20160691 Ver 2_401 Application_20171217

LABS L in
9140 Arrowpoint Blvd., Suite 200arPA
Phone [phone] Fax [phone]
To: North Carolina Department of Water Quality
401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Attn:
WE ARE SENDING YOU
❑ Shop Drawings
® Copy of Letter
® Attached
❑ Prints
❑ Change Order
LETTER OF TRANSMITTAL
Date:
12/20/17
Project #: 2160699
Re:
Phase II South Fork Sewer
12/11/2017
As Requested
PCN application for renewal
1
❑
For Bids due
❑ Under Separate Cover
® Plans ❑ Samples
❑ Please Sign and Return ❑ Invoice
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
5
12/11/2017
As Requested
PCN application for renewal
1
❑
For Bids due
Application fee $240
IN All
D Q-ATER RES UR
cm ITT
THESE ARE TRANSMITTED
®
For Approval
❑
For Your Use
❑
As Requested
❑
For Review and Comment
❑
For Bids due
COMMENTS
Submittal package 2 of 2.
❑ Reviewed ❑ Resubmit
❑ Furnish as corrected ❑ Submit
❑ Returned for corrections ❑ Return
COPY TO
(❑) w/enc.
(❑) w/enc. SIGNED
(❑) w/enc.
Copies for approval
Copies for distribution
Corrected prints

_?
40 �,rrowpoint Blvd., S_.ite 200, Charlotte, NC 28273
Phone [phone] Fax [phone]
To: North Carolina Department of Water Quality
401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Attn:
WE ARE SENDING YOU
❑ Shop Drawings
® Copy of Letter
® Attached
LETTER OF TRANSMITTAL
Date:
12/20/17
Project #: 2160699
Re:
Phase II South Fork Sewer
❑
As Requested
❑
2
12/11/2017
For Bids due
❑ Under Separate Cover
❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Change Order ❑ Please Sign and Return ❑ Invoice
COPIES
DATE
NO.
DESCRIPTION
For Your Use
❑
As Requested
❑
2
12/11/2017
For Bids due
Half size set of construction plans
5
12/11/2017
Full size set of construction plans
THESE ARE TRANSMITTED
®
For Approval
❑
For Your Use
❑
As Requested
❑
For Review and Comment
❑
For Bids due
COMMENTS
Submittal package 1 of 2.
COPY TO
❑ Reviewed ❑ Resubmit
❑ Furnish as corrected ❑ Submit
❑ Returned for corrections ❑ Return
1-1
(❑) w/enc.
(❑) w/enc.
(❑) w/enc.
Copies for approval
Copies for distribution
Corrected prints

TWO VERS
UTI I,III ES
We are TR U to our customers!
December 11, 2017
North Carolina Division of Water Resources
401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Reference: Phase II South Fork Sewer
Town of McAdenville, Gaston County, North Carolina
City of Gastonia Project Number: 701-265
Subject: US Army Corps of Engineers Pre -Construction Notification (PCN) Application (updated)
DWQ — 401 Certification — DWR #16-0691
Please find attached the following information for the above referenced project:
1. Five (5) complete copies of the submittal sent to USACE for an updated 404 Certification.
This submittal includes:
a. Cover letter (1 page)
b. Updated PCN Application Form (10 pages)
c. Original PCN Application
2. Updated Full size project plans (2 sets)
3. Updated 11 x 17 project plans (3 sets)
4. Original 404 Permit Approval
5. Original 401 Permit Approval
6. Application Fee (Check for $240.00)
Please see the attached revised submittal due to original permit expiration. The alignments of the
proposed sewer lines are unchanged and proposed impacts to wetlands and streams remain unchanged.
The changes in the plan reflect a series of value engineering negotiations between the contractor and
City. Therefore, changes in the plans are primarily pipe material changes as well as removal of items no
long in the project scope.
Please advise us of any modifications or clarifications needed prior to re -approval by your office. Thank
you for your time and please do not hesitate to call me with any questions or comments regarding the
attached application or the project in general (Direct: 704-866-6726, Email:
stepha n ies@two rive rsutiIities.com). We look forward to your comments and subsequent approval.
PO Box 1748
Gastonia, NC 28053-1748

Sincerely,
Stephanie Scheringer
Division Manager Wastewater Treatment
CC: Jason Wallace PE, Civil Engineer III
Matt Bernhardt — Director of Public Works and Utilities
Mike Bynum PE — Division Manager TRU Engineering
Margo Tauzel — Project Administrator
Kevin Garton, EI — La Bella Associates

fTWo VERS
U T I L I l" I F S
We are TRU to our customers!
December 11, 2017 D
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue — Room 208
Asheville, NC 28801-5006 D
Reference: Phase II South Fork Sewer
Town of McAdenville, Gaston County, North Carolina
City of Gastonia Project Number: 701-265
Subject: US Army Corps of Engineers Pre -Construction Notification (PCN) Application (updated)
USACE — 404 Certification —SAW -2016-01412
Please find attached the following information for the above referenced project:
1. Updated PCN Application Form (10 pages)
2. Updated 9.1 x 17 project plans (1 set)
3. Original Application
4. Original Approval
Please see the attached revised submittal due to original permit expiration. The alignments of the
proposed sewer lines are unchanged and proposed impacts to wetlands and streams remain unchanged.
The changes in the plan reflect a series of value engineering negotiations between the contractor and
City. Therefore, changes in the plans are primarily pipe material changes as well as removal of items no
long in the project scope.
Please advise us of any modifications or clarifications needed prior to re -approval by your office. Thank
you for your time and please do not hesitate to call me with any questions or comments regarding the
attached application or the project in general (Direct: 704-866-6726, Email:
[e-mail]). We look forward to your comments and subsequent approval.
Sincerely,
Stephanie Scheringer
Division Manager Wastewater Treatment
CC: Jason Wallace PE, Civil Engineer III
Matt Bernhardt— Director of Public Works and Utilities
Mike Bynum PE—Division Manager TRU Engineering
Margo Tauzel — Project Administrator
Kevin Garton, EI — La Bella Associates
PO Box 1748
Gastonia, NC 28053-1748

RENEWAL APPLICATION
PRE -CONSTRUCTION NOTIFICATION (PCN) FORM
SUBMITTAL DATE: DECEMBER 11, 2017

o�0F warF9QG
J y
O Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑x Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑x No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑x No
For the record only for Corps Permit:
❑ Yes ❑X 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 ❑x No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑x No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑x No
2. Project Information
2a. Name of project:
Phase 2 South Fork Sewer
2b. County:
Gaston
2c. Nearest municipality / town:
McAdenville
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:
City of Gastonia
3b. Deed Book and Page No.
Varies
3c. Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
1300 North Broad Street
3e. City, state, zip:
Gastonia, NC 28054
3f. Telephone no.:
704-866-6726
3g. Fax no.:
--�[e-mail]
704-867-0120
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
See attached PCN Document and Figure 1
1 b. Site coordinates (in decimal degrees):
ILatitude: See attached document Longitude: See attached document
1 c. Property size:
Varies acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
South Fork Catawba River
2b. Water Quality Classification of nearest receiving water:
WS -V
2c. River basin:
Catawba
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 linear across bare land and adjacent to manufacturing facilities. Construction will occur in existing rights -of -ways, through
single-family residential neighborhoods, adjacent to stream banks, ponds and wetlands, and crossing streams, wetlands, and railroad and roadway
rights -of -ways. Figure 2 shows land use along the project alignment. Figure 3 shows the soils along the project alignment.
3b. List the total estimated acreage of all existing wetlands on the property: See Figure 4 & attached document
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: See Figure 4 &
3d. Explain the purpose of the proposed project: attached document
To eliminate the McAdenville and Pharr Yams wastewater treatment plants and convey wastewater to Gastonia's Two Rivers Utilities system.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached document.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
ro6ect includin all rior hases in the ast?
❑ Yes ❑x No ❑ Unknown
Comments: Determinations made by LaBella Associates, PC
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Ira Poplar -Jeffers
Agency/Consultant Company: LaBella Associates, PC
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
O Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
Corps Action ID: SAW -2016-01412, approved 8/31/2016, expired 03/18/2017. Water Quality permit W00038297 dated August 5, 2016
6. Future Project Plans
6a. Is this a phased project?
❑x Yes ❑ No
6b. If yes, explain.
Future possible phases of the project may extend forcemains from the Lowell WWTP and/or the Eagle Road WWTP.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑x 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 T
Excavation
Unknown
No
DWQ
0.00300000
W2 -
W3 -
W4 -
W5 -
W6 -
2g. Total Wetland Impacts:
.00300000
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
None. Directional Drill
Trb South Fork Catawba
PER
Corps/DWQ
12.00000000
0.00000000
S2 T
None. Directional Drill
Trb South Fork Catawba
PER
Corps/DWQ
11.00000000
0.00000000
S3 T
None. Directional Drill
Trb Duhart's Creek
PER
Corps/DWQ
5.00000000
0.00000000
S4 T
None. Bore & Jack
Duhart's Creek
PER
Corp/DWQ
53.00000000
0.00000000
S5 -
Choose one
S6 -
Choose one
-
3h. Total stream and tributary impacts
0.00000000
3i. Comments:
Page 4 of 10
PCN Form - Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
None
02
03
04
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
None
P2
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
None
B2
B3
B4
B5
B6
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached PCN document.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached PCN document.
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 ❑x 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: N/A
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes x No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑x 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
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? Less than 0
2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑x No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
The project will only impact one watershed AND will result in less than 24% imperviousness.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's 'urisdiction is this ro'ect?
City of Gastonia, Gaston County, NC
❑x 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 ❑x 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):
❑x Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑x No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?x❑
Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑x Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑x 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
❑Q 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
letter.)
❑ Yes Q No
Comments: See attached PCN document.
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 ❑x No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after -the -fact permit application?
❑Yes ❑x No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes Q 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.
N/A
IM
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.
See attached PCN discussion document for a discussion of the facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑x No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The website http://www.fws.gov/raleigh/species/cntylist/gaston.htmi was consulted. See attached PCN discussion document for a discussion of
Endangered Species or Designated Critical Habitat in Gaston County. See also Figure 5.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑x No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Essential Fish Habitat Mapper (http://www.habitat.noaa.gov/protection/efh/habitatmappe r.html) was used to determine whether
designated essential fish habitat occurred in the project area.
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
0 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?
The North Carolina State Historic Preservation Office HPOWEB GIS Service (http://gis.ncdcr.gov/hpowebl was used to determine whether any
historic or archeological resources would be impacted. See attached PCN discussion document. See also Figure 6.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
See attached PCN discussion document for a discussion of FEMA requirements and compliance of this project.
8c. What source(s) did you use to make the floodplain determination?
FEMA FIRM maps (https:Hmsc.fema.gov/portal/search#searchresultsanchor) for Gaston County w s d to make the floodplain
determination. See attached PCN discussion document. See also Fi ur
Matt Bernhardt
Applicant/Agent's Printed Name
Dat
Icant/Agent's Signature
(Ags signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

ORIGINAL APPLICATION
PRE -CONSTRUCTION NOTIFICATION (PCN) FORM
DATE: JULY 13, 2016

NVN4 A / �ic1�G
w
o <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X 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 ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Phase 2 South Fork Sewer
2b.
County:
Gaston
2c.
Nearest municipality / town:
McAdenville
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:
City of Gastonia
3b.
Deed Book and Page No.
Varies
3c.
Responsible Party (for LLC if
applicable):
N/A
3d.
Street address:
1300 North Broad Street
3e.
City, state, zip:
Gastonia, NC 28054
3f.
Telephone no.:
704-866-6768
3g.
Fax no.:
704-867-0120
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
See attached PCN Document and Figure 1
1b. Site coordinates (in decimal degrees):
ILatitude: See attached document Longitude: See attached document
1c.
Property size:
Varies acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
South Fork Catawba River
2b.
Water Quality Classification of nearest receiving water:
WS -V
2c.
River basin:
Catawba
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 linear across bare land and adjacent to manufacturing facilities. Construction will occur in existing rights -of -ways, through single-
family residential neighborhoods, adjacent to stream banks, ponds and wetlands, and crossing streams, wetlands, and railroad and roadway rights -of -
ways. Figure 2 shows land use along the project alignment. Figure 3 shows the soils along the project alignment.
3b.
List the total estimated acreage of all existing wetlands on the property: See Figure 4 & attached document
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: See Figure 4 &
3d. Explain the purpose of the proposed project: attached document
To eliminate the McAdenville and Pharr Yarns wastewater treatment plants and convey wastewater to Gastonia's Two Rivers Utilities system.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached document.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
❑ Yes ❑X No ❑ Unknown
Comments: Determinations made by LaBella Associates, PC
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑Preliminary Final
❑
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Ira Poplar -Jeffers
Agency/Consultant Company: LaBella Associates, PC
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
0 Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
N/A
6.
Future Project Plans
6a.
Is this a phased project?
Yes ❑ No
6b. If yes, explain.
Future possible phases of the project may extend forcemains from the Lowell WWTP and/or the Eagle Road WWTP.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X 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.
Wetland impact
number
Permanent (P) or
Tem orar T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 T
Excavation
Unknown
No
DWQ
0.003
W2
W3 -
W4 -
W5 -
W6 -
2g. Total Wetland Impacts:
0.003
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c,
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
None. Directional Drill
Trb South Fork Catawba
PER
Corps/DWQ
12
0
S2 T
None. Directional Drill
Trb South Fork Catawba
PER
Corps/DWQ
11
0
S3 T
None. Directional Drill
Trb Duhart's Creek
PER
Corps/DWQ
5
0
S4 T
None. Bore & Jack
Duhart's Creek
PER
Corp/DWQ
53
0
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
0
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
None
02
03
04
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
None
P2
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f,
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
None
B2 -
B3 -
B4 -
B5 -
B6 -
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached PCN document,
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached PCN document.
2. Com ensato 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 ❑X 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: N/A
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
[] Yes ❑X 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
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
Less than 1 %
2b.
Does this pr9ject require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The project will only impact one watershed AND will result in less than 24% imperviousness.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
City of Gastonia, Gaston County, NC
❑X Phase II
❑ NSW
3b.
Which of the following locally-implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X 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):
❑X Session Law 2006-246
[]Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
rX1 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
❑X Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
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 ❑X No
letter.)
Comments: See attached PCN document.
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,
C] Yes © No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes Q No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
N/A
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes ONO
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.
N/A
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.
See attached PCN discussion document for a discussion of the facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The website http://www.fws.gov/raleigh/species/rntylist/gaston.html was consulted. See attached PCN discussion document for a discussion of
Endangered Species or Designated Critical Habitat in Gaston County. See also Figure 5.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Essential Fish Habitat Mapper (http:/Iwww.habitat.noaa.gov/protection/efh/habitatmapper.htmO was used to determine whether
designated essential fish habitat occurred in the project area.
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?
The North Carolina State Historic Preservation Office HPOWEB GIS Service (http://gls.ncdcr.gov/hpowebtj was used to determine whether any
historic or archeological resources would be Impacted. See attached PCN discussion document. See also Figure 6.
B. Flood zone Designation (Corps Requirement)
_....... __..
8a. Will this project occur in a FEMA-designated 100 year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
See attached PCN discussion document for a discussion of FEMA requirements and compliance of this project.
8c. What source(s) did you use to make the floodplain determination?
FEMA FIRM maps (https:llmsc.fema.gov/portal/search#searchresultsanchor) for Gaston County were used to make the floodplain
determination. See attached PCN discussion document. See also Figure 7.
Applicant/Agent's Printed Name
Date
Applica gent's Signature
(Agent's signa re Is valid only if an authorization
letter fro the applicant is provided.)
Page 10 of 10

PCN Discussions Document
B.1a. Property Identification No. (Tax PIN or Parcel IDI:
Properties along the project are owned by the City of Gastonia outright as well as through
sanitary sewer easements across additional properties. A project location map is included as
part of this submittal.
B.1b. Site coordinates (in decimal degrees):
Start: Latitude: 35.247361, Longitude: 81.097222
End: Latitude: 35.256167, Longitude: 81.073528
Latitude: 35.260361, Longitude: 81.076389
See Figure 1 for a project location map.
Stream
Crossing
Latitude
Longitude
1
35.256111
81.073472
2
35.257722
81.079056
3
35.248028
81.094
4
35.24775
81.0965
Wetland
Latitude
Longitude
Crossing
1
35.259806
81.07525
B.3b. List the total estimated acreage of all existing wetlands on the property:
The project will disturb 0.003 acres of wetlands. Figure 4 shows the locations of the wetlands
in/around the project area.
B.3c. List the total estimated linear feet of all existine streams (intermittent and perennial)
on the property:
The project will cross a tributary of South Fork Catawba River twice on different properties.
Each crossing will be done perpendicular to its flow with estimated lengths of 12 and 11 feet,
respectively, at each crossing. These crossings will have no impact to the river as they will be
installed by the directional drill method. The project will cross a tributary of Duhart's Creek,
perpendicular to its flow by the project alignment, with an estimated length of 5 feet at the
crossing. The crossing will have no impact to the creek as it will be installed by the directional
drill method. The project will cross Duhart's Creek, perpendicular to its flow by the project
alignment, with an estimated length of 53 feet at the crossing. The crossing will have no impact
to the creek as it will be installed by the bore and jack method.
Figure 4 shows the stream crossing locations along the project alignment.

B.3e. Describe the overall proiect in detail, including the type of equipment to be used:
The project involves the construction of a pump station, forcemain, and gravity sanitary sewer
utilizing pneumatic wheeled and tracked excavation equipment along with equipment used to
complete pipe installation by the bore and jack and directional drilling method.
Erosion control measures will include sediment fence, gravel check dams, inlet and outlet
protection, temporary construction entrances, temporary diversion ditches, silt fence stone
outlets, type "B" temporary wet weather ditch crossings, and bore and jack erosion control
measures. The devices will be designed to accommodate the 25 year storm. Design drawings
will be prepared and submitted to the North Carolina Department of Environmental Quality and
the North Carolina Department of Transportation for approvals prior to any construction
beginning.
D.1a. Specifically describe measures taken to avoid or minimize the proposed impacts in
designing proiect.
All stream crossings will be installed by either the bore and jack or directional drill method and
will be accomplished as near to perpendicular as possible. New easements have been proposed
and obtained and the project has been designed to minimize as much environmental impact as
possible. Temporary clearing for construction will be minimal as construction equipment will
utilize newly obtained easements.
D.1b Specifically describes measures taken to avoid or minimize the proposed impacts
through construction techniques.
Pre -construction contours will be restored and disturbed areas promptly returned to pre -
construction conditions through repaving, revegetating or replacing with new gravel. Sediment
fencing will be installed on the down slope edge of the right-of-way prior to construction and
maintained until vegetation is reestablished. Contractors will be instructed to schedule line
installation across any wet weather ditches during dry weather. No uncured concrete or asphalt
will be allowed to contact surface waters.
E.2a. What is the overall percent imperviousness of this proiect?
Imperviousness of the project once complete will be less than one percent as the finished line
will be buried. No additional impervious areas will be created other than the 17 manholes that
will be installed and total approximately 350 ft2.
F.1c. If you answered "}des" 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 letter.)
An ER/EID has been prepared and submitted pursuant to NCDEQ Division of Water
Infrastructure requirements. The document is currently under review and will be approved
prior to initiating any ground disturbing activity.

F.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.
Long Creek WWTP (NPDES No. NC0020184) is a 16.0 MGD capacity wastewater treatment
facility using advanced biological nutrient removal (BNR). The treated water is discharged to the
South Fork Catawba River. The solids removed from the wastewater are pumped to the WWTP
digesters to help stimulate biological treatment, converting the solids to biosolids. These
biosolids are then used to fertilize state -permitted farmland sites (Permit Nos. WQ0001793 and
N D0084883).
Source: Two Rivers Utilities Annual Wastewater System Performance Report 2014-2015
F.Sd. What data sources did you use to determine whether your site would impact
Endangered Species or Designated Critical Habitat?
The US Fish and Wildlife Service's website
http://www.fws.gg-ov/raleigh/species/cntviist/­gaston.html was consulted to identify any
endangered species or designated critical habitat in the Gaston County. No known occurrences
of threatened or endangered species exist anywhere within the project area. There is no
designated critical habitat in Gaston County. Schweinitz's Sunflower (endangered) is listed as a
current record in Gaston County but does not have suitable habitat along project alignments.
Dwarf -flowered heartleaf (threatened) is listed as a current record in Gaston County, but does
not have suitable habitat along project alignments. Georgia aster (candidate) is listed as a
current record in Gaston County but does not have suitable habitat along project alignments.
Shoals spiderlily (federal species of concern) is listed as a current record in Gaston County but
does not have suitable habitat along project alignments. Bog Turtle (threatened by similarity of
appearance to northern bog turtles) is listed as probable in Gaston County but also does not
have suitable habitat along project alignments. Northern Long -Eared Bat (threatened) is as a
current record in Gaston County but does not have a suitable habitat along project alignments.
Bald Eagle (protected under the bald and golden eagle protected act) is a current record in
Gaston County but does not have suitable habitat along project alignments.
Figure 5 lists the Endangered Species and Designated Critical Habitat in/around the project
area.
F.7b. What data sources did you use to determine whether your site would impact historic or
archeological resources?
The North Carolina State Historic Preservation Office HPOWEB GIS Service
(http://gis.ncdcr.gov hj poweb/) was used to determine locations where the new outfall would
cross into historic sites. One site was found along the path of the new outfall which is identified
as the McAdenville Historic District (GS0428). Within this district, lies the McAden Mill
(GS0402). Extra precaution will be taken when construction occurs along the south edge of the
property, specifically along the south side of one of the mill buildings. The trees along the edge
of the property, along the existing pond are called out on the construction drawings as being

"culturally sensitive and shall be protected from damage". The contractor is also to "provide a
1 -year warranty against survival of existing trees".
Figure 6 shows the location of historical sites along the project alignment.
F.8b. If yes, explain how proiect meets FEMA requirements:
Plans and the appropriate flood studies for any proposed construction activity in the floodway
or non -encroachment area will be submitted to the City of Gastonia's Floodplain Administrator
for approval. This project will require either a No -Rise Certification or a FEMA -approved
Conditional Letter of Map Revision (and Subsequent Letter of Map Revision) because of
construction within the regulatory floodway (Section 7.6.1.A.8.b of the City of Gastonia's
Unified Development Ordinance). Manholes within the floodplain will be sealed and vented to
above the regulatory flood elevation. All new sanitary sewer lines will be buried.
F.8c. What sourcefs) did you use to make the floodplain determination?
The NC Floodplain Mapping Program website along with FEMA FIRM maps
(https://msc.fema.gov/portal/search#searchresultsanchor), FIRM Panels 3575 and 3585, was
used to determine what portions of the project are in the floodplain. The City of Thomasville's
Flood Damage Prevention Ordinance was also consulted.
Figure 7 shows the project alignment in relation to the floodplain areas.

L I
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co
�' FIGURE 1

5° 15 44" N
5` 14'44" N
5
(Soils Map)
e
m
35° 15.44
M
490900 491200 491500 491WO 492100 4914x
3
e
W Map Scale: 1:13,000 if printed on A kvf cape (11" x 8.5") sheet.
N Meters
0 150 300 600 900
Few
a soo l000 z000 3000
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t!SDA Natural Resources Web Soil Survey
492AX) 493000 493300 493600
3
a
Soils Map
Figure 3 - Page 1

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
a� Soil Map Unit Lines
®
Soil Map Unit Points
Special
Point Features
V
Blowout
®
Borrow Pit
Enlargement of maps beyond the scale of mapping can cause
Clay Spot
Wet Spot
Closed Depression
Gravel Pit
„
Gravelly Spot
4
Landfill
A.
Lava Flow
46
Marsh or swamp
OR
Mine or Quarry
Water Features
Miscellaneous Water
O
Perennial Water
IV
Rock Outcrop
..t..
Saline Spot
s
Sandy Spot
+-"
Severely Eroded Spot
Coordinate System: Web Mercator (EPSG:3857)
Sinkhole
Interstate Highways
Slide or Slip
Sodic Spot
Soil Map --Gaston County, North Carolina
(Soils Map)
MAP INFORMATION
A
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:24,000.
Stony Spot
Warning: Soil Map may not be valid at this scale.
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
Other
soils that could have been shown at a more detailed scale.
.�
Special Line Features
Please rely on the bar scale on each map sheet for map
Water Features
measurements.
Streams and Canals
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
+-"
Rails
Coordinate System: Web Mercator (EPSG:3857)
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
US Routes
distance and area. A projection that preserves area, such as the
Major Roads
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
Local Roads
This product is generated from the USDA-NRCS certified data as of
Background
the version date(s) listed below.
Aerial Photography
Soil Survey Area: Gaston County, North Carolina
Survey Area Data: Version 15, Sep 10, 2014
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Feb 11, 2011—Feb
13, 2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
usDA Natural Resources Web Soil Survey Fig' Ure 3 - Page, 2
Conservation Service National Cooperative Soil Survey

Soil Map -Gaston County, North Carolina
Map Unit Legend
Gaston County, North Carolina (NC071)'
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
ApB
CeB2
CeD2
CfB
CID
ChA
CoA
Ld D2
PaD2
PaE
TaB
TaD
TaE
Ur
W
WeD
WkF
WnD
Totals for Area of Interest
Appling sandy loam, 1 to 6
percent slopes
Cecil sandy clay loam, 2 to 8
percent slopes, moderately
eroded
Cecil sandy clay loam, 8 to 15
percent slopes, moderately
eroded
Cecil -Urban land complex, 2 to
8 percent slopes
Cecil -Urban land complex, 8 to
15 percent slopes
Chewacla loam, 0 to 2 percent
slopes, frequently flooded
Congaree loam, 0 to 2 percent
slopes, occasionally flooded
Lloyd sandy clay loam, 8 to 15
percent slopes, moderately
eroded
Pacolet sandy clay loam, 8 to 15
percent slopes, moderately
eroded
Pacolet sandy loam, 15 to 25
percent slopes
Tatum gravelly loam, 2 to 8
percent slopes
Tatum gravelly loam, 8 to 15
percent slopes
Tatum gravelly loam, 15 to 25
percent slopes
Urban land
Water
Wedowee sandy loam, 6 to 15
percent slopes
Wilkes loam, 15 to 30 percent
slopes
Winnsboro loam, 8 to 15
percent slopes
17.0
130.9
48.3
243.4
76.9
33.3
0.7
5.1
120.9
67.3
13.2
13.8
37.6
26.4
15.3
14.8
1.6
2.5
869.0
5.6%
28.0%
8.9%
3.8%
0.1%
0.6%
13.9%
7.7%
1.5%
1.6%
4.3%
3.0%
1.8%
1.7%
0.2%
0.3%
100.0%
Soils Map
U Flure 3 _ P.,_._
g ge 3
Natural Resources Web Soil Survey a
Conservation Service National Cooperative Soil Survey _

Stream and Wetland Crossings
Figure 4 - Page 1

i
�.
Wetland
-PEM
i k wd-13
wd-11 wd-14
Wd-1O w r -4
wd-15
wd-14a
wd- 9 wd-18
.a
wd-16
wd-20
wd-8
t
wd-19 -�
wd-101
wd-102 �G t
wd-106
wd-6 —I
- a
wd-5 yeQ
wd -3
/ *o
wd 1 \
Legend
Wetland and Stream Boundaries (as delineated by LaBella)
„.
Jurisdictional Wetland and Stream Areas (as delineated by LaBella) V,7
• Stream
Wetland
O Wetland or Stream Boundary Flag Locations -�'. _.. - •"`+_
s�
—� Drainage Direction Arrows (Approximate) +a•= `'t - � • .
PFO-PEM Divide (Approximate)
l- Culverts or Bridges (Approximate)
Wetland Delineation Study Area (Approximate) 0 40 80 160
— • Proposed Sewer Route (Approximate)
Feet's
1 inch = 80 feet
Document Path: V�PEASE-AD1\Shares\projects-201x113.0\City of Gastonia\South Fork Sawer,tNe'.tandslDrawirystGastorua Wetlands Map (2016-03-29) mxd Figure 4 - Page 2

-4
wwwwwmmmmmww�
.t National Wetlands Inventory I Wetlands Map
July 11, 2016
This map is for general reference only The US Fish and Wildlife
Service is not responsible for the accuracy or currentness of the
Estuarine and Marine Deepwater
Freshwater Forested/Shrub Wetland
Ej Other
base data shown on this map All wetlands related data should
be used in accordance with the layer metadata found on the
Estuarine Marine
Wetlands Mapper web site
IFigure 4 Page 31
and Wetland
Freshwater Pond
Riverine
-
Freshwater Emergent Wetland
r Lake

,r
viaN Ct
P'
n
NC -7 Main St.
F rs,
PIC
Poplar St
etland-A - PEM/PFO
i
l
sb1r -
�,v •^+
wa-9
wa-10 .__.
sb 10 wa-6
q abu f wa 8 ;---► �'�
m
s
�= . �. sa 6 sa-8
4 wa-571
��� /
sb
wa-sa
1 f sb 7 sb-8;.. %r sa-l02
b-5 t,
sti 1.04 , "•"t► �.o sa 9
� sb-145" "-'�►.�- i � ,� �r, _ ,�
sb-106
=sa,40
Stream -13 - Perennial RPW
4 sa_11
sa 15
' sa-T4
sa 11a
wb-1 wb-2
N�
a
wb-3
N:,
wb-4
x Y��
r
s=. _
•
- -S � tream-A Perennial RPW- s
Y,
Legend �. � �' Wetland -13 - PFO
Wetland and Stream Boundaries (as delineated by LaBella) Fes'
Jurisdictional Wetland and Stream Areas (as delineated by LaBella)� r -
Stream'
Wetland
O Wetland or Stream Boundary Flag Locations
- o
C.
t �m
—� Drainage Direction Arrows (Approximate)
PFO -PEM Divide (Approximate) a y
— Culverts or Bridges (Approximate) n ry�0 3�
OWetland Delineation Study Area (Approximate) 0 90 180 360 ��
- — - Proposed Sewer Route (Approximate) Feet w' t
1 Inch = 180 feet . m`
Figure 4 - Page 4
Document Path ",,PEASE-AD1\Shares\Proiects-201 xt13.O\City of Gastonia\SoutF Fork Sewer SJetlands\Drawl ,Gas.onia 4Vetlandc nna^ l901Fs ;-?4'; mart ___

Legend
— Wetiand and Stream Boundaries (as delineated by La Bella)
Jurisdictional Wetland and Stream Areas (as delineated by La Bella)
Stream
Wetland
O Wetland or Stream Boundary Flag Locations
---01- Drainage Direction Arrows (Approximate)
• PFO -PEM Divide (Approximate)
- Culverts or Bridges (Approximate)
Wetland Delineation Study Area (Approximate)
— Proposed Sewer Route (Approximate)
wc-4
Wetland -C - PEqsd-8
data point upl-4
WC-8�
WC -3
we -2
WC -1
Stream -D - Ephemeral RPW -2
4
Stream -D - Perennial RPW6
14l se -1
Stream -E -
Qq �
Perennial RPW
se -101 �
se -3
,.s .r�._r,t a!h rF'FS�- S a. -��r •� ,, x ��Ci[v of GasEonia�Sor..h Fnrk SPwar�WetlanesVnraw�rn
,f Y
sd-13
sd-114 sd-14
f sd 116 sd-15
sd-16
sd-117
sd-118 sd-17
sd-18
I
Sd-9
d -11C
sd-10
Y
sd-111 F 11 sd-11
Dn
sd-112
sd-12
Figure 4 - Page 5

Legend
Wetland and Stream Boundaries (as delineated by LaBeAa)
Jurisdictional Wetland and Stream Areas (as delineated by LaBella)
Stream
Wetland
O Welland or Stream Boundary Flag Locations
—� Drainage Direction Arrows (Approximate)
PFO -PEM Divide (Approximate)
- Culverts or Bridges (Approximate)
Welland Delineation Study Area (Approximate)
-- • Proposed Sewer Route (Approximate)
Ivs
m� #�
x
Figure - Page 6
�« m_.
V, :
v
x
0 25 50 100
Feet we
1 inch = 50 feet c
Document Path: \\PEASE -AD 1\Shares\proiects-201 x113.0':City of Gastono7 South Fork S A:: 1 1 r . .

I/ 1 I/Nl0
Caston uounry tnuangerea Species, i nreatenea Specles,reaerai Species of concern, and uandldate Species
U.S. Fish & Wildlife Service
Endangered Species, Threatened Species,Federal Species of Concern,
and Candidate Species,
Gaston County, North Carolina
Updated: 7-24-2015
Common Name
Scientific name
Federal
Record Status
Status
Vertebrate:
Bald eagle
Haliaeetus leucocephalus
BGPA
Current
Bog turtle
Glyptemys muhlenbergii
T (S/A)
Current
Northern long, -eared bat
Myotic septentrionalis
T
Probable/Potential
Invertebrate:
Vascular Plant:
Dwarf -flowered heartleaf
Hexastylis naniflora
T
Current
Georgia aster
Symphyotrichum georgianum
C
Current
Schweinitz's sun ower
Helianthus schweinitzii
E
Current
Shoals spiderlily
Hymenocallis coronaria
FSC
Probable/potential
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to
support listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered Species
Act. In North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service)
define Federal Species of Concern as those species that appear to be in decline or otherwise in need of
conservation and are under consideration for listing or for which there is insufficient information to support
listing at this time.Subsumed under the term "FSC" are all species petitioned by outside parties and other
selected focal species identified in Service strategic plans, State Wildlife Action Plans, or Natural Heritage
Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
https://www.fws.gov/raleigtVspecies/cntylist/gaston.html IFigure57 j/2

rnvzuib uaston county tnoangereo Species, I hreatened Species,Federal Species of Concern, and Candidate Species
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land,
for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA�:
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007.
After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the
primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit ht_ tajfwww.fws.Lov/tniaratorybirds/baidet�tale.htm
Threatened due to similarity of appearance(T(S/A)L
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part of
the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.
https:/A,vww.fws.gov/raleigNspecies/cntylisttgaston.htm 1 2/2

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PANEL 3575)
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> t FLOOD INSURANCE RATE MAP
'f NORTH CAROLINA
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- �, j �+` ""ewe ` �� ^ `•-` �� I m n"act enn C --A7 W -b. Vrmr abate
�:.
�- E DATE MAP
NUMBER
SEPTEMBER 3710357500J
State of Nonh Carolina
Federal Emctgcnc% Management Agency �
t a90
) 5
tt?icdb CAU „04 ,
�r x
MOM
i3eginning of Project
,ra`4. z � � w f` _. - ti. � e_ �.n»-o�o »..en +r �•. maa ..e.00,.++ ++r wwo,�n.
,Figur 7 - Page 17

Figure 7 - Page 2�

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Mr. Matt Bernhardt, Director of Public Workds and utilities, City of Gastonia, Gaston County, NC
PO Box 1748, Gastonia, NC 28053
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
See attached table for project locations and PCN Discussion Document for background information
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: Gaston County City: Gastonia
Center coordinates of site (lat/long in degree decimal format):
Lat. See attached documents °N; Long, see attached documents °W,
Universal Transverse Mercator:
Name of nearest waterbody: Duhart's Creek and South Fork Catawba River
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
S1 linear feet: 6 width (ft) and/or acres.
COwardin Class: See Table
Stream Flow: Perennial
Wetlands: 0.003 acres.
Cowardin Class: PEM
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: None
Non -Tidal: None

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
THAT
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
❑✓ Data sheets prepared/submitted by or on behalf of the
appnt/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report,
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
0 U.S. Geological Survey map(s). Cite scale & quad name, 75 Minute, BelmonVMt holly, Figure,
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation: USDA Web Soil Survey - Soil Map Gaston County, North Carolina - Figure 3
aNational wetlands Inventory map(s). Cite name: US Fish and Wildlife Service - Figure 4
❑ State/Local wetland inventory map(s):
❑✓ FEMA/FIRM maps: Gaston County, N.C. FIRM 3575 & FIRM 3585- Figure 7
IN
100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑ Photographs: ❑ Aerial (Name & Date): or
[❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
Other information (please specify):

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Coros and should not be relied uD
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
M
Sianatutel"and date of
perms requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Sewerline Stream Crossings
Estimated amount
Crossing
Cowardin
Class of aquatic
Latitude
Longitude
of aquatic resource
Number
Class
rescurce
in review area
1
35.25611
81.073472
R -3 -UB -1
12 feet
Non -section 10
R -3 -UB -1
11 feet
-non-tidal
Non -section 10
2
35.257722
81.079056
-non-tidal
Non -section 10
3
35.248028
81.094
R -3 -UB -1
5 feet
—
-non-tidal_,_
Non -section 10
4
35.24775
810965
R -3 -UB -1
53 feet
-non-tidal

iNu ll Wv Ntream wentiucatton corm version ,4. i ii _
Date Project/Site: AfeAlK Latitude:
Evaluator: „- 6oanyr; i�Cr Longitude:
Total Points:Stream Determinatlon (circle one) Other
Stream is at least intermittent Ephemeral Intermittent Perennial e.g. Quad Name:
>
if _ 19 or perennial if> 30"
_�F
A. Geomorphology (Subtotal = _.._ -)
1a Continuity of channel bed and bank
2. Sinuosity of channel along thalweg
3. In -channel structure; ex. riffle -pool, step -pool,
ripple -pool sequence
4. Particle size of stream substrate
5. Active/relict floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10. Natural valley
11. Second or greater order channel
artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal
12. Presence of Baseflow
13, Iron oxidizing bacteria
14. Leaf litter
15. Sediment on plants or debris
16. Organic debris lines or piles
17_ Soil -based evidence of high water table?
C. Biology (Subtotal = 57_)
Absent
Weak
ModerateStrong
_
18. Fibrous roots in streambed
3
2 _
.
_.
_. _ _1 _ _ _
1
--3
20. Macrobenthos (note diversity and abundance)
-
0
1
2
3
0
1
2
3
0
1
2
/lot% _
0
1
_._
3
0
1
3
no
26. Wetland plants in streambed
0
0.5
1
1.5
_
w_._. _. _
0
__... _
0.5
_
1.
No
l Yes
= 3
C. Biology (Subtotal = 57_)
_
_
18. Fibrous roots in streambed
3
0
1
19. Rooted upland plants in streambed
3
2
1
20. Macrobenthos (note diversity and abundance)
0
1
2
21. Aquatic Mollusks
0
1
2
22. Fish
0
0.5
1
23. Crayfish
0
0.5
1
24. Amphibians
25. Algae
26. Wetland plants in streambed
FACW = 0.75
OBL = 1.5 Other
`perennial streams may also be identified using other methods. See p 35 of manual
Notes:
Sketch:
, I be /
(fl/s)
3
0
1.5
_
1.5

IVC; UWU Stream Identification Norm Version 4.11
Date: 3 f2 Project/Site: 54 Q w%- b Latitude:
Evaluator: �fi� - �d I n ' �ev. -!s✓� Longitude:
trt r' PrJ.
Total Points: ermination (circle one) Other
Stream is at least intermittent 'Z phemera ntermittent Perennial e.g. quad Name:
if >_ 19 or perennial if > 30"
A. Geomorphology (Subtotal = _)
Absent
We
Mode11 rate
St11 ron
1a Continuity of channel bed and bank
0
2
2
3
2. Sinuosity of channel along thalweg
0
1
2
3-
3. In -channel structure: ex. riffle -pool, step -pool,
0
1
2
3
ripple -pool sequence
0
0.5
1
1.5
4.Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
1
3
6. Depositional bars or benches
Q
1
2
3
7. Recent alluvial deposits
0
2
3
8. Headcuts
1
2
3
9. Grade control
0
o- .9
1.5
10. Natural valley
0
0.5
1.5
11. Second or greater order channel
o = 0
Yes = 3
' artificial ditches are not rated; see discussions in manual
B. Subtotal = Z
'Hydrology
12. Presence of Baseflow0
1
2
3
13 Iron oxidizing bacteria
0
1
3
14. Leaf litter 1.5 1 0.5
15. Sediment on plants or debris 0 0. 1
16. Organic debris lines or piles 0.5 1
17. Soil -based evidence of high water table? No = 0 Yes = 3
C. Biology (Subtotal
18. Fibrous roots in streambed
3
1
0
19. Rooted upland plants in streambed
2
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21, Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23, Crayfish
0
0.5
1
-1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
Q
0.5
1
1.5
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0
"perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
4 5D - V, 0q

NC DWQ Stream Identification Form Version 4.11e
ProjectlSite:
Date:
V ZVI _ �Wj
Evaluator: z5(', �..County:
Total Points: Stream Dete circle one)
Stream is at least mtemultent Ephemeral ntermitten Perennial
i/ z 19 or i)erannial if a 30' - - -
Latitude:
Longitude:
Other
e.g. Quad Name:
'5� - L
A. Geomorphology (Subtotal = f�•�
-� �.�. _.
Sketch:
Absent
Weak _.
Moderate
_ m _
Strong
3
1 a' Continuity of channel bed and -bank
- -- _-
u
2
3
2. Sinuosity of channel aloe thalweg0
- . _. .
._-
.. -
3. In -channel structure; ex. riffle -pool, step -pool,
0
3
ripple.pool sequence
1
4. Particle size of stream substrate
0
_. _
1
_ __
2
_
3
5. Active/relict floodplain
0
6. Depositional bars or benches
2
3
7. Recent alluvial deposits
0
0
1
2
3
8. Headcuts
0
1
1.5
9. Grade control -._
0.5
1
.5
10. Natural valley
_ _.._ _
11. Second or greater order channel
No = 0
es = 3
_
°artificial ditches are not rated, see discu ions in manual
B._ijdr91o9y
(Subtotal
12. Presence of Baseflow
13, Iron oxidizing bacteria
1
-
�-
2
- _.
0'S;lPm
0 - _
14. Leaf litter
_ _ - --
15. Sediment on plants or debris
-
0.5
1.5
16. Organic debris lines or piles
_
0.5
Yes
- 3
5
17. Soil -based evidence of high water table?
C. Bi 109y (Subtotal
18. Fibrous roots in streambed
3
2
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
23
21. Aquatic Mollusks
_ _W
(� -
1
-
0.5
2
1
3
1.5
22. Fish
0.5
1
-
1.5
23. Crayfish
0
_.
0'S
1
1.5
24. Amphibians
25. Algae
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1. Other 0
'perennial streams may also be identified using other methods.
See p. 35 of manual.
,__
_.. _ ._ -------
Sketch:

GENERAL PERMIT VERIFICATION
SAW -2016-01412
DATE: 8/31/2016
EXPIRATION DATE OF VERIFICATION: 03/18/2017

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2016-01412 County; Gaston U.S.G.S. Quad: NC -MOUNT HOLLY
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Gastonia
Address: 1300 North Broad Street
Gastonia, North Carolina, 28054
Telephone Number: 704-866-6768
E-mail: erichAtworiversutilities.com
Size (acres) >1 Nearest Town McAdenville
Nearest Waterway South Fork Catawba River River Basin antee
USGS HUC 3050102 Coordinates Latitude: 35.25981
Longitude: -81.67525
Location description: The permit area is located 200 feet northwest of the intersection of Hickory Grove Road and Lakeview
Drive.
Description of projects area and activity: This verification authorizes the placement of fill material in 0.003 acre of wetlands to
facilitate the construction of a gravity sanitary sewer system. The remainder of waters of the United States within the
permittees project corridor would be crossed using Jack and bore or horizontal directional drilling and would not result in a
discharge in those waters.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: Nationwide Permit 12. Utility Line Activities
SEE ATTACHED NWP GENERAL AND REGIONAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated July 13, 2016, and the enclosed plan Sheets 16 dated July 13, 2016 and Figure 4
— Page 2 dated March 29, 2016. Any violation of the attached conditions or deviation from your submitted plans may subject
the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements. For activities
occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning
work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone]. This Department ofthe
Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local
approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David Shaeffer at 704-510-1437 or David.L.Shoefferausa_ce.armv.mil.
.0., .",
$N&W1KDAWMW17f 1Mfl
nAN6f8tDAYDlF7f�lf7(Wf057S
Corps Regulatory Official: D.1K7�1.�.,1.1�,�, �� Date: 8/31/2016
Expiration Date of Verification: 03/18/2017

Determination of Jurisdiction:
A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis For Determination: Based on information submitted by the applicant and available to the
U.S. Army Corps of Engineers, the proiect area appears to exhibit criteria for waters of the U.S. as
Piedmont and Mountains v2.0. See the preliminary iurisdictional determination form dated 8/31/2016
included in the file.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The del ineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room IOMI 5
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.
'i
Dig ltlyn.d by SHAEffE0.DANOAEI 77b07f0573
• U-SHAE wUS.GwemmenG 0750S7.ou.pKyou.V30.
Corps Regulatory Official: cn.SHA1'0831FEKDAVIDA:59-04 b0770f73
Dafa 7016D731 71:7730-0E'00'
David L. Shaeffer
Date of JD: 8/31/2016
Expiration Date of JD: not applicable
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
htip:/://corpsma�u.usace.army.mil/em apex/Vp=136:4:0

Action ID Number: SAW -2016-01412 County: Gaston
Permittee: City of Gastonia
Project Name: City of Gastonia, Phase II South Fork Sewer
Date Verification Issued: 8/31/2016
Project Manager: David Shaeffer
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David Shaeffer
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Cf Gastonia File Number: SAW-2016-01412 Date: 8/31/2016
Attached is: See Section below
INITIAL PROFFERED PERMIT Standard. Permit or Letter ofpermission) A
❑ PROFFERED PERMIT Standard Permit or Letter ofpermission) B
❑ PERMIT DENIAL C
❑ APPROVED JURISDICTIONAL DETERMINATION D
® PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or lifitp://�vww tisace.,irniv.iniI/Missions!Civi NVorks/ReaulatoryProi�,ramandPemi ts.as
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you. may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in .its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: Ifyou object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division, Attn:
Mr. Jason Steele, Administrative Appeal Review Officer
David Shaeffer, Asheville Regulatory Field Office, US
CESAD-PDO
Army Corps of Engineers, 151 Patton Avenue, Room 208,
U.S. Army Corps of Engineers, South Atlantic Division
Asheville, North Carolina 28801-5006
60 Forsyth Street, Room IOMl5
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site invest' ations.
Date:
Telephone number:
Signature of appellant oragent.
For appeals on Initial Proffered Permits send this fora: to:
District Engineer, Wilmington Regulatory Division, Attn: David Shaeffer, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Ann: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): August 31,
2016
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: City of Gastonia, 1300 North Broad
Stret, GAstonia, North Carolina 28054
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, City of Gastonia, Phase II South Fork Sewer,
SAW -2016-01412
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: This determination only applies to the impact
WI permit area associated with the PCN signed and dated July 13, 2016 and included in the administrative record for
this file.
State: NC County/parish/borough: Gaston City: McAdenville
Center coordinates of site (lat/long in degree decimal format): Lat. 35.2598061 N, Long. -81.07525° W.
Universal Transverse Mercator:
Name of nearest water body: South Forte Catawba River
Identify (estimate) amount of waters in the review area:
Non -wetland waters: None in permit area. linear feet: width (ft) and/or acres.
Cowardin Class:
Stream Flow:
Wetlands: 0.003 acres.
Cowardin Class: Forested partially forested but mostly emergent.
Name of any water bodies on the site that have been identified as Section 10 waters:
Tidal: None.
Non -Tidal: None
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLIES):
® Office (Desk) Determination. Date: 8/31/20I6
❑ Field Determination. Date(s):
1, The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit
applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an
approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other
general permit verification requiring "pre -construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby
made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which
does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD
before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD
could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the
right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit
authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that
undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the
applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable;
(6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any
form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on
the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal
court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as
is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or
individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal,
jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make

an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters
on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be"waters of the United States on the subject project site, and identifies all aquatic
features on the site that could be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case
file and, where checked and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Sheets 16 dated July 13, 2016 and
Figure 4 — Page 2 dated March 29, 2016.
® Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
❑ USDA Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Flood Iain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: Aerial (Name & Date): Most recent Bing satellite imagery.
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE The information recorded on this form has not necessarily been verified by the Corns and should
not be relied upon for later iurisdictional determinations.
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining the signature is
Impracticable)
Digitally signed by
SHAEFFEa.DAVIDISGH.1260750573
DN: cd1S, o.U.S. Government
ou=DoD, ou=PKI, ou: USA,
.i•
cn-SHAEFFERDAVID.IEIGH.12607S057
3
Date: 2016.08-311 152.S2 -04'00'
Signature and date of
Regulatory Project Manager
(REQUIRED) 8/31/2016
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining the signature is
Impracticable)

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Legend
Weiland and Stream Boundaries (as delineated by LaBella)
Jurisdictional Wettand and Stream Areas (as delineated by LaBella" "
Lam,iy Stream
Weiland -
O Welland or Stream Boundary Flag Locations
Ax-
-1 Drainage Direction Arrows (Approximate)
• PFO -PEM Divide (Approximate) taf
_ Culverts or Bridges (Approximate) �---------- �
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3 Welland Delineation Study Area (Approximate) 0 40 80 160
• Proposed Sewer Route(Approximate) — Feet N r '
{ pproximate)
1 inch = 80 fleet ti
Document Path:11PEASE-ADt4Shareslprojeas-20lx113.0\City of GastoniMSouth Fork SewenWetlandslDrawmgs\Gastonia Wetlands Map (2016-03.29).mxd Figure 4 —Page 2

ORIGINAL
APPROVAL OF 401 WQ CERTIFICATION
JULY 29, 2016

Water Resources
ENVIRONMENTAL QUALITY
July 29, 2016
Mr. Matt Bernhardt
Dir. Public Works
P.O. Box 1748
Gastonia, NC 28053
PAT MCCRORY
(;urrr7wr
DONALD R. VAN DER VAART
Rrcrcrarr
S. JAY ZIMMERMAN
DWR# 16-0691
Gaston County
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions
Phase 2 South Fork Sewer Project
Dear Mr. Bernhardt:
You have our approval, in accordance with the General Certification and those
conditions listed below, for the purpose proposed in your application dated July 13, 2016, and
received by the Division of Water Resources (the Division) on July 14, 2016. After reviewing
your application, we have determined that this project is covered by Water Quality General
Certification Number 3884 which can be viewed on our web site at
https://deg. nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-
branch/401-wetlands-buffer-permits/401-general-certifications. The General Certification allows
you to use Nationwide Permit Number 12 once it is issued to you by the U.S. Army Corps of
Engineers (COE). Please note that you should get any other federal, state or local permits
before proceeding with your project, including those required by (but not limited to) Sediment
and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. It is advised that all conditions of the
Certification are reviewed prior to initiation of the project. In addition to the requirements of the
Certification, you must also comply with the following conditions:
This approval is only valid for the purpose and design that you described in your
application. If you change your project, you must notify us in writing, and you may be
required to send us a new application for a new Certification. If total wetland fills for this
project (now or in the future) exceed one acre, or of total impacts to streams (now or in
the future) exceed 150 linear feet, compensatory mitigation may be required. If the
property is sold, the new owner must be given a copy of the Certification and approval
letter; and is thereby responsible for complying with all conditions. 15A NCAC 02H
.0506 and 15A NCAC 02H .0507
2. Approved Impacts:
Type of Impact
Amount Approved Amount Approved
Temporary Impact Permanent Impact
Wetland
0 acre 0.003 acre
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Officel 610 East Center Avenue, Suite 301 Mooresville, NorthCarolina 28115
704 663 1699

This Certification can be contested as provided in Articles 3 and 4 of the General Statute
150B by filing a written petition for an administrative hearing to the Office of the Administrative
Hearings (hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/or by calling the OAH Clerk's Office at [phone].
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any applicable
OAH filing fee is received in the OAH during normal office hours (Monday through Friday, 8:00
am to 5:00 pm, excluding state holidays).
The petitions may be faxed to the OAH at [phone], provided the original and one
(1) copy of the petition along with any applicable OAH filing fee is received by the OAH within
five (5) business days following the faxed transmission. Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx, etc.)
Office of Administrative Hearings
1711 New Hope Church Rd.
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served on DEQ as follows:
Mr. Sam M. Hayes, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional
Office at 704-663-1699 or Ms. Karen Higgins in the Central Office in Raleigh 919-807-6360.
Si erely,1-V-
Fd-f-- W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachments
cc: Eric Howard, Two Rivers Utilities (erich two rivers utiIities.com)
David Brown, Army Corps of Engineers, Asheville (email)
Karen Higgins, Wetlands Unit
MRO, Land Quality

STATE OF NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE GENERAL PERMIT FOR IMPACTS TO ISOLATED AND
OTHER NON -404 JURISDICTIONAL WETLANDS AND WATERS
PERMIT NUMBER: IWGP100000
FOR PROJECTS IMPACTING LESS THAN OR EQUAL TO ONE (1) ACRE OF
ISOLATEDAND OTHER NON -404 WETLANDS, LESS THAN OR EQUAL TOTHREE
HUNDRED FEET (300) OF ISOLATEDSTREAMS AND/OR LESS THAN ONE-THIRD
ACRE (1/3) OFISOLATED SURFACE WATERS
In accordance with the provision of Article 21 of Chapter 143, General Statutes of North Carolina
as amended and other lawful standards and regulations, including 15A NCAC 02H .1300 and 15A
NCAC 02B .0200, promulgated and adopted by the North Carolina Environmental Management
Commission.
Permission is hereby granted to all owners or operators of activities which impact isolated and
other non -404 wetlands, isolated streams or other isolated waters in accordance with the
conditions set forth in this General Permit.
This General Permit shall become effective on March 19, 2012.
This General Permit shall expire at midnight on March 18, 2017 or unless otherwise rescinded or
until deemed appropriate by the Director of the NC Division of Water Quality (DWQ).
Charles Wakild, P.E., Director
Division of Water Quality
By the Authority of the
NC Environmental Management Commission

PROJECT
VICINITY MAP
(NO SCALE)
City of
Gastonia
PROJEC
ARE
0
We are TRV to our customers!
PHASE II
SOUTH FORK CATAWBA REGIONAL
WASTEWATER IMPROVEMENTS
City of
74)
SRL No.: E -SRL -T- 13 -0090
INDEX OF SHEETS
SHEET 1
COVER SHEET
SHEET 2
OVERALL LAYOUT & CONSTRUCTION NOTES
SHEETS 3-13
LINE FM -1 PLAN & PROFILE SHEETS
SHEETS 14 & 15
LINE GS -1 PLAN & PROFILE SHEETS
SHEETS 16 & 17
LINE FM -2 PLAN & PROFILE SHEETS
SHEETS 18 — 24
DETAILS
SHEETS 25 — 28
PUMP STATION SITE PLAN & DETAILS
SHEET 29-35
ELECTRICAL
GASTONI N
Great Place. Great People. Great Promise.
Revisions
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
ADDENDUM N.. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
CA
gut
0880"
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: NO SCALE
Date: 12/11/2017
701-265
SHEET 1 OF 35

PROP. MCADENVILLE PUM
STATION SEE SHEETS 242
1
CONSTRUCTION NOTES
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, COUNTY, STATE AND UTIUTY CONSTRUCTION PERMITS UNLESS OTHERWISE INCLUDED WITH THESE
CONTRACT DOCUMENTS.
2. LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND DEPTH PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL CALL NC ONE CALL CENTER AT 1-800-632-4949 PRIOR TO EXCAVATION, BORING OR POTHOLING.
3. NO ADDITIONAL PAYMENT SHALL BE MADE FOR URUTY RELOCATION COORDINATION OF DELAYS CAUSED BY UTILITY CONFLICTS. ALL COSTS RELATED TO
UTILITY COORDINATION AND RELOCATIONS, INCLUDING ADDITIONAL POTHOLING, ARE TO BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICES
OF THE BID.
4. FOR ANY WATERLINE INSTALLED ABOUT SANITARY SEWER, A MINIMUM OF 18 -INCH VERTICAL CLEARANCE MUST BE MAINTAINED BETWEEN THE TOP OF THE
SANITARY SEWER AND THE BOTTOM OF THE WATERMAIN PIPING. AT THE CROSSING BOTH THE WATERMAN AND SANITARY SEWER SHALL BE DUCTILE IRON
PIPE (DIP), MINIMUM PRESSURE CLASS 350.
5. CONTRACTOR SHALL RESTORE ALL STRUCTURES, LOTS, SWALES, DITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, SIGNS,
LANDSCAPING, PIPING AND UTILITIES DISTURBED DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITIONS.
6. CONTRACTOR SHALL COORDINATE ALL UTILITY REMOVALS AND RELOCATIONS WITH PROPER OWNERS, AUTHORITIES AND UTILITY COMPANIES TO PREVENT
CONFLICTS.
7. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALL TIMES. PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST
TWO DAYS IN ADVANCE OF WORK IN OR CROSSING OF DRIVEWAYS.
8. ALL LANDSCAPING, INCLUDING SIGNS, MUST BE PROTECTED DURING CONSTRUCTION. IF LANDSCAPING IS IN THE PATH OF CONSTRUCTION, IT SHALL BE
RELOCATED OR REMOVED ONLY AFTER RECEIVING PERMISSION FROM THE PROPERTY OWNER.
9. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OPERATIONS.
10. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
11. CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE.
12. COMPACT ALL RLL AREAS TO THE DENSITY DETAILED IN THE PROJECT SPECIFICATIONS OR PER THE GEOTECHINCAL RECOMMENDATIONS.
13. CARE MUST BE TAKEN WHEN WORKING NEAR POWER POLES. EXTRA SHORING, BRACING OR RELOCATION MAY BE NECESSARY.
14. ALL WORK PERFORMED WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RIGHTS-OF-WAY SHALL BE PERFORMED IN STRICT ACCORDANCE
WITH THE NCDOT CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THE WORK AND ADHERING TO THE RIGHT-OF-WAY ENCROACHMENT CONTRACT SPECIAL
PROVISIONS.
OVERALL LAYOUT &
CONSTRUCTION NOTES
EASING
— GIS PROPERTY LINE�r
EXISTNG
CONCRETE
FUTURE
— — — RIGHT—OF—WAY
+Hi� RAILROAD TRACKS
TE.6 ry
TELEPHONE OR CAN PEDESTIAL
OU
— - — UNDERGROUND TELEPHONE OR TV
LINE GS -1
FO UNDERGROUND FIBER OPTIC CABLE
FO
UNDERGROUND FIBER OPTIC SIGN
PROPOSED
—«<—«E— OVERHEAD ELECTRIC
GAS
.. 1 MAIN Y1.GHYfR Rp
NICKO�
—FM— FORCEMAIN
— u-— GAS LINE
a,
CONSTRUCTION NOTES
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, COUNTY, STATE AND UTIUTY CONSTRUCTION PERMITS UNLESS OTHERWISE INCLUDED WITH THESE
CONTRACT DOCUMENTS.
2. LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND DEPTH PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL CALL NC ONE CALL CENTER AT 1-800-632-4949 PRIOR TO EXCAVATION, BORING OR POTHOLING.
3. NO ADDITIONAL PAYMENT SHALL BE MADE FOR URUTY RELOCATION COORDINATION OF DELAYS CAUSED BY UTILITY CONFLICTS. ALL COSTS RELATED TO
UTILITY COORDINATION AND RELOCATIONS, INCLUDING ADDITIONAL POTHOLING, ARE TO BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICES
OF THE BID.
4. FOR ANY WATERLINE INSTALLED ABOUT SANITARY SEWER, A MINIMUM OF 18 -INCH VERTICAL CLEARANCE MUST BE MAINTAINED BETWEEN THE TOP OF THE
SANITARY SEWER AND THE BOTTOM OF THE WATERMAIN PIPING. AT THE CROSSING BOTH THE WATERMAN AND SANITARY SEWER SHALL BE DUCTILE IRON
PIPE (DIP), MINIMUM PRESSURE CLASS 350.
5. CONTRACTOR SHALL RESTORE ALL STRUCTURES, LOTS, SWALES, DITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, SIGNS,
LANDSCAPING, PIPING AND UTILITIES DISTURBED DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITIONS.
6. CONTRACTOR SHALL COORDINATE ALL UTILITY REMOVALS AND RELOCATIONS WITH PROPER OWNERS, AUTHORITIES AND UTILITY COMPANIES TO PREVENT
CONFLICTS.
7. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALL TIMES. PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST
TWO DAYS IN ADVANCE OF WORK IN OR CROSSING OF DRIVEWAYS.
8. ALL LANDSCAPING, INCLUDING SIGNS, MUST BE PROTECTED DURING CONSTRUCTION. IF LANDSCAPING IS IN THE PATH OF CONSTRUCTION, IT SHALL BE
RELOCATED OR REMOVED ONLY AFTER RECEIVING PERMISSION FROM THE PROPERTY OWNER.
9. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OPERATIONS.
10. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
11. CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE.
12. COMPACT ALL RLL AREAS TO THE DENSITY DETAILED IN THE PROJECT SPECIFICATIONS OR PER THE GEOTECHINCAL RECOMMENDATIONS.
13. CARE MUST BE TAKEN WHEN WORKING NEAR POWER POLES. EXTRA SHORING, BRACING OR RELOCATION MAY BE NECESSARY.
14. ALL WORK PERFORMED WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RIGHTS-OF-WAY SHALL BE PERFORMED IN STRICT ACCORDANCE
WITH THE NCDOT CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THE WORK AND ADHERING TO THE RIGHT-OF-WAY ENCROACHMENT CONTRACT SPECIAL
PROVISIONS.
OVERALL LAYOUT &
CONSTRUCTION NOTES
EASING
— GIS PROPERTY LINE�r
EXISTNG
CONCRETE
FUTURE
— — — RIGHT—OF—WAY
+Hi� RAILROAD TRACKS
TE.6 ry
TELEPHONE OR CAN PEDESTIAL
— — — — PROPERTY LINE
— - — UNDERGROUND TELEPHONE OR TV
FO UNDERGROUND FIBER OPTIC CABLE
FO
UNDERGROUND FIBER OPTIC SIGN
PROPOSED
—«<—«E— OVERHEAD ELECTRIC
GAS
UNDERGROUND GAS SIGN
—FM— FORCEMAIN
— u-— GAS LINE
a,
POWER POLE W / GUY WIRE
--mmmmm-- CUT & PATCH (FORCEMAIN)
—y—�— 2" WATERLINE
BORE & JACK
12" WATERLINE
LIGHT POLE
plan view
16" WATERLINE
—
SIGN
=— = profile view
-------
------- STORM DRAIN
9
SEWER MANHOLE
DIRECTIONAL DRILL
WOODS LINE
STORM DRAIN MANHOLE
FM plan view
DITCH OR TOE OF SLOPE
®
WELL
profile view
—'—'— — FENCE
FG 0
FIBER OPTIC PEDESTAL
® AIR RELEASE / VACUUM VALVE
VARIOUS TREES & SHRUBS
OT
COMMUNICATION MANHOLE
GRAVITY SEWER
�— CUT & PATCH (GRAVITY SEWER)
® HOUSE / STRUCTURE
0
RIGHT—OF—WAY MARKER
m
Ji
STORM CATCH BASIN
SEWER MANHOLE
100 YR. FLOOD PLAIN
pd
WATER VALVE
_ _ _ _
C — _ — — EASEMENT
g4� FLOOD ELEVATION
FIRE HYDRANT
--------- SEWER EASEMENT
m
WATER METER
ss GRAVITY SEWER
cv
— — — RIGHT—OF—WAY
pQ
GAS VALVE
®
ELECTRICAL BOX
®
RIP RAP APRON
2000 0 4000
HORIZONTAL
SCALE IN FEET
CREEK
Revisions
0
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/2412017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/112017
awn By: GAQ
ecked By: MWB
ty Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 2 OF 35

LIMITS OF CONSTRUCTION SHALL BE o
RIGHT-OF-WAY OR LIMITS OF EASEMENT
PROP. MCADENVILLE
REGIONAL PUMP STATION
- SEE SHEET 24 THRU 27
\ �� \ i • • WESLEYAN DEVELOPMENT LLC
99
\\ \ \
PIN #3585-13-3992
\— \ \\I • .,yp D84526 PG 1424 �g �� '� \ /4 100 YR. FLOOD PLAIN EXISITNG POND
FUTURE SUBDIVISION 1Q/� / \ W G ao
\ \\ PIN#58RR 5-Rasa10 1-'1 C%1 � z U
BRACE EXISTING 8' SANITARY SEWER \ I--1
BEGIN FM-1 DURING INSTALLATION OF FORCE MAIN 1\ DB 0358 PG 050 Q w 7
\ \ O .a TEMPORARY SURGE z
TEMPORARY DOUBLE \ /� STA. -INC I� STONE ENTRANCE/EXIT O O
STONE OUTLET �, '�„ ° m 1 - 18-INCH 45° BEND 1
\••♦ \STA. 0+38 \ \\ 5'�j / '- NOTE: EXISTING TREES ARE CULTURALLY SENSITIVE T. y a w W
1 - 16-INCH 45° BEND �E+�5 / .. a '\ AND SHALL BE PROTECTED FROM DAMAGE. t� V w
EXIST. LIMITS \ I \ / i /OVE AND REPLACE 11 LF \\\ CONTRACTOR SHALL PROVIDE 1 YEAR WARRANTY
AGAINST SURVIVAL OF EXISTING TREES. i
OF DEBRIS \ \ \ ij .p
\. z \ \\X"� �: •'• �STINGGRAVE� DRIVE 15' (TWJ �� ig�.. O C/] O
16-INCH C-905 DR-28 Asa _ _ 0� ... / .. `� '/ \ -
•` i \ \ i� / / ^ \ \�. 1 - 16-INCH 22.SABEND
PVC FORCE MAIN \\\ q ////� �•
\• \\\\ / ij ilii/ 1i� i \ / h
(` 1 - 181NCH - 11.25° BEND i I•?
� /,/ DEFLECT FORCE MAIN AS
TEMPORARY STONE OUTLET (TYP.) \ "'4.- �^ - } p )) i 164NCH C-905 DR-26 NECESSARY AROUND TREE
A. I(�
> � \�-\� PVC FORCE MAIN
♦• / \ v \/ \1� t� / A
\ 1, \j t F' - �.°„ \ EXIST. IRRIGATION PUMP 35' PERMANENT GENERAL DRAINAGE,
LINE GS-1 SEE 10SC26 TEMP. � � t I) a ,�� UTILITY & ACCESS EASEMENT
CONSTRUCTION
SHEET 14 ,-
\. EASEMENT /� i i - t0' RESTORE LANDSCAPING - �1
TEMPORARY SEDIMENT TO EXIST. CONDITIONS
FENCE (TYP.) \• 16-INCH DR 11 HDPE
i
°\. . DIRECTIONAL DRILL , \ ^
•\. /• BEGIN STA. 1+72+-•—__Fu-_.__ — — J ' �' f', 4 F
PHARR vARNSLLC •�/' END STA. 3+72 -- I'll I �. \ �, J -._..- --F—FM FM 7+0
— _
PHARR YARN
PIN #358E-14-1910 { —� II - I NF1
DB 0358 PG 050 REMOVE AND REPLACE�----�--
EXISTING CONCRETE / RIPRAP
FROM DRAINAGE STRUCTURE
L--'-- »/ r STA. 7+19 � U
CUT & PATCH 193LF / 1p' 1. 18 INCH 45° BEND
L5; I / EXIST. ASPHALT ROAD / DRIVE // N
/ / CUT 8 PATCH 293LF 0
20 0 40 l_ 3 \ I I I w L / I EXIST. ASPHALT PARKING LOT / DRIVE O
\ 5
� �Yc / PHARR YARNS LLC
TEMPORARY SURGE PIN #3585-05-e47s TEMPORARY DOUBLE
% - I W DB 4554 PG 1334
HORIZONTAL I �i�i/ ;`_ �":' I J STONE ENTRANCEIEXIT STONE OUTLET
SCALE IN FEET 1 ( 100 YR. FLOOD PLAIN
TEMPORARY SEDIMENT;
1--40' (FULL SIZE)'
1--BO' (HALF SIZE) FENCE (TYP.) TEMPORARY SEDIMENT FENCE (TYP.)
LINE FM-1
3
w - —
R� w I Revisions:
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
590 m __ --._ m z __.__. 590 NEGOTIATED CHANGES
IADDENDUMNo.3
u �a
NEGOTIATED MATERIAL.
CHANGES
f0 ib u5 G� 12/11/2017
— PROX, 1000R. FLOOD—PLAI� - PQM �dPg`�N�
EXIST. 8" SEWER
581.251 -ASPHALT DRIVE E
—_ EX G--�aS11: 8'RCP
18" MIN. y LAKEVIEW OR i f-----
j _---_- �----\ (I INV =�79.57t
SEE SHEET 26 FOR 580 _ -- (-`'"y`-- 18" MIN. - -- 5803' MIN.
CONNECTION TOPUMP STATION528LF 16-INCH
-�---i__ FORCE 9--�Q--28C DR-26 PVC Mq
IN ---
'
1-HOPEIPVC TRANSITIO STAN+72 I -- - IST. e;°SEWER
N SLEEVE FIST.
ABANDONED)
BEGIN HDPE T. ----- NV=571,60± ,tYjCAI?
' (TO BE SE� ED A:3+72
—
570 _ e 69.4__ 481 _ 'HDPE/PVC TRANSITION SLEEVE 570 a.
' -D HDPE _ .— _ _ — _ _ — — — — — — — _ — _ = OSYOY�
GOLF S" DRI HDPE SURFACE ELEV. 570.15
565 DIRE TION DRILL MIN SURFACE ELEV T CROSSING 565 0 Drawn By: GAQ
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+DO2 Checked By: MWB
VERTICAL City Engineer: GBS
SCALE IN FEET Scale: AS SHOWN
1----60' (HALF40' (2t SIZE) Date: 12/11/2017
1 SIZE)
701-265
SHEET 3 OF 35

610
STA. 09+14
1 -AIR RELEASE / VACUUM VALVE
(INSTALL AT HIGH POINT OF UNE)
35' PERMANENT GENERAL DRAINAGE,
X�UTILITY &ACCESS EASEMENT
G POND ,fl/
10'x30'
LAUNCHING PIT
\ 70,00
CUT & PATCH 70LF
EXIST. PARKING DRIVE,,
NEW 18 -INCH C 905
DR -26 PVC FORCE MAIN -
�\
STA 10+33
1 - DIPIPVC TRANSITION
COUPLING -BEGIN DIP
z /
INV -585.71'± /
'f100 YR. FLOOD PLAIN (TYP.) /
BORE & JACK 70LF 304NCH STEEL CASING
(MIN. THICKNESS 0.312') W / BOLF 16 -INCH
CLASS 52 DI PIPE FORCE MAIN
BEGIN CASING: STA. 10+37
END CASING: 11+11
10�RECEIVING PIT
STA. 11+26
1 - 16 -INCH 11.25° BEND
TEMPORARYSURGE
/ STONE ENTRANCE/EXIT / i o5 Bull's
T
/ STA, 13+66
tea.
�\ �✓ 1 - 16 -INCH 45° BEND BEND
\� pOp�gR ST �\
BELMONT LANL
\ PIN #3575-85-8226
DB 4297 PG 0108
LIMITS OF CONSTRUCTION SHALL BE
RIGHT-OF-WAY OR LIMITS OF EASEMENT
TEMPORARYSURGE I � SyFF`�ti
BELMONT LAND & INVESTMENT CO / / ' STONE ENTRANCE/EXIT T
PIN #3575-85-8226 / i -ti• s ST
DB 4297 PG 0108
FUTURE SUBDIVISION / / / 28 OXO
WETLANDAREA
STA. 13+75 WESLEYAr7-
2 1 - 18 -INCH 45° BEND- PINa�\\\�\\��
TEMPORARY SEDIMENT TEMPORARY STONE ,' .
FENCE (TYP.) OUTLET (TYP.) /� c` J•7 i % . \ \ \
WOODED AREA
-INCH -905 1 \ \\ PIN #3\5LWESLEYANDEVEOPMENT LL�
NEW16 75-94-4976
DR -26 PVC FORCE MAIN
STA. 18+95
,� \ D8 4148 PG 1459
\ ` 1 �' �- \ \\ � / /
1 - AIR RELEASE / VACUUM VALVE
(INSTALL AT HIGH POINT OF LINE \ %� -\ \ •�.qp EXIST. 8- SEWER
EXIS�.�'SEN£R- 1 - 16 -INCH RW GATE VALVE (MJ) �` \ 7 - - \s�1 / s e (TYP-) -`
-- \
1 - 18"CTEE (MJ)
-E�5ix\ 1 - 12" EMERGENCY CONNECTION00 FUTURE SUBDIVISION
-so,YC
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DIRECTIONAL DRILL '9•p
BEGIN STA. 17+25
_ \ - END STA 21+65
EXIST 8 SEWER
LINE FM -1
_ 30' PERMANENT GENERAL DRAINAGE,
UTILITY & ACCESS EASEMENT 20 0 40
�\ STA 17+25 HORIZONTAL
v - 1 - HDPE/PVC TRANSITION SLEEVE
SCALE IN FEET
-'tet \ \ BEGIN HDPE 1--40' (FULL SIZE)
+a`" ss� ...• 1"-80' (HALF SIZE)
STA 17+20
1 - 164NCH 11.25° BEND
1 - 18 -INCH 45° BEND
610
w
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40' PERMANENT GENERAL DRAINAGE,
UTILITY & ACCESS EASEMENT
U
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0
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cc
0
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ro TEMPORARY SEDIMENT
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TEMPORARYSURGE
/ STONE ENTRANCE/EXIT / i o5 Bull's
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/ STA, 13+66
tea.
�\ �✓ 1 - 16 -INCH 45° BEND BEND
\� pOp�gR ST �\
BELMONT LANL
\ PIN #3575-85-8226
DB 4297 PG 0108
LIMITS OF CONSTRUCTION SHALL BE
RIGHT-OF-WAY OR LIMITS OF EASEMENT
TEMPORARYSURGE I � SyFF`�ti
BELMONT LAND & INVESTMENT CO / / ' STONE ENTRANCE/EXIT T
PIN #3575-85-8226 / i -ti• s ST
DB 4297 PG 0108
FUTURE SUBDIVISION / / / 28 OXO
WETLANDAREA
STA. 13+75 WESLEYAr7-
2 1 - 18 -INCH 45° BEND- PINa�\\\�\\��
TEMPORARY SEDIMENT TEMPORARY STONE ,' .
FENCE (TYP.) OUTLET (TYP.) /� c` J•7 i % . \ \ \
WOODED AREA
-INCH -905 1 \ \\ PIN #3\5LWESLEYANDEVEOPMENT LL�
NEW16 75-94-4976
DR -26 PVC FORCE MAIN
STA. 18+95
,� \ D8 4148 PG 1459
\ ` 1 �' �- \ \\ � / /
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(INSTALL AT HIGH POINT OF LINE \ %� -\ \ •�.qp EXIST. 8- SEWER
EXIS�.�'SEN£R- 1 - 16 -INCH RW GATE VALVE (MJ) �` \ 7 - - \s�1 / s e (TYP-) -`
-- \
1 - 18"CTEE (MJ)
-E�5ix\ 1 - 12" EMERGENCY CONNECTION00 FUTURE SUBDIVISION
-so,YC
d �
NEW 16 INCH DR11 HDPE 9h�
DIRECTIONAL DRILL '9•p
BEGIN STA. 17+25
_ \ - END STA 21+65
EXIST 8 SEWER
LINE FM -1
_ 30' PERMANENT GENERAL DRAINAGE,
UTILITY & ACCESS EASEMENT 20 0 40
�\ STA 17+25 HORIZONTAL
v - 1 - HDPE/PVC TRANSITION SLEEVE
SCALE IN FEET
-'tet \ \ BEGIN HDPE 1--40' (FULL SIZE)
+a`" ss� ...• 1"-80' (HALF SIZE)
STA 17+20
1 - 164NCH 11.25° BEND
1 - 18 -INCH 45° BEND
610
w
W
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0
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cc
0
3
L
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+uu 20+00
570
Z1+U0
!1 - Ir -7s.'17
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 4 OF 35
2
QI
Revisions:
--
-
y
ADDENDUMNo. 1
"
^
8/1912016
—
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
600
—
--.
- _.
—#—{-
�j
Ri .u�m
--
ADDENDUMNo.3
EXIST. 30' 'RCP
. 1
'+'$
NEGOTIATED MATERIAL
INV=597.065
3
__
^
CHANGES
i
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(TYP.
8" MIN. TY
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12/1112017
590z
^
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' PVC
18 MIN. (TYP.) j 3 cns I 18" MIN. (TYP.)
.- -
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INV 583.06t
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C-
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BEGIN HOPET,o'Ife�-u--� -- EVE -'
- -. -
-
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-- -
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570
Z1+U0
!1 - Ir -7s.'17
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 4 OF 35

I
NEW 18 -INCH C-905 DR -26
STA, 25+90
1.
PVC FORCE MAIN
,
--i`
' I
STA. 23+57
—
WATER MAIN STANDARD
TEMPORARY SURGE
1 - 16 -INCH 11.25° BEND
1 - DIP/PVC TRANSITION
STONE ENTRANCE/EXIT -
COUPLING - BEGIN DIP
1
CD CD
4.FUTUREIBDIVISION
N N
\
SLEYAN DEVELOPMENT LLC
�� EXIST. �6" WATER PIN J35754-94-4976
TEMPORARY STONE
OUTLET (TYP.)
\ 5'x10'
\
u.
N W
(rYP� \ DB 4148 PG 7x59
Y" \ ��
)UB
/""�' TEMPORARY DOUBLE
/ STONE OUTLET
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NEW 16 -INCH DR11HDPE
DIRECTIONAL DRILL
BEGIN STA. 17+25
END STA. 21+65
65LF OF 16'. DR 11
DIRECTIONAL
1— f' r,EXIST
W •... / &R 1 50' RW (TYP)
U U) - - ) EXIST. a- (\:
sh
FORCE MAIN TO BE CONSTRUCTED
LIMITS OF CONSTRUCTION SHALL BE I AND TESTED TO WATERMAIN STANDARDS FROM
RIGHT-OF-WAY OR LIMITS OF EASEMENT STA. 25+90 TO 34+40 IN THIS SECTION
STA. 21+85 — �� � _ , ,o ^ — �ic` —� � ��`7 I—
1 - HDPE/PVC TRANSITION '� �• s �— -: /
SLEEVE - END HDPE �� ' — _ ._•--- \' STA. 25+90
• EXIST. B' SEWER T. 8' WATER 1 • 18 -INCH 90° BEND
(TYP.) ' 10'x15'
I FUTURE ISUBDIVISION STA. 26+35 LAUNCHING PIT
WESLEYAN DE OUBLE LOPMENT LLC 1 - 18 -INCH 90° BEND MOODY CLYDE JR
EXIST.CURB dt GUTTER (TYP.) PIN p357 —94-4976 TEMPORARY DPIN JJ3575-4
DB 414 PG 7459 STONE OUTLET TEMPORARY DB 7370 PGC 0588 0588
SEDIMENT FENCE
I
(TYP) �
LINE EM -1
MOODY, SCOTT M
PIN #3575-84-9508
DB 1370 PG 0590
16 -INCH C-905 DR -26 PVC
FORCE MAIN
EXIST. .7:
DEFLECT FORCEMAIN
AROUND AS NEEDED
MOODY, LARRY --
PIN #3575-84-8417
DB 2142 PG 0795
CONTRACTOR TO REMOVE 8 J
RELOCATE FENCE TO RIGHT -OF -WAV
Z��
® o
s0' RW +
M N
- �o
U f0
Z W
J UJ
30 -,Go
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
650
630
620
2L100 440
HORIZONTAL
YIG�O
SCALE IN FEET
1-:40' (FULL SIZE)
1--80' (HALF SIZE)
4
0
610
2
VERTICAL
SCALE IN FEET
1-=4' (FULL SIZE)
1'®8' (HALF SIZE)
600
30+00
Revisions
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIA!.
CHANGES
12/11/2017
NUL
08a0W
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 5 OF 35
STA, 25+90
1.
BEGIN CLASS 52 16 -INCH DI
PIPE CONSTRUCTED TO
WATER MAIN STANDARD
1 - DIP/PVC TRANSITION
COUPLING - BEGIN DIP
1
BORE & JACK 40LF 30 -INCH STEEL CASING
(MIN. THICKNESS 0.312') W / 45LF 16 -INCH
CLASS 52 DI PIPE FORCE MAIN
TEMPORARY
BEGIN CASING: STA. 25+95
SEDIMENT
END CASING: 26+25
FENCE (TYP.)
\
1
v WRICH, T ST (SR 2210)
-
29+00
STA. 21+85 — �� � _ , ,o ^ — �ic` —� � ��`7 I—
1 - HDPE/PVC TRANSITION '� �• s �— -: /
SLEEVE - END HDPE �� ' — _ ._•--- \' STA. 25+90
• EXIST. B' SEWER T. 8' WATER 1 • 18 -INCH 90° BEND
(TYP.) ' 10'x15'
I FUTURE ISUBDIVISION STA. 26+35 LAUNCHING PIT
WESLEYAN DE OUBLE LOPMENT LLC 1 - 18 -INCH 90° BEND MOODY CLYDE JR
EXIST.CURB dt GUTTER (TYP.) PIN p357 —94-4976 TEMPORARY DPIN JJ3575-4
DB 414 PG 7459 STONE OUTLET TEMPORARY DB 7370 PGC 0588 0588
SEDIMENT FENCE
I
(TYP) �
LINE EM -1
MOODY, SCOTT M
PIN #3575-84-9508
DB 1370 PG 0590
16 -INCH C-905 DR -26 PVC
FORCE MAIN
EXIST. .7:
DEFLECT FORCEMAIN
AROUND AS NEEDED
MOODY, LARRY --
PIN #3575-84-8417
DB 2142 PG 0795
CONTRACTOR TO REMOVE 8 J
RELOCATE FENCE TO RIGHT -OF -WAV
Z��
® o
s0' RW +
M N
- �o
U f0
Z W
J UJ
30 -,Go
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
650
630
620
2L100 440
HORIZONTAL
YIG�O
SCALE IN FEET
1-:40' (FULL SIZE)
1--80' (HALF SIZE)
4
0
610
2
VERTICAL
SCALE IN FEET
1-=4' (FULL SIZE)
1'®8' (HALF SIZE)
600
30+00
Revisions
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIA!.
CHANGES
12/11/2017
NUL
08a0W
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 5 OF 35

PSNC ENERGY GAS NOTE:
1. AS WELL AS CALLING 811 FOR UTILITY LOCATES.
HWY 74 & 29 (WILKINSON BLVD.) HAVE HIGH PRESSURE GAS LINES. A PSNC ENERGY
REPRESENTATIVE HAS TO BE PRESENT DURING CONSTRUCTION, CONTACT PSNC
ENERGY 48 HOURS PRIOR TO BORING OR DIGGING IN THIS AREA. (704-810-3209)
FORCE MAIN TO BE CONSTRUCTED
AND TESTED TO WATERMAIN STANDARDS FROM
STA. 25+90 TO 34+40 IN THIS SECTION
TEMPORARY DOUBLE —
STONE OUTLET
STA. 37+201 11
1 -16-INCH 45° BEND av\\
NEW 18 -INCH C-905 DR -26
\ 0 PVC FORCE MAIN
so
s
\ TEMPORARY INLET
\ PROTECTION (TYP.) \ \.
CUT &PATCH 20TH
EXIST. CONCRETE DRIVE
ABANDONED
Y
= r i i/sem
O y i
i
GOODSON DORIS T
PIN #3575-84-7316
DB 1832 PG 0298
CONTRACTOR TO REMOVE FENCE & GATE
ALONG THE FRONT OF PROPERTY (ROLL UP
FENCE POSTS AND GATE TO REMAIN ON
SITE). CONTRACTOR TO INSTALL CORNER
POSTS APPROX. 1' BEHIND THE GENERAL
UTILITY EASEMENT.
680
670
660
650
645
30+00
EXISTING WELL
'. REMOVE & REPLACE 11 LF .
ya EXIST. GRAVEL DRIVE
CONTRACTOR TO REMOVE & RELOCATE
/,gyp EXISTING FENCE TO RIGHT -OF -WAV
NEW 104NCH C-905
DR -26 PVC FORCE MAIN
REMOVETREE
CUT & PATCH TH MORqN#
NIE F
EXIST. CONCRETE DRIVE 1Y✓// 575-84-622
111 PG 0261
CONTRACTOR TO REMOVE FENCE & GATE
ALONG THE FRONT OF PROPERTY (ROLL UP
FENCE POSTS AND GATE TO REMAIN ON
SITE). CONTRACTOR TO INSTALL CORNER
POSTS APPROX. 1' BEHIND THE GENERAL
UTILITY EASEMENT.
i
STA. 34+40
1-DIPIPVC TRANSITION
COUPLING - END DIP
En
SHULER JAMES E & HOPE
PIN #3575-83-3966
DB 1250 PG 0538
PB 041 PG 036
CUT & PATCH 11 LF
EXIST. CONCRETE DRIVE
CITY TO CONSTRUCT AN ADDITIONAL
GRAVEL DRIVEWAY (30' L X 10' W) FOR
PROPERTY OWNER AFTER FORCE MAIN
INSTALLATION.
LIMITS OF CONSTRUCTION SHALL BE
RIGHT—OF—WAY OR LIMITS OF EASEMENT
STA. 38+66
1 - 16 -INCH 45' BEND
0 1-
�,P 5
\ BELMONT LAND INVESTMENT CO
\ PIN #3575-74-9007
DB 3075 PG 0499
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
21L0��4D
HORIZONTAL
Y�d�Grt—�
SCALE IN FEET
1'=40'(FULL SIZE)
1'_80' (HALF SIZE)
680
670
660
650
645
40+00
4
0
2
VERTICAL
SCALE IN FEET
1--4' (FULL SIZE)
1-=8' (HALF SIZE)
Revisions
ADDENDUM No. 1
8119/2016
ADDENDUM No, 2
NEGOTIATEDCHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12111/2017
tk BAR
;FESSIG
OVL
08mm
n -11-1017
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 6 OF 35
O
gyp.
/
TEMPORARY CHECK
NEW 16 -INCH C-905 DR -26
PVC FORCE MAIN
DAM (TYP.)
35' PERMANENT GENERAL DRAINAGE,
2
UTILITY & ACCESS EASEMENT
TEMPORARY SEDIMENT
ry Gj�PQ<
r
FENCE (TYP.)
A
�,P 5
\ BELMONT LAND INVESTMENT CO
\ PIN #3575-74-9007
DB 3075 PG 0499
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
21L0��4D
HORIZONTAL
Y�d�Grt—�
SCALE IN FEET
1'=40'(FULL SIZE)
1'_80' (HALF SIZE)
680
670
660
650
645
40+00
4
0
2
VERTICAL
SCALE IN FEET
1--4' (FULL SIZE)
1-=8' (HALF SIZE)
Revisions
ADDENDUM No. 1
8119/2016
ADDENDUM No, 2
NEGOTIATEDCHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12111/2017
tk BAR
;FESSIG
OVL
08mm
n -11-1017
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 6 OF 35
/
�,P 5
\ BELMONT LAND INVESTMENT CO
\ PIN #3575-74-9007
DB 3075 PG 0499
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
21L0��4D
HORIZONTAL
Y�d�Grt—�
SCALE IN FEET
1'=40'(FULL SIZE)
1'_80' (HALF SIZE)
680
670
660
650
645
40+00
4
0
2
VERTICAL
SCALE IN FEET
1--4' (FULL SIZE)
1-=8' (HALF SIZE)
Revisions
ADDENDUM No. 1
8119/2016
ADDENDUM No, 2
NEGOTIATEDCHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12111/2017
tk BAR
;FESSIG
OVL
08mm
n -11-1017
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 6 OF 35

FORCE MAIN TO BE CONSTRUCTED
AND TESTED TO WATERMAIN STANDARDS FROM LIMITS OF CONSTRUCTION SHALL BE
STA. 48+57 TO 73+51 IN THIS SECTION RIGHT-OF-WAY OR LIMITS OF EASEMENT
BORE & JACK 60LF 30 -INCH STEEL CASING I La (FEET) (FEET) (NVCHES) DIA. (MCHES) DIA. (INCHES
(MIN. THICKNESS 0.312") W/85LF 16 -INCH L-1 18 3.75 21 9 14
00 CLASS 52 DI PIPE FORCE MAIN
10'x 15' LAUNCHING PIT BEGIN CASING: STA. 41+20 / NOTE: DRIVEWAY CULVERT REMOVAL AND REPLACEMENT SHALL BE REPAIRED TO OWNERS SATISFACTION.
n, a
END CASING: 41+80 /
fit O , \ / STA. 41+96
(v/.0 \� �� ,� 1 - 164NCH 45° BEND
PERMANENT RIP RAP OUTLET PROTECTION
SEE DETAIL SHEET 28
'ULVERT NO. APRON LENGTH APRON WIDTH APRON THICKNESS STONE "d50" I MAX. STONE
PSNC ENERGY GAS NOTE:
1. AS WELL AS CALLING 811 FOR UTILITY LOCATES.
HWY 74 & 29 (WILKINSON BLVD.) IS HIGH PRESSURE GAS LINES.
A PSNC ENERGY REPRESENTATIVE HAS TO BE PRESENT DURING
CONSTRUCTION, CONTACT PSNC ENERGY 48 HOURS PRIOR TO
BORING OR DIGGING IN THIS AREA. (704-810-3209)
STA. 42+00
1 - DIP/PVC TRANSITION /1 "AT
.Q7 / / j�,�g' / '` COUPLING -END DIP /jA r n `.,,� _, SHEECNONE STq, SO+pO
p n •. 8 OF'
NEW 16 -INCH C-905 DR -28 / _. a ` / - �'� w� 28
PVC FORCE MAIN o �, `„�!/I WIC%CIIV$O - a
TEMPORARY STONE ~ 'n.\ TM_ �_ry l( N gCVD c / 7'` *_ �� �` !
OUTLET (TYP.)Y. `�"
74
15' (TYP cPC 2
TEMPORARY SURGE 9� 0
SC[ \ \
-
STONE ENTRANCE/EXIT - "
/ _ °3F _
v o —� STA. 41+84 RIP RAP OUTLET - 710
o== .� v'\ / 1 - 18 -INCH 45° BEND - �'���+.., �'� — --�ro PROTECTION (TYP.) �`� _ NEW 18 -INCH DR11 HDPE
/ o -U DIRECTIONAL DRILL
¢ om / O / 10' x 15' RECEIVING PIT v ` �' �� - m `a.0 / BEGIN STA: 48+82
20 0 40 m`" / UOQ / -��. ~!`QI ;4,4'^--.. r.,"`'" - STA. 48+S0 `m\1 ENDSTA:49+82
STA. 41+15 1 - 18 -INCH 45'
�p 8
HORIZONTAL 1 - DIP/PVC TRANSITION
SCALE IN FEET COUPLING - BEGIN DIP TEMPORARY SEDIMENT OV ^J / NEW 16 -INCH C-905 DR -28
1"-40' (FULL SIZE)
FENCE (TYP.) PVC FORCE MAIN
� �
1--80' (HALF SIZE) BELMONT LAND INVESTMENT CO
\... PIN #3575-74-9007 STA. 48+82
/ DB 3075 PG 0499 - _ _AI '`�h "O �_�"
PIN ,y3575-74-5418 �r'^'� _ 1 - 16 -INCH 45° BEND
/ DB 4458 PG 0732 STA. 47+18
1 -AIR RELEASE/ VACUUM VALVE sem`
(INSTALL AT HIGH POINT OF LINE)
1 - 16 -INCH PLUG VALVE
710
700
690
680
670
668
40+00
_ J .
41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
710
700
690
680
670
668
50+00
4
0
2
VERTICAL
SCALE IN FEET
1--4' (FULL SIZE)
1--8' (HALF SIZE)
Revisions:
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
CA
v
1111111111111111116
0l�Oi�
/)-11-_w17
-awn By: GAQ
lecked By: MWB
ty Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 7 OF 35

BORE & JACK 48LF 30" STEEL CASING
(MIN. THICKNESS .0312") W1 52LF
18 -INCH CLASS 52 DI PIPE FORCE MAIN
(RESTRAINED FLEX RING)
BEGIN CASING: STA, 52+57
END CASING: 53+05
1U' x 15' RECEIVING PIT
1
RIP RAP OUTLET
PROTECTION (TYP.) -
CULVERT NO. L-3
REMOVE AND REPLACE CULVERT IN KIND
NOTE: DRIVEWAY CULVERT REMOVAL AND REPLACEMENT SHALL BE REPAIRED TO OWNERS SATISFACTION. \ INSTALL AT PRECONSTRUCTION INVERTS
y \ UNLESS OTHERWISE DIRECTED.
I
\ < \ 15' WIDE PERMANENT GENERAL DRAINAGE,
\ ➢ UTILITY & ACCESS EASEMENT VARIES I
PERMANENT RIP RAP OUTLET PROTECTION
SEE DETAIL SHEET 28
PIN #3574 PC 15352
IN 4574 7 1515.--
PB 004 PG 084
Cl1LVERT
APRON LENGTH
"La" (FEET)
APRON WIDTH APRON THICKNESS
(FEET) ONCHES)
STONE "d50" DIA.
(INCHES)
MAX. STONE DIA.
(INCHES)
L-2
15
3 14
6
9
L-3
12
3.75 21
9
14
L4
12
3 19
9
13
L-5
9
3 11
5
8
8A-1
14
3 11
5
8
8A-2
6
3 7
3
5
BORE & JACK 48LF 30" STEEL CASING
(MIN. THICKNESS .0312") W1 52LF
18 -INCH CLASS 52 DI PIPE FORCE MAIN
(RESTRAINED FLEX RING)
BEGIN CASING: STA, 52+57
END CASING: 53+05
1U' x 15' RECEIVING PIT
1
RIP RAP OUTLET
PROTECTION (TYP.) -
CULVERT NO. L-3
REMOVE AND REPLACE CULVERT IN KIND
NOTE: DRIVEWAY CULVERT REMOVAL AND REPLACEMENT SHALL BE REPAIRED TO OWNERS SATISFACTION. \ INSTALL AT PRECONSTRUCTION INVERTS
y \ UNLESS OTHERWISE DIRECTED.
I
\ < \ 15' WIDE PERMANENT GENERAL DRAINAGE,
\ ➢ UTILITY & ACCESS EASEMENT VARIES I
740-
730
40-
730 -
720 -
710-
700
10-
700
50+00
\ EXIST. ASPHALT DRIVE!
mwo
\ STA. 50+52
1 - 16 -INCH 11.25° BEND
STA. 50+32
CUT & PATCH 25LF 1 - 16 -INCH 11.25° BEND
EXIST. ASPHALT DRIVE
-CUT & PATCH 22LF \
EXIST. CONCRETE DRIVE
V WT & PATCH 18LF \
I EXIST. CONCRETE DRIVE
— CULVERT NO. L-2
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS
UNLESS OTHERWISE DIRECTED.
CULVERT NO. L-5 —
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS
UNLESS OTHERWISE DIRECTED.
1 x \ —
CULVERT NO. L-4 —
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS
UNLESS OTHERWISE DIRECTED.
® CU7 &4LF tF
EXIST. CONCRETE SIDEWALK `.
OWELL AVE.
_ 57+00 �{
\\ I _FM �--
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PIN #3574 PC 15352
IN 4574 7 1515.--
PB 004 PG 084
Z \
10 x 15' LAUNCHING PIT
Q
REMOVE & REPLACE
O
CULVERT NO. L-1
1 -
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS\
INLET PROTECTION (TYP.)
a =.✓
UNLESS OTHERWISE DIRECTED.
\
CUT & PATCH 12LF
740-
730
40-
730 -
720 -
710-
700
10-
700
50+00
\ EXIST. ASPHALT DRIVE!
mwo
\ STA. 50+52
1 - 16 -INCH 11.25° BEND
STA. 50+32
CUT & PATCH 25LF 1 - 16 -INCH 11.25° BEND
EXIST. ASPHALT DRIVE
-CUT & PATCH 22LF \
EXIST. CONCRETE DRIVE
V WT & PATCH 18LF \
I EXIST. CONCRETE DRIVE
— CULVERT NO. L-2
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS
UNLESS OTHERWISE DIRECTED.
CULVERT NO. L-5 —
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS
UNLESS OTHERWISE DIRECTED.
1 x \ —
CULVERT NO. L-4 —
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS
UNLESS OTHERWISE DIRECTED.
® CU7 &4LF tF
EXIST. CONCRETE SIDEWALK `.
OWELL AVE.
_ 57+00 �{
\\ I _FM �--
t 249
a N i
L - _ j / ) REMOVE &
REPLACE
RESTORE LANDSCAPING 1 EXIST. RIP RAP
z CUT & PATCH 35LF TO EXIST. CONDITIONS 3 U,
EXIST. ASPHALT ROAD / WT & PATCH 2
n3LF C
1 S-- � EXIST. CONCRETE DRIVE
730 REMOVE & REPLACE 55LF \ ` -
� EXIST. GRAVEL DRIVE ` _)On CU RT NO. 8A-1 P„ 6At00
AND REPLACE CULVERT IN KIND
-REMOVE &\REPLACE 25LF \ Ln \ INSTALL
ALL REMOVE AT PRECONSTRUCTION INVERTS 1 FILES DIMITRI " MptCH1'1N�g OF 28
EXIST. GRAVEL DRIVE \ PIN #3575-6 948 SNEET
UNLESS OTHERWISE DIRECTED
BORE & JACK 35LF 30" STEEL CASING
(MIN. THICKNESS .0312") W/ 40LF
16 -INCH CLASS 52 DI PIPE FORCE MAIN
(RESTRAINED FLEX RING)
BEGIN CASING: STA. 59+75
END CASING: 60+10
y- STA. 60+11
1 - 18•INCH 90" BEND
10'x 15' RECEIVING PIT
TEMPORARY MPORARY SEDIMENT
` FENCE (TYP.)
a+ RESTORE LANDSCAPING
I TO EXIST. CONDITIONS
CUT & PATCH 19LF
R W. ASPHALT
1
\inoov
PIN #3574 PC 15352
IN 4574 7 1515.--
PB 004 PG 084
Z \
10' x 15' LAUNCHING PIT
I
S I \
REMOVE & REPLACE
BOUMANS SANDRA M
EXIST. RETAINING WALL /
1 -
WOODEN BRIDGE
u
\ 1,A
✓
t 249
a N i
L - _ j / ) REMOVE &
REPLACE
RESTORE LANDSCAPING 1 EXIST. RIP RAP
z CUT & PATCH 35LF TO EXIST. CONDITIONS 3 U,
EXIST. ASPHALT ROAD / WT & PATCH 2
n3LF C
1 S-- � EXIST. CONCRETE DRIVE
730 REMOVE & REPLACE 55LF \ ` -
� EXIST. GRAVEL DRIVE ` _)On CU RT NO. 8A-1 P„ 6At00
AND REPLACE CULVERT IN KIND
-REMOVE &\REPLACE 25LF \ Ln \ INSTALL
ALL REMOVE AT PRECONSTRUCTION INVERTS 1 FILES DIMITRI " MptCH1'1N�g OF 28
EXIST. GRAVEL DRIVE \ PIN #3575-6 948 SNEET
UNLESS OTHERWISE DIRECTED
BORE & JACK 35LF 30" STEEL CASING
(MIN. THICKNESS .0312") W/ 40LF
16 -INCH CLASS 52 DI PIPE FORCE MAIN
(RESTRAINED FLEX RING)
BEGIN CASING: STA. 59+75
END CASING: 60+10
y- STA. 60+11
1 - 18•INCH 90" BEND
10'x 15' RECEIVING PIT
TEMPORARY MPORARY SEDIMENT
` FENCE (TYP.)
a+ RESTORE LANDSCAPING
I TO EXIST. CONDITIONS
CUT & PATCH 19LF
R W. ASPHALT
1
\inoov
PIN #3574 PC 15352
IN 4574 7 1515.--
PB 004 PG 084
cnu
PD INLET PROTECTION
(TYP.)
.OB 212 G011-9
PB 4 PG 115
N
BOUMANS SANDRA M
�- PB 003 PG 031 PIN #3575-73-0484
DS 2780 PG 0362
1 -
- SAN JUAN 3:16 CHURCH
u
\ 1,A
✓
\ PIN 03575-63-9185
DB 3728 PG 0196
\ PB 008 PG 084
\
- I
y�l NTOYA DE 0 NO
LUZ MAR LG
`
PIN #3574 PC 15352
IN 4574 7 1515.--
PB 004 PG 084
\ —`
Ut
PIN #35'75-73-1 24 S.,NEY TROY L
i08 4567 PG 1912---
& CINDY C
�- PB 003 PG 031 PIN #3575-73-0484
DS 2780 PG 0362
1 -
-
PB 003 PG 0311
\
- I
U
FORCE MAIN TO BE CONSTRUCTED LIMITS OF CONSTRUCTION SHALL BE
I I
AND
TESTED TO WATERMAIN STANDARDS FROM RIGHT—OF—WAY OR LIMITS OF EASEMENT
ST. 1 RCP II
E)t7 III
IN a 7 8.283—
LINE
FM -1
STA. 48+57 TO 73+51 IN THIS SECTION
20 0 40
HORIZONTAL
SCALE IN FEET
1-=40' (FULL SIZE)
1-=80' (HALF SIZE)
51+00
52+00
53+00
54+00
1
55+00
56+60
57+00
58+00
59+OD
60+00
—740
-730
-720
4
-710
0
2
VERTICAL
SCALE IN FEET
1--4' (FULL SIZE)
1-=B' (HALF SIZE)
700
61+00
0
U
5
O
O
F AF
N
Q
Revisions
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/2412017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
CA
SIM
O11mY"
n -)—l"17
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 8 OF 35
- I
U
I
I-
I I
F
ST. 1 RCP II
E)t7 III
IN a 7 8.283—
I
I EXIST
i
1sT.
2 GASI- _.
I
�
5 M
4.6' MIN.
i !
-- -
_I
I I
+�— i
MIN. 5.5
1
I 'I
I I
2.6 MIN.
-� �_-___--�L-_—.
__ .i...
I�
U..-
L-.. _ OF _.—
75LF F 1&I CH
J 18- NCH 5
or
R-26 FORCE MAIN
DR 26 PV
F OF 16 -INCH C-905
DR -28 FORCE MAIN
i9 z
L.�
_REC IVINC PIT
-
L- IJ
-
BORE - & ACK 35LF 30" STEEL CASiN(-(MIN.
BORE & K 48 F 30' EEL IN (MIN.
THICKNESS 0.312") W / 4OLF 16 -INCH C SS 57 !
THI KNE 0.312') W / 2LF 1 INCH LASS 2
DI PIPE FORCE MAIN (RESTRAIN F D FL ( RING)
- 5' MIN.
--
-- -
f0
(TYP.)
BE INCA,1INI57
ENq CAST GIST .60+10
EN CABIN G: STI, 53
F OF 6 -INCH C-905
LAUNC iING P
IT
DR PV FORCE MAIN
51+00
52+00
53+00
54+00
1
55+00
56+60
57+00
58+00
59+OD
60+00
—740
-730
-720
4
-710
0
2
VERTICAL
SCALE IN FEET
1--4' (FULL SIZE)
1-=B' (HALF SIZE)
700
61+00
0
U
5
O
O
F AF
N
Q
Revisions
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/2412017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
CA
SIM
O11mY"
n -)—l"17
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 8 OF 35

NOTE: DRIVEWAY CULVERT REMOVAL AND REPLACEMENT SHALL BE REPAIRED TO OWNERS SATISFACTION.
I
CULVERT NO. 8A-3
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS
UNLESS OTHERWISE DIRECTED.
O REMOVE & REPLACE 1OLF
O ' EXIST. GRAVEL DRIVE
+ r /
cp N 73z
1-
V) 00 _ -
Z W 12 P
12'
UV) .--ter '+:^ 2 ROP- -_
Q
CULVERT NO. &A-2
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS TEMPORARY CHECK
UNLESS OTHERWISE DIRECTED. _ DAM (TYP.)
FORCE MAIN TO BE CONSTRUCTED \
AND TESTED TO WATERMAIN STANDARDS FROM
STA. 48+57 TO 73+51 IN THIS SECTION
750
740
730
720
710 -t-
61+00
\ �
0?
CULVERT NO. 8A-4 W
REMOVE AND REPLACE CULVERT IN KIND.
CUT & PATCH 19LF INSTALL AT PRECONSTRUCTION INVERTS p"
a
EXIST. CONCRETE DRIVE UNLESS OTHERWISE DIRECTED. W o
�\ CULVERT NO. 8A-6 W Z A
\
INLET PROTECTION (TYP.) TEMPORARYFENCEIMENT � REMOVE AND REPLACE CULVERT IN KIND. / F~�I CIZ z U INSTALL AT PRECONSTRUCTION INVERTS O W z
UNLESS OTHERWISE DIRECTED.
TEMPORARY CHECK V z
DAM (TYP.) REMOVE & REPLACE 18LF \ Q� O W O
EXIST. GRAVEL DRIVE - - FMrLII w ~ F
/ & 27LF ASPHALT DRIVE REMOVE & REPLACE 11 LF - tr.. 0
EXIST. GRAVEL DRIVE I (�-I 0
STA. 84+10p,y W & 17LF ASPHALT w I j
/ 1 -AIR RELEASE / VACUUM VALVE r:y W
REMOVE 8 REPLACE 15LF tL
CUT & PATCH 3LF (INSTALL AT HIGH POINT OF LINE) EXIST. GRAVEL DRIVE
EXIST. CONCRETE SIDEWALKO
I REMOVE & REPLACE O
CUT 8 PATCH ALF ISLFO 9
GRA RIVE
Ips„ S
EXIST. CONCRETE SIDEWALK GRAVEL DEXIST. W N Con 0
55+00 6 00
+',.: } 67+00... , =196+oo
RCP / 12"4 1 H .a,'✓{ t.J` _ .�.,� W O 0
.RC - .._
RIP RAP OUTLET - ��� 1 - " = W
PROTECTION (7YP. \ 07. --/ '—_� ( U =
\j I = < N LIMITS - CONSTRUCTION SHALL BE
Q RIGHT-OF-WAY OR LIMITS OF EASEMENT
NEW 16 -INCH C-905 DR -26 PVC m
REMOVE & REPLACE 15LF%j�� FORCE MAIN o
EXIST. GRAVEL DRIVE r�i / vi
l7y, ~ ,
I I N REMOVE &REPLACE ISLE �
i � l EXIST. GRAVEL DRIVE 20 0 40 W
_j
CULVERT NO. BA -5 to Clrr &PATCH ALF CULVERT NO. SA -8 F -
REMOVE & REPLACE 15LF I = SCALEINFEET
REMOVE AND REPLACE CULVERT IN KIND. I EXIST. CONCRETE SIDEWALK REMOVE AND REPLACE CULVERT IN KIND.
EXIST. GRAVEL DRIVE INSTALL AT PRECONSTRUCTION INVERTS
INSTALL AT PRECONSTRUCTION INVERTS U '
UNLESS OTHERWISE DIRECTED. I I _CULVERT NO. BA -7 UNLESS OTHERWISE DIRECTED. 1--40' (FALL SIZE) 1'-80' (HALF SIZE) O
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS h- y
LINE EM -1 I UNLESS OTHERWISE DIRECTED. U
0
0
62+00
63+00
� I i
70OLF OF 16 -INCH C-905
DR -26 PVC FORCE MAIN
-I-- - I
64+00
65+00
66+00
67+00
750
TO
730
720
--I- 710
68+00
4
0
2
VERTICAL
SCALE IN FEET
1--4' FULL SIZE)
1--8' HALF SIZE)
Revisions:
ADDENDUM No. 1
&/1912016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
a.
030m
. - - I'll 7
'awn By: GAQ
lecked By: MWB
ty Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 9 OF 35
PERMANENT RIP RAP OUTLET PROTECTION
SEE DETAIL SHEET 28
CULVERT NO.
APRON LENGTH
"La" FEE
APRON WIDTH APRON THICKNESS STONE `60" DIA.
FEE NCHES NCHES
MAX. STONE DIA.
INCHES
8A-3
6
3 7 3
5
8A-4
9.5
3 7 3
5
8A-5
12
3.75 21 9
14
8A-6
6
3 7 3
5
8A-7
12
3 14 6
9
BA -8
10
3 14 f—I
9
NOTE: DRIVEWAY CULVERT REMOVAL AND REPLACEMENT SHALL BE REPAIRED TO OWNERS SATISFACTION.
I
CULVERT NO. 8A-3
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS
UNLESS OTHERWISE DIRECTED.
O REMOVE & REPLACE 1OLF
O ' EXIST. GRAVEL DRIVE
+ r /
cp N 73z
1-
V) 00 _ -
Z W 12 P
12'
UV) .--ter '+:^ 2 ROP- -_
Q
CULVERT NO. &A-2
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS TEMPORARY CHECK
UNLESS OTHERWISE DIRECTED. _ DAM (TYP.)
FORCE MAIN TO BE CONSTRUCTED \
AND TESTED TO WATERMAIN STANDARDS FROM
STA. 48+57 TO 73+51 IN THIS SECTION
750
740
730
720
710 -t-
61+00
\ �
0?
CULVERT NO. 8A-4 W
REMOVE AND REPLACE CULVERT IN KIND.
CUT & PATCH 19LF INSTALL AT PRECONSTRUCTION INVERTS p"
a
EXIST. CONCRETE DRIVE UNLESS OTHERWISE DIRECTED. W o
�\ CULVERT NO. 8A-6 W Z A
\
INLET PROTECTION (TYP.) TEMPORARYFENCEIMENT � REMOVE AND REPLACE CULVERT IN KIND. / F~�I CIZ z U INSTALL AT PRECONSTRUCTION INVERTS O W z
UNLESS OTHERWISE DIRECTED.
TEMPORARY CHECK V z
DAM (TYP.) REMOVE & REPLACE 18LF \ Q� O W O
EXIST. GRAVEL DRIVE - - FMrLII w ~ F
/ & 27LF ASPHALT DRIVE REMOVE & REPLACE 11 LF - tr.. 0
EXIST. GRAVEL DRIVE I (�-I 0
STA. 84+10p,y W & 17LF ASPHALT w I j
/ 1 -AIR RELEASE / VACUUM VALVE r:y W
REMOVE 8 REPLACE 15LF tL
CUT & PATCH 3LF (INSTALL AT HIGH POINT OF LINE) EXIST. GRAVEL DRIVE
EXIST. CONCRETE SIDEWALKO
I REMOVE & REPLACE O
CUT 8 PATCH ALF ISLFO 9
GRA RIVE
Ips„ S
EXIST. CONCRETE SIDEWALK GRAVEL DEXIST. W N Con 0
55+00 6 00
+',.: } 67+00... , =196+oo
RCP / 12"4 1 H .a,'✓{ t.J` _ .�.,� W O 0
.RC - .._
RIP RAP OUTLET - ��� 1 - " = W
PROTECTION (7YP. \ 07. --/ '—_� ( U =
\j I = < N LIMITS - CONSTRUCTION SHALL BE
Q RIGHT-OF-WAY OR LIMITS OF EASEMENT
NEW 16 -INCH C-905 DR -26 PVC m
REMOVE & REPLACE 15LF%j�� FORCE MAIN o
EXIST. GRAVEL DRIVE r�i / vi
l7y, ~ ,
I I N REMOVE &REPLACE ISLE �
i � l EXIST. GRAVEL DRIVE 20 0 40 W
_j
CULVERT NO. BA -5 to Clrr &PATCH ALF CULVERT NO. SA -8 F -
REMOVE & REPLACE 15LF I = SCALEINFEET
REMOVE AND REPLACE CULVERT IN KIND. I EXIST. CONCRETE SIDEWALK REMOVE AND REPLACE CULVERT IN KIND.
EXIST. GRAVEL DRIVE INSTALL AT PRECONSTRUCTION INVERTS
INSTALL AT PRECONSTRUCTION INVERTS U '
UNLESS OTHERWISE DIRECTED. I I _CULVERT NO. BA -7 UNLESS OTHERWISE DIRECTED. 1--40' (FALL SIZE) 1'-80' (HALF SIZE) O
REMOVE AND REPLACE CULVERT IN KIND.
INSTALL AT PRECONSTRUCTION INVERTS h- y
LINE EM -1 I UNLESS OTHERWISE DIRECTED. U
0
0
62+00
63+00
� I i
70OLF OF 16 -INCH C-905
DR -26 PVC FORCE MAIN
-I-- - I
64+00
65+00
66+00
67+00
750
TO
730
720
--I- 710
68+00
4
0
2
VERTICAL
SCALE IN FEET
1--4' FULL SIZE)
1--8' HALF SIZE)
Revisions:
ADDENDUM No. 1
&/1912016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
a.
030m
. - - I'll 7
'awn By: GAQ
lecked By: MWB
ty Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 9 OF 35

PERMANENT RIP RAP OUTLET PROTECTION
SEE DETAIL SHEET 28
CULVERT NO. APRON LENGTH APRON WIDTH APRON THICKNESS STONE "d50"DIA. MAX STONE DIA.
"La" FE E INCHES INCHES INCHES
BA -9 1 8 3.75 11 5 8
NOTE: DRIVEWAY CULVERT REMOVAL AND REPLACEMENT SHALL BE REPAIRED TO OWNERS SATISFACTION
1. JACK & BORE: THE FRONT OF THE CASING PIPE SHALL BE PROVIDED WITH
MECHANICAL ARRANGEMENTS OR DEVICES THAT WILL POSITIVELY PREVENT
THE AUGER FROM LEADING THE PIPE SO THAT NO UNSUPPORTED EXCAVATION
IS AHEAD OF THE PIPE.
2. PROVIDE WEATHERPROOF SIGNS MARKED AT THE RIGHT -WAY LINES (ON BOTH
SIDES OF TRACK FOR CROSSINGS) LOCATED OVER THE CENTERLINE OF THE
PIPE. SIGNS SHALL SHOW THE FOLLOWING:
NAME & ADDRESS OF OWNER
CONTENTS OF PIPE
PRESSURE IN PIPE
PIPE DEPTH BELOW GRADE AT POINT OF A SIGN
EMERGENCY TELEPHONE NUMBER IN EVENT OF PIPE RUPTURE.
3. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN'S
NSCE-8 SPECIFICATIONS.
4. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE
WITH LAST APPROVED AMERICAN RAILWAY ENGINEERING AND MAINTENANCE
OF WAY ASSOCIATION SPECIFICATIONS FOR PIPELINES CONVEYING
FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.
5. BLASTING NOT PERMITTED
5. CONTRACTOR SHALL SUPPLY ENGINEERED SHORING PLAN AS REQUIRED.
730
720
710
700
690
680
68+00
GREEN, ANGELA DAWN
& JEFFERY SCOTT
PIN #3575-63-1055
DB 3714 PG 0593
_PB 004 PG 115
CULVERT NO. SA -9 Y\
akQQ • REMOVE AND REPLACE CULVERT IN KIND.
51 P 6 8 INSTALL AT PRECONSTRUCTION INVERTS
LAN QF 2 UNLESS OTHERWISE DIRECTED.
C., TEMPORARY SEDIMENT
y ` FENCE CTYP.)
;,nur r rrlu,l I.
INLET PROTECTION (TYP.) �- 1 r RElCEIVING PIT Illllli� II
J l�lll� III
NEW 18 -INCH CLASS 52 DI I
PIPE FORCE MAIN
RIP RAP OUTLET
PROTECTION (TYP )' .i t _ I P \ 1 IIIIIIII I
� �j11111II�
STA 66+75 ` .h 1111 I I I
`}; �� i 1850't TO RR 1 1
1 -1 -INCH GATE VALVE N } \ I I I ' MILE POST IIII
(EMERGENCY SHUT-OFF VALVE) I 393
1 - 16 -INCH 45° BEND 11 STA. 69+22 I I
V 1 - 16 -INCH 22.5° BEND''
STA. 68+89 y
1 - 16 -INCH 22.5° BEND\ - 1 I
��
RIGHT–OF–WAY
NEW 16 -INCH CLASS 52 DI
PIPE FORCE MAIN
LIMITS OF CONSTRUCTION SHALL BE
RIGHT-OF-WAY OR LIMITS OF EASEMENT
LINE EM -1
I
Z 60 R/'
/ RIGHT–OF–WAY
/
3r
w
1 p W 30,30' PERMANENT GENERAL DRAINAGE,d UTILTY & ACCESS EASEMENT (TY.)
N IIiI IIIIIbIp QII /
�Oz�X
1�07'Rx—+3�609� LAUNCHING
AUNCHING PIT
z
v 7v_
�-_�
Cr
-
ll'li Illllllll S� N�
EI II IIIA I EXIST. PSNC \
I I I�IIIII�IIII I 1 DRIVEWAY
BORE & JACK 35OLF 30' MIN. STEEL `
CASING (MIN. THICKNESS 0.469") W /
360 LF 16 -INCH CLASS 52 DI PIPE
FORCE MAIN (RESTRAINED FLEX RING)
BEGIN CASING: STA. 68+25
END CASING: STA. 72+77
FORCE MAIN TO BE CONSTRUCTED
AND TESTED TO WATERMAIN STANDARDS FROM
STA. 48+57 TO 73+51 IN THIS SECTION
69+OD
70+00
71+00
72+00
73+00
730
720
710
700
690
680
74+00
STA. 73+14 -16 -INCH PLUG VALVE
(EMERGENCY SHUT-OFF VALVE)
NEW 16 -INCH C-905 DR -26
PVC FORCE MAIN
TEMPORARY STONE
OUTLET (TYP.)
1
N
�
\ N --Z4
O
W
2 1–
PU LIC SERVICE CO F
INC
PIN #3575-52– 45
DB 4528 PG 16
STA. 73+51
PB 078 PG 034
1-DIP/PVC TRANSITION COUPLING
END DIP
STA. 73+23
;LL
II�
z
IL 1346'
-
,
97.58' 10.3'
cli 9 —9668' 99.3
czi
�
i
'z
o o
=,
Y O ti
..
_ _ (L
ST. FIBER OPTIC Z
y-
I �
I
I
YI �Y G z t~i
C
--
! (TYP.)
I I I CHING PITS I
I LAUNCHING
1
_
CEIVII G PIT
OF
1122LF OF 16 -INCH
!
LL E�BT. SH ET PI' E OR j'RENCOF i 1
TY0.O5.5 MA V )
CLASS PIPE
I F BEROO
�C�UN ING T FACE ��j 1.5 �I
-
FORCE MAIN
I
�RICEING ITFROM
I
owl 10L
- -.. ..
69LF OF 16 -INCH
Ii TH TI EMBAINIKMENT LINE CLASS 52 DI PIPE
.BOTH DES) FORCE MAIN TA:73+51
I
i-DIP/PVQ TRANSITION UFLING
w
- _-
BODE & CK LF 30" MIN. S EEL INC. (MIN.. P
SAW / F 1 " C 52 I PIPEC-
_.. m
- EIEG 62
PVC
DR PVC
NOTE: ALIJ DI PIP TO CEM NT LI ED
--
—
(RE$TRAI ED FLEX RI )
I
69+OD
70+00
71+00
72+00
73+00
730
720
710
700
690
680
74+00
STA. 73+14 -16 -INCH PLUG VALVE
(EMERGENCY SHUT-OFF VALVE)
NEW 16 -INCH C-905 DR -26
PVC FORCE MAIN
TEMPORARY STONE
OUTLET (TYP.)
1
4
0
2
VERTICAL
SCALE IN FEET
1'=4' (FULL SZ
1•-8' (HALFI
SZ
20 0 40
HORIZONTAL
SCALE IN FEET
1--40' (FULL SIZE)
1--80' (HALF SIZE)
w
W-
Revisions
3
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
tonanm7
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
CA
BLL
OB111OB4
/)- 11-2"17
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 10 OF 35
N
�
\ N --Z4
O
W
2 1–
PU LIC SERVICE CO F
INC
PIN #3575-52– 45
DB 4528 PG 16
STA. 73+51
PB 078 PG 034
1-DIP/PVC TRANSITION COUPLING
END DIP
STA. 73+23
1 -AIR RELEASE / VACUUM VALVE
(INSTALL AT HIGH POINT OF LINE)
4
0
2
VERTICAL
SCALE IN FEET
1'=4' (FULL SZ
1•-8' (HALFI
SZ
20 0 40
HORIZONTAL
SCALE IN FEET
1--40' (FULL SIZE)
1--80' (HALF SIZE)
w
W-
Revisions
3
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
tonanm7
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
CA
BLL
OB111OB4
/)- 11-2"17
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 10 OF 35

STA. 74+50 TO STA. 84+00 FORCE MAIN MUST
BE 10' OFF TOP OF BANK
TEMPORARY SEDIMENT FENCE (TYP.)
STA. B0+3a LIMITS OF CONSTRUCTION SHALL BE
1 -16-INCH 22.5° BEND — 1 RIGHT–OF–WAY OR LIMITS OF EASEMENT
\ - STA. 80+90
/ 1 - 16 -INCH 22.5° BEND
30' PERMANENT GENERAL DRAINAGE,
N \ UTILITY S ACCESS EASEMENT (TYP.)LL
Lu
co
crit
Q \ ~�,� \ / FYI--1'r�� \ \- --/ �/ ON \��\\\\\\\'� `\ STA. 82+36 A. 83+37
680
670
660
655 -f--
74+00
75+00
_
-\_ ��j- —\ `�— \ �\ T ----- OUTLET 1 -18 -INCH 22.5' BEND 1.1&INCH 11.25- BEND
g1J----
NEW 16 -INCH C-905 DR -26 PVC FORCE MAIN
'STA. 76+05 ���� —----------_---'- STA. 79+28 TEMPORARY SEDIMENT FENCE (TYP.)
----.-f� 1 -16 -INCH 11.25* BEND-- 1 -18 -INCH 11.25* BEND
1 -16 -INCH 22.5* BEND
PUBLIC SERVICE CO OF NC INC
PIN #3575-52-5459 `
DB 4528 PG 1891 \ \ �\ ��> �Y\ \ \ �
PB 078 PG 034 0ry
78+00
78+00
LINE FM -1
79+00
z
w
(—
h16
Z
m
1000LF OF 16 -INCH C
DR -26 PVC FORCE A
80+00
81+00
82+00
83+00
F_
20 0 40
HORIZONTAL
�
SCALE IN FEET
1--40' (FULL SIZE)
1--80' (HALF SIZE)
700
690
680
670
4
0
660
2
VERTICAL
SCALE IN FEET
1--4' (FULL SIZE)
1--8' (HALF SIZE)
-t 655
84+00
Revisions
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/2412017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
7
SIM
0l�Oi�
17 - 11-31:�17
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 11 OF 35

30' PERMANENT GENERAL DRAINAGE,
UTILITY & ACCESS EASEMENTSTA. 86+87
1 - 18 -INCH 45° BEND 1111
TEMPORARY DOUBLE / EXIST. 8° SEWER (TYP.)
STONE OUTLET / /
STA 86+92
STA. 85+92/ 1 - HDPE / PVC TRANSITION SLEEVE
1 - 16 -INCH 45° BEGIN HDPE
STA. 85+57 - i--- , TA /'W
1 - 16 -INCH 22.5° BEND - -. 10'x10' /
/ 86+LAUNCHING PIT a I I w
/ r 5
NEW 16 -INCH C-905 DR -26 PVC \\
FORCE MAIN
aNA
07
_ I U
/ NEW 16 -INCH DR11 HDPE
/
LIMITS OF CONSTRUCTION SHALL BE
RIGHT-OF-WAY OR LIMITS OF EASEMENT
670
660
650
640
630
84+00
TRIANGLE REAL ESTATE BRENTWOOD
PIN //3575-42-6069
DB 4127 PG 1649
TEMPORARY SURGE
STONE ENTRANCE/EXIT
STA 91+51
M////1 /r`\ v 1 - HDPE / PVC TRANSITION_ P GJ� 20 0 40 ly
END HDPE /
HORIZONTAL F-
A/ / SCALE IN FEET
g C J I 1 1•-40' (FULL SIZE)
i'-80' (HALF SIZE)
STA. 90+33
1 - 18 -INCH 45° BEN�i��
STA. 89+77
LINE FM -1 1-16-INCH45°BEND '
85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00
670
660
650
4
640
0
2
VERTICAL
SCALE IN FEET
1•-4' (FULL SIZE)
1'-8' (HALF SIZE)
630
94+00
Revisions:
ADDENDUM No. 1
8/192016
ADDENDUM No. 2
NEGOTIATED CHANGES
10242017
ADDENDUM No. 3
NEGOTIATED MATERLM
CHANGES
12/1]2017
sm
Omem
0)
0
/�)-I1-21,17
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 12 OF 35
a
� o
3
Wm
zo
N
45
r���
V//1
z V
W
p( ?- d
STA. 92+23
H 45°
/ 1 - 16-INCBEND
O
100 YR. FLOOD PLAIN
TEMPORARY STONE
C7
�
OUTLET (TYP.) _
/
�IO
FSI
W
U
STA. 92+19 �NEW 16 -INCH C-905 DR -26
y 1 - 16 -INCH 45° BEND a PVC FORCE MAIN
r-�
V w F
`
O
0
o
< '�
\
EXIST. 30' PERMANENT GENERAL
DRAINAGE, UTILITY S ACCESS EASEMENT j �\
\ \
TEMPORARY SEDIMENT
FENCE (TYP.)
5
[�
I
\\
o
20k10'
RECEIVING PIT
\
n
20x10GJ�V
EIVING PIT / �// ; r n ., ` \`- `
h0
STA 91+51
M////1 /r`\ v 1 - HDPE / PVC TRANSITION_ P GJ� 20 0 40 ly
END HDPE /
HORIZONTAL F-
A/ / SCALE IN FEET
g C J I 1 1•-40' (FULL SIZE)
i'-80' (HALF SIZE)
STA. 90+33
1 - 18 -INCH 45° BEN�i��
STA. 89+77
LINE FM -1 1-16-INCH45°BEND '
85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00
670
660
650
4
640
0
2
VERTICAL
SCALE IN FEET
1•-4' (FULL SIZE)
1'-8' (HALF SIZE)
630
94+00
Revisions:
ADDENDUM No. 1
8/192016
ADDENDUM No. 2
NEGOTIATED CHANGES
10242017
ADDENDUM No. 3
NEGOTIATED MATERLM
CHANGES
12/1]2017
sm
Omem
0)
0
/�)-I1-21,17
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 12 OF 35

660
650
640
630
625 -t--
94+00
LIMITS OF CONSTRUCTION SHALL BE
RIGHT–OF–WAY OR LIMITS OF EASEMENT
�y GASTONIA CITY OF
PIN ,#3575-41-1603
DB 2799 PG 0174
1 PB 054 PG 069
TEMPORARY STONE
OUTLET (TYP.)
CH 45° BESTA. 101+02
/ 1 - 16 -IN ND
EX. SSMH
-SS ` RIM: 645.94't
-"_--Ss---._55--�.sS-_.___ss _SS SS -ys INV: 634.64'
`� SS -S,-SS-SS
100 YR. FLOOD PLAIN (TYP.) ` a STA. 100+95
1 1 - 16 -INCH 45" BEND
TEMPORARY SEDIMENT FENCE (TYR) \
TRIANGLE REAL ESTATE BRENTWOOD u� d
PIN #3575-42-6069
OB 4127 PG 1649
STA.103+57
1 -AIR RELEASE I VACUUM VALVE
(INSTALL AT HIGH POINT OF LINE)
STA. 103+54
1 - 18 -INCH 45° BEND
STA.103+33
1 - 16 -INCH 45° BEND
TEMPORARY SURGE v
STONE ENTRANCE/EXIT
2.00
NEW 16 -INCH C-905
DR -26 PVC FORCE MAIN
STA.100+60
1 - HDPE/PVC TRANSITION
COUPLING
30' PERMANENT
GENERAL DRAINAGE,
NEW 16 -INCH C-905
NEW 16 -INCH DR11 HDPE
DIRECTIONAL DRILL i
UTILITY
& ACCESS EASEMENT
DR -26 PVC FORCE MAIN
AND 16" GATE
I
EXISTING 16 -INCH CATAW13A
CREEK FORCE MAIN
EXIST. 8° SEWER (TVP.)
yam. ,
UHARTS CREEK
VERTICAL
Drawn By: GAQ
630 SCALE IN FEET
Checked By:MWB
1--40' (FULL SIZE)
1--80' (HALF SIZE)
+ 00
Scale: AS SHOWN
Date: 12/11/2017
• W
ALS --A f
l� -_ - - - _ �
- .- � _ = -�` \
� !
N NO
----
-_ -_--��_-+.-F11-_pyy�F���i. rye
__ _,-� �,
/ STA. 99+40
Z F-
�- — - -
_ -�,-- �, t -�� _-... ! _ —� -r _ y
J _ :'-ti.- __ -� ZZ
PVC
TRANS TIO COUPLING
J
_
to
1 - 16 x16 TEE (MJ)
l `�Z�= - - `�=-_� ,�_ J L� -_- —' - -_� _ A
STA. 27
- .�-_-
STA. 99+37
Q
1 - 18 x12 TEE W/ EMERGENCY CONNECT! ON
BRENTWOOD Pte-„ � \` "-� ` � -"--
-- -- _ _ � 1 - 18 -INCH 45° BEND
- BEND
1 - 16 -INCH 45° BEND
�
CHASE
APARTMENTS BRCHAS
STA. 102+24 _
1 - 18 -INCH 45° BEND
#11/6 A �DD
/ PA1686 7S
,88
hJ / /886
EXIST. SEWER
LATERALS
LINE FM -1
646.10±
APPROX. EXIST.
8" .SEWER
INV. = 645.80±
DUHART'S
oco,CA Rn,.,,.2
Ol
CREEK„
— PUMP STATION = — ,
'CONNECT NEW 18" FM
WITH NEW 18"x16" TEE
AND 16" GATE
VALVE
EXISTING 16 -INCH CATAW13A
CREEK FORCE MAIN
2
-k.17
VERTICAL
Drawn By: GAQ
630 SCALE IN FEET
Checked By:MWB
1--40' (FULL SIZE)
1--80' (HALF SIZE)
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
625
GASTONIA CITY OF
PIN #3575-31-8651
DB 2000 PG 0888
EX. SSMH
uo i
` A
RIM: 647.72'± EK
CRE
,�
INV: 633.31' DUHARTS
p 2
-`zs'9
STA. 102+57
O
11
1 - 16 x16 TEE (MJ)
1
2 - 16 -INCH PLUG VALVES (MJ)
1
1 - 18 x12 TEE W/ EMERGENCY CONNECT! ON
1 - 16 -INCH PLUG (MJ)
STA. 102+38
1 - 16 -INCH 45° BEND
STA. 102+24 _
1 - 18 -INCH 45° BEND
m �s
w
I' D!�
XIS
Ap goy. FLOOD PLAIN u
TI gl "
3' MIN. ]00 YR. FL Z
a
5 8' SEWER
INV = 636.3±
APPROX
j \ EXIST. 8' SEWER
INV = 635.401
Y
� U
\\, 3' MIN, arc' ui .
` '
120LF OF
385LFS�E16-INCH
DR -26 (((IWWWWWWC FORCE
YHDP@IPVC TRANSITION COUPLING
HDPE
DRILL
APPROX. EXIST.
8' SEWER
INV = 033.68'0 CROSSING
2�0 004II0
HORIZONTAL
YG�O
SCALE IN FEET
1--40' (FULL SIZE)
1'-80' (HALF SIZE)
660
650
640
00
v
o
� z
� w
W N
W wA
C7
~' Q w z
H
W GHQ
O
x °
H au
0
Revisions:
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
3
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
4
oco,CA Rn,.,,.2
Ol
0
2
-k.17
VERTICAL
Drawn By: GAQ
630 SCALE IN FEET
Checked By:MWB
1--40' (FULL SIZE)
1--80' (HALF SIZE)
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
625
95+00 96+00 97+00 96+00 99+00 100+00 101+00 102+00 103+00 104+00 104+45 SHEET 13 OF 35

I I
I
I
1
I
I FUTURE
1 1 I
SUBDIVISION I
,,, `
EXIST. STORM �L� \ "�''
DRAIN EASE. I /
TEMPORARY SURGE
STONE ENTRANCE/EXIT
M
I
a
10'x20' RECEIVING PIT
IMcADENVILLE
��
I
I
L
LE EXIST. 8-
TO REMAIN
a I WESLEYAN OEVELO MEk
LLC /
PIN (/3585-13-39#2 �
� �
\ _ -_.
F / � {J � v
5•,.{/
�
rc-
1 I 3
(
I
-�
PUMP STATION
SEE SHEET 25 - 26
DB 4526 PG/144
.• / EXIST SEWER
METERING MH #1 / , �_ BE ABANDONED
/
I
I
'�*e,:",,
WETWELL I
a STA. 0+81
I / 1' 1 - �/^ �\
1641'55'
/ EXIST. 8-INCH SEWER
I--I
~
U
YR. FLOOD
PLAIN
EXIST.
PUMP STA ON
- - 1 �' / �/ :. Ire /^ )\I
I I �� 1 INV=564.90 PERMANENT GENERAL DRAINAGE, UTP 1\\� "�'�
A,po 1�T
/ MH TO REMAIN
C) z
I
�� r`1
`•. �+
8, ACCESS EASEMENT VARIES
=r ... ' .{` n - I /f1 /f
�„�fl''" ,,
REPLACE EXIST. MANHOLE
STA.
F�i/I
Z
U O
P.
LINE FM-1 f/.. \\
' �'
WATERR TIGHT LID
T
RIM = 582.64'
O
1
i
EXIST. WETWELL
TdWN OF
! \ / //
_ `sas -
ter:\
- \.
-
'� �:
SEE SHEET 3 - / // 1. ' i \
a "� �- -, _"� / \ \
NOTE: CONTRACTOR TO PROVIDE TEMPORARY
BYPASS PIPE OUTSIDE OF MANHOLE
w
a
C7
W
a"
1
_ _
MCADENALLE 2. T INV-564.90 ...
PIN X13585-14-0559 Ij'\
•98°23'1"
`.r- 169°1'50" ' ,• \
// 'x' : • \�
�,
\ \� \ I
\{,
1 \ PLUG SW 8 NE INVERTS
U w
1
DB 0784 PG 0886 I
�!L _ 2 - 18" PLUG VALVES
' ~ AND 80XES
�1 58 - •� )\ \\� 108'32'43" I \
--C��.��
f / %)\\\
1 30' GENERAL DRAINAGE,
UTILITY BACCESSEASEMENTL,
O
O
\
MH #1
STA. 0+37
NI (/f1�1
/�� /
/
BORE & JACK 195LF 30' MIN. STEEL
\
MH #2
\ STA. 0+55
— REMOVE 8 REPLACE
�I 1 1 I / \
1 1 I 1 L ''
`
CASING (MIN. THICKNESS 0.489") W /228
LF 18-INCH 52 PIPE FORCE \\
t \
\ �•
4.
_
17 LF EXIST. GRAVEL DR I
REPLACE EXISTING ZJ �8`'
, , - 5 ,
- SEWER WITH
_
- - 58 - MH #4
_ 1 STA. 2+25 4�
7 I WATER TIGHT LID
CLASS DI
MAIN (RESTRAINED FLEX RING)
BEGIN CASING: STA 2+32
END CASING STA 4+27
PHARR YARNS LLC
\' lr \ V PIN X3585-05-6470
m \ ) \ OB 4554 PG 1334
y
0
_
22 LF 8-INCH DR-26
(MH RIM = 583.00' Lf'-fp
\ � I `�,
«'
FUNRECCHUDESAC •'�
_
SAN. SEWER 0 0.40%
\
#3
/ / VENT ELEV - 586.47'
INSIDE DROP MANHOLE
�
.
N \: }},,
\
L / / \
�- EXIST. 15' PERMANENT
GENERAL
GRAVITY SEWER
� ��
••��
_••�-..�..�. •�
•LIMITS
STA. 1+10
QP
4' i 1
J
\ \
DRAINAGE, UTIUTY
do ACCESS EASEMENT
'
•
OF EXIST. DEBRIS
10'x20' LAUNCHING PIT
1 li
l
+ 8
p
TEMPORARY STONE
10'X25' TEMP.
CONSTRUCTION EASEMENT
OUTLET (TYP.)
TEMPORARY SEDIMENT
FENCE(TYP.)/ /
\ 1 0
P' `L
W `—
N
PHARR YARNS LLC
PIN {j3585-14-1910
I ,t' \ \
\ �'� `
2
DB 0358 PG 0507
��
LIMITSOF CONSTRUCTION SHALL BE
i \\\
0
RIGHT-OF-WAY
OR LIMITS OF EASEMENT /
` ��\
20 0 40
/ \ \
\
HORIZONTAL
SCALE IN FEET
•=40'
0)
1 (FULL SIZE)
1•®80' (HALF SIZE)
�. ..._... _... _.. _..
q
LINE GS-1'i...-
a W
�� CL
000 0
i�
b�
m t'n0 m � 2
001 o
(x.O N ui W
GO mCl
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� 0-
J�
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V)
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N uj
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N Q
II It
Revisions:
� Q O
Fm
II II
x H
.
IFx
> r Q o
w i w r .
F- > M7
Q _ d
-
+ 'D to
II II
Q N
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11 II 11
N z
x-
J L
r tom m
eh N
3 Z
ADDENDUM No. 1
8/19/2016
a:
fA
�>
Z
-
ftnN
3w?
in?
>
2 Q
i 4 N
~ >
3
W .4
W-
m II
F I
ADDENDUM No.2
NEGOTIATED CHANGES
LEV = 586.7
LEV
= 586.47
Q5 -'n
W \
IIF O' i
Q to > >
ELEV = 586
47
10/24n017x
ADDENDUM No.3
ELEV = 58f.
E
V= 586.4
2 w 3
3 8? z
APPROXIMATE
100 YR
FLOOD PLAIN
NEGOTIATED MATERIAL
CHANGES
584
—
1 �'
�
584
wunon
�'
-
----
-
--
��\_--
_T�-EXI57)NSe
580
ee
580
ro
a
NV=580.30
IcD
�&
D®
�®N
LO
O�
o�
N
o
\
\\
I
SURFAC
I N
ELEVI570.54
LO
° w
576
576
b a
rn
\
/
AT CROWING
I
1
8" fN
=575.83
z
w m
572
�(n
n a
U4
00w
rn
aD
\
I
I
/
NOTE: ALL DI
I 1
PIPE I f
_
_
n3
572
Z
ma
rn
N
IN
= 571.37f -
�
���
MECHANICAL
OR PUSH
INT I
I
TYPE
8" INV
571.81
4
'
FERC PERMI
r ELEVATION
569.4
—
3' M
N.
ON
—
—
— — —
—
—
0.82 0
568
Mm-1.
AN. SEWER
568
SEE SHEET 28
CONNECTION 14TO
rOR
3
3L
SEE SHEEI
CONNECIION
26 FOR
INTO
0
•-C• 1
I.
564
PUMP STA
INV. - ss
ON
.eo
-
-
1
5%�-
-�
ECEI\A
G PIT
PUMP
INV
STATION
564.90
-
2
564
n z'17
SS 51
DI PIPE
1811` 18" C-905 DR-26
PVC SAN. SEWER O 0.22%%
UN
SAN.
HING PIT
SEWER 0 0
ORE 8 J
ASING (
ANDCASI
CK 195LF 30" ST
N. THICKNESS
EL
.312•)
VERTICAL
SCALE IN FEET
CheckDrawn By: GAQ
Checked By: MWB
EGIN CA
ING: STA. 2+32
G: 4+27
1•-4- (FULL SIZE)
1--S' (HALF SIZE)
City Engineer: GBS
Scale: AS SHOWN
0+00
1+00 2+00 3+00
4+00 5+00 6+00 7+00
0+00
1+00
Date: 12/11/2017
701-265
SHEET 14 OF 35

.3
BENCHMARK
0°
R/W MONUMENT
ELEV = 591.05
NORTHING
= 555740.76
w
LIMITS OF CONSTRUCTION SHALL BE
RIGHT—OF—WAY OR LIMITS OF EASEMENT
EASTING=1380514.80
-" MH
#9
STA. 13+57
TEMPORARY SURGE 'o WATER TIGHT LID
1
c
W C7 N
STONE ENTRANCE/EXIT o
I
PHARR YARNS LLC RIM
= 587.21
1~-I O W Z
PIN #3585-05-64C70 PC 16470
DB 4554 PG 1334
I
_ _` F Q
w
40'x40' METERING
MANHOLE EASEMENTI
U O
0
p
MH #8 4
FIBERGLASS METERING MANHOLE #2
(SEE SITE PLAN DETAIL SHEET 24)
O r•-i S Q
' '
_ -o
STA. 13+70
w w C7
$l A.
15 OF 35
STA. 13+07 (GS-1)
STA. 0+00 (GS-2) v
WATER
UD
a O
MplCNu
$N /
EX. SSMH
30' PERMANENT GENERAL WATER TIGHT LID Z
RIM 587I42'T
a IW
~ U
- -1
L/
RIM: 581.97
DRAINAGE, UTILITY & ACCESS RIM = 584.81'
EASEMENT (TYPJ VENT ELEV = 587.38'
INV: 573.23
i
MH
#7
STA.9+79a
RIM = 587.07'
p
18.0'0.0'
EX. SSMH
8+00 t \ �0+00
i _ --- - --- - 65'38'5"
!/ RIM:
!� 1 590.83
0
STA. 7+75
WATER TIGHT LID —•�_- -
\ ,q� l� ��-� — -
_
tt4 t
2 55
_. _ _',
`
578.83
:2
- ` _
RIM = 579.15 -`_ \ \ ' `�'�..
`.�,. ,- - - �_ .,.. -,
LAKEVIEW DR.
�-
> 1
r
I��h j
- ///
VENT ELEV = 588.88 h:
CUT & PATCH 421-F �. '�
r
VJ 3 •',
A v
EX SSMH - -_ EXIST. ASPHALT ROA \
CXj
LOCATION
', I
-• Z \ -
t
F
TEMPORARY DOUBLE ) 1,, ,, .',--`\`,-
STONE OUTLET .,..•' ....
,/ \ 4,i' - _
'-- �.... -- v.
— h.;'�., MH #2 STA. 0+66 (GS2)[-
�s,o�
EXIST. SEWER T6' , �'+' - REPLACE EXIST MANHOLE WATER TIGHT LID
TEMPORARY SEDIMENT FENCE (TYP.)-'
- -
BE ABANDONED RIM = 583.10
EX RIM = 583.10'
\
\\� ���\
I
.. —
EX. INV.= 578.00
NOTE: CONTRACTOR TO PROVIDE TEMPORARY
BYPASS PIPE OUTSIDE OF MANHOLE I
\
\\\��
\ �'
\
n `y
fs' SSMH
EX.
RIM: SBBAB
TOP W PIPE-
581.87'
VQ'
/
20 0 40
O
~� ^' U
J
EX. SSMH
MH #10 STA. 14+10 (GS-1)
BOTTOM MH
578.96' )•
LINE FM-2
HORIZONTAL
O
RIM: 578.59
INV: 574.35
STA. 0+00 (FM-2)
WATER TIGHT LID
I
SEE SHEET 18
SCALE IN FEET
O
LINE GS-1 & LINE QS-2
TEMPORARY DOUBLE STONE OUTLET
i•=40' (FULL SIZE)
RIM = 586.11'
•=80' (HALF SIZE)
I
z
Oz
0
W
..
p00
3
In
N
Imo.
En
I
0
ANO
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it
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O
N Q Q
J
O
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'
Revisions:
ADDENDUM No. 1
O ON
c1
= O H H Q
> > > =
FQ-
m > >
_Q
O
F ¢
>
_
F
< i >
M
= FQ-
2 1n
F W
N N
=. W
���
~ Q
v, 3�
8/19/2016
592
F ":) N�
r 00
n
g .t to N 3
Z Z Z
y�
Z Z
v, 3�
Z
m •t
In
3 K?
592
ADDENDUM No. 2
=
r
= is
N
NEGOTIATED CHANGES
� +
+
F �
ir1 r
II
+
O
II
1 anon
ADDENDUMNo. 3
= o ~
a >
>
_ ~
s�v1
Q =
3�
>
APPRO:X.
00 YR.
EXIS
NEOOTIATEDMATERIAL
CHANGES
588
���
aazz
FLK.
PLAIN
GRA
588
Ivl Inon
ELEV =
587.36
LEV = 583.86'
-EV = 586.86'
AP
ROXIMATE 100
YR. FLOOD
AIN
--
584
584
TDP EX.
SEWER
"
/
/
/
—
580.61'
=
\
580
I-'--,
/
580
� �
\\-----
--
------
I
J
PROP. 8• FM
SEE SHEET 16
576
8"
SEWER
576
(10 SE ABA
INV = 5
.18t
(TO BEA
INV = 57.1.51±
NDONED)
SE
ER ®0.97%
4
,m"90ouugy
,\CARO
p4`oFEss�ojif2
0
12
MIN
DR-26
PVC SAN.
66LF 8" C
905 DR-26
2;a v;v
572
18"
MIN.
326 F 1$'
C-905
0
18" C-905
R-26
PVC SAN. SE
R ®2.45%
572
R-26 PVC S
N. SEWER ®
74y,
PVC
AN. SEWER ®
0.97%
0
+..`
204
8" C-g05
13LF 18"
-905 DR-26
� 9� �
PVC SAN. S
7WER O 0.97%
2
LIN
G S -1
LF 18" C-90
DR-26
LINE
G S
2
SCALER NO FEET
Drawn By: GAQ
PVC
SAN. SEWER
0.9776
Checked By: MWB
1--4- (FULL SIZE)
1"-8' (HALF SIZE)
City Engineer: GHS
Scale: AS SHOWN
7+00 8+00
9+00 10+00 11+00 12+00 13+00
14+00
0+00
1+00
Date: 12/11/2017
701-265
SHEET 15 OF 35

I
LIMITS OF CONSTRUCTION SHALL BE
J
RIGHT—OF—WAY OR LIMITS OF EASEMENT
0?
DO
BENCHMARKI
RNV MONUMENT¢
ELEV = 591.05
^ I
"tom Yom'*
°'�
PHARR
YARNS
/ STA.
EXIST. 8 -INCH FORCE MAIN/
FROM PHASE PUMPS
NORTHING = 555740.78
CONNECT TO EXIST.
W 'N
W
TEMPORARY SURGE
STONE ENTRANCE/EXIT
EASTING = 1380514.80
}
3 100 YR. FLOOD PLAIN
v
..
BEND (BELOW GRADE)
W/ 1 - 8 x 8 TEE (MJ)
1-8x8 REDUCER (MJ)
ABANDON THIS SECTION
OF EXISTING FORCE MAIN
W
0-4
r�1
C7 N
, Z U
O W z
LINEGS-1
SEE SHEET 15
I
t j
PLUG EXISTING
QZ I
V
NORTH WYE INVERT
INSTALL 1 - 8 -INCH 45° BEND ON
EXISTING 6 -INCH FORCE MAIN
0
\ � �: ��
/ � y ' I
STA. 5+93 STA. 7+41
EXIST. 6 -INCH FORCE MAIN
LINE GS -2
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TEMPORARY DOUBLE / r/%�
I �"'. 1 - 8 -INCH
-' I
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STONE OUTLET / J/
�/ / ��/ -
TEMPORAFENCEI(fYP) MENT
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1 -AIR RELEASE/VACUUM VALVE
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- a )
1-HDPE/PVC TRANSITION
111 l i/ \
SLEEVE)
3
BEGIN HDPE -. _ (INSTALL AT HIGH POINT OF LINE) I O
6 -INCH GATE VALVE (MJ)
O
EXIST. 8 -INCH SEWER (TYP.)
\ \ a EXIST. ASPHALT
1
I I/
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STA. 0+00 (BEGIN FM -2)
_
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B•INCH DR 11 HDPE DIRECTIONAL DRILL
BEGIN STA. 0+50
EXIST. CONCRETE /
,'NOT TO BE REMOVED
'
"
1 - 8 -INCH 11.25° BEND
1 \ \
` \\\ k \ \ \\ \ \
/ ii��
END STA. 5+90
.. CONCRETE s•E. REMOVE 8 REPLACE 88 LF EXIST. GRAVEL DRIVE
n. _-
r
\
8 -INCH C-900 DR -25
PVC FORCE MAIN
`OX..
STA. 0+48 m STA. 0+50 ��
1-HDPE/PVC TRANSITION SLEEVE 0
-
1 I �'{ 10 30 -FOOT PERMANENT GENERAL
DRAINAGE, UTILITY & ACCESS
REMOVE 8 REPLACE /
REMOVE
8 REPLACE SHRUBS
1 - 8 -INCH 45° BEND BEGIN HDPE
1
/ - 1 �`
'J�yp�P
`
FENCE
\ EASEMENT VARIES (TYP.) AS NECESSARY FOR CONSTRUCTION
AS NECESSARY A. 8+
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► r 1 -
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i
1'�-
1 g Q.
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N N3lrz
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ADDENDUM No. I
8/1912016
r
\
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ADDENDUM No. 2
588
\
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�ow� I
588
NEG/2017 ED CHANGES
1on4no17
EXIST. 12" DIP
j
L
PPROXIMATE
00 YR. FLOOD
PLAIN
��
INV = 58 31t
NAF EENDUMMN..3TIATED RtAL
/
Irl EXIS
. 18" RCP
584.111
/
/
1
APPROX. III
IST
EXIST. 6" FM
2/H1/2017
rn
I
584
/INv
�
N 576.82f
584
Ilcz1
/
18"
MIN.
580
Iia
i
\
580
_
3' M
J.
\
161LF
OF
B -INCH 900
\
Ail^\
DR -25
PVC FORCE MAIN
EXIST. 12"
INV = 576.
P 11
2t 41
/
\
\\
STA. 5+90
576
50
F F -
HDPE/WC
TRANSIT10 SLEEVE
576
PVC FORCE
S
TA. 0+50
1
/
572
TRANSITIO
VC
DSLEEVE
1�
/
5.0'
MIN.
572
FERC
PERMI
ELEVATION
569.4
---
SURF
kCE ELEV. 671.1A
5.0'
MIN.
..a�'CAuny;
�40FESS °HCl7
—
MINS
RFAC ELEVA
CROSSING
_ —
—
—
— — —
— — —
— —
—
— —4
_
— -
`
568
s.o'
MIN.
568
t `•. €
11 HDPE
DIRECTIONAL
DRILL
BE
N STA. 0+50
`
0~
, +
E
D STA. 5+98
FLOW
5641
1
2
564
// 2 '7
VERTICAL
Drawn By. GAQ
SCALE IN FEET
Checked By:MWB
1"-4' (FULL SIZE)
City Engineer: GBS
Scale: AS SHOWN
560
t'=6' (HALF srzE)
560
0+00
1+00 2+00
3+00 4+00 5+00 6+00
7+00 8+00
Date: 12/11/2017
701-265
SHEET 16 OF 35

s'
i
EXIST 6 -INCH
D.I.PIPEI \
\ I
I EXISTING ABANDONED 6 -INCH
FORCE MAIN FROM FILTER B/W
HOLDING TANK
CUT AND PLUG EXISTING 6 -INCH DI PIPE
DECOMISSION AND DEMOLISH IN PLACE
EXISTING TANK PER SPECIFICATIONS
(NOT CURRENTLY IN SCOPE OF PROJECT)
EX. PLUG VALVES - - - - ss — -
s---'ff---- - D
FM— FM. _—_fM FTA FMS c
WILLOW DR.
.t .
q='N REMOVE EXISTING PLUG J
EXIST. 6 -INCH FORCE MAIN
FROM HP FACILITY
Agn
100 YR. FLOOD PLAIN —/
DECOMISSION AND DEMOLISH IN PLACE
EXISTING TANK PER SPECIFICATIONS
(NOT CURRENTLY IN SCOPE OF PROJECT)
HOLDING TANK
TEMPORARY DROP
INLET PROTECTION
UCI.VMlJ K
DEMOLISH IN
EXISTING TAI
SPECIFIC/
(NOT CURREI
SCOPE OF PRI
rN
I
FT -1 ch
7 1 I •� m -,� •r- �. ..
CONNECT NEW 8" FM TO
`=-_-- _^ - -- - mss_—
EXISTING 6" FM WITH 8"x8" TEE --- _ � - - � ws _._,_ � �` -�
cws
AND B" GATE VALVE AND BOX
CONNECT EXIST. 6 -INCH FORCE MAINS
WITH 150LF OF 6 -INCH CLASS 52 D.I. PIPEFORCE MAIN `\_ 1.•� _----- -- --- -`_—
STONE OUTLET (TYP.) ' — — _ '—,�__ — S'-- --�... r• ._— — _ —_� ��_ ,
TEMPORARY SEDIMENT FENCE (TYP.) 10 0 20
1 - 6 -INCH 45° BEND (VERT)
TA
SCALE 2INNFEET �a U
1'-20' (FULL SIZE) I t
1'-40' (HALF SIZE)
LINE FM -3
6-12V
592
0+00 1+00
Revisions
ADDENDUM No. 1
6/19(2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
0
U
O
O
3
ADDENDUM No, 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
am
oeoox
) )- II-un7
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 17 OF 35
616
x
584
m
w
Win
80
ot9w
612
a
m
° °
580
—
,L�_
EXISTING CR_A_D_E
APPROX. I=
TION
608
OF EXIST. 24
RCP
APPROX. LO ION
576
INV=80 .00±
EXIST. 8' FM
8" MIN.
604
(STING 6 -INCH I
.--6W.2--/
T, e'
572
150E
OF &INCH CLASS
52
DI PIPE FORCE
MAIN
600
EX
STING 6 -INCH IN . = 571.8
568
596
564
592
0+00 1+00
Revisions
ADDENDUM No. 1
6/19(2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
0
U
O
O
3
ADDENDUM No, 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
am
oeoox
) )- II-un7
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 17 OF 35

/
TRENCH WALL
UNDISTURBED EARTH
AT 3/4 HEIGHT OF OUTLET_
INVERT OUT
DUCTILE IRON PIPE
DUCTILE IRON PIPE
UNDISTURBED EARTH
IN FIELD SOLID CONCRETE
CONCRETE BLOCKING
3000 PSI
JUMBO BRICK MAY BE USED -
PIPE
O
CONCRETE BLOCKING
3000 PSI
BOTTOM OF BOOT SHALL
�''-
BE SET 2' ABOVE SHELF
CONCRETE BLOCKING •' •"•' " '
L J
INSTALLED MIN. 6" IN — — — — —
NATIVE MATERIAL ON
ALL SIDES g• I I TRENCH WIDTH
SECTION
�1 ANTI -SEEPAGE COLLAR DETAIL
,e
PLAN
NOTES:
1. 6" MIN. CONCRETE SLAB TO BE POURED TO GROUND CUT
2. INVERTS TO IN & OUT PIPES TO BE BUILT AFTER
MANHOLE HAS BEEN SET.
3. MANHOLE TO BE LEVELED & ASSEMBLED SO AS TO
EVENLY DISTRIBUTE WALL BEARING LOAD.
4. SEE DETAIL 71 B-2 FOR REINFORCING DETAILS AND STEP
DETAILS.
5.6" MIN. EXTENSION BEYOND EXTERIOR WALL OF
MANHOLE.
6. PRECAST MANHOLE JOINTS TO BE SEALED WITH "O"
RING JOINT -ASTM C-443 OR WITH APPROVED BUTYL
RUBBER SEALANT.
7. CONCRETE SLAB SHALL EXTEND A MIN. OF 3" ABOVE
BOTTOM OF FIRST MANHOLE SECTION.
8. ALL LIFT HOLES TO BE SEALED WITH TAPERED
NEOPRENE PLUGS OR OTHER APPROVED EQUAL. LIFT
HOLES TO BE SEALED FROM OUTSIDE.
CAST OR CORE DRILL HOLE
PER MFR. REQUIREMENTS
PIPE DIAMETER
AND MATERIAL VARIES
FLOW
RUBBER BOOT
CONNECTOR
CONCRETE WALL
WALL PENETRATION DETAIL
18
). FRAME & COVER
1. MANHOLE FRAME AND COVER AND VENT INSTALLATION TO BE
SEALED WITH BUTYL RUBBER AND NON -SHRINK GROUT.
2. ALL VENT OUTLETS ARE TO BE POINTED DOWNSTREAM
3. STEEL VENT PIPE SHALL BE 5" I.D. 0 SCHEDULE 40
(14.62 LB./FT.) AS SPECIFIED IN ASTM A-139 OR LATEST
REVISION. A 5" TYPE 316 OR 304 STAINLESS STEEL BUG
SCREEN SHALL BE INSTALLED IN VENT PIPE.
4. INSIDE OF VENT PIPE SHALL HAVE A 3/32 INCH COAL TAR
LINING ACCORDING TO AIAWA 203 OR LATEST REVISION
5. OUTSIDE OF VENT PIPE SHALL BE SAND BLASTED TO
COMMERCIAL STANDARDS AND HAVE ONE COAT OF ZINC
CHROMATE PRIMER APPLIED ACCORDING TO FEDERAL
SPECIFICATIONS TT -86A OR LATEST REVISION, THEN THE
VENT PIPE SHALL HAVE TWO EVENLY APPLIED COATS OF
RUST INHIBITING ENAMEL PAINT, EITHER KOPPERS GLAMORTEX
NO. 501 ENAMEL (OLIVE GREEN), SOUTHERN COATINGS
RUSTALOY NO. 0537 ENAMEL (GARDEN GREEN), OR EQUAL.
6. 2 GALVANIZED STRAPS WITH STAINLESS STEEL BOLTS MAY
BE USED IN LIEU OF CONCRETE FOOTING FOR VENT
7. ALL SEALED MANHOLES SHALL BE VENTED TO T ABOVE THE
FLOOD ELEVATION
8. A THREADED COUPLING MAY BE USED IN THE TOP 18" TO AID
IN ALIGNING THE VENT DOWNSTREAM
3 VENTED MANHOLE DETAIL
CITY OF GASTONIA FILE NO. 71B -4A
G USE BRICK
OR BLOCK TO LEVEL
MANHOLE AT 3 OR 4
POINTS AROUND
BOTTOM OF MANHOLE
8" 24" B"
4 8
_ r I
OPTIONAL CONE FOR
SHALLOW MANHOLE
(3 Lu
W
rx
2O
Om
U O a 4,_0„
azfx p< vgz }
P, uj r + O
Y N
U Lu
= y 0
a �S
r 0­
.00ONTNETE
~
m�
MANHOLE ASSEMBLIES
SHALL MEET H-20
TRAFFIC LOADING
1"
VARIES
pfl
O
FLAT TOP MANHOLE DETAIL
OPTIONAL
MONOLITHIC BASE
Lu
¢ x y FOR STANDARD DETAIL OF
CFRAME & COVER SEE SHEET
U
aPia
U2a� i
>?ON /
¢<_�N I
w5xa
�zQO
zwLLw
o n
y�z�
WU 0 x
Om wa
z CL Lo 2 I ,n
SELECT MATERIAL
95% PROCTOR
HOLE TO BE CUT Irh
IN MANHOLE AS CAST IN PLACE
NEEDED,7 1 / RUBBER SLEEVE
REQUIRED
v �
SELECT
a MATERIAL
z
95% PROCTO
LEVELING
tO `. BLOCKS
6" I MIN. SEE NOTE #1
3000 PSI CONCRETE ISI
�41 B PRECAST MANHOLE DETAIL
CITY OF GASTONIA FILE NO. 718-4
'UBBER BOOT
i/CLAMP, TIP,
NOTE:
EXISTING SANRARY SEWER MAIN SHALL BE SAW -CUT TO
SPRING LINE AFTER BASE CONCRETE IS PLACED AND SET.
2 DOGHOUSE MANHOLE (BUILT OVER EXISTING SANITARY SEWER MAIN)
1B
I 4' z
x
w �
O �
z
_ 4'-10"
r _ —
1�
I 5-10" I /
L
R I 5, I w
Q co
> r
x? w
O a w
w O U
rL
------ gmm
STANDARD FOOTING AS SHOWN
AT LEFT TO BE USED.
NOTES:
1. PIPE SLIDE REVD WHERE VERTICAL SEPARATION BETWEEN PIPE INVERTS IS GREATER THAN 1.5+' AND
LESS THAN OR EQUAL TO 2.5'. OUTSIDE DROP CONNECTION REQUIRED
2.VERIFY SLIDE INSTALLATION WITH PROJECT INSPECTOR PRIOR TO CONSTRUCTION.
3.MANHOLE AND CONNECTIONS SHALL BE IN ACCORDANCE WITH PRECAST MANHOLE DETAIL (SEE THIS
SHEET)
4. BRICK USED FOR INVERT AND SHELF CONSTRUCTION SHALL BE NCDOT STANDARD CONCRETE JUMBO
BRICK. MEETING ASTM C55 GRADE S—II EXCEPT ABSORPTION LESS THAN 10 LBS/CU.FT.
FLOW CHANNEL SHAPE
TO 3/4 HEIGHT OF OUTLET
PIPE.
�11 MORTAR SLIDE DETAIL
a
0.99' /� ._
MAX. ! II SAN. SEWER
MAIN
Revisions
ADDENDUM No. 1
8/1912016
ADDENDUM No. 2
NEGOTIATED CHANGES
10124/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/li/2017
I"
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 18 OF 35
BEGIN SHELF TRANSITION
ALIGN STEPS OVER
AT 3/4 HEIGHT OF OUTLET_
INVERT OUT
PIPE 1:12 MIN. SLOPE
CONCRETE SHELF PLACED
IN FIELD SOLID CONCRETE
SEAL AROUND
JUMBO BRICK MAY BE USED -
PIPE
TO BUILD UP INVERT TO
REDUCE MORTAR QUANTITIES.
ON EXISTING MANHOLES
BOTTOM OF BOOT SHALL
BE SET 2' ABOVE SHELF
FLOW CHANNEL SHAPE
TO 3/4 HEIGHT OF OUTLET
PIPE.
�11 MORTAR SLIDE DETAIL
a
0.99' /� ._
MAX. ! II SAN. SEWER
MAIN
Revisions
ADDENDUM No. 1
8/1912016
ADDENDUM No. 2
NEGOTIATED CHANGES
10124/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/li/2017
I"
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 18 OF 35

WATER LINE
WATER MAIN STANDARD
JOINTS
f— SEWER LINE
NOTE: SEE STANDARD SPECIFICATIONS SECTION 333000
PLAN VIEW FOR WATER LINE OVER SEWER LINE W/LESS THAN 18" CLEARENCE
WATER LINE
m
• SEWER LINE
10' 1 10'
DIP or CIP
a= LESS THAN 18" BOTH WATER AND SEWER LINE
SHALL BE WATER MAIN STANDARDS (JOINT)
FERROUS METAL PIPE (DIP), FOR 10' EACH SIDE OF CROSSING
a= OVER 18" REGULAR MATERIAL STANDARDS SHALL APPLY
WATER LINE
CENTER ONE JOINT -
OF PIPING AT CROSSING
10' 1 o'
"O" RING JOINT
ASTM C-443
OR
APPROVED
BUTYL RUBBER
SEALANT —
�__SEWER LINE o
PLAN VIEW FOR WATER LINE UNDER SEWER LINE
-
1I
OSEWER LINE
10'
'o,
DIP or CIP
C77 _J
WATER LINE
CENTER ONE JOINT
OF PIPE AT CROSSING
WATER AND SEWER LINE SHALL BE WATER MAIN STANDARD
(JOINTS) FERROUS METAL PIPE (DIP), FOR 10' EACH SIDE OF
CROSSING. ONE JOINT OF WATER MAIN PIPE SHALL BE CENTERED
AT THE POINT OF CROSSING.
FERROUS MATERIAL & JOINT REQUIREMENTS FOR WATER LINE & SEWER LINE
,a
.S:
tslings to be free from sand holes & no
I will be allowed.
with the use of aluminum patterns.
iron castling shall be supplied with no paint.
ars used for storm drain manholes shall have
.ewer" cast on them.
d draft allowed on straight faces.
vent holes required unless specified otherwise
oved plans.
dard letters unless otherwise specified.
,pproximate weight
f FRAME - 190lbs.
,pproximate weight
f COVER - 120 tbs.
,pproximate weight
f TOTAL - 310 Llbs.
he following Rings and Covers meets these specifications:
last Jordan Iron Works (EJIW) V-1384
a) locking V-2384)
:nnis Enter. MH -GRE -24
:nnis Enter. MH -GRE -24
IS Foundry & Mfd. Corp. USF 669 & KL Cover
3) USF669 & KL Cover, BWr
ty logo preferred where available from the
'acture. All castings shell be identified as property of
ty of Gastonia by stamping or casting methods.
r watertight manholes see plans for required
ins. add Watertight covers EJIW, USF w/ BWr and
v_1384GS w/ Camlocks
3 CAST IRON FRAME & COVER FOR MANHOLE
CITY OF GASTONIA FILE NO. 7113-1
TRANSITION TO PROFECTO
401 LINED D.I.P BEFORE
FORCE MAIN ENTERS
MANHOLE
q0° RESTRAINED
JOINT BEND
.1 O M 1
O.D. AS REQUIRED
NOTE:
I. CONTRACTOR SHALL CORE -GUT
EXISTIN& MANHOLE AND INSTALL
PENETRATION BOOT PRIOR TO TIE-IN
WITH PROPOSED FORCE MAIN.
FORCE MAIN DISCHARGE TO MAHOLE Q
2 METERING STATION AND @ DUHART PS
,a
2-1/2 1" MIN.
f Z O g4
f •
to
•
• • • •
2.1/2"
STEEL REINF. TO MEET
ASTM C478
"1116 5/8
1
1-3/8
T 7
e
1-va
v4
PS -1
(Step as manufactured by MA. industries or approved equal.)
PS -1-45
12
114
1-1/4
—{, v4
PLASTIC MANHOLE STEP DETAIL
�1 PLASTIC MANHOLE STEP DETAILS MANHOLE STEEL REINFORCING DETAIL
CITY OF GASTONIA FILE NO. 71B-2
TYPICAL STEP INSTALLATION
M.J. 5LEEVE
6" MIN. SCREENED
&RAVEL BASE
(NCDOT 1157 OR #6i)
SPRINGLINE
112 D
1/4 D (4" M
CLASS B
COMPACTED GRANULAR BEDDING
LOAD FACTOR 1.9
2' MIN. (95% STD.
PROCTOR) (SEE STD.
SPEC. SECTION 13.20 FOR
SOIL CLASS
REQUIREMENTS.)
MAY USE NATIVE SOILS OF
ASTM 2321 CLASS II, 111 (OR
CLASS IA OR IB) ABOVE
THE SPRINGLINE.
CAREFULLY COMPACTED
BACKFILL 95% STANDARD
PROCTOR DENSITY
(TAMPED IN 6" LAYERS)
HAUNCHING #57 WASHED
STONE GRANULAR
MATERIAL 95% STANDARD
PROCTOR DENSITY
�1 STANDARD BEDDING DETAIL FOR PVC GRAVITY SANITARY SEWER PIPE
CITY OF GASTONIA FILE NO. 71B -5A
W
F -
Revisions:
ADDENDUM No. 1
8/19/2016
ADDENDUMNo. 2
NEGOTIATED CHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL.
CHANGES
12/11/2017
9� 'y
aemm
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 19 OF 35

m
4" ABC STONE BASE
6" CONCRETE MINIMUM MUST BE AT LEAST EQUAL TO 2" TYPE S9.5B
(MUST BE EQUAL TO EXISTING DEPTH) EXISTING SECTION DEPTH. EXIST. PAVEMENT 6" STONE
E
EXIST. BINDER � °;
EXIST. STONE 6 BINDEf TYPE 119.08Uj
(T�
0 00 00 °00� o°oo p o V'o°go 0 0 [3� p'�•
FJ(13T. PAVEMENT 0 0 $000 o po 0 0 0 o p o
oO0 � 00 Oo00op p°p 00o pN
�� 0000 poo opo OOp BOO Ooo oo 0p00 �+ W 900
EXIST. STONE o 0
g0 oo
'6
o poo 00000000 12' W 12" � � zU
0000 0 0 opo o8008poa'a'° oq�0o 00 ° o� p H Qx tr] z
0 0 a o 0 0 o a o 0000 0 I o 00 0 oa CLAY BASE BACKFILL F+i d
MATERIALtz
+-= -- --- -- ''-4 FULL DEPTH STONE TO BE MAINTAINEDU 0
12" 12" UNTIL ASPHALT PATCHING OCCURS. 95% COMPACTION REQUIRED] U O
MINIMUM 95% STD PROCTOR DENSITY O Hy rFi)
CLAY BASE BACKFILL REQUIRED TO PATCH. — F a
ONE YEAR WARRANTY APPLIES AFTER MECH. TAMP (EACH LAYER)
MATERIAL COMP. 8" LAYER y�
FULL DEPTH STONE TO BE MAINTAINED 95% COMPACTION REQUIRED DATE OF PATCHING. UTILITY
UNTIL CONCRETE PATCHING OCCURS, COMPANY CONTRACTOR RESPONSIBLE FUTURE 8" WATERLINE (BY OTHERS) 0.1 U
MINIMUM 95% STD PROCTOR DENSITY FOR WARRANTY REPAIR.
READ. TO PATCH. — MECH. TAMP (EACH LAYER)
1--� I"'I w0 on
ONE YEAR WARANTY APPLIES AFTER+
DATE OF PATCHING. UTILITY COMPANY
FOR — — COMP. 8" LAYER NOTE: SHARED TRENCH DETAIL SHALL O bd
CIS O
— I IN BE USED DURING INSTALLATION OF FM -1 od
CONTRACTOR RE
_ � FROM STA. 49+25 TO STA. 60+00.
WARRANTY REPAIRS.
/ I (SEE PLAN SHEETS 7 do 8)
VARIABLE
VARIABLE
(g) CONCRETE DRIVEWAY RESTORATION
79
CITY OF GASTONIA FILE NO. MODIFIED 71D-26
4" ABC STONE BASE
CL MUST BE AT LEAST EQUAL TO
I T EXISTING SECTION DEPTH.
UT
0 0 0 0 000 0000
EXIST. STONE—� 000 0000ao 00 p 0000
oSo0°4�=00$0° oo00o o+ 12"
CLAY BASE BACKFILL
MATERIAL
95% COMPACTION REQUIRED
12" 12"
MECH. TAMP (EACH LAYER)
COMP. 8" LAYER
VARIABLE
(�j:) GRAVEL DRIVEWAY RESTORATION
CITY OF GASTONIA FILE NO. MODIFIED 71D-26
EXIST. PAVEMENT
EXIST. STONE o8. o 0 00 0 000o a o0 oc
00000 oo OOo �oaBpo p�
0 0 0 0 000 000.0-
12" 0000-12"
FULL DEPTH STONE TO BE MAINTAINED
UNTIL ASPHALT PATCHING OCCURS,
MINIMUM 95% STD PROCTOR DENSITY
REQD. TO PATCH. —
ONE YEAR WARANTY APPLIES AFTER
DATE OF PATCHING. UTILITY COMPANY — —
CONTRACTOR RESPONSIBLE FOR
WARRANTY REPAIRS.
I I
VARIABLE
1-1/2"SF9.SA ASPHALT
4" ABC STONE BASE
MUST BE AT LEAST EQUAL TO
EXISTING SECTION DEPTH.
0 00 0p0
aoa p o 0000
,Oo o°o poo 000
12
CLAY BASE BACKFILL
MATERIAL
95% COMPACTION REQUIRED
MECH. TAMP (EACH LAYER)
_. COMP. 8" LAYER
�1 ASPHALT DRIVEWAY RESTORATION
m CITY OF GASTONIA FILE NO. MODIFIED 71D-26
D.I. PIPE
3-4X4 CEDAR OR
PRESSURE TREATED
PINE RUNNERS
CONTINUOUS EXCEPT
AT JOINTS
PROPOSED 18" FORCEMAIN
Utility cuts on any State Road should be backfilled with soil material, and ABC stone according to �'� SHARED TRENCH DETAIL
City Standard Detail (71 D-26), and these materials should be compacted to within 95% of 8
standard proctor. Said cuts should be patched with asphalt surface material, also according to 20 PROPOSED 18" FORCEMAIN AND 8" WATERLINE
(71 D-26) on the same day as the cut is made. (BY OTHERS) ON LOWELL AVE.
Within the twelve months following the street cut, the City will periodically check these patches for
integrity. If any further action is needed, the City will inform the appropriate Utility, who will then be
responsible for making any and all necessary repairs.
TYPICAL PAVEMENT REPAIR FOR UTILITIES CUT (NCDOT)
CITY OF GASTONIA FILE NO. 71D-26
SECTION A -A
CASING SIZE SHOWN
ON DRAWING
STAINLESS STEEL BANDS,
3 REQUIRED PER PIPE
LENGTH
PAVEMENT OR OTHER CROSSING
SEE DRAWING
EXISTING GROUND
3
CASING
Al
PIPE MATERIAL AS
SHOWN ON DRAWINGS
D.I. PIPE
4 X 4 CEDAR OR P.T.
A'
PINE LUMBER FULL
1r sa
LENGTH OF PIPE
TYP TOJOINTWP
EXCEPT BELL
ALTERNATE CASING END SEAL
BRICK
MORTAR
2" x 2" WEEP HOLE
gAT INVERT END
3116" X 4'-0" BLACK NEOPRENE
SHEET RUBBER. CREASE &
OVERLAP TO CONFORM TO PIPE
SHAPE. OVERLAP SHEET A
MINIMUM OF 24".
CASING AS SPECIFIED
18"
A STAINLESS STEEL BANDS
(2 EA ON EA END)
CASING END SEAL
(TYPICAL EACH END)
(NOTE: SPIDERS MAY BE USED IN LIEU OF TREATED
LUMBER RUNNERS WITH PRIOR APPROVAL)
NOTE: SPIDERS W / 4" WIDE BAND (3/16" t) W / 4 SKIDS W/BEVELED
ENDS ALL PARTS ASPAHLT COATED, PER MANU. REC.
2 DRY BORE AND JACK ENCASEMENT AND CARRIER DETAIL
CITY OF GASTONIA FILE NO. 7113-25
4"
1/4" TO 1" SLOPE TOWARD CURB
CROSS—SECTION
NOTE:
WHEN FRONT EDGE OF WALK IS POURED ADJACENT
TO CURB OR BACK OF WALK IS POURED ADJACENT
TO A BUILDING OR EXISTING CONCRETE, A 1/2"
EXPANSION JOINT SHALL BE PLACED BETWEEN NEW
WALK AND EXISTING STRUCTURES; WHERE A
DRIVEWAY CROSSES A WALK, THE SIDEWALK SHALL
HAVE A DEPTH OF 6" WITH 1/2" EXPANSION JOINT
EACH SIDE OF WALK.
1/2" EXPANSION JOINTS TO BE EVERY 4' MAX.
4 TYPICAL PAVEMENT REPAIR FOR CONCRETE SIDEWALK
�° CITY OF GASTONIA FILE NO. MODIFIED 71D-14
18"
NOTE: EXTENSION STEM WILL BE REQ'D.
TO BE WITHIN 2' OF THE SURFACE IF
OPERATING NUT IS OVER 5' BELOW ,
GRAD. EXTENSION SHALL BE ,
PERMANENTLY ATTACHED TO VALVE
NUT AND SHALL BE PROVIDED HATH
HORIZONTAL SPACERS FOR VERTICAL e
ALIGNMENT WITHIN THE VALVE BOX.
CAST IRON COVER
�M 2
PRECAST REINFORCED CONCRETE
VALVE BOX COLLAR TO BE
OMITTED IN PAVED SECTIONS n
BRICK UNDER EACH CAS SUP
VALVE BOX
SIDE OF VALVE BOX
STONE BEDDING UNDER GATE OR
VALVE BOX PLUG VALVE
POURED IN PLACE CONC.�- CONIC. SUPPORT
W/TIE DN'S REQ'D.
(/44 BARS) FOR 10" TYP, CONIC. SUPPORT;
AND LARGER VALVES PRECAST BLOCKS MAY BE
4USED FOR LESS THAN 10" VALVES
NOTE: SEE TYPICAL FITTING AND JOINT
RESTRAINT DETAILS FOR VALVE RESTRAINTS,
1 TYPICAL VALVE AND VALVE BOX
Revisions
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10124/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
aaA°"t�rCA Ra`�
04 o4Essiotilt�
OII�OY� ,
V4_
yawn By: GAQ
hocked By: MWB
ity Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 20 OF 35

L /
/ L
bp'PER BEND
s•
VERTICAL OFFSETS DEAD ENDS
LOWER BEND
I
rTURILUN IHL DCIVVJ
L
y
REDUCERS
PLAN
TABLE "A" (DIMENSIONS IN FEET)
EARTH (J]
rW
NT W
¢ 1�3T BLOCKS SHALL BE CONSTRUCTED OF
3000 P.S.I. CONCRETE.
a
a 2. THE CONTRACTOR SHALL USE MECHANICAL O
a RESTRAINTS UNLESS OTHERWISE INSTRUCTED. ;�1.,
3. CONTRACTOR SHALL PROVIDE CALCULATIONS a W
FOR INSTALLATION OF MECHANICAL RESTRAINTS. E -I
\RTH
4. THRUST BLOCKING DIMENSIONS ARE BASED ON O
A TEST PRESSURE OF 200 PSI. CONTRACTOR
ELEVATION SHALL SUBMIT CALCULATIONS TO ENGINEER FOR
REDUCED BLOCKING DIMENSIONS BASED ON ACTUAL
OPERATING PRESSURES.
PI SIZE NO�IA..N INC SBEND 8"118"
90'
- - 5.0
45'
3.5
22 1/2
2.
11 1/4'
- - 2.0
Size & Horizontal Bend (Degrees) Tee Reducer Dead End A/2 A/2 UNDISTURBED EARTH . ' • ' N
Material¢ w
90 45 22.5 11.25 Branch X 6"
18" DIP Length Restrained (ft) 31 13 7 3 37 17 43 a a F-
14" DIP Length Restrained (ft) 25 11 5 3 30 17 34 a W
" UNDISTURBED EARTH ELEVATION
Size &
Horizontal Bend (Degrees)
Tee Reducer Dead End
Material
90 45 22.5 11.25
Branch
18" PVC
Length Restrained (ft) 41 17 8 4
70 30 78
8" PVC
Length Restrained (ft) 20 9 4 1 2
30 16 37
DESIGN PARAMETERS
DEPTH OF BURY 3 FT
SAFETY FACTOR 2:1
TRENCH TYPE 3, SEE DETAIL
TEST PRESSURE 125 PSI (MIN.) SPEC. 14.15
SOIL TYPE SILTY SANDS, SAND SILT MIXTURES BACKFILLED USING NATIVE SOILS.
NOTE:
1. THE CONTRACTOR SHALLINSTALL RESTRAINED JOINT THRUST PROTECTION AT ALL BENDS, TEES, REDUCERS, VERTICAL OFFSETS. THE
ABOVE LENGTHS ARE MINIMUM LENGTHS REQUIRED FOR THE DESIGN PARAMETERS SHOWN ABOVE. THESE RESTRAINING CONDITIONS ARE
COMMON CONDITION. THRUST BLOCKING ALTERNATE QNLY WHERE APPROVED BY ENGINEER.
4 MECHANICAL JOINT RESTRAINT DETAILS
z,
BRASS MARKER PLATE
2" BRASS MARKER PLATE W/
4" SQ. PRECAST CONC. ANCHOR (SEE BELOW)
POST (4,000 PSI) I Ml
V I 3/4 " CHAMFER AT
2' -6 -EACH CORNER
EXIST. GROUND I I t
mm q%W
4 - #3 BAR "
2'-0"
2 BRASS MARKER PLATE W
•. I I.• DIRECTIONAL ARROW POINTED
ONE CUBIC FT. TO VALVE W/ DISTANCE TO
CONCRETE (MIN.) NEAREST FOOT
TYPICAL CONCRETE MARKER
s, (VALVE, ARV, BLOWOFF, CLEANOUT,
PUMPER CONNECTION, LINE/BEND)
NOTE,
1. CONCRETE MARKER POLES SHALL BE INSTALLED FOR ALL VALVES, AIR
RELEASE VALVES, AND BURIED BLOW -OFF ASSEMBLIES WHICH SHALL
INDICATE THE DIRECTION TO THE VALVE.
2. MARKERS SHALL BE IN THE STYLE AND NUMBERS AS DETERMINED BY
THE CITY OF GASTONIA.
3. MARKERS SHALL INDICATE MV FOR MAIN LINE VALVES, 'ARV -FOR AIR
RELIEF VALVES, AND BO FOR BLOW -OFFS.
4. WHERE CONCRETE CURBING IS INSTALLED ALONG ROADWAYS, THE
CONTRACTOR SHALL ENGRAVE THE ABOVE REFERENCED ABBREVIATIONS
INTO THE CONCRETE CURBING TO ALLOW FOR FUTURE REFERENCE OF
THE VALVES, AIR RELEASE VALVES, AND BURIED BLOW -OFF
ASSEMBLIES.
5. SEWER VALVE MARKER SHALL BE PAINTED GREEN.
6. WATER VALVE MARKER SHALL BE PAINTED BLUE.
PLAN
THRUST BLOCK SIZE DETERMINED BY SMALLEST DIA. OF TEE
DIM.
(IN FEET)
PIPE SIZE INCHES
6" 1 8° 1 12" 16" 20" 24" 30° 36" 48"
A
1.9 2.4 3.6 4.5 5.6 6.7 9.0 10.7 14.2
1
a THRUST BLOCK DETAIL FOR TEES & BENDS
z,
2"X18" CONCRETE BOX W/LID
12" PLUG - ASA 8 BOLT PATTERN
(FLANGE, BOLTS, NUTS AND WASHERS
TO BE STAINLESS STEEL)
12" D.I. PIPE
— 12" D.I. PIPE II II 12" D.I. PIPE I' I I I I II 12" D.I. PIPE
TO FORCE MAIN u u ry�y—� �H FROM VALVE VAULT
12" M.J. GATE VALVE
W/ CAST IRON SLIP
TYPE VALVE BOX
EMERGENCY CONNECTION DETAIL
21 N.T.S.
12" TEE (FLG.)
Revisions
ADDENDUM No, 1
8/192016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/242017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
121112017
sm
0O
/)-i'l-7
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 21 OF 35

1.) PRECAST MANHOLE, SEE STANDARD DETAIL 71B-4. 5.) e@IPS THREAD RED BRASS PIPE AND FITTINGS.
2.) a@AIR RELEASE VALVE W/ VACUUM CHECK UNIT. 6.) TRASH HOOD.
3.) a@GATE VALVE. 7.) PIPE CAP.
4.)(DCORPORATION STOP (i.e. MUELLER H-10045). 8.) GROUT, 1/8/1'-0" MIN" MIN. SLOPE TO DRAIN
>--V FOR 12" FORCE LINE AND SMALLER.
@=2" ALL FORCE LINES LARGER THAN 12"
CONC.BOTTOM
POUR IN PLACE
(SEE STD. M.H. DETA
4' DIAMETER MANHOLE W/1"A.R.V.
NOTE: APPROVED CBZSPlN AVOWL # ZfS-POR (L) & S$09 (L)
CONC.BOTTOM
POUR IN PLACE
(SEE STD. M.H. DETAIL)
1"ASPHALTIC SEALER
FOR CUSHION
AIR RELEASE VALVE WITH VACUUM
2 CHECK UNIT IN PRECAST MANHOLE
N.T.S.
M
7
T
b
7
� o
PROPOSED FORD 1300-5 a/ (~ 6
q PIPE RESTRAINT OR PROPOSED FORD 1300-C Z c
DOI PRE -APPROVED EQUAL PIPE RESTRAINT OR W a a
PRE -APPROVED EQUAL Al) HDPE PIPE
G B) HDPE/MJ TRANSITION FITTING w
® C HDPE FU5ED JOINT
E W z m
® D SPL17 -J GLAND C7
E MJ RUBBER GASKET r~1 z V
HH F 55T SLEEVE INSERT C w z
AO © G TIE RODS W � E>-
__ _ H BELL RESTRAINT RING c1, v O
-- r- Q�
HDPE PIPEI I INSTALL ONE FULL JOINT OF 0 w "
D.I. PIPE DIP AT EACH END OF DIRECTIONAL
I I I I DR II ( I BORES (NOMINAL DIAMETER)
-- L -J -- I I - L-
f — O U_ 0
O
o
HDPE/PVC TRANSITION ASSEMBLY x
0
SEE NOTE
P.E. PIPE TO BE INSTALLED WITH
A MIN. OF 10' HORIZONTAL RUN.
INSPECTION HOLE ONLY ALLOWED
THIS LOCATION.
DISTANCE TO BE
APPROVED BY THE ENGINEER
ROAD PROFI
EXIST]
PRIOR TO START OF WORK
BORE MACHINE
AND RODS
SELF -RESTRAINED PE/MJ ADAPTERS, NSF
APPROVED FOR POTABLE WATER WIT
SST SLEEVE INSERTS AS MANUF. BY CM
OR APPROVED EQUAL. ADAPTER BY
CENTRAL, DRISCO, PIPE OR APPROVE
EQUAL. ADAPTERS TO BE SDR It (TYD.
BOTH ENDS.) SEE "PE/MJ TRANSITIOlf
DETAIL.
CABLES, WATER/
SEWER LINES (TYP.)
TYPICAL DIRECTIONAL BORE
(AWWA C90(., SDR II MIN. OR
APPROVED EQUAL.)
10' MAX
SPACING
FOR DEPTH -
MEASUREMENT
I NOTNOTE I
TYPICAL DIRECTIONAL BORE FOR POLYETHYLENE (PE) PIPE
22
NOTES:
I. A PROFILE AND PLAN SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH DIRECTIONAL BORE
SECTION BY THE DIRECTIONAL BORE CONTRACTOR.
2. ALL BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED PER SPECIFICATION STANDARDS
UPON COMPLETION OF INSTALLATION AND PRIOR TO PLACING THE FORCE MAIN ON-LINE.
3. LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, NUMBER OF P.E.
PIPE JOINTS, LOCATION OF BORE MACHINE, AUGER ENTRANCE LOCATION, AND TIE-IN POINTS ARE
TO BE APPROVED BY THE ENGINEER PRIOR TO ANY START OF WORK.
4. THIS DETAIL 15 AL50 APPLICABLE TO STREAMS, WETLANDS, LARGE STORM DRAINS, AND
SIMILAR APPLICATIONS FOR DIRECTIONAL BORE WITH POLY- ETHYLENE PIPE.
S. THE BORE DEVELOPED FOR THE LEAD IN END OF THE PIPE SHALL BE KEPT AT A MINIMUM
DIAMETER FOR THE PIPE INSTALLATION. THE LEAD IN END SHALL BE PULLED THROUGH WITHOUT
THE M.J. FLANGE ATTACHED FOR LARGER THAN G" PIPE INSTALLATIONS. THE M.J. FLANGE FOR
SAID LEAD IN END SHALL BE INSTALLED AFTER THE PIPE INSTALLATION WITH THE USE OF A
SPLIT M.J. FLANGE PER THE DETAIL ON THI5 DRAWING.
b. SITE DEPTH/DITCH REQUIREMENT - MINIMAL COVER REQUIRED FROM LOWEST POINT OF ROAD
CROSS-SECTION.
MINIMAL COVER FOR DIRECTIONAL DRILLED UTILITY PIPE
1
O Q
MIN. COVER
2 INCHES UP TO 6 INCHES
, g
��R F G�cpOOP,��OI
CONC.BOTTOM
POUR IN PLACE
(SEE STD. M.H. DETAIL)
1"ASPHALTIC SEALER
FOR CUSHION
AIR RELEASE VALVE WITH VACUUM
2 CHECK UNIT IN PRECAST MANHOLE
N.T.S.
M
7
T
b
7
� o
PROPOSED FORD 1300-5 a/ (~ 6
q PIPE RESTRAINT OR PROPOSED FORD 1300-C Z c
DOI PRE -APPROVED EQUAL PIPE RESTRAINT OR W a a
PRE -APPROVED EQUAL Al) HDPE PIPE
G B) HDPE/MJ TRANSITION FITTING w
® C HDPE FU5ED JOINT
E W z m
® D SPL17 -J GLAND C7
E MJ RUBBER GASKET r~1 z V
HH F 55T SLEEVE INSERT C w z
AO © G TIE RODS W � E>-
__ _ H BELL RESTRAINT RING c1, v O
-- r- Q�
HDPE PIPEI I INSTALL ONE FULL JOINT OF 0 w "
D.I. PIPE DIP AT EACH END OF DIRECTIONAL
I I I I DR II ( I BORES (NOMINAL DIAMETER)
-- L -J -- I I - L-
f — O U_ 0
O
o
HDPE/PVC TRANSITION ASSEMBLY x
0
SEE NOTE
P.E. PIPE TO BE INSTALLED WITH
A MIN. OF 10' HORIZONTAL RUN.
INSPECTION HOLE ONLY ALLOWED
THIS LOCATION.
DISTANCE TO BE
APPROVED BY THE ENGINEER
ROAD PROFI
EXIST]
PRIOR TO START OF WORK
BORE MACHINE
AND RODS
SELF -RESTRAINED PE/MJ ADAPTERS, NSF
APPROVED FOR POTABLE WATER WIT
SST SLEEVE INSERTS AS MANUF. BY CM
OR APPROVED EQUAL. ADAPTER BY
CENTRAL, DRISCO, PIPE OR APPROVE
EQUAL. ADAPTERS TO BE SDR It (TYD.
BOTH ENDS.) SEE "PE/MJ TRANSITIOlf
DETAIL.
CABLES, WATER/
SEWER LINES (TYP.)
TYPICAL DIRECTIONAL BORE
(AWWA C90(., SDR II MIN. OR
APPROVED EQUAL.)
10' MAX
SPACING
FOR DEPTH -
MEASUREMENT
I NOTNOTE I
TYPICAL DIRECTIONAL BORE FOR POLYETHYLENE (PE) PIPE
22
NOTES:
I. A PROFILE AND PLAN SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH DIRECTIONAL BORE
SECTION BY THE DIRECTIONAL BORE CONTRACTOR.
2. ALL BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED PER SPECIFICATION STANDARDS
UPON COMPLETION OF INSTALLATION AND PRIOR TO PLACING THE FORCE MAIN ON-LINE.
3. LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, NUMBER OF P.E.
PIPE JOINTS, LOCATION OF BORE MACHINE, AUGER ENTRANCE LOCATION, AND TIE-IN POINTS ARE
TO BE APPROVED BY THE ENGINEER PRIOR TO ANY START OF WORK.
4. THIS DETAIL 15 AL50 APPLICABLE TO STREAMS, WETLANDS, LARGE STORM DRAINS, AND
SIMILAR APPLICATIONS FOR DIRECTIONAL BORE WITH POLY- ETHYLENE PIPE.
S. THE BORE DEVELOPED FOR THE LEAD IN END OF THE PIPE SHALL BE KEPT AT A MINIMUM
DIAMETER FOR THE PIPE INSTALLATION. THE LEAD IN END SHALL BE PULLED THROUGH WITHOUT
THE M.J. FLANGE ATTACHED FOR LARGER THAN G" PIPE INSTALLATIONS. THE M.J. FLANGE FOR
SAID LEAD IN END SHALL BE INSTALLED AFTER THE PIPE INSTALLATION WITH THE USE OF A
SPLIT M.J. FLANGE PER THE DETAIL ON THI5 DRAWING.
b. SITE DEPTH/DITCH REQUIREMENT - MINIMAL COVER REQUIRED FROM LOWEST POINT OF ROAD
CROSS-SECTION.
MINIMAL COVER FOR DIRECTIONAL DRILLED UTILITY PIPE
CARRIER PIPE DIAMETER
MIN. COVER
2 INCHES UP TO 6 INCHES
4 FEET
GREATER THAN 6 INCHES UP TO 14 INCHES
10 FEET
GREATER THAN 14 INCHES UP TO 24 INCHES
15 FEET
GREATER THAN 24 INCHES UP TO 48 INCHES
i 25 FEET
EXISTING
GRADE
C
3' (TYPE
�
TIE-IN LOCATION (TYP.)
TEMP TAPPED MJ CAP
(TYP. ALL ENDS) SEE
"PE/MJ TRANSITION"
DETAIL
d
O O O
PRE -ASSEMBLY A HDPE PIPE
B HDPE/MJ TRANSITION FITTING
C HDPE FUSED JOINT
C D) SPLIT MJ GLAND
E MJ RUBBER GASKET
G) MJ TAPPED INSERT
ASSEMBLED
1 PE/MJ TRANSITION ASSEMBLY
zz
O
R
O'
Q)
Revisions
ADDENDUM No. 1
8/19/2016
ADDENDUM Na. 2
NEGOTIATED CHANGES
10/2412017
ADDENDUM No, 3
NEGOTIATED MATERIAL.
CHANGES
12/11/2017
/) -)'-L'17
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 22 OF 35

O SURFACE
� gap
#I I{= *017 OC
a-
'LAN
3•CLR N®17 OC
TYP
r-0•' 1z• s -a'
NOTE: PROVIDE AT LEAST 7-0" FROST COVER FROM FINISHED
GRADE TO BOTTOM OF FOOTING.
5 RETAINING WALL DETAIL
7" 1'-5"
6" 1"
BITUMINOUS
SURFACING
j� 3' RADIUS
I T l i 3" RADUIS
o 1 .
e A
CONC. CURB & GUTTER
CRUSHEDSTONE
BASE COURSE
CURB AND GUTTER DETAIL
2" MESH FABRIC CROSS BRACING 3 STRANDS, 4
(TYPICAL) AT ENDS AND CHAIN LINK FABRIC POINT BARB
CORNERS, 3/8"D (TYPICAL) WIRE BARBED
DOUBLE SWING MIN. (TYP.) 1 5/8"- TOP RAIL (TYPICAL) SUPPORTINGARMSGATE (TYPICAL) �
4"- GATE
POST (TY!
PSI
(TYP-)
12'
,I `-ITYP: . -�
I�•I 2"- LINE
U . I POST (TYP.) I. U •I
10'-0"
& CHAIN LINK FENCE WITH DOUBLE SWING GATE DETAIL
za
O
ip
).7 GAGE 1J'.I I..I,,, a
)TTOM
NSION
RE
RE
4"- CORNER
10'-0" POST (TYP.)
NOTE 2
Fes— 51-011 .I R° 4►-
6,-4„ II
SHOP DRILL 5/8 DIA. HOLE 8 PLACES
ON A 54" DIA. BC STRADDLE FIELD
DRILL CONCRETE PAD FOR 1/2-13NC
STAINLESS STEEL ANCHOR BOLTS
6" TYPICAL ABOVE
GROUND LEVEL
- FIBERGLASS REINFORCED PLASTIC
METERING MANHOLE
NOTE 1
CONCRETE PAD
(BY CONTRACTOR) -----------
(#4 REBAR ® 6"
CENTERS EACH WAY)-_�
1 I n
T-0" -f
NOTES: (PALMER-BOWLUS)
1. FRP PIPE STUBS WITH FLEXIBLE WATER -TIGHT NEOPRENE CONNECTING BOOTS SHALL BE PROVIDED BY MANUFACTURER. NEOPRENE
BOOT IS ATTACHED WITH STAINLESS STEEL CLAMPING BANDS FOR INSTALLATION.
2. FIBERGLASS GRATING OR COVER ON FLUME TO BE PROVIDED BY MANUFACTUER.
3. FRP LADDER SHALL BE PROVIDED ON MANHOLES OVER 4 FT. DEEP.
FIBERGLASS METERING MANHOLE
29
L[1B1 �4R wi �E u1® R71
SEE DETAIL 2 THIS SHEET
ao aw NfAwlpO
12•
1/2" CHAMFER (TYP)
Ap4Alm V W � ®N
aRAQ R>A Mlq ItRI
VL DRAWINGS
T
44RML mac Muc a ra rs
TYPs-
EE PLAN
E
AAIaNp IIRIr p
—mm
�A�SEL.ECEn
■a\olu�
jwmiK�'1Oia
FOR
-
p4�17OCOSTS
OF EW
N4®17' OC BARS
a
HORZ IF
4
7CLR
T
DRAINAGE FILL WRAPPED
Rasp1�aq A ! AIO r R V 10 1r _ RM YAY a o44Y1
/�4 vAm wale 1 s 71H) --� >e r o,a LNm1 4xla
"�.�.I
SMOOTH -RUBBED
IN FILTER FABRIC LAPPED
12. (SEE SPEC) WITH
FM
1'-0' IIrTPVC WEEPS
STANDARD DETAIL
�� •
0 F-VOC PLACE
SCALE: NONE
1/4• MESH SCREEN ON
1-23-83
DRAWN BY: HAM
b BACK SIDE OF WEEPS
�
2-02-01
CHECKED BY: DCC,FAP
■m ow
m
r COMPACTED
TYPE 1 FILL
O SURFACE
� gap
#I I{= *017 OC
a-
'LAN
3•CLR N®17 OC
TYP
r-0•' 1z• s -a'
NOTE: PROVIDE AT LEAST 7-0" FROST COVER FROM FINISHED
GRADE TO BOTTOM OF FOOTING.
5 RETAINING WALL DETAIL
7" 1'-5"
6" 1"
BITUMINOUS
SURFACING
j� 3' RADIUS
I T l i 3" RADUIS
o 1 .
e A
CONC. CURB & GUTTER
CRUSHEDSTONE
BASE COURSE
CURB AND GUTTER DETAIL
2" MESH FABRIC CROSS BRACING 3 STRANDS, 4
(TYPICAL) AT ENDS AND CHAIN LINK FABRIC POINT BARB
CORNERS, 3/8"D (TYPICAL) WIRE BARBED
DOUBLE SWING MIN. (TYP.) 1 5/8"- TOP RAIL (TYPICAL) SUPPORTINGARMSGATE (TYPICAL) �
4"- GATE
POST (TY!
PSI
(TYP-)
12'
,I `-ITYP: . -�
I�•I 2"- LINE
U . I POST (TYP.) I. U •I
10'-0"
& CHAIN LINK FENCE WITH DOUBLE SWING GATE DETAIL
za
O
ip
).7 GAGE 1J'.I I..I,,, a
)TTOM
NSION
RE
RE
4"- CORNER
10'-0" POST (TYP.)
NOTE 2
Fes— 51-011 .I R° 4►-
6,-4„ II
SHOP DRILL 5/8 DIA. HOLE 8 PLACES
ON A 54" DIA. BC STRADDLE FIELD
DRILL CONCRETE PAD FOR 1/2-13NC
STAINLESS STEEL ANCHOR BOLTS
6" TYPICAL ABOVE
GROUND LEVEL
- FIBERGLASS REINFORCED PLASTIC
METERING MANHOLE
NOTE 1
CONCRETE PAD
(BY CONTRACTOR) -----------
(#4 REBAR ® 6"
CENTERS EACH WAY)-_�
1 I n
T-0" -f
NOTES: (PALMER-BOWLUS)
1. FRP PIPE STUBS WITH FLEXIBLE WATER -TIGHT NEOPRENE CONNECTING BOOTS SHALL BE PROVIDED BY MANUFACTURER. NEOPRENE
BOOT IS ATTACHED WITH STAINLESS STEEL CLAMPING BANDS FOR INSTALLATION.
2. FIBERGLASS GRATING OR COVER ON FLUME TO BE PROVIDED BY MANUFACTUER.
3. FRP LADDER SHALL BE PROVIDED ON MANHOLES OVER 4 FT. DEEP.
FIBERGLASS METERING MANHOLE
29
�1 BLOW OFF DETAIL
CITY OF GASTONIA FILE NO. 7113-913
I
Revisions
ADDENDUM No. 1
&19/2016
ADDENDUM No. 2
NEGOTIATEDCHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
ou"Syl C.A "?0 %
04; 04 Ess/otilf�'+�
'Zji42' •Y�s19 's
• �� i a
t
)rawn By: GAQ
:hecked By: MWB
'ity Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 23 OF 35
L[1B1 �4R wi �E u1® R71
ao aw NfAwlpO
M AAK IAL IMK W 4[
Ap4Alm V W � ®N
aRAQ R>A Mlq ItRI
o mn8.
44RML mac Muc a ra rs
1111141 QaMK A1N4\Yr)
AAIaNp IIRIr p
—mm
■a\olu�
jwmiK�'1Oia
F--
-
eeAss vs
Q;
4 7
a
4
R�4 YKK CYlOilr 4lOCNq-----
T
IlY1�1
Rasp1�aq A ! AIO r R V 10 1r _ RM YAY a o44Y1
/�4 vAm wale 1 s 71H) --� >e r o,a LNm1 4xla
"�.�.I
ID1062 1DO01M iui Ml"
TH
Q
REVISED
F.B. PG, DATE: 8-17-83
STANDARD DETAIL
12-6-84
SCALE: NONE
CITY ENGINEER
1-23-83
DRAWN BY: HAM
ayro,aA 8.c
2-02-01
CHECKED BY: DCC,FAP
■m ow
2-11-05
CITY ENGINEER: DEC,JPB
�1 BLOW OFF DETAIL
CITY OF GASTONIA FILE NO. 7113-913
I
Revisions
ADDENDUM No. 1
&19/2016
ADDENDUM No. 2
NEGOTIATEDCHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
ou"Syl C.A "?0 %
04; 04 Ess/otilf�'+�
'Zji42' •Y�s19 's
• �� i a
t
)rawn By: GAQ
:hecked By: MWB
'ity Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 23 OF 35

RETAINING WALL
I SEE DETAIL 5 ON SHEET 23
I I 1
BENCHMARK
I I I EMERGENCY SEE
R MANHOLE
FUTURE SUBDIVISION CONNECTION NORTH'NG = 554785.70
SEE DITAIL SHEET 21 EASTING = 1380980.19
I I RIM ELEV = 592.8 ' I
I I (ADJUO' RIM ELEV. TO
I I 8 -FOOT HIGH DECORATIVE MATCIIII ACCESS ROAD) ' I PROP
METAL SECURITY FENCE I I z m ACCESS R PUMP OD
VALVE VAULT y
SEE DETAILS SHEET 25 & 28 I I Q Ay//
WETWELL
'�•..:., = !�_. SEE DETAILS SHEET 25 & 28 0
""•� . -,- �_ _ V DIA. MAG METER
�•' MANHOLE
I ELECTRICAL BUILDINGI - _ I H 1 I y/
Noun
100 SEE DETAIL SHEET 27 1 dm I t
`I� `RFI OOp PLAIN' 1 1 • a •, °//r>! (/� Y
GRAVELAREA 1 1 o ' �' +i- 14'CHA!NK ` / / / / /�/:/• .1 I ; \A
DEEP MIN. (TYP.) - i'I 1 a ✓ . 1, •. .l ...� SWING ATE •a / // // / / / / % I \ `\
I EXIST. WWTP o "\
TOBE ABANDONED I /� ` — w'-'r'w. '"°--\ •o0i o • 4.' 5 ' % / %/,/ // / / / / .�/ �I I��
PER SPECIFICATIONS ` / ~ -- y — ° ' y r , —° > / / // /�/ / /// /.I"• `
` ENEfXTO ,4 \ "t • •ter~.—^�;, • 4 —• �/ / �� .59�_ —� �� //�/////�//�n}/ �`/,'! ,i..t II e
FUTURE SUBDIVISION
ANA
0.
I jC _ .&•FOOT HIGH CkiAIN — — — — — — "*� �. — — —
TOWN OF MCA.DENVILLE // " LINK FENCE — — \ 585 —
PIN m3555-14-0559 II{�� L/ }y W�— — — _ �( l•
DB 0764 PG 0558 ' moi. '_ -` \ 1 ( ^ sn \ ."/ ' —` .pp .._. — / --%
roe \ / m - _ .MI6 G
SHEET —580— --u-
SEE
1 \
\
EXIST. GRAVEL DRIVE \ \(l
6L f
1\ --- y�----- \-- —`B2�
PUTUK CHI
JBCHST.CUL-DE-SACGRAyITY SEWER_
EXIST. 1S PERMANEACCESS EASRT GEN DRAINAGE,
EMEKff-VAR+ES__ _ _ \ \ \ / /
METERING MANHOLE
(SIZE PER SELECTED FLUME)
' % ` �,,,�,.�'•_nl,. \ ` I PROP
' p ��s'•sn PUMP STATION PARCEL
10 0 20
HORIZONTAL
SCALE IN FEET
Revisions:
ADDENDUM Na. 1
8/19/2016
ADDENDUMNo. 2
NEGOTIATED CHANGES
10242017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
w ppmuugyw
�L 5
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 24 OF 35

NOTES:
1. ALL INTERNAL WETWELL PIPING AND VALVE VAULT PIPING SHALL BE INTERNALLY COATED CLASS 250 DIP. ALL
PUMP GUIDE RAILS, GUIDE RAILS (MID-SECTION) AND TOP RAIL GUIDES ARE TO BE STAINLESS STEEL. ALL NUTS,
BOLTS AND WASHERS TO BE 316 STAINLESS STEEL.
2. CONTRACTOR SHALL INSTALL PUMP DISCHARGE PIPING PUMP GUIDE RAILS PLUMB AND LEVEL FOR EASE OF PUMP
REMOVAL. EACH PUMP SHALL BE REMOVED AND REINSTALLED IN THE PRESENCE OF THE ENGINEER, OWNER AND
INSPECTOR TO DEMONSTRATE PERFORMANCE.
3. WETWELL TO BE SEALED AT ALL JOINTS INSIDE AND OUTSIDE. WETWELL SHALL BE TESTED FOR LEAKAGE AND
SHALL NOT EXCEED 1" OF WETWELL DEPTH IN 24 HOURS.
4. AT CONTRACTOR'S EXPENSE, PUMP DRAWDOWN TEST SHALL BE CONDUCTED FOR EACH PUMP IN THE PRESENCE
OF THE ENGINEER, OWNER AND THE INSPECTOR. AT CONTRACTOR'S EXPENSE, OPERATION OF ALL ELECTRICAL
CONTROLS, INCLUDING STAND-BY GENERATOR, SHALL BE DEMONSTRATED IN THE PRESENCE OF THE ENGINEER,
OWNER AND THE INSPECTOR.
5. INSTALL AN 18" SQUARE METAL SOLE PLATE FLAT TO THE FLOOR OF THE WETWELL UNDER THE BASE ELBOW TO
DISTRIBUTE THE LOADS AND MOMENT ARM FROM THE FOUR (4) ANCHOR BOLTS. ANCHOR BOLTS SHALL BE
EPDXY ANCHORED OR INTO THE WETWELL FLOOR.
6. GUIDE RAILS AND DISCHARGE PIPING SHALL BE ANCHORED WITH BRACING AS SPECIFIED BY THE MANUFACTURER,
BUT NOT LESS THAN EVERY 10 FT. MINIMUM SPACING. GUIDE RAIL JOINTS SHALL BE WELDED TO PROVIDE A
SMOOTH TRANSITION BETWEEN JOINTS.
7. WETWELL PIPING SHALL BE FLG. BY FLG. (NO UNIFLANGE OR MEGAFLANGE JOINTS DUE TO CORROSION POTENTIAL
OF GASKETS, ETC.) FLANGES SHALL BE ANCHORED WITH STAINLESS BOLTS.
8. PUMPS SHALL HAVE A SS WIRE ROPE CHAIN AND SHACKLE (RATED FOR PUMP WEIGHT) TO FACILITATE REMOVAL
OF PUMPS. PUMP MANUFACTURER TO ENSURE THE REMOVAL BRACKET ON THE PUMP IS PROPERLY REINFORCED.
9. LOW LEVEL AND HIGH LEVEL BACK-UP FLOATS SHALL BE SUPPORTED BY 1/4" SS WIRE ROPE WITH AN ANCHOR
WEIGHT (10 LBS RECOMMENDED). THIS WILL PREVENT FLOATS FROM BEING TANGLED AND FACILITATE
MAINTENANCE AND REMOVAL.
10. ALL BENDS SHALL BE MECHANICALLY RESTRAINED AND RODDED WITH GRIP RINGS OR FROM FLANGE TO FLANGE.
BENDS BELOW GRADE SHALL BE MECHANICAL JOINTS AND SHALL HAVE CONCRETE THRUST BLOCKING.
11. ISOLATION VALVE SHALL BE PROVIDED BETWEEN THE COLLECTION MANHOLE AND THE WETWELL. PROVIDE MINIMUM
OF 8" PVC ACCESS TUBE FROM VALVE OPERATOR TO GRADES WITH A PERMANENT STAINLESS STEEL VALVE
WRENCH PROVIDED TO GRADE.
12. WETWELL SHALL BE COATED FOR PROTECTION FROM HYDROGEN SULFIDE CORROSION.
PUMP STATION DESIGN CRITERIA (TRIPLEX)
FLOWS ELEVATIONS
PEAK FLOW (ULTIMATE DESIGN CONDITION) 1,500 GPM
PUMP STATION DESIGN FLOW (INITIAL
CONDITION) (ONE PUMP ON) 924 GPM
PI IKAP TYPE
PUMP CAPACITY
TOTAL DYNAMIC HEAD
FORCE MAIN DIAMETER
FORCE MAIN LENGTH
VELOCITY AT PUMP RATE
FORCE MAIN HIGH POINT
FORCE MAIN LOW POINT
NON -CLOG SUBMERSIBLE
924 GPM
187 FEET
16 INCH
10,390 FEET
2.54 F/S
736'
559.25'
I SUBMERSIBLE PUMP STATION (ILLUSTRTRATIVE VIEW)
25
N.T.&
Revisions
TOP OF SLAB
586.50'
x
ADDENDUM No 1
PRECAST REINFORCED
586.00'
a
ACCESS HATCH CONCRETE SLAB PER
6" PVC SCREENED
Q un
00
(TYP. OF 4) MANUFACTURER
VENT PIPE
F -i
o
HIGH WATER ALARM
GRAVEL REQUIRED AROUND WET
WELL VALVE VAULT AND BUILDING.
W
z o
LAG PUMP ON
TOP OF WETWELL TO BE 6" ABOVE
FINISHED GRADE.
z
w N
W 000
Z N
8"
558.90'
>
PUMP OFF
12' DIA (ID) PRECAST CONCRETE
r0
O
W z
8" RESTRAINED SOLID =
PRECAST 8'x8' (ID) CONCRETE
STAINLES STEEL WETWELL (TYP. OF 2)
REMOVAL RAILS
H
SLEEVE (MJ)
VALVE VAULT BOX 3' MIN.
12"
H
U O
(TYP. OF 2) +. 8" CHECK
VALVE (TYP. 4)
8" GATE VALVE (TYP. 4)
INLET HUB (SEAL W/ NON- SHRINK
U
8"x12" D.I. 90' BEND
8" D.I. 90' BEND GROUT OR LINK SEAL) (TYP. 2)
CLASS 250
P4
w
U
CLASS 250 COATED
_ COATED
O �j
O
_8" D.I. DISCH RGE 18" INLET PIPE (TYP. 2)
o
PIPE
�I
•
INTERMEDI TE G
H
x
`•, . RAIL SUP ORT TEAR DROP SHAPED
CONCRETE BLOCK GROUT 3" DRAIN LINE AND PVC
MERCURY FLOAT
O
-
FILLED PIPE SUPPORT BALL CHECK VALVE
�• SWITCHES
V1
UNDER BENDS AND TEES INSTALLED AT DIRECTION OF
I "' HIGH WATER ALARM
ENG. (NON -GLUED)
LAG PUMP
PIPE SUPPORTS
I LEAD PUMP ON
AS REQUIRED
"
STAINLESS STEEL
PUMP OFF
LIFTING CHAIN
�: i LOW WATER ALARM
•
_
GROUT FILLET
F -
CLEARANCE BETWEEN BOTTOM OF
BOTTOM OF WETWELL
PUMP AND WETWELL SHALL BE
AS REQUIRED BY PUMP
— O
MANUFACTURER.
H h
12" ..
..
U
�(I
0
12�
SUBMERSIBLE
14'x24'X 12" DEEP
O
SOLIDS PUMP
(TYP. OF 4) #57 STONE BEDDING
oft
4"x8" D.I. ECCENTRIC
t"
INCREASER
O
CLASS 250 COATED
NOTES:
1. ALL INTERNAL WETWELL PIPING AND VALVE VAULT PIPING SHALL BE INTERNALLY COATED CLASS 250 DIP. ALL
PUMP GUIDE RAILS, GUIDE RAILS (MID-SECTION) AND TOP RAIL GUIDES ARE TO BE STAINLESS STEEL. ALL NUTS,
BOLTS AND WASHERS TO BE 316 STAINLESS STEEL.
2. CONTRACTOR SHALL INSTALL PUMP DISCHARGE PIPING PUMP GUIDE RAILS PLUMB AND LEVEL FOR EASE OF PUMP
REMOVAL. EACH PUMP SHALL BE REMOVED AND REINSTALLED IN THE PRESENCE OF THE ENGINEER, OWNER AND
INSPECTOR TO DEMONSTRATE PERFORMANCE.
3. WETWELL TO BE SEALED AT ALL JOINTS INSIDE AND OUTSIDE. WETWELL SHALL BE TESTED FOR LEAKAGE AND
SHALL NOT EXCEED 1" OF WETWELL DEPTH IN 24 HOURS.
4. AT CONTRACTOR'S EXPENSE, PUMP DRAWDOWN TEST SHALL BE CONDUCTED FOR EACH PUMP IN THE PRESENCE
OF THE ENGINEER, OWNER AND THE INSPECTOR. AT CONTRACTOR'S EXPENSE, OPERATION OF ALL ELECTRICAL
CONTROLS, INCLUDING STAND-BY GENERATOR, SHALL BE DEMONSTRATED IN THE PRESENCE OF THE ENGINEER,
OWNER AND THE INSPECTOR.
5. INSTALL AN 18" SQUARE METAL SOLE PLATE FLAT TO THE FLOOR OF THE WETWELL UNDER THE BASE ELBOW TO
DISTRIBUTE THE LOADS AND MOMENT ARM FROM THE FOUR (4) ANCHOR BOLTS. ANCHOR BOLTS SHALL BE
EPDXY ANCHORED OR INTO THE WETWELL FLOOR.
6. GUIDE RAILS AND DISCHARGE PIPING SHALL BE ANCHORED WITH BRACING AS SPECIFIED BY THE MANUFACTURER,
BUT NOT LESS THAN EVERY 10 FT. MINIMUM SPACING. GUIDE RAIL JOINTS SHALL BE WELDED TO PROVIDE A
SMOOTH TRANSITION BETWEEN JOINTS.
7. WETWELL PIPING SHALL BE FLG. BY FLG. (NO UNIFLANGE OR MEGAFLANGE JOINTS DUE TO CORROSION POTENTIAL
OF GASKETS, ETC.) FLANGES SHALL BE ANCHORED WITH STAINLESS BOLTS.
8. PUMPS SHALL HAVE A SS WIRE ROPE CHAIN AND SHACKLE (RATED FOR PUMP WEIGHT) TO FACILITATE REMOVAL
OF PUMPS. PUMP MANUFACTURER TO ENSURE THE REMOVAL BRACKET ON THE PUMP IS PROPERLY REINFORCED.
9. LOW LEVEL AND HIGH LEVEL BACK-UP FLOATS SHALL BE SUPPORTED BY 1/4" SS WIRE ROPE WITH AN ANCHOR
WEIGHT (10 LBS RECOMMENDED). THIS WILL PREVENT FLOATS FROM BEING TANGLED AND FACILITATE
MAINTENANCE AND REMOVAL.
10. ALL BENDS SHALL BE MECHANICALLY RESTRAINED AND RODDED WITH GRIP RINGS OR FROM FLANGE TO FLANGE.
BENDS BELOW GRADE SHALL BE MECHANICAL JOINTS AND SHALL HAVE CONCRETE THRUST BLOCKING.
11. ISOLATION VALVE SHALL BE PROVIDED BETWEEN THE COLLECTION MANHOLE AND THE WETWELL. PROVIDE MINIMUM
OF 8" PVC ACCESS TUBE FROM VALVE OPERATOR TO GRADES WITH A PERMANENT STAINLESS STEEL VALVE
WRENCH PROVIDED TO GRADE.
12. WETWELL SHALL BE COATED FOR PROTECTION FROM HYDROGEN SULFIDE CORROSION.
PUMP STATION DESIGN CRITERIA (TRIPLEX)
FLOWS ELEVATIONS
PEAK FLOW (ULTIMATE DESIGN CONDITION) 1,500 GPM
PUMP STATION DESIGN FLOW (INITIAL
CONDITION) (ONE PUMP ON) 924 GPM
PI IKAP TYPE
PUMP CAPACITY
TOTAL DYNAMIC HEAD
FORCE MAIN DIAMETER
FORCE MAIN LENGTH
VELOCITY AT PUMP RATE
FORCE MAIN HIGH POINT
FORCE MAIN LOW POINT
NON -CLOG SUBMERSIBLE
924 GPM
187 FEET
16 INCH
10,390 FEET
2.54 F/S
736'
559.25'
I SUBMERSIBLE PUMP STATION (ILLUSTRTRATIVE VIEW)
25
N.T.&
Revisions
TOP OF SLAB
586.50'
ADDENDUM No 1
GROUND ELEV.
586.00'
INVERT IN 1
565.05'
ADDENe
DDENDUM No. 2
NEGOTIATED CHANCES
INVERT IN 2
564.90'
10124/2017
HIGH WATER ALARM
560.90'
ADDENDUM No. 3
NEGOTIATED MATERIAL
LAG PUMP ON
559.90'
CHANGES
12/11/2017
LEAD PUMP ON
558.90'
PUMP OFF
556.90'
LOW LEVEL ALARM
554.90'
BOTTOM OF WETWELL
552.90'
,�y,CARo
04: •F ssio ,
treooYa
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 25 OF 35

CONCRETE BOX W/LID
S 12" PLUG — ASA 8 BOLT PATTERN
O (FLANGE, BOLTS, NUTS AND WASHERS
TO BE STAINLESS STEEL)
i 4
SLIP TYPE 12' D.I. PIPE
TO FORCE MAIN 14" D.I. PIPE 14" D.I. PIPE 14' D.1. PIPE
FROM VALVE VAULT
14' M.J. GATE VALVE 14'x12" TEE (FLG.)
W/ CAST IRON
VALVE BOX
s EMERGENCY CONNECTION DETAIL
16" DI. PIPE
14"x16" REDUCER
14" DI. PIPE
14" GATE VALVE (MJ)
W/ VALVE BOX
W/ CONCRETE COLLAR
14" TEE (FLG.) FOR
EMERGENCY CONNECTION II �'•"�
CONCRETE METER BOX
14"x8" TEE
CLASS 250 COATED
PRECAST 8'x8' (ID) CONCRETE
VALVE
VAULT BOX
14"x8" TEE
CLASS 250 COATED
14" GATE
VALVE
PRECAST 8'xB' (ID) CONCRETE I
VALVE
VAULT BOX
14"xB" TEE
CLASS 250 COATED
14"x8" TEE
CLASS 250 COATED
WITH BLIND FLANGE
8" GATE VALVE (TYP.
FUTURE LINE TO EAGLE ROAD
(REPLACE 14"x8" 90' WITH 14"x8" TEE, ADD
14" EMERGENCY CONNECTION AND 14'
ISOLATE VALVE OUTSIDE VALVE BOX)
HALLIDAY W1R OR OWNER
APPROVED EQUIVALENT
ACCESS DOOR (TYP. OF 4)
12' DIA (ID) PRECAST
CONCRETE WETWELL
18" PLUG VALVE (MJ)
W/ VALVE BOX W/
CONCRETE COLLAR
r 18" INLET PIPE
12' DIA (ID) PRECAST
CONCRETE WETWELL
18" PLUG VALVE (MJ)
W/ VALVE BOX W/
CONCRETE COLLAR
— 18" INLET PIPE
ICHOR TO PARTITION WALL
PARTITION WALL
18" SLUICE GATE
18" CAST IRON
WALL THIMBLE
,INV. 558.5')
552.5'
SLUICE GATE
PRECAST 8'x8' (ID) •�
CONCRETE VALVE a e. •''' '~,; ;. i..
VAULT BOX
r777 77
�. ACCESS HATCH
(TYP. OF 2)
PRECAST 8'x8' (ID)
CONCRETE VALVE
VAULT BOX
ACCESSHATCH
(TYP. OF 2)
HASP FOR PA
1 SUBMERSIBLE PUMP STATION (UPPER PLAN MEW)
x
ALUUM HATCH NTH
-
HOLD -OPEN DEVICE AST
.• •' IN WETWELL TOP SECTION
•'f'
CENTERED OVER PUMPS
FOR SLIDE RAIL OPERATION
` (TYP. OF 2)
12' DIA (ID) PRECAST
CONCRETE WETWELL
L J
• •
:t:
HASP FOR PADLOCK
12' DIA (ID) PRECAST
CONCRETE WETWELL
C_•
Revisions:
ADDENDUM No. 1
8/19/2016
ADDENDUM No. 2
NEGOTIATED CHANGES
10/24/2017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
sm
01mm
/a-/1-1�-IT
Drawn By: GAQ
Checked By: MWB
City Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 26 OF 35

�a
3.713 0
I
N
3" SMOOTH
VINYL EACH o
SIDE OF
BACK
Lu
FIBER J
CEMENT0 �` J
SIDING 3
3" SMOC
6'-0"x 6'-8" STD.
M
COMMERCIAL METAL
DBL DOOR 12'—O -Y4"
FRONT ELEVATION
LEFT SIDE ELEVATION
NOTES:
CONTRACTOR SHALL SUBMIT SAMPLES
FOR SHINGLES, VINYL, FIBER CEMENT
SIDING WITH ELECTRICAL BUILDING
SUBMITTALS.
O
I
O
I
t Z
I
n
i�
8" 10'-0" 8"
WALL LENGTH
10'-0"
OVERALL LENGTH
FLOOR PLAN
12'-0" W. X 10'-0" L. X T-6" H.
GABLED ROOF BUILDING
18,_3„
PERIMETER FORM
GRADE—
77T
STONE —�
BACK ELEVATION
L+2' Dt w+2'
iw
3"
ROOF PLAN
LEVEL
C= SCREED
• G- 4 Q
COMPACTED SUBGRADE
SITE PREPARATION
RIGHT SIDE ELEVATION
u M
a
O v�
z
C7) N
N
O Qwz
d U
U 0
PTO o
x
Con O
Od o
Revisions
ADDENDUM No. 1
6/19/2016
ADDENDUM No. 2
NEGOTIATEDCHANGES
10/242017
ADDENDUM No. 3
NEGOTIATED MATERIAL
CHANGES
12/11/2017
/ -1,-),u7
'awn By: GAQ
lecked By: MWB
ty Engineer: GBS
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 27 OF 35

GROUNDCOVER SCHEDULE
�'••..-,��L
-' �
CO.R.-SPED.-
FABRG
T HOBBSTEEM1R LKS MO ONFNSAN63roNN IN MF RAN ONA RTENi
roupAmx.
2. ASEPMECE.FASTONF SECTIONATLEASTEIN:HFSBELOWMMNLGRWMN
IEVFL MMERE THE SAM ABUTS TM CHARNEL EM -C
3 EKTNp EIDE AT LFMT I SFT BEwNA THE MR SAIN. M RFP GFRROM
WAFER-ONDERCUFONG THE DAM AS IT RE-ENTERS ME CMNML
1, 59 SPRING BETWEEN OAS6 TO AB6NIE THAT ME ELEVATOR AT ME TOP OF ME
COWER DAM B THE SAME AS THE ME ELEVATION OF ME UPPER DM.
5. RETELL ME CWYNNEL GOWISMEAM PCOM iR LONFSTCRCKDAM,
CONSIDERING IRWi WATER WOR -ROW OVER Aro AS.. THE CAN,
7. ENEDRF THAT CHANNEL APPURTENANCES. BLCH AS CULVERT ENTRANCES SLOW
CRECNDAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM OBRACED
2TOBS.
�RIACEE
. INSPECTCHECKOANS AND CHANNELS FOR DAMAGE AFTER EACH PUNJR
NSALLA PROTECTM RIPMP LINER IN TMi PORTON O ME CANNEL.
3 RMONE RDIVI NT ACCUIUUTEO BERING THE UNE AS MEDEO TO PPMNT
DAMAGE TO CHANNEL VEGETATIONALLOW TR CHANNEL N DRAT MROUGH
THE SMMECHEER DEMAND PREVENTUIEEFROMCARRSEDIMENT
OVERR SAMD S
T. IOi0R0 t0MS DAAS NEEDEDDED CARRYING
M NMINTAw DESIGN WEIGHT
ANO CRWGSECMN.
TEMPORARY GRAVEL CHECK DAM
NW 5 ROM SMR
%AXYEYI
fl..
Law -
SECTION AA
NOTES
1. SEGMENT BMLL BE REMOVED AND TMP REBTORO A ITS ORKiNLL OMEMIOR
WHEN THE SEDIMENT HAS ACCUMULATED TO la ME DESIGN DERM O THE TMP.
REMOVED SEDIMENTSRNLLBEDEPoS DNABWAMEARUAx tNSMHA
MANNER THAT IT WYL NOTERW E.
THFIR SHILL BE wSPECIEDARER FACTO RAw AR RRAIE MODEM
NRDM
RESMLSTANCPERATDxS SMELLBE CARRIED our Iry SI.CN A MANNER TMT
SIGN AND WATER POLLUTION SHALL BE MNIMZED.
I. ME BEOMENT TAP ERALLSE RRAONED MD MEA STABMBIS WHEN MF RENMNNG
CNWNME ARA HAS BEEN PROPERY BTAMLIEEO.
STONE INLET SEDIMENT TRAP
LcoMPAc1Fn Ru
WTPEMESN
SUPPoRi FENCE
RLTEPFABRE STEELPOSitYA.
6a 1
MATERAL SPECIFICATIONS.
1. IEEA SYNTHETICRLTEP EMMNL OFAL LEAST EBA BVWEGXTOf NLMLETPS OR POLYESTER
S CEAFIHEDBYTHEBMNUFM RORSUPPISERMCAM NM MEREWIHEMEN II
2SYNTHRE RLTER FAMUC SroLAMY
D CONTAIN UL-RAMEF FINN ETTORG AND STABILI EES.
3. ENSUREMATFUSTSM SEDMEMFENCESAIE1.33LWUNU RETSHELW AMWIMUMLCMTM
OF iFFET. MA SaETr SRELPOSISHAVEPRWECTONSIDFACILRATEFASTEWNGMEFABRC.
1. WRRINWREMENTOFSTANDAAOSMENGMHLMRFABRIC, LGEWpEFENCEWNHAMININOMIC
GSAGEAND A MMMON MESH SPACING OB-ABSI ES.
CQ`STLETION SPECINCATCNs'.
[LM TME$MMEM&RIERDFSTANOMDSMENGMOREXFMSMENGMSMMEnCRLTEA
R EISLRETWTMEHEIGHTDFME5FDNNEMFENCEOOESNOTIXCEEDI3-INCHEGE-TIEGAGI
DONFICE INGNEPFENCES NAT IMPoUND`ALOAES OF TAMP SIFRCENT M SAISEfMIUIiEa THI
ITHER E).
3. COMMLCTTHFFILTERFABRG ROMACONTWLALBNOLLUTONTEaE OHNEMARINEM
AVODJO , WHEN JOINTS ARE NECESSARY, SECURELY FASTEN ME RTEN GLOM ONLY ATA
SIBRORT POST WITH OVERUP TO ME NIXF POST.
1. SUPPORT STANDARD SMENSLH FI MA FABNG BY WIRE MESH FASTENED SECLRLY TO THE UPSLOPE
OF THE POSTS ISMO HEAVY WRY TESIRES. ESREICTHE WANE MEBHMARNST TO THE SDITOM OF
5. WHENAMREMESHSWKRTHf EISLSEO.SPMER MAMAp OFBRRAPAR. STEEL
MOPRORT PDETS Sro= BE OPMN S ECURELY WM THE GNW NDMAMINILMO-INCHIES.
WORMESHSOPPOETFETAEMATERKSWLLBEAGRCULMRALONLITYlA GEANAEALFD
STEEL LMR MMA 1'x 5A MIX SPACING PATTERN.
0. EARA PENGFf1 ALTERRBRCMTN6RPoTSPMINGWBNATREWIREWTRMESHSU RT
RACE TIF WIRE TE IBERFABPA O-TC,"ET:.
7. EMOAVATE A 11ENCMAPPRONMATELY 41NCHE0 WIpEAN) BYNCPES ORPAIDAG ilE PROPCbED
S. BACKRLL TNF TRENCH WITH COAPACIEOSCILPUGEO WEA THE FLT
LTSEOIMENTPEAG ATLUSTONLEAWFEKANDAFTEAFACHM.
RFALL MAKEARUNW
EO
AfPMPOIMAEOMTRY,SNDU➢TEFABRICDG ASEDIMENTFEFSECOURSE,TEM,DECU SEp
BECOME NNEFFLTNE•RERMERPROMPTLY. REPUCEBURLAPEYEAVBGSAYS.
2 RMWE SSTIME.OEWSITE M NECESSARY TO PRUWREAOEOWTE STGRAGEVOLLME FOR THE
REST RUN"
i0 ROUCE PRESSUPE GN THE FENCE. TANECAR TOAYDID NODEARRINE THE
FENCEGURACCLUNOUF. RMOYEALL FENCING MATERIALS AND UNSTABILI4D SEDMENT DEPOSIES.
BRING THE APER TO GRADE AND STMLGE IT AFTER THE CONTRBUIING DMIN4GE MEA HAS BEEN
PROPERLY STABILILD.
TEMPORARY SEDIMENT FENCE
OMM
Mti.1
MY:M'
APRON LENGM-N,C)1E1 EXTRA
STRENGTH FER US
E-1. OR APPROVED
-N-W (U3 2D5 NAT
APRON
11XCKM05
BELTMLM AA
.NGTRLCTCN SPECIFICATIONS:
1. ENBLRE MAT ME 615GPADE TOR THE FILMRAND RPW FOLOW6 ME TOURED LANES AIAGRADES
BWRDUNONGUNDSNHDED MATEML LUWARMINi ESLBGRAD UMISn MOSDLW
ALSO BE HLLED BY INCREASING THE R04AP THICKNESS.
2, ME MRNP AHO GRAVEL FILTER MIST CONFORM M ME SPECIRED GRADINS OMITS SHOWN ON ME
PLAINS
3. FS RCLOMWHENISED,M TMFETOSIGNREOMREMENBMDKMOPEIRTPROTECTEDMM
WTEAPoNG WPoNG NSTMUT'DN. REPAID MYDAMAGE BY REMOWNG THE RIPMP
AN PLMNG ARDMER RFCE a RLMRCLOM OVER ME DAMAGED ARRA. ALL CONNECTING
JOINTS SHOULD OVERLAP A NI -OF 1 R. IF ME GAMADE 5 EXTENSOR REPLACE THE ENTIRE
CLOTHRLTER
a. FEMPMAY BE PLACED BY EQUINAGNT, WF FARE CARE M AVOIC DAMAGING ME RLTER
5. ME MNIMUM THCKIYESS O ME RPGW SHOULD BE I S TIMES THE MAYIMOM STONE DMMETER.
6 NPRAP MAYBE HELD STONE OR ROUGH OWRPY STONE. RSIEOC BE HAgO, ANGULAR, HIGHLY
WEATHER.R05TANT AND WELL GOADED.
7. CONSMOR THEAREA R ZERO GRADE WITHIA OVERFALL AIME END. MME RE MPOFME
IIICAP ME DOWNSTPUM END LEVELwIM FHFRECEMHG APEAOg6WHTVBEtOWR
B ENSUREMATMEAPPONSPRCPEAV AWNEDWMTHFHECEMWGSn MAAOPPEFRMRE
8RIDS HTMA000HOUTRSLEMGM IFACURVEMNEEDEDMFER CONdiCNG,PULERMTHE
OPPE SECTIONOFTHEMRON
9.IMKMRLYAFFERC MUG110N.STAOLI&ALLD6Ti.RBEDARE W7HYEGETA ,
INSPECT MR RAP OUILRBTWCTFES AFTER HEAVY HANS TO SEE N AMY GIEIBIOM ARWM CA BELOW
TIRE RIPMP WAS TAKEN PUCEN STONES NAVE BEEN DISLODGED. AAMRNALV MAR ALL NEEDED
TROMPS TO PRM. HIRMER SAFMCE.
RIP RAP OUTLET PROTECTION
1FM1. SFOIMENi
RACE EC GLOM
157 �;IMLG
COMTFOCTMON BPEC6MCATONb
2 PPOSIDE BFfESTDR DG AR AT LOW PD.BLT RO
IN RA
O1.
DIN TMHCENRROIH
- I M-. G, 1UCE
L RADE o- � 2vawMxfO n76TOEAONISB DPBIEp
SILT FENCE STONE OUTLET
ONSTHROTYINSPIfICATANS' LxrMlc BSTCK
I =NG
-1.5-1 OF ALL MESS, BRASH, ETIMWS ANA OTHER OBECTIOWSLE
2. RSUREZTTM1EMIMMUMCUMTRICOEDC%O SECT NMEETSMLDESIGNPWUIRMENTO.
3 END ONE TMT ME TOP a ME OR 6 NOT LOWER AT ANY PONT MAN THE DESIGN EIEVATRA
RLS iFE SPE GREG SETREMERT 22
1. PPOADE SO FICIE. ROOM AROUND DYEROON3 TO PERMIT MACHINE REGRAONG AMC
LEANOUT.
5. VSTRATE THERIDGE IMMEOAmrPF1ER CONSMUCIION LMES61iMLL AMAIN IX RACE ,
LESS MEN 3O WORKING DAYS.
MAINTENANCE. y�
ASPECT THE
FLOWAEAWEEKANDR ME MRVMwIDGE MMEDOTRY
AEMCNB MEDMRSRNPODGE.CECTERS
K OUTLETS AND MIKE REMOVE
NEEDED. VANNEL MOOD WN ME
•• o b "q
PFERNC Y6TAeltlhq RM)VF BUSBOE AND MECIMNNELMBLFNOWMME NANRAL 0
GPpIM'OLMLAMC APPgOPMmYsiMILQF D. � �e • ,• •o �lQs
W.
TEMPORARY DIVERSION DITCH R P
'uNPe aABN�2 ati+r%areMeS.var.2s�v'
f- 21GLOPE,
GRA ALTER
IEMPOSMY WASHED WORESCREEN
00 -EOCREEN
TMw.
/ TRAM iB'
6FOME.
0'MN DIP]P MIST
MM6RATE
T eFCTON
.I-.-
DUNESTONE) M
GONSTR16TwN SPECIFCALLOM:
1. CLFAA ME ENTRANCE AND EAT AREA OF ALL MEGFTATEN, P
MITER Al ANSPROPERLYDRADE IT.
2 PUDE ME GRAVEL TO THE SPECIFIC GRADE AND DMENSIGN
BMWM R.
qRESIDE DPANUGEM CMM WATER M M
ASEDIMENT TP
1. USENOMAVEXDFOTEM, FABRICSSECAISEMET 1.
SL&ECT M SEEPAGE SR HIGH WATER FARE,
CONEMLCTICNSNE. THBMAVREGURPEMOOOMPORESSING lMTH21NCH5TONE MTEAfACH
RAINFALL, INSPECT AW SMUCTUR USED M TMP SMIWNTAM CLEAN T WTAS NECESMW
IMM MMREMOVEALLMECTIOMBLEWUR&SPILLMWASNEDORTWKMONMPIMW
RG1GMAYS.
TEMPORARY CONSTRUCTION ENTRANCE
CONSMWTONSPFCIRDATOFS'.
i. -FRES' RONEACH SIDEa TE SMOGTMiEON ITB BARE IN THE MO- MAY M ALLOW POO.
GPANAGE. ME FOONSATON Sro=BEEKLAVATED ATLUST2IACRS BROW MECRSFOF TE
STORM OPAIN. PUCf MF BOTTOM PoOW OF BLaNs AMIMi ME EWEOi MESMRM DRAIN WR
MATERIAL sDR-T AND TO AME WASHOUTS WHEN OVERFLUV OCCURS. R NEEDED, GKUTERAL
SUPPORTT05UBSEOLYNTRDYSBYPUCINGTAI'VAOOSTWSMPoL H SLOCKOPPEERINGG
2. BLOCK LYNINGSTOAO IgLUGWTH1ORPUCEAFNBLEWIREM MITIH )EHmGm OPENING40VEA ALL
S LSE CLEAN GMVEL X. TO
MINOR IN CARRION, PLACE) 2 INCFES BELOW THE MP OF ME BLOCK
ON 2:1 SLOPE OR RATTER AND MINOR
R TO AN EMI GRADE GOT Y57 WASHED SIDR IS
RCOMNERDEO.
IAINSPECTMF SAANET AFTER FMH RVN ANG MAKE FEPARB M NEEGEO.
2. RMOVESEDME.ASNFCESSMY
M PgOWDFADEWATF 51'OMGEVWLw1F WPSLBSSTUF.
MISE.
3. WHEN TE CONMBURlA DMIMGE AREA WS BEEN ADEOUATLYSTABILIZED, REMOVE ALL
NRTFARS MDAN u%TABLES03MDEIMERSALVAGEORDISPoSEOF7PROPERLY. BANG
THE OSTNMD AREA TO PROPER GRACE, MEN SMOOTH AND COMPACT IT. APPROPRARLY
STABILRE ALL BARE AREAS AYL%C TIE IILR.
TEMPORARY BLOCK
AND GRAVEL DROP INLET PROTECTION
LEGEND
TEM. GRAVR GOA -GA-
OA -GA fMINTEMERIAI
I -gRAYEL ORION
GD
TEAPORMIN SEGMENT FENCE
-•-�-�-
TEWOWNY IIMFT PSSFERMOX
IEMFOMAY DROP - PROTECTION
N
TEMPORARY SILT RSFCE STONE OCT.
MMP00.41Y DNEPSKw DfTCX
M ��
PFAMAIEM OfVFRBpNOROI
TEIAPOWWROPEOWIS
��E+�-�10 �H.SaLA�-�
N•NF TSD y
eI �-
MARDRANNT SSTIMCT TRAP
fimma
ICES:
I. SMWNMLSIORESIMLLBE
CUSS B STONE.
2. SEDIMENT CONTROL SITE
SHALL BE N0.5OR NO. 57
STONE,
3, DI -ABBE ARE MINIMUM
ACCEPTABLE UNIEES STE ROBE
SPECIRECT BY THE ENGINEER.
CONSTRUCTION SEQUENCE
1OBTAIN AIL RWRED IO:STRUCMW GRADING PERMNS
iPRONOF FTABW7EC I H MUCTMON 1 -CES AS FEOOHED.
I
FROVIO AU EROSON CONTROL. -HER AS -OX MEAN SHINES. CC-ACTOH
SALE
BE PFRML-TTETG OPERAMNNMWOMCORRIDOR WT IMI N IMDM SURFACE
OISIURRAHCE ALONG PERHAANENT RIGHTS -DF -WAY NR EROSION CONTROL INSTILAnON
ANN MRCTLON E0IXPMENi AHD MATERIAL ACa65,
1. NO -1. GRALITY BECTCH RGGHBL OFFICE PFOB TO STMT OF CONSTRUCTION.
5, BEGIN CONSMUCTMON.
B. CLEAN EROSION CONTROL MEAgMES AS NET➢EG FDEIAMNR RAIBRML MMI HIEN HAV
EULL IDNE.GN -RES, EC.R.
S. SSTALL TEMPORARY DROP A- CORS INLET PROPIT11-Ab SOON AS NEW DROP
AM1➢N CUR INLETS ARE CONSTRUCTED.
T. SEED L NICE,I ONUUEDI OMSEED AREAS ON CONSIST ROLES ACCORDING TO THE
FOLLOWING, TABLE'.
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PER -1 mai SWMEE,-ES T SAYS ADE
MA ELDECS
RICH OULfIYWAICI
mm 7SAY8 NONE
Ma 6 ARE TO OR LESS ISLEM{M
RDFS SIESPER THAN GA ISAYS AND AR NOT STEM MM T1, 11
SAYS ARE ALOMEI.
SLOPES .1 OR MITER 11 SAYS T SAYS AOR ROPES ORfATERTWI
5, w -THE
ALL OILER AREAS WTM SLOPES 11 DAYS NONE FCG.fPT M, RPME18W Alp
FURTER TION A'1 ROM, LANES.
S. 1.UMAA1 BOIL EROSION CONTROL MFARRI UNR PERAMBR GRONNO CGVH15
ESTMAISHEO.
S. NOTIFY LAND GUALm SECTON REGIONAL GREE FOR INSPECTION ARO APPROVAL RICH
TO REMOVAL OF EROSION CONTROL MEASURES
1O. PEMEVF SDH EROSION CONTROL MEASURES AND STM I ALL REMAINING CNSMRBST MREAS.
NOON LAND oDUTY SECTION REGIONAL OFACE FOR FINAL INSRCTAN.
' If R I6 FOUND TNT MDITIOXPL MEA WILL BE REOURFD FOP STWKPILWG Of MPSCC
SOHTESC70R STAGING, TEMP SEAAYACCESS, HML ROADS, EROSION COMM MEASURES
OR OMER LANG OSipPBMAG ACIMIIBASSOMTEO WRNF16 PPOECI, A REMSFD EROSION
CDNTEL PLAN PERECTNG TIE ADOMIOMLIAFAMISI SE WMLRTSTM TELMD OIAUIY
-.ON REOONL GITCE.
E
MW SFn**��
6EIXME. ��MTIRMGRWN)39 PRE MM
STANDARD ROCK PIPE INLET PROTECTION
ANDP.BGM AS WGIC TEDE
AND
LENGTH As wacATED
DN DMvnNIS PROPoSFO BOR IT
SIffO M flEOURD
08 CAREEAK
R CR
■
IX EDC£ Of
AVEMExiOR IL
CREEK
PROP. MUIVOFSBEMBIYPE
M wDMA.1FD ON GMWINGS M
BE INSTALLED BY BORE AND LACK
I~�1
zx
a
O
GD
c� z
H
R-INPUCE.SC RO6CDMPLRfEMOALLKE NENT
RNP060HARGE YAESEEMPOONMMFAMCREMGRADIENfWMNAMZANY
ONOOL
f �✓OI S
N
IS
W
h+- U O
-C"', /I
Twa MMMM BLONDE AREA. EO S.F.
CS.-WMMGMC. ED c1,
B : GA
Drawny Q
W
p -I U W
u
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RNCWLTNLNKMM
AFTENC.RRAGNT NT AND
S
City Engineer: GBS
W x
mLCNNE�I �� � L O
O [[�TTT VVVV����^^IIIIN
dd
�PANiNIMM
C�
SEDIMENT LOG DETAIL
PROE MOAGE STi
9M1 BE ASMOKOUlEO LMH TEND.
14 /{• GE-CHECKDM ASPIEBR.
VELCHECN , IFE,
TYPICAL BORE AND JACK EROSION CONTROL MEASURES
-OF
PEEK MM
�1NM OX PIPELINE
SOMPAS TDO. A GUN
COMEMCCOGRAMEA
NEWREELS
NWGO.R..N
ARURAAXGUMR-
SOGRI NM CM,
10 LG.A5W
SEOME.MV�
7
111 IMRVHCODT
MR ER
SEGMENT TRAP
CREEK CROSSING DETAIL
-DE TEMOHMYEIG. SPWEN
PMEMA ANTS AS RDOS.
RNR CANMD11Y M BE MERLE. m
nIANDI ENMEREGING CREEK
ARWIAPRLNFCWSSwG PoNT
W
E
0
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0
0
Revisions
ADDENDUMNo. 1
8/192016
ADDENDUM No. 3
NEGOTIATEDCHANGES
10242017
ADDENDUM No, 3
NEGOTIATED MATERIAL
CHANGES
12/1/20/7
ECUAEMT
CONSTFTMroRARvANHGMMFM6.M5TOLLLTHERMHMBpUPRECAST
CONCRETEBMRNS fROSIOxneLE
NP OTHERxaxMATERIALLS
••E53j•,;�i
�' OF LA✓V';�
ONT NIMUM
OF OERACTASSM LM PATEEO6MUMBARMILMLM M.
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R-INPUCE.SC RO6CDMPLRfEMOALLKE NENT
RNP060HARGE YAESEEMPOONMMFAMCREMGRADIENfWMNAMZANY
ONOOL
f �✓OI S
IRAM
MECTON. THE DOWNSTNGM CGRPDAM MAY BE
TFEAYNARYCOMMLCTpHARCIEDME.TNA➢
-C"', /I
Twa MMMM BLONDE AREA. EO S.F.
CS.-WMMGMC. ED c1,
B : GA
Drawny Q
Mw MIM OFPIH - 1 R.
Checked By: MWB
RNCWLTNLNKMM
AFTENC.RRAGNT NT AND
S
City Engineer: GBS
1TIEIAM�A
EDLwMEAzbFILTERMnNGO30
ALL 1fNM ORAMEMR� T
"GUEWmMCOWACTEDP'-I
Scale: AS SHOWN
Date: 12/11/2017
701-265
SHEET 28 OF 35

SITE PLAN
1 " = 10'
TUR61LL
F
E• -
Revisions:
3
rawn By: RWL
iecked By: RWS
ity Engineer. CCB
Scale: AS SHOWN
Date: 07/13/2016
MOO
SHEET 29 OF 35

CB DISCONNECT SWITCH (DSU)
480Y/277VAC, 3PH, 3W, 450A,
SE RATED, NEMA 1 ENCL.
A
AUTOMATIC TRANSFER SWITCH
(ATS)
480Y/277VAC, 3PH, 4 POLE, 450A (MIN),
NEMA 1 ENCLOSURE
N
N
CB DISCONNECT SWITCH ,R
(DSG) D
U 480Y/277VAC, 3PH, 4W, 45DA Gi
NEMA i ENCLOSURE n
In a 'O
C;
TPRITY o �� Q o /
MCB h w w
0 i�
j ak CP JB W
rr
#2G ENGINE -GENERATOR a z a z
m 0 a
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z zo
75L
Tg HP
D
VOLT, 3 PHASE, 4 WIRE 60`O 42_ KAIC, NEMA 1
L7 Q1
daNk
PUMP CONTROL PANEL, (PCP1)
(NOTE 2)
NEMA 1
75
HP
`XP SEALOFF
(TYP.)
�w Qj
0
N N
�Z M I� M
PUMP CONTROL PANEL, (PCP2)
(FUTURE)
NEMA 1
75
HP
FLOW INDICATING TRANSMITTERI I COMBINATION MOTOR
(FIT1) STARTER
(EFMS)
T1: 15KVA (FUTURE)
480-120/208V NEMA 1
1201208 VOLT, 3PH, 4W, 60 Hz __IWL NEUTRAL BUS
100 AMP 100 MLO O LOCK ON
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X FLUSH SURFACE MINIMUM AIC RATING: 38 KA
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35 0
36 0
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20
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37 0
38 0
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(FIT1) STARTER
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MMI MI M 2 Q fr A
a
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5
(L'
ISI ►'� � C7
ODOR CONTROL
O
PANEL OCP "/
X
0 LP1 HP
T1: 15KVA (FUTURE)
480-120/208V NEMA 1
1201208 VOLT, 3PH, 4W, 60 Hz __IWL NEUTRAL BUS
100 AMP 100 MLO O LOCK ON
_ AMP MAIN BREAKER 0 SHUNT TRIP
X FLUSH SURFACE MINIMUM AIC RATING: 38 KA
W
= u W
U
BRANCH CIRCUIT
3PH
Z
F
JJ
W
O
W
Z
�5
a: (J—
OO
pp
0
O
N'PSD
B C
NO. AMPSDESIGNATION
&ng w w
2
12LIGHTING
12.0 AC7
210
1 930
2 720
RECEPTACLES
1 2 314
12 20 1
EXHAUST FAN MOTOR STARTER
750
3 1250
a
S
120 314 12
O
h
1500
1500
500
5 2000
7 1500
9 500
6 500
8 0
19 0
ARMHOLE I F.I.TB CHART RECORDER 1 20 314 1210
SPARE 2 2012
COORDINATE EXACT LOCATION OF EQUIPMENT PRIOR TO INSTALLATION.
X
0 LP1 HP
INDICATES DEVICES LOCATED
PANEL: LPI VOLTAGE
LOCATION: PUMP STATION MAINS
FED FROM: TXI
MOUNTING: Q UNITUED
1201208 VOLT, 3PH, 4W, 60 Hz __IWL NEUTRAL BUS
100 AMP 100 MLO O LOCK ON
_ AMP MAIN BREAKER 0 SHUNT TRIP
X FLUSH SURFACE MINIMUM AIC RATING: 38 KA
Q
DEVICE
BRANCH CIRCUIT
O
=
D
Z
F
JJ
W
W
d
W
Z
�5
a: (J—
OO
INDICATES DEVICES LOCATED
PANEL: LPI VOLTAGE
LOCATION: PUMP STATION MAINS
FED FROM: TXI
MOUNTING: Q UNITUED
1201208 VOLT, 3PH, 4W, 60 Hz __IWL NEUTRAL BUS
100 AMP 100 MLO O LOCK ON
_ AMP MAIN BREAKER 0 SHUNT TRIP
X FLUSH SURFACE MINIMUM AIC RATING: 38 KA
Q
DEVICE
BRANCH CIRCUIT
O
_0
F I
M OL
BRANCH CIRCUIT
DEVICE
pp
DESIGNATION
AMPS NO.
N'PSD
B C
NO. AMPSDESIGNATION
&ng w w
2
12LIGHTING
12.0 AC7
210
1 930
2 720
RECEPTACLES
1 2 314
12 20 1
EXHAUST FAN MOTOR STARTER
750
3 1250
4 500
ALARM DIALER
120 314 12
1-4
10 30 2
20 1
GENERATOR JACKET HEATER
GENERATOR BATTERYCHARGER
1500
1500
500
5 2000
7 1500
9 500
6 500
8 0
19 0
ARMHOLE I F.I.TB CHART RECORDER 1 20 314 1210
SPARE 2 2012
COORDINATE EXACT LOCATION OF EQUIPMENT PRIOR TO INSTALLATION.
1SPARE
1
SPARE
0
0
11 0
13 0
12 0
14 020
SPARE
2 3020
CONDUITS ENTERING THE HAZARDOUS AREAS SHALL BE RIGID STEEL AND PROVIDED WITH
1
SPARE
0
15 0
16 0
SPARE
1 2020
ALL CONDUIT TURN -UPS SHALL BE RIGID STEEL
1
SAME
0
17 0
18 0
SAME
1 20
20 1
SPARE
0
19 0
20 0
SPARE
1 20
8549.
•
20 1
SAME
0
21 0
22 0
SAME
1 2020
7
1
SPARE
0
23 0
24 0
SPARE
1 20
20 1
SPARE
0
25 0
26 0
SPARE
1 20
20 1
SPARE
0
27 0
28 0
SPARE
1 20
20 1
SPARE
0
24 0
30 0
SPARE
1 20
20 1
SPARE
0
31 0
32 0
SAME
1 20
20 1
SPARE
0
33 0
34 0
SPARE
1 20
20
SPARE
0
35 0
36 0
SPARE
1 20
20
SPARE
0
37 0
38 0
SPARE
1 20
20
SPARE
0
39 0
40 0
SPARE
20
20
SAME
0
41 0
42 0
SAME
20
TOTALS PER PHASE
TOTALS AMPS PER PHASE
2430 1750 2000
20 15 1 17
TOTAL CONNECTED LOAD (VA)
AT 120 VOLTS
6,180
NOTES:
1. MMMR LIGHTS AND SKIN CIRCUITS CONTROLLED BY INTEGRAL 4 STAGE CONTROLLER CONTAINED WITHIN THE POWER DISTRIBUTIDN BOX. AND A PHOTOCELL
LOCATED ON THE ROOF. SEE POWER INTEGRR3'S18TALLATION DRAWINGS NOR DETERMINATION OF WHICH CIRCUITS ARE CONTROLLED BY WNW STAGES.
INDICATES DEVICES LOCATED
X7;1. lop/l :,nL.
WJ
Q
REMOTE FROM THE CONTROLLER
U
S
O
O
_0
F I
M OL
O
3
{rte
l
IN61NEIRIN6
.
L7 )-- I--7
LLQ�S:
SHEET 30 OF 35
12.0 AC7
EXH. FAN
1.
SEE SHEET E104 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.
1 -PH.
MOTOR
2.
CONTROL PANEL PROVIDED WITH EQUIPMENT AND INSTALLED BY CONTRACTOR.
N
3.
CABLE PROVIDED WITH PUMPS, LEVEL PROBE, FLOATS. CONDUIT AND INSTALLATION BY
CONTRACTOR
4.
COORDINATE EXACT LOCATION OF EQUIPMENT PRIOR TO INSTALLATION.
120VAC
5.
WETWELL AREA IS DEFINED HAZARDOUS, CLASS 1, DIVISION 1, GROUP D BY THE NEC. ALL
N
CONDUITS ENTERING THE HAZARDOUS AREAS SHALL BE RIGID STEEL AND PROVIDED WITH
SUITABLE SEAL -OFFS.
EXHAUST FAN
MOTOR
6.
ALL CONDUIT TURN -UPS SHALL BE RIGID STEEL
OFF CONTACTOR
7.
AS ALLOWED BY CODE AND UNLESS OTHERWISE NOTED, PVC SCHEDULE 40 OR 80 IS
HAND 0
OL
ACCEPTABLE FOR UNDERGROUND CONDUITS. UP SIZE SCHEDULE 80 AS REQUIRED.
M
8.
DIALER PROVIDED BY OWNER INSTALLED BY CONTRACTOR.
9.
CIRCUIT BREAKERS FOR FUTURE EQUIPMENT PROVIDED UNDER THIS CONTRACT.
8549.
•
0O0
DAMPER
7
MOTOR,
EXHAUST FAN CONTROL
NOT TO SCALE
Revisions:
AADDENDUM
NO. 1
X7;1. lop/l :,nL.
WJ
Q
U
S
O
O
_0
F I
STUP61LL
O
3
{rte
l
Revisions:
AADDENDUM
NO. 1
X7;1. lop/l :,nL.
Drawn By: RWL
STUP61LL
Checked By: RWS
CityEngineer: H WN
u
IN61NEIRIN6
Date: 07/13/2016
O SOUTH MAIN ST.
LEXINGTON, NC 27292
MNE
238-1249 PH.
f i�6; 236-6393 FAX
SHEET 30 OF 35

LIGHTING FIXTURE SCHEDULE
LOUVER
LAMP
TOTAL
LOUVER
WIDE
HIGH
REE AREA
FRAME
POWER
FILTER
END
NUMBER
ACTUATOR
POWER
PER
TAG
TAG
MFR
SYMBOL
BALLAST
FIXTURE
MOUNTING
DESCRIPTION
MANUFACTURER'S PART NUMBER
RACK
ONE (1)
SWITCH
OF
ACTUATORS
VOLTS/PH
INTERLOCK
L-1
82 W LED
82
SURFACE
4' LED FIXTURE FIBERGLASS ENCLOSED WITH
UTHONV+ FEM4LED-9L/57—IMACD
�
WATTS
MOUNT ON
GASKET AND ACRYLIC PRISMATIC DIFFUSER.
COLUMBIA LXEM4-50HL—RA—EU
I NO
A
120/1
CEILING
DAMP LABEL LISTED, 120VAC.
METALUX 4Vf2—LD4-8—DR—UNV—L850—CD1—WL
_
OR APPROVED EQUIVALENT.
B
TWO (2)
16W
32
FLUSH
MOUNT IN
DUAL HEAD FLOOD LIGHT FIXTURE,
LITHONIA OFLR-6LC-120—MO—WH
COOPER LIGHTING MS—T2792OL—W—ES
WATTS
WET LOCATION LISTED. 120VAC.
LED
SOFFIT
OR APPROVED EQUIVALENT.
C
TWO (2)
WALL
EMERGENCY LIGHT,
LITHONIA INDX618—W—LP05VS
6W
12
MOUNT 8'
NEMA RATED,
COOPER LIGHTING UELI—WH—SD
LED
WATTS
AFF
SEALED & GASKETED,
DUAL LITE DYNE
120VAC, w/BATTERY PACK.
OR APPROVED EQUIVALENT.
LIGHTING PLAN
3/4" = 1' — 0"
LOUVER/DAMPER SCHEDULE
LOUVER
DAMPER
CFM
LOUVER
WIDE
HIGH
REE AREA
FRAME
BIRD
FILTER
END
NUMBER
ACTUATOR
POWER
TAG
TAG
MFR
MODEL
(IN)
(IN)
(SF)
TYPE
SCREEN
RACK
FINISH
SWITCH
OF
ACTUATORS
VOLTS/PH
INTERLOCK
L-1
DM -1
RUSKIN
ELC6375DAX
18
18
1.08
STANDARD
I YES
I YES
I MILL
I NO
1 1
120/1
1 EF -1
NOTES:
1. ALL LOUVERS SHALL BE PROVIDED IN SINGLE SECTIONS.
2. ALL DAMPERS SHALL BE PROVIDED IN SINGLE SECTIONS.
FAN SCHEDULE
TAG
MFRMODEL
CFM
SP
FAN
HP
MAX
POWER
V/PH/HZ
WEIGHT
Ib
in WC
RPM
SONES
EF -1
GREENHECK I SBE -11-12O-4
1 657
.500
953
1/4
1 16.2
1 120/1/60
60
NOTES:
1. FANS SHALL BE GREENHECK, COOK, PENN OR APPROVED EQUAL.
2. PROVIDE FAN WITH EXTERNAL WIRING PIGTAIL, GRAVITY DAMPER, OSHA MOTOR SIDE GUARD, WEATHER
HOOD, BEARINGS WITH GREASE FITTINGS, LINE VOLTAGE THERMOSTAT, AND ENERGY EFFICIENT MOTOR,
3. PROVIDE HI—PRO POLYESTER DARK GRAY FINISH.
UNIT HEATER SCHEDULE
TAG
MFR MODEL KW
POWER V/PH/HZ MCA
MOCP
UH -1
I MARKEL P3P5110CA1N 10
480/3/60 15
20
NOTES:
1. UNIT HEATERS SHALL BE MARKEL, CHROMALOX, TRANE OR APPROVED EQUAL.
2. PROVIDE UNIT HEATERS WITH BUILT—IN THERMOSTAT, POWER DISCONNECT SWITCH,
AND WALL MOUNTING BRACKET.
TO
PCP1
ALARM HORN
LOUVER &
MOTC
TO GENERATOR
EXHAUST FAN &
GRAVITY LOUVER
-- DSG ATS PP1 EF -1
F-1 E S
DSU
LP1-3
POWER PLAN
3/4" = 1' — 0°
STUR61LL
ENGINEERING
ONB SOUTH MAIN Sr.
LEXINGTON, NC 27292
(336 23&1249 PH.
(336; 236-6393 PAX
Revisions
:Ai iooi� o'
Drawn By: RWL
Chocked By: RWS
City Engineer. CCB
Scale: AS SHOWN
Date: 07/13/2016
E102
SHEET 31 OF 35

_P2:: 120/240 VOLT, 1 PHASE, 4 WIRE, 100A, 222 KAIC, 1. SE RATED
Qz
O
NW
03
�
U
UC ZIA W
N
pU 3::
p�
Z W
QU
(NEMA
3
Jp
� � U
i N d N N
N J
,R MANUAL TRANSFER SWITCH z
� J
OPER- N (MTS) UTILITY 2 120/24OVAC, 1 PH, 4W, 30A
NEMA 4X SS ENCLOSURE N
ECP REG. FlTFE
NEMA 4X SS ENCLOSURE
30" HIGH, 36" WIDE, 12" DEEP
^b
Qz
O
NW
03
�
U
UC ZIA W
N
pU 3::
p�
Z W
QU
3
Jp
t7,K la/f
MAN
HOLE 7 ONE -LINE
DIAGRAM
NOT TO SCALE
WEATHERHEAD, FOR CONNECTION
TO POWER CO. DELIVERY
METERING CABINET, PROVIDED
BY UTILITY CO., MOUNTED BY
ELECT. CONTR.
SQUARE D NQOD 100A MCB
120/240V 1 0, 3W PANEL
W/5 - 20A.IP-BREAKERS
SUITABLE FOR USE AS SERVICE
ENTRANCE. NEMA 3R ENCL.
I I
I I
#8G, 1 /2"C
30 FT. CLASS 3 WOOD POLE
(SOUTHERN YELLOW PINE)
W W W
fa/f N N
MANUAL TRANSFER SWITCH W/ 30
AMP POWER CORD INLET BOX.
CONTRACTOR TO COORDINATE PLUG
WITH OWNER.
30"x36'x12' NEMA 4X SS ENCLOSURE
r WITH PADLOCK TO HOUSE FLOW
INDICATOR/TRANSMITTER, CHART
RECORDER, & GFCI OUTLET.
1-5/8' STAINLESS STEEL
UNISTRUCT SUPPORT (TYP.)
CLASS 1
DIV. 2
LC FOR SENSOR CABLE GROUP D
LOCATION
L EMPTY 1"C FOR FUTURE
LP2-1:
METERING
MANHOLE
NOTES:
1. RACEWAY PENETRATIONS THROUGH SLABS SHALL BE SEALED WITH IMPERVIOUS MATERAIL SUFFICIENTLY TIGHT TO PREVENT WATER INFILTRATION.
2. ALL EQUIPMENT SHALL BE LISTED BY AN APPROVED THIRD -PARTY TESTING AGENCY SUCH AS UL.
3. COMMERCIAL POWER TO THE METERING MANHOLE SITE SHALL BE PROVIDED BY DUKE POWER. CONTRACTOR TO ESTABLISH ELECTRIC SERVICE TO SITE. BILLING
ACCOUNT WALL BE SWITCHED TO TWO RIVERS UTILITIES (TRU) UPON ACCEPTANCE.
MAN HOLE 7 POWER RISER DIAGRAM
NOT TO SCALE
30"x36"X12' NEMA 4X SS ENCLOSURE TO
HOUSE FLOW INDICATING TRANSMITTER,
CHART RECORDER, AND GFCI OUTLET
METER—-. J—LP2_1
I FIT2-1:
PROPOSED ELECTRIC—' LLP2
UTILITY POWER POLE
`MANHdL"7
4,.\
� J
Revisions:
MAN HOLE 7 SITE P,AN\
/ _ f W 5
Drawn By: RWL
/ Checked By: RWS
Ci�TURGILL 0 s SSHOWN
ENGINEERING
/ Date: 07/13/2016
PONE SOUTH MAIN ST. E103
1 �3r 3�r2238-12249'PH 27292
® 336) 23393 FAX SHEET 32 OF 35
\✓1 ..1
O
U
O
O
ac
a�
3
Revisions:
MAN HOLE 7 SITE P,AN\
/ _ f W 5
Drawn By: RWL
/ Checked By: RWS
Ci�TURGILL 0 s SSHOWN
ENGINEERING
/ Date: 07/13/2016
PONE SOUTH MAIN ST. E103
1 �3r 3�r2238-12249'PH 27292
® 336) 23393 FAX SHEET 32 OF 35

ONE -LINES
HEAVY LINES INDICATE NEW WORK
- - - - LIGHT LINES INDICATE EXISTING EQUIPMENT
CONDUIT EXPOSED
- - - - - - - - - - - - - CONDUIT CONCEALED
-O
TRANSFORMER WITH PRIMARY AND SECONDARY
p YZ
VOLTAGE, KVA RATING AND CONNECTION INDICATED.
150 KVA
"LP" CIRCUIT NUMBER 2. SHORT DASH INDICATES PHASE
12.47 KV -480/277V
CONDUCTOR, LONG DASH INDICATES NEUTRAL CONDUCTOR,
3PH,6GHZ
CIRCULAR DASH INDICATES GROUND WIRE.
�/
ONE -UNE SHOWING POWER, CONTROL CABLE AND CONDUIT
MCC -3:3#6, #6G, 1.5"
CIRCUIT NO. MCC -3 WITH THREE (3) #6AWG,
20
FOUR #12AWG, AND A #6 EQUIPMENT GROUND
SIZE PER ONE -LINE
IN A 1 1/2" CONDUIT TO A 20 HP LOAD.
DENOTES ALL OR PART OF CONDUIT IS UNDERGROUND
I—e
Il�
3P-50
LOW VOLTAGE AIR CIRCUIT BREAKER,
LJ
3 POLE, 50 AMPERE
3P-30
TTTI
FUSE AND DISCONNECT SWITCH
MIN.
� S3
SIZE 3 COMBINATION MAGNETIC
MOTOR STARTER
HEAVY LINES INDICATE NEW WORK
- - - - LIGHT LINES INDICATE EXISTING EQUIPMENT
CONDUIT EXPOSED
- - - - - - - - - - - - - CONDUIT CONCEALED
-O
CONDUIT TURNING UP, CONDUIT TURNING DOWN
3TIIF - LP -2
TYPICAL HOMERUN TO BE ROUTED TO LIGHTING PANEL
(ALL SIDES)
"LP" CIRCUIT NUMBER 2. SHORT DASH INDICATES PHASE
2"
MIN.
CONDUCTOR, LONG DASH INDICATES NEUTRAL CONDUCTOR,
PLANS
CIRCULAR DASH INDICATES GROUND WIRE.
�/
FLUORESCENT LIGHTING FIXTURE, SEE LIGHTING SCHEDULE
T31
LIGHTING FIXTURE, SEE LIGHTING SCHEDULE
----��—�—�-
UNDERGROUND CONCRETE ENCASED DUCT BANK
a—a—a—a—a— UNDERGROUND DIRECT BURIED CONDUITS
r,ROHNn cnNnIJMnR
$3
WP
GFI
DQ WP
.44
JB
0
0
0
ABBREVIATIONS
ATS AUTOMATIC TRANSFER SWITCI
CB CIRCUIT BREAKER
DS DISCONNECT SWITCH
DSU DISCONNECT SWITCH UTILITY
EX EXISTING
MPC MINI POWER CENTER
MTS MANUAL TRANSFER SWITCH
PCP PUMP CONTROL PANEL
REC RECEPTACLE
SINGLE POLE SWITCH
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR ROUTING ALL CONDUITS. THIS SHALL INCLUDE
ALL CONDUITS INDICATED ON THE ONE-UNES, PLANS, AND PANEL SCHEDULES.
2. WETWELL IS CLASSIFIED HAZARDOUS, CLASS I, DIVISION 1, GROUP D BY THE NEC.
ALL CONDUITS ENTERING THIS AREA SHALL BE PROVIDED WITH SUITABLE SEALOFFS.
CONDUITS IN HAZARDOUS AREA SHALL BE RIGID STEEL.
3. CONTRACTOR SHALL FIELD VERIFY EQUIPMENT LOCATIONS PRIOR TO INSTALLATION
OF CABLE AND CONDUIT.
4. ALL ELECTRICAL WORK SHALL CONFORM TO THE NEC, NC STATE BUILDING CODE,
AND ALL LOCAL CODES AND ORDINANCES.
5. ALL ELECTRICAL EQUIPMENT SHALL BE THIRD PARTY LISTED AS REQUIRED BY THE
STATE OF NORTH CAROLINA.
6. UNLESS OTHERWISE NOTED, EXPOSED CONDUIT SHALL BE RIGID STEEL. CONDUIT
FOR TELEPHONE AND CONDUIT NOT ENTERING HAZARDOUS AREAS MAY BE PVC
SCHEDULE 40 AS ALLOWED BY CODE.
7. GROUND ALL METAL PARTS AND COMPONENTS.
8. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, SERVICE ENTRANCE RATED, RATINGS
AS INDICATED.
9. CONTRACTOR SHALL CONTACT POWER UTILITY PRIOR TO ORDERING EQUIPMENT.
10. UNLESS OTHERWISE NOTED OR REQUIRED, ALL POWER CABLE SHALL BE COPPER,
UL LISTED, THWN.
11. ANY AND ALL NUTS, BOLTS, ANCHORS, FASTENERS, OR OTHER MISC. METALS SHALL
BE OF 316 STAINLESS STEEL UNLESS OTHERWISE DIRECTED BY THE ENGINEER
PRIOR TO INSTALLATION.
12. INSURE THAT NO DISSIMILAR METALS ARE IN CONTACT WITH EACH OTHER. USE
NYLON WASHERS OR SPACERS TO PREVENT CONTACT.
13. ALL CONTROL PANELS ETC. ARE TO BE NEMA 4X WITH ALL HINGES ETC. MADE
FROM STAINLESS STEEL.
14. COORDINATE EXACT UTILITY REQUIREMENTS WITH SERVING UTILITY. PROVIDE METER
AND BASE IN ACCORDANCE WITH UTILITY. GROUND SERVICE AND EQUIPMENT IN
ACCORDANCE WITH NEC ARTICLE 250. (CURRENT EDITION)
15. CONTRACTOR SHALL PROVIDE 5 -SETS OF OPERATION AND MAINTENANCE MANUALS
FOR ALL EQUIPMENT.
16. CIRCUIT BREAKER DISCONNECT SWITCHES (UTILITY & GENERATOR) SHALL BE
LABELED AS SUITABLE FOR USE AS SERVICE EQUIPMENT (SUSE).
17. SEAL ALL CONDUIT PENENTRATIONS TO WET WELL WITH CLEAR SILICONE (TYP.)
18. ELECTRIC EQUIPMENT SHALL WITHSTAND 120 MPH WIND GUSTS.
19. GROUND ALL METAL PARTS AND COMPONENTS.
20. UNLESS OTHERWISE NOTED OR REQUIRED BY CODE, CABLE SHALL BE TYPE THWN
STRANDED COPPER.
Z /A" l�L1A�ICCA
THREE WAY SWITCH
WEATHERPROOF SWITCH
DUPLEX RECEPTACLE, 120 VOLT
GROUND FAULT CIRCUIT INTERRUPTER
WEATHERPROOF RECEPTACLE
TELEPHONE OUTLET
JUNCTION BOX
z
LIGHTING PANEL
a
MISCELLANEOUS PANEL
COMBINATION MOTOR STARTER
DISCONNECT SWITCH
GROUND ROD
ELECTRICAL LEGEND AND ABBREVIATIONS
NOT TO SCALE
TYPICAL ELECTRICAL HANDHOLE DETAIL
NOT TO SCALE
FINISH GRADE
STONE FREE
COMPACTED
BACKFILL
5" MIN. COVER
< Mr 5
6" WIDE (MIN
WARNING TAPE
WITH METAL STRIP
(ALL SIDES)
Drawn By: RWL
2"
MIN.
Checked By: RWS
City Engineer:CCB
AS SHOWN
Date:
5
INIGINEIRK
CONDUIT TYPE PER
NB SOUTH MAIN ST.
LEXINGTON, NC 27292
O236-6393
093 FAX
SHEET 33 OF 35
SAND ORSPECIFICATIONS.
=
SIZE PER ONE -LINE
SELECT FILL
(STONE FREE EARTH)
2,
MIN.
DIRECT BURIED CONDUIT DETAIL
NOT TO SCALE
GRADE
M CADWELD
CONNECTION
RING GROUND
#2 AWG BCW
GROUND ROD COPPERCLAD
3/40 X 10'-0" LONG
2'-6" OR 6" BELOW FROST LINE,
WHICHEVER IS DEEPER
Revisions:
GROUND ROD DETAIL
< Mr 5
NOT TO SCALE
Drawn By: RWL
STUP61LL
Checked By: RWS
City Engineer:CCB
AS SHOWN
Date:
5
INIGINEIRK
E10418
NB SOUTH MAIN ST.
LEXINGTON, NC 27292
O236-6393
093 FAX
SHEET 33 OF 35

2-
2 .
"2"
12'
TYP
ALL
SIDES
EXHAUST MUFFLER
GAS TANK
VIBRATION ISOLATION PAD
/- 1" CHAMFER TYP.
TOP OF SLAB
4" MIN.
TRANSFORMER PAD NOTES
1. THE CONTRACTOR SHALL INSTALL CONDUITS 1" ABOVE THE
TOP OF THE CONCRETE PAD TO PREVENT WATER FROM
ENTERING THE SWITCHBOARD. CONDUIT AREA LIMITED TO AREA
INDICATED.
2. NOTE USED.
3. THE CONTRACTOR SHALL VERIFY TRANSFORMER LOCATION AND
DIMENSIONS WITH THE DUKE POWER COMPANY PRIOR TO
INSTALL TRANSFORMER PADS. TWO PADS ARE REQUIRED.
4. THE TRANSFORMER PADS SHALL HAVE 4 FEET CLEARANCE
ON SIDES OTHER THAN CONDUIT SIDE. THE CONDUIT SIDE
SHALL HAVE 10 FEET CLEARANCE.
5. CONCRETE MIX PLACED IN PAD SHALL MEET THE FOLLOWING
DESIGN REQUIREMENTS: A. 28 -DAY COMPRESSIVE STRENGTH
OF 3000 PSI. (MIN) B. MAXIMUM WATER/CEMENT RATIO OF
0.50. C. MAXIMUM SLUMP OF 4 INCHES. D. AIR -ENTRAINMENT
CONTENT BETWEEN 4 AND 8 PERCENT.
6. CONCRETE SHALL BE AFFORDED ADEQUATE CURE FOR A
MINIMUM OF 7 DAYS. ADEQUATE CURE CAN BE PERFORMED BY
WATERPROOF MEMBRANES, SPRINKLING OR SOAKING OR CURING
COMPOUNDS.
7. PAD SHALL BE SUPPORTED ON A SUBBASE OF SAND, GRAVEL,
OR CRUSHED STONE. THE GRANULAR SUBBASE IS TO BE A
MINIMUM OF 4" THICK AND SHALL BE COMPACTED WITH
VIBRATORY COMPACTORS.
8. DAMPEN THE SUBBASE PRIOR TO CONCRETE PLACEMENT. AT
THE TIME OF PLACEMENT, THE SUBBASE SHALL NOT CONTAIN
STANDING WATER.
2"
COVER
WELDED WIRE FABRIC
(6" x 6") W2xW2
IF
000
O O0
0q\_
14" — 24" /4
000 0 REINFORCING
BARS
NOTE 1
z#4 `�--
O 8" E.W. H
6WASHED STONE
UNDER SLAB TRANSFORMER PAD DETAIL
COMPACTED SUBGRADE
B„ NOT TO SCALE F -
w
ELEVATION
PLAN VIEW
I GENERATOR NOTES:
1. THE SYSTEM SHALL BE COMPLETELY SELF—CONTAINED, COMPLETE WITH GENERATOR SET, DOUBLE—WALL, SUB—BASE FUEL TANK,
FUEL FEED LINES, BATTERY SYSTEM, MAIN LINE CIRCUIT BREAKER, CRITICAL EXHAUST SILENCER, AND OTHER APPURTENANCES
NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM.
2. GENERATOR IS BE ANCHOR BOLTED TO SLAB PER MANUFACTURER'S INSTRUCTIONS. VIBRATION ISOLATION PAD TO BE INSTALLED BETWEEN
PAD AND GENERATOR.
3. GENERATOR SYSTEM SHALL BE ABLE TO START AND OPERATE 5 KVA OF MISCELLANEOUS LOADS AND TWO (2) 17.5 HP MOTORS
STARTED SEQUENTIALLY WITH 25X VOLTAGE DROP MAX..
4. ENGINE—GENERATOR SHALL BE A 40 KW (MIN) WITH JACKET HEATER, WEATHER PROTECTIVE ENCLOSURE, AND ELECTRONIC GOVERNOR.
CONTROLS SHALL BE AS REQUIRED FOR WW UFT STATION WITH NFPA 110 ALARM PACKAGE, EMERGENCY STOP PUSHBUTTON, ALARM
HORN, OIL TEMPERATURE GAUGE, PRE—ALARM, AND SHUTDOWN, AND ADJUSTABLE POTENTIOMETER, COOLANT HEATER 110-120 VOLT
AC, LOW FUEL ALARM LEVEL, DIESEL FUELED. SUB BASE FUEL TANK, DOUBLE WALLED FOR 24 HRS OPERATION.
5. CONTRACTOR SHALL CONFIRM PAD DESIGN WITH SUPPLIER PRIOR TO INSTALLATION.
GENERATOR DETAIL
NOT TO SCALE
�_ WALL
A5100 WALL BRACKET PVC COATED RIGID STEEL
CONDUIT
4" HIGH CONCRETE PAD
FINISHED GRADE FINISHED FLOOR
85100 HEATER BRACKET
INCLUDED WITH A5100
VARIES
CORE DRILLED HOLE
e . GROUT
a
CONCRETE ENCASED
REINFORCED DUCTBANK
UNIT HEATER MOUNTING DETAIL
NOT TO SCALE
30" BELOW GRADE (TYP)
3/4" X 10'
COPPER CLAD
STEEL ROD
SECTIONS O
250MCM COPPER
GROUND LOOP
GROUND LOOP DETAIL
NOT TO SCALE
CORE DRILL DETAIL
NOT TO SCALE
THOMPSON NO. 28R 28/14
CU. DOWNLEAD CONDUCTOR
TYPE "TA" CADWELD
- COPPER EQUIPMENT GROUNDING
CONDUCTOR,
SIZE PER NEC
Revisions:
N
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i
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3
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Drawn By: RWL
Checked By: RWS
CityDTURGILL
OWN
3
mNGINCCRING
ONE SOUTH MAIN ST.
NC 27292
)ARA
Date:
E10516
SHEET 34 OF 35
RA �39s FAL

STONE FREE
GRADE %— COMPACTED
/ BACKFILL
\\\\\\\\\\\\\
6' WIDE (MIN.)
WARNING TAPE
WITH METAL STRIP
In I
! a
CHAMFER EXPOSED CORNER .n
CLEARANCE
' DIRECT
BETWEEN
CONDUITS
FENCE GROUNDING CLAMP
s 1 1/2' MIN TO FORMED
ULTRAWELD CONNECTION WITH -
LAP 6
WELD METAL
EXCAVATION
11 i1
1 1/2' MIN — 3' MAX
WELD METAL
TO TOP SURFACE
SOFT DRAWN TINNED SOLID
COPPER CONDUCTOR BONDING
NOTE:
FENCE FABRIC TO GROUND
1' MIN CLEARANCE
CONDUCTOR
BETWEEN CONDUITS AND
TI
REBARS
: 01 687 '
CATE JUMPER WITH ULTRAWELD
HIGH IMPACT TYPE
CONNECTION AND WELDMETAL.
Drawn By. RWL
SPACERS ON B'-0*
Checked By:RWS
CCB
ClScale:lAS
MAX CENTERS
a i
NOT TOSCALE
STURGILL
���VII►��`�0V
T
_ 2' MIN
! a
CHAMFER EXPOSED CORNER .n
CLEARANCE
' DIRECT
BETWEEN
CONDUITS
FENCE GROUNDING CLAMP
s 1 1/2' MIN TO FORMED
ULTRAWELD CONNECTION WITH -
SURFACE. 3' MIN TO
WELD METAL
EXCAVATION
ULTRAWELD CONNECTION WITH _
1 1/2' MIN — 3' MAX
WELD METAL
TO TOP SURFACE
SOFT DRAWN TINNED SOLID
COPPER CONDUCTOR BONDING
NOTE:
FENCE FABRIC TO GROUND
1' MIN CLEARANCE
CONDUCTOR
BETWEEN CONDUITS AND
REBARS
: 01 687 '
CATE JUMPER WITH ULTRAWELD
CONNECTION AND WELDMETAL.
1 — 1/2' X 8- CONCRETE
BRICK UNDER SPACERS
CONDUIT AS REQUIRED
(TMP)
GROUND CONDUCTOR WITH
ULTRAWELD CONNECTION AND
WELD METAL.
CONNECT FENCE BONDING CONDUCTOR
L TO GROUND CONDUCTOR WITH
ULTRAWELD CONNECTION WITH WELD
METAL
TYP CONCRETE ENCASED CONDUIT SECTION
NOT TO SCALE
WALL
LOUVER/DAMPER
A COMBINATION
AIRFLOW
YYY BIRDSCREEN
WEATHER TIGHT
SEAL (TYP)\ xz
EXTENDED SILL!
LOUVER DETAIL
NOT TO SCALE
LOUVI
BIRD
EXHAUST FAN DETAIL
NOT TO SCALE
TYPICAL FENCE & GATE BOUNDING DETAIL
NOT TO SCALE
OSHA APPROVED
SAFETY GUARD LEVELING
TOP OF
Revisions
! a
CHAMFER EXPOSED CORNER .n
' DIRECT
A
E AS NOTED
SCHEDULE
_IL
4'
-7
LEVELING CHANNELS FURNISHED BY CONTRACTOR. INSTALLED TO
MATCH
,,,•••N CAR ••
,A Afo'".
iOUSING
EQUIPMENT FURNISHED.
PAD DIMENSIONS DETERMINED BY EQUIPMENT FURNISHED.
;.'Q,
Y
NOTE: INCLUDE #4 BARS AT 8' EWEF.
: 01 687 '
Drawn By. RWL
EQUIPMENT PAD DETAIL
Checked By:RWS
CCB
ClScale:lAS
NOT TOSCALE
STURGILL
SHOWN
ci
ENGINEERING
D"07/13/2016
E 106
SOUTH MAIN ST.
LE-MNGTON, NC 27292
PAONE
z38r�s
36 FAX
SHEET 35 OF 35