20201354 Ver 1_ePCN Application_20210510

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
April 4, 2021 Ver 4
Has this project met the requirements for acceptance in to the review process?*
6 Yes
✓ No
Is this project a public transportation project?*
CYes r No
Change Only if needed.
BIMS # Assigned*
20201354
Is a payment required for this project?*
✓ No payment required
✓ Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Winston-Salem Regional Office - (336) 776-
9800
Version#*
1
What amout is owed?*
r $240.00
6 $570.00
Select Project Reviewer*
Sue Homewood:eads\slhomewood
Information for Initial Review
la. Name of project:
Richland Creek Aerial Sewer Pipe Replacement and Removal
la. Who is the Primary Contact?*
Terry Houk
1b. Primary Contact Email:*
Terry. hou [e-mail]
Date Submitted
5/10/2021
Nearest Body of Water
Richland Creek
Basin
Cape Fear
Water Classification
WS-IV;CA
Site Coordinates
Latitude:
35.946932
Longitude:
-79.938721
lc. Primary Contact Phone:*
[phone]
A. Processing Information
County (or Counties) where the project is located:
Guilford
Is this a NCDMS Project
✓ Yes r' No
Is this project a public transportation project?*
✓ Yes r No
Pre -Filing Meeting Information
Is this a courtesy copy notification?*
✓ Yes f No

ID#
20201354
Version
1
Pre -fling Meeting or Request Date
9/30/2020
Attach documentation of Pre -Filing Meeting Request here:
Click the upload button or drag and drop files here to attach document
dwr prefiling meeting request.pdf
Fie type mast be FCF
la. Type(s) of approval sought from the Corps:
f7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
j— Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
✓ Yes
✓ No
1b. What type(s) of permit(s) do you wish to seek authorization?
f7 Nationwide Permit (NWP)
I- Regional General Permit (RGP)
r Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
r 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
17 Individual 401 Water Quality Certification
740.21 KB
58 - Utility Line Activities for Water and Other Substances (frequently used)
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
✓ Yes ( No
r' 401 Water Quality Certification - Express
✓ Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes rNo
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes rNo
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
✓ Yes rNo
1j. Is the project located in a designated trout watershed?
✓ Yes r No
✓ Yes r No
( Yes r No
B. Applicant Information
Id. Who is applying for the permit?
f7 Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
City of High Point
2b. Deed book and page no.:

2c. Contact Person:
Terry Houk
2d.Address
Street Address
PO Box 230
Address Line 2
aty
High Point
Postal / Zip Code
27261
2e. Telephone Number:
[phone]
2g. Email Address:*
terry.houk©highpointnc.gov
4. Agent/Consultant (if applicable)
4a. Name:
Jason Hales
4b. Business Name:
CDM Smith
State / Province / Region
NC
Country
USA
2f. Fax Number:
[phone]
4c.Address
Street Address
5400 Glenwood Avenue, Suite 400
Address Line 2
atY State / Province / Region
Raleigh NC
Postal / Zip Code Country
27612 USA
4d. Telephone Number: 4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization form Richland Creek signed.pdf 319.53KB
C. Project Information and Prior Project History
C^U
1. Project Information
1b. Subdivision name:
(it appropriate)
lc. Nearest municipality/ town:
City of High Point
2. Project Identification
2a. Property Identification Number:
7739098043
2c. Project Address
Street Address
5898 Riverdale Drive
Address Line 2
2b. Property size:
99.6
Criy State / Province / Region
Jamestown NC
Postal / Zip Code Country
27282 USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Richland Creek
3b. Water Resources Classification of nearest receiving water:*
WS-N;CA

3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300030103
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Habitat and land use types within the project area include the existing sewer line, paved roadways, electric utility lines, maintained right-of-ways, residences, industrial areas, wooded
uplands, wetlands and streams. The majority of the project area is the maintained sewer line easement. The maintained easement has areas with adjacent wooded uplands. The
maintained easement runs through residential yards, roadways, industrial areas, wetlands and streams. Trees in the wooded uplands in the project area include pignut hickory, white
oak, red oak, American beech, red maple, sweet gum, post oak, black cherry, shortleaf pine, tulip poplar and red cedar. Some areas have relatively mature hardwood trees where the
canopy is developed with few understory species. Many areas have been recently timbered and others are in pine plantation. Wetlands and/or streams are located in most of the
drainages where there are sewer line aerial crossings. In the maintained sewer line easement wetland areas are herbaceous with rushes, sedges and cattails. Forested wetlands along
the edge of the maintained sewer line easement contain trees including red maple, ash -leaf maple, sweet gum and American hornbeam.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Figure 3 USGS Topo map Richland Creek.pdf 2.3MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Figure 4 USDA Soil Survey Map.pdf 1.58MB
4f. List the total estimated acreage of all existing wetlands on the property:
3.36
4g. List the total estimated linear feet of all existing streams on the property:
4392
4h. Explain the purpose of the proposed project:*
The City of High Point owns and operates an existing 48-inch Richland Creek sanitary sewer pipe that was originally constructed in the late 1970s. It consists of approximately 23,600
feet of buried 48-inch reinforced concrete pipe and aerial 48-inch spiral weld steel pipe (WSP) on concrete supports. The existing sewer has shown structural deficiencies during recent
inspections, particularly along the aerial sewer sections, that have been temporarily repaired. Replacement of the 16 aerial sections with new spiral-WSP is necessary to maintain the
sewer pipe and continue providing sewer service to the region. Adjacent to the currently servicing 48-inch sewer pipe is an abandoned 30-inch ductile iron sewer pipe withl6 aerial
sections that need to be removed for safety.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The 48-inch aerial sewer pipe replacement portion of the project consists of replacement of 16 aerial sections (approximately 5,400 linear feet total) of 48-inch aerial WSP with new 48-
inch aerial WSP. The existing aerial pipes will be removed and new aerial pipes installed on the existing pipe support structures (piers). The new aerial pipes will be reconnected to the
existing buried portions of the sewer at new manholes. The existing concrete support piers are in acceptable condition and will not need to be replaced.
The 30-inch abandoned aerial sewer pipe removal portion of the project consist of demolition and removal of 16 aerial sections (approximately 3,700 feet) of the 30-inch abandoned
sewer pipe to the nearest joint of buried portion of sewer pipe. It includes demolition and removal of the metal a -frame type pipe supports. The concrete footings of the support
structures will remain in place to minimize disturbance. The ends of the buried abandoned sewer will be plugged with concrete where it previously connected to the upstream and
downstream ends of the aerial pipe. The top portion of manholes to be abandoned will be removed and the manholes vrill be filled with sand. The 30-inch aerial sewer pipe right-of-way
will be accessed from the 48-inch sewer pipe right-of-way.
There are approximately 18.0 acres of ground disturbance planned. Construction will include work along a maintained 40-foot wide sewer right-of-way for the replacement of aerial
sections on the 48-inch sewer pipe and an unmaintained 40-foot wide right-of-way for the removal of the aerial sections of the abandoned 30-inch sewer pipe. The construction period
is estimated to be approximately 15 months, with temporary wetland, stream and buffer impacts in place for less than 90 days. Each individual temporary impact would be limited to a
very short time, just enough to replace or remove the aerial pipe sections. Some temporary bridgemats may be in place longer where they are needed for overall site access, but those
temporary impacts would only occur during installation and removal of the bridgemats. Standard construction and pipe installation equipment such as cranes, excavators, dump trucks,
and similar vehicles would be used for the project. Proper erosion and sedimentation control measures would be employed throughout the project.
4j. Please upload project drawings for the proposed project.
Final Richland Creek Plans.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
c Yes
Comments:
r No
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
6 Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2020-01802
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jason Hales
36.24MB
O Unknown
Agency/Consultant Company: CDM Smith

Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USACE and NCDWR field verification visit on November 17, 2021. USACE emailed concurrence of jurisdictional features dated December 28, 2021. NCDWR stream determination and
buffer applicability letter dated January 8, 2021. DWR# 20201354 Ver 1.
5d1. Jurisdictional determination upload
usace PJD approval e-mail 12_28_2020_RE External Re SAW-2020-01802---City of High Point.pdf
Richland_Creek_Sewer_Stream_Determination_Letter-signed with attachments.pdf
6. Future Project Plans
6a. Is this a phased project?*
C Yes f• No
166.77KB
2.71MB
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
fJ Wetlands 17 Streams -tributaries
r Open Waters r Pond Construction
2. Wetland Impacts
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type * (7)
2c. Type of W.*
2d. W. name *
2e. Forested *
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
W1
Construction access
T
Headwater Forest
WK
Yes
Corps
0.020
(acres)
W2
Construction access
T
Non -Tidal Freshwater Marsh
WK
No
Corps
0.020
(acres)
W3
Construction access
T
Headwater Forest
WZ
Yes
Corps
0.004
(acres)
W4
Construction access
T
Headwater Forest
WT
Yes
Corps
0.050
(acres)
W5
Construction access
T
Non -Tidal Freshwater Marsh
WU
No
Corps
0.020
(acres)
W6
Construction access
T
Non -Tidal Freshwater Marsh
VW
No
Corps
0.060
(acres)
W7
Construction access
T
Non -Tidal Freshwater Marsh
WI
No
Corps
0.020
(acres)
W8
Construction access
T
Headwater Forest
WR
Yes
Corps
0.010
(acres)
W9
Construction access
T
Headwater Forest
WQ
Yes
Corps
0.004
(acres)
W10
Construction access
T
Headwater Forest
WF
Yes
Corps
0.030
(acres)
W11
Construction access
T
Headwater Forest
WE
Yes
Corps
0.030
(acres)
W12
Construction access
T
Non -Tidal Freshwater Marsh
WD
No
Corps
0.010
(acres)
W13
Construction access
T
Headwater Forest
WP
Yes
Corps
0.003
(acres)
W14
Construction access
T
Headwater Forest
WB
Yes
Corps
0.030
(acres)
W15
Construction access
T
Non -Tidal Freshwater Marsh
WB
No
Corps
0.020
(acres)
W16
Construction access
T
Headwater Forest
WM
Yes
Corps
0.020
(acres)
W17
Construction access
T
Headwater Forest
WL
Yes
Corps
0.110
(acres)
2g. Total Temporary Wetland Impact
0.461
2g. Total Permanent Wetland Impact
0.000

2g. Total Wetland Impact
0.461
2i. Comments:
There are 0.15 acres of proposed temporary wetland impacts for construction access in emergent wetland areas along the maintained right-of-way for
the 48-inch sewer pipe (Impact Numbers: W2, W5, W6, W7, W12 and W15). Temporary wetland impacts will be for construction access. The
temporarily impacted wetland areas MI be reseeded with native wetland seed mix following installation of the aerial pipe sections.
There are 0.311 acres of proposed temporary wetland impacts for land clearing and construction access in forested wetland areas along the right-of-
way for the 30-inch abandoned sewer pipe (Impact Numbers: W1, W3, W4, W8, W9, W10, W11, W13, W14, W16 and W17). Temporary wetland
impacts will be for vegetation clearing and construction access. After removal of the aerial pipe sections the temporarily impacted wetland areas will be
reseeded with native wetland seed mix and allowed to revegetate naturally with woody species.
Temporary wetland impacts will be in place for less than 90 days. There are a total of 0.461 acres of proposed temporary wetland impacts.
3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type"
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width*
3h. Impact
length*
S1
Construction access
Temporary
Other
SV
Intermittent
Both
2
Average (feet)
25
(ling feet)
S2
Construction access
Temporary
Other
SN
Intermittent
Both
5
Average (feet)
40
(linear feet)
S3
Construction access
Temporary
Other
SN
Intermittent
Both
5
Average (feet)
23
(ling feet)
S4
Construction access
Temporary
Other
SM
Perennial
Both
17
Average (feet)
32
(linear feet)
S5
Construction access
Temporary
Other
SS
Intermittent
Both
4
Average (feet)
30
(linear feet)
S6
Construction access
Temporary
Other
SL
Intermittent
Both
4
Average (feet)
34
(linear feet)
S7
Construction access
Temporary
Other
SL
Intermittent
Both
6
Average (feet)
23
(ling feet)
S8
Construction access
Temporary
Other
SK
Intermittent
Both
6
Average (feet)
12
(ling feet)
S9
Construction access
Temporary
Other
SK
Intermittent
Both
7
Average (feet)
32
(linear feet)
S10
Construction access
Temporary
Other
SJ
Intermittent
Both
8
Average (feet)
25
(linear feet)
S11
Construction access
Temporary
Other
SJ
Intermittent
Both
6
Average (feet)
31
(linear feet)
S12
Construction access
Temporary
Other
SI
Intermittent
Both
4
Average (feet)
23
(linear feet)
S13
Construction access
Temporary
Other
SR
Intermittent
Both
5
Average (feet)
31
(linear feet)
S14
Construction access
Temporary
Other
SH
Intermittent
Both
8
Average (feet)
38
(linear feet)
S15
Construction access
Temporary
Other
SH
Intermittent
Both
4
Average (feet)
29
(linear feet)
S16
Construction access
Temporary
Other
SG
Intermittent
Both
5
Average (feet)
47
(linear feet)
S17
Construction access
Temporary
Other
SG
Intermittent
Both
10
Average (feet)
36
(linear feet)
S1 8
Construction access
Temporary
Other
SF
Perennial
Both
44
Average (feet)
40
(linear feet)
S1g
Construction access
Temporary
Other
SE
Intermittent
Both
3
Average (feet)
20
(linear feet)
S20
Construction access
Temporary
Other
SD
Intermittent
Both
3
Average (feet)
41
(linear feet)
S21
Construction access
Temporary
Other
SC
Perennial
Both
22
Average (feet)
40
(linear feet)
$22
Construction access
Temporary
Other
SB
Perennial
Both
24
Average (feet)
42
(linear feet)
S23
Construction access
Temporary
Other
SB
Perennial
Both
28
Average (feet)
33
(linear feet)

S24
Construction access
Temporary
Other
SA
Perennial
Both
19
41
Average (feet)
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
0
3i. Total stream and ditch impacts:
768
3i. Total temporary stream impacts:
768
3j. Comments:
There are 389-linear feet of proposed temporary stream impacts for construction access in stream areas along the maintained right-of-way for the 48-
inch sewer pipe (Impact Numbers: S3, S4, S7, S8, S10, S12, S15, S16, S18, S19, S20, S21, S22 and S24). Temporary stream impacts in these areas
would be for pump -around and dewatering during removal of the aerial pipes and temporary bridgemats to be used for temporary stream crossings for
access. Following installation of the aerial pipe sections, temporarily impacted stream banks in the maintained right-of-way for the 48-inch sewer pipe
will be restored through regrading and seeding. Bioengineering techniques or the planting of deep-rooted native species is not proposed for the
streambanks in the 48-inch sewer pipe right-of-way since it will be maintained as low grasses for future access.
There are 379-linear feet of proposed temporary stream impacts for construction access in stream areas along the right-of-way for the 30-inch
abandoned sewer pipe (Impact Numbers: S1, S2, S5, S6, S9, S11, S13, S14, S17, S18, S21, S23 and S24). The temporary stream impacts in these
areas would be for pump -around and dewatering during removal of the aerial pipes, bank clearing, and temporary bridgemats to be used for
temporary stream crossings for access. Following the removal of the aerial pipe sections, temporarily impacted stream banks in the right-of-way for the
30-inch abandoned sewer pipe will be restored through regrading, seeding, woven coir fiber mat and live staking of deep-rooted native species.
The streambed in areas of all proposed temporary stream impacts will be restored to pre -project elevations and widths using natural stream bed
material. Temporary stream impacts would be in place for less than 90 days. There are a total of 768-linear feet of proposed temporary stream
impacts.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
r Neuse
r Catawba
r Goose Creek
r Other
r Tar -Pamlico
17 Randleman
r Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
B1 - Utility Lines
T
SV
No
2,102
1,339
B2 - Utility Lines
T
SN
No
2,331
1,382
B3 - Utility Lines
T
SS
No
1,816
1,211
B4 - Utility Lines
T
SL
No
2,031
1,338
B5 - Utility Lines
T
SK
No
2,047
1,719
B6 - Utility Lines
T
SJ
No
1,919
1,301
B7 - Utility Lines
T
SR
No
1,835
1,224
B8 - Utility Lines
T
SH
No
2,058
661
B9 - Utility Lines
T
SG
No
2,042
1,347
B10 - Utility Lines
T
SF
No
1,955
1,484
B11 - Utility Lines
T
SC
No
329
206
B12 - Utility Lines
T
SB
No
1,957
1,331
B13 - Utility Lines
T
SA
No
801
387
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Zone 1
23,223.00
Zone 1
0.00
Zone 1
Zone 2
14,930.00
Zone 2
0.00
Zone 2
23,223.00 14,930.00

New riparian buffer impacts are not proposed for the replacement of the 48-inch sewer pipe aerial sections. The riparian buffer impacts are
considered an Existing Use since vegetation is currently maintained along the right-of-way for the 48-inch sewer pipe and the pipe was installed before
the riparian buffer rules were promulgated. These areas are shown for reference on (Figures 7a through 7m).
There are 23,223-square feet of proposed temporary buffer impacts to Zone 1 and 14,930-square feet of proposed temporary buffer impacts to Zone
2. Temporary buffer impacts in these areas will be for construction access and land clearing along the right-of-way for the 30-inch abandoned sewer
pipe (Impact Numbers: B1 through B13). Following removal of the aerial pipe sections temporarily impacted buffer areas will be regraded, seeded and
allowed to revegetate naturally with woody species.
Temporary riparian buffer impacts would be in place for less than 90 days. There are a total of 38,153-square feet of proposed temporary buffer
impacts.
Supporting Documentation
Figure 7 Proposed Impacts Maps.pdf
5.98MB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed wetland, stream and buffer impacts have been kept to the minimum possible to allow the 48-inch pipe aerial sections replacement and
the 30-inch pipe aerial sections removal. The planned limits of disturbance for construction were reduced following the wetland delineation to reduce
potential impacts. The proposed impact amounts would be a maximum amount of potential impacts to the features. The actual construction efforts to
replace and remove the infrastructure will likely require less than the proposed totals. Actual land clearing will be the minimum necessary to access the
infrastructure. Temporary access corridors in wetlands, across stream channels and in stream buffers will be restricted to the minimum width
practicable and will not exceed 30 feet wide.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
In wetlands, across stream channels and in riparian buffers, stumps will be grubbed only as needed to replace or remove the sewer pipe, and
remaining stumps will be cut off at grade level. The general stripping of topsoil within wetlands along the construction corridor will be avoided. Heavy
equipment working in wetlands will be placed on mats to minimize soil disturbance and compaction. Work in wetlands will be limited to only what is
necessary to access the infrastructure. Wherever possible existing culverts will be used for access across streams along the 48-inch sewer pipe right
of way. Stream crossings will use temporary bridgemats wherever possible to limit stream bed and bank disturbance. Temporary culverts will only be
used in locations that temporary bridgemats are not feasible. Temporary bridgemats or culverts in streams will be installed so as not to restrict stream
flow or cause dis-equilibrium. All work in or adjacent to streams will be conducted so that the flowing stream does not come in contact with the
disturbed area. Temporary bridgemats or temporary culverts will be limited to only what is necessary to access the infrastructure. Vegetation in
disturbed riparian buffers outside of the permanent maintenance corridor will be allowed to regenerate. Riparian buffers outside of the permanent
maintenance corridor will not be maintained. There will be no change in pre -construction contours of waters of the United States. Erosion control
matting that incorporates plastic mesh and/or plastic twine will not be used along streambanks or within wetlands. All mechanized equipment operated
near surface waters shall be inspected and maintained regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or
other toxic materials. Construction shall be staged in order to minimize the exposure of equipment to surface waters to the maximum extent practicable.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
✓ Yes ( No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Mitigation is not proposed at present due to the limited nature of the proposed impacts. The proposed impacts will be the minimum necessary to replace and remove the sewer
infrastructure. Temporarily impacted wetland areas will be restored through regrading and seeding with native wetland seed mix in the maintained right-of-way. Areas outside of the
maintained right-of-way will also be allowed to revegetate naturally with woody species. Temporarily impacted stream areas will have the banks restored through regrading and seeding
in the maintained right-of-way. Areas outside of the maintained right-of-way will also have woven coir fiber mat and live staking of deep-rooted native species. The streambed in areas of
all proposed temporary stream impacts will be restored to pre -project elevations and widths using natural stream bed material. Temporarily impacted riparian buffer areas will be
restored through regrading, seeding and then alloying to revegetate naturally with woody species.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
( Yes r No
What type of SCM are you providing?
✓ Level Spreader
n Vegetated Conveyance (lower SHWT)
n Wetland Swale (higher SHWT)
n Other SCM that removes minimum 30% nitrogen
7 Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes f No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?

✓ Yes r No
Comments:
LG. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
✓ Yes r No
1b. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
✓ Yes ( No
Comments:*
NEPA/SEPA not required.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
✓ Yes t: No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes r: No
3b. If you answered "no," provide a short narrative description.
Project is designed to repair the existing sewer line and will not result in additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
✓ Yes ( No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
✓ Yes 6'
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
✓ Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
✓ Yes
5e. Is this a DOT project located within Division's 1-8?
✓ Yes P' No
( No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
(: Yes r No
5g. Does this project involve bridge maintenance or removal?
✓ Yes P' No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes (• No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
✓ Yes (' No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS IPAC report and species list July 7, 2020. Field survey July 8 and 9, 2020. USFWS concurrence letter August 26, 2020.
Consultation Documentation Upload
USFWS approval 20200826_LTRSNT_FWS_CDMSmith_RichlandCreekSewerOutfallAerialSewerPipeReplacement.pdf 163.78KB
6. Essential Fish Habitat (Corps Requirement)

6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA essential fish habitat mapper.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
✓ Yes ( No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NCSHPO Historic Properties Map
7c. Historic or Prehistoric Information Upload
NCHPO HPOWEB map.pdf 88.82KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
( Yes r No
8b. If yes, explain how project meets FEMA requirements:
The City is submitting Floodplain Development Permits to the City of High Point and Guilford County for this project. A No -Rise Certification has been
completed and concluded that the proposed aerial pipe replacement will not cause an adverse impact to special flood hazard areas.
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Richland Creek 401 PCN request_5_10_2021.pdf 12.52MB
Signature
*
I By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knoiMedge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Jason Hales
Signature
eZziew
Date
5/10/2021

Smith
Agent Authorization
Property/Site: Eastside Wastewater Treatment Plant
Address of Site: 5898 Riverdale Drive
Jamestown, NC 27262
Guilford County, North Carolina
Parcel Identification Number (PIN): 7739098043
Owner Information:
Name:
Address:
City of High Point CIO Terry Houk, Public Services Director
PO Box 230
High Point, NC 27261
Telephone Number: [phone]
Fax Number: [phone]
E-mail Address: terry.houk[a),highpointnc.gov
Property Owner Certification:
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (USAGE)
and/ or the North Carolina Division of Water Resources (NCDWR) to enter upon the property
herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal/State jurisdiction under
Section 404 and 401 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899. I also authorize CDM Smith to act in my behalf in the processing of this request and to
furnish supplemental information in support of this request, including stream/wetland matters in
coordination with the USACE an WR field verification d permit application:
r
Property Owner Signature:
Date: 10/12/20

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0 625 1,250
2,500
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Figure 3. USGS Topographic Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

E R
Legend
Project Study Area
EZZ Wetland
///
Perennial Stream
Intermittent Stream
Ephemeral Stream
GUILFORD COUNTY, NORTH CAROLINA — SHEET NUMBER 4
RANDOLPH COUNTY
Smith
0 625 1,250
2,500
Feet
Figure 4. USDA Soil Survey Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

Legend
Project Study Area
nLimits of Disturbance
Wetland
Perennial Stream
177 Intermittent Stream
r
Impacts
S20, S21 and B11
(Figure 7c)
Pigs
Impact S19
(Figure 7d)
Impacts
W14, W15,
S18 and B10
(Figure 7e)
Impacts
W16, S22, -• Impacts
S23 and B12 W13, S14, S15, S16,
(Figure 7b) 4 S17, B8 and B9
(Figure 7f)
Impacts
S10, S11 and B6
(Figure 7h)
Impacts
W10, W11, W12,
S12, S13 and B7
(Figure 7g)
Impacts
W7, S5 and B3
(Figure 7j)
RSLSS 'WS
S'r
Iry
Impacts
W8, W9, S6, S7,
S8, S9, B4 and B5
(Figure 7i)
Impacts
W3, W4, W5, S1,
S2, S3, B1 and B2
(Figure 71)
,4R7(
WV S,
WZ
SV W -
SO
Impacts
W1 and W2
(Figure 7m)
Smith
0 625 1,250
2,500
Feet
Figure 7. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

f /1
Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
1772 Intermittent Stream
— Stream Buffers
Temporary Wetland Impacts
Forested
Emergent
Temporary Stream Impacts
MI Perennial
Intermittent
Temporary Buffer Impacts
AU Zone 1
1 I Zone 2
Existing Buffer Impacts
Zone 1
Zone 2
1 1
Smith
FP141111111;11
411144
0 25 50
100
Feet
Figure 7a. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

1 1
Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
1772 Intermittent Stream
Stream Buffers
Temporary Wetland Impacts
f /1
Forested
Emergent
Temporary Stream Impacts
Perennial
Intermittent
Temporary Buffer Impacts
IM Zone 1
Zone 2
1 1
Existing Buffer Impacts
Zone 1
Zone 2
Smith
0 25 50
100
Feet
Figure 7b. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

1 1
Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
1772 Intermittent Stream
Stream Buffers
Temporary Wetland Impacts
f /1
Forested
Emergent
Temporary Stream Impacts
Perennial
Intermittent
Temporary Buffer Impacts
IM Zone 1
Zone 2
1 1
Existing Buffer Impacts
Zone 1
Zone 2
Smith
0 25 50
100
Feet
Figure 7c. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
Intermittent Stream
Stream Buffers
Temporary Wetland Impacts
Forested
Emergent
Temporary Stream Impacts
MU Perennial
Intermittent
Temporary Buffer Impacts
II Zone 1
Zone 2
I I
Existing Buffer Impacts
Zone 1
Zone 2
•
Smith
0 25 50
100
Feet
Figure 7d. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

Legend
= Project Study Area
Limits of Disturbance
I Wetland
Perennial Stream
1772 Intermittent Stream
Stream Buffers
Temporary Wetland Impacts
I Forested
Emergent
Temporary Stream Impacts
Perennial
Intermittent
I I
Temporary Buffer Impacts
IM Zone 1
Zone 2
I I
Existing Buffer Impacts
Zone 1
Zone 2
Smith
0 25 50
100
Feet
Figure 7e. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

1 1
Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
1772 Intermittent Stream
Stream Buffers
Temporary Wetland Impacts
f /1
Forested
Emergent
Temporary Stream Impacts
Perennial
Intermittent
Temporary Buffer Impacts
IM Zone 1
Zone 2
1 1
Existing Buffer Impacts
Zone 1
Zone 2
Smith
0 25 50
100
Feet
Figure 7f. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
1772 Intermittent Stream
— Stream Buffers
Temporary Wetland Impacts
Forested
Emergent
Temporary Stream Impacts
MI Perennial
Intermittent
Temporary Buffer Impacts
AU Zone 1
1 I Zone 2
Existing Buffer Impacts
Zone 1
Zone 2
f /1
1 1
Smith
0 25 50
100
Feet
Figure 7g. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
1772 Intermittent Stream
— Stream Buffers
Temporary Wetland Impacts
Forested
Emergent
Temporary Stream Impacts
MI Perennial
Intermittent
Temporary Buffer Impacts
AU Zone 1
1 I Zone 2
Existing Buffer Impacts
Zone 1
Zone 2
f /1
1 1
Smith
0 25 50
100
Feet
Figure 7h. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
1772 Intermittent Stream
— Stream Buffers
Temporary Wetland Impacts
Forested
Emergent
Temporary Stream Impacts
MI Perennial
Intermittent
Temporary Buffer Impacts
AU Zone 1
1 I Zone 2
Existing Buffer Impacts
Zone 1
Zone 2
f /1
Smith
0 25 50
100
Feet
Figure 7i. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

1 1
Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
1772 Intermittent Stream
Stream Buffers
Temporary Wetland Impacts
f /1
Forested
Emergent
Temporary Stream Impacts
Perennial
Intermittent
Temporary Buffer Impacts
IM Zone 1
Zone 2
1 1
Existing Buffer Impacts
Zone 1
Zone 2
Smith
411144
0 25 50
100
Feet
Figure 7j. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
Intermittent Stream
Stream Buffers
Temporary Wetland Impacts
Forested
Emergent
Temporary Stream Impacts
MU Perennial
Intermittent
Temporary Buffer Impacts
II Zone 1
Zone 2
I I
Existing Buffer Impacts
Zone 1
Zone 2
Smith
0 25 50
100
Feet
Figure 7k. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

f /1
Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
1772 Intermittent Stream
— Stream Buffers
Temporary Wetland Impacts
Forested
Emergent
Temporary Stream Impacts
MI Perennial
Intermittent
Temporary Buffer Impacts
AU Zone 1
1 I Zone 2
Existing Buffer Impacts
Zone 1
Zone 2
1 1
Smith
11141111111
Fel"
411144
0 25 50
100
Feet
Figure 71. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

Legend
Project Study Area
Limits of Disturbance
Wetland
Perennial Stream
Intermittent Stream
Stream Buffers
Temporary Wetland Impacts
Forested
Emergent
Temporary Stream Impacts
MU Perennial
Intermittent
Temporary Buffer Impacts
II Zone 1
Zone 2
I I
Existing Buffer Impacts
Zone 1
Zone 2
•
+Fyyn�.
fi=
Smith
0 25 50
100
Feet
Figure 7m. Proposed Impacts Map
Richland Creek Aerial Sewer Pipe Replacement
Guilford County, North Carolina
CDM Project No. 243812

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
551-F Pylon Drive
Raleigh, North Carolina 27606
August 26, 2020
Jason Hales
CDM Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Re: Richland Creek Sewer Outfall Aerial Sewer Pipe Replacement— Guilford County
Dear Mr. Hales:
This letter is to inform you that the Service has established an on-line project planning and
consultation process which assists developers and consultants in determining whether a
federally -listed species or designated critical habitat may be affected by aproposed project. For
future projects, please visit the Raleigh Field Office's project planning website at
https://www.fws.gov/raleigh/pp.html. If you are only searching for a list of species that may be
present in the project's Action Area, then you may use the Service's Information, Planning, and
Consultation System (IPaC) website to determine if any listed, proposed, or candidate species
may be present in the Action Area and generate a species list. The IPaC website may be viewed
at https://ecos.fws.gov/ipac/. The IPaC web site contains a complete and frequently updated list
of all endangered and threatened species protected by the provisions of the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.)(Act), a list of federal species of concerns that
are known to occur in each county in North Carolina, and other resources.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
1 The term "federal species of concern" refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation
does not necessarily imply that the species will eventually be proposed for listing as a federally endangered or
threatened species. However, we recommend that all practicable measures be taken to avoid or minimize adverse
impacts to federal species of concern.

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above -referenced project, we offer the following remarks Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally -listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down -gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.

We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact John Ellis of this office at
[phone] ext. 26.
Sincerely,
C&J. -Cr
Pete : e amin
Field Supervisor

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RALEIGH, NC 27612
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NC License Number F-1255
PROJECT LOCATION
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PROJECT NUMBER: 119145-243812

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DEMOLITION PLAN 48" WSP AERIAL SEGMENT 1
AND ABANDONED 30" CI SEGMENT Al
DM-2
DEMOLITION PLAN 48" WSP AERIAL SEGMENT 2
DM-2A
DEMOLITION PLAN 48" WSP AERIAL SEGMENT 2
DM-3
DEMOLITION PLAN 48" WSP AERIAL SEGMENTS 3 AND 4
DM-4
DEMOLITION PLAN 48" WSP AERIAL SEGMENTS 4 AND 5
DM-5
DEMOLITION PLAN 48" WSP AERIAL SEGMENTS 6 AND 7
DM-6
DEMOLITION PLAN 48" WSP AERIAL SEGMENTS 8 AND 9
DM-7
DEMOLITION PLAN 48" WSP AERIAL SEGMENTS 10 AND
11 AND ABANDONED 30" CI SEGMENT All
DM-8
DEMOLITION PLAN 48" WSP AERIAL SEGMENTS 12 AND 13
DM-9
DEMOLITION PLAN 48" WSP AERIAL SEGMENTS 14 AND 15
DM-10
DEMOLITION PLAN 48" WSP AERIAL SEGMENT 16
DM-11
DEMOLITION PLAN ABANDONED 30" CI SEGMENTS A2 AND A3
DM-12
DEMOLITION PLAN ABANDONED 30" CI SEGMENTS A4 AND A5
DM-13
DEMOLITION PLAN ABANDONED 30" CI SEGMENTS A6 AND A7
DM-14
DEMOLITION PLAN ABANDONED 30" CI SEGMENTS A8 AND A9
DM-15
DEMOLITION PLAN ABANDONED 30" CI SEGMENTS A10 AND A13
DM-16
DEMOLITION PLAN ABANDONED 30" CI SEGMENTS A14 AND A15
DM-17
DEMOLITION PLAN ABANDONED 30" CI SEGMENT A16
CIVIL
C-1
AERIAL SEGMENT 1
C-2
AERIAL SEGMENT 2
C-2A
AERIAL SEGMENT 2
C-2B
AERIAL SEGMENT 2
C-2C
AERIAL SEGMENT 2
C-3
AERIAL SEGMENT 3
C-4
AERIAL SEGMENT 4
C-4A
AERIAL SEGMENT 4
C-5
AERIAL SEGMENT 5
C-6
AERIAL SEGMENT 6
C-7
AERIAL SEGMENT 7
C-8
AERIAL SEGMENT 8
C-9
AERIAL SEGMENT 9
C-10
AERIAL SEGMENT 10
C-11
AERIAL SEGMENT 11
C-12
AERIAL SEGMENT 12
C-13
AERIAL SEGMENT 13
C-14
AERIAL SEGMENT 14
C-15
AERIAL SEGMENT 15
C-16
AERIAL SEGMENT 16
C-101
SEDIMENT AND EROSION CONTROL PLAN
C-102
SEDIMENT AND EROSION CONTROL PLAN
C-103
SEDIMENT AND EROSION CONTROL PLAN
C-104
SEDIMENT AND EROSION CONTROL PLAN
C-105
SEDIMENT AND EROSION CONTROL PLAN
C-106
SEDIMENT AND EROSION CONTROL PLAN
TITLE
SHEET
NO.
CD-1
CIVIL DETAILS
CD-2
CIVIL DETAILS
CD-3
CIVIL DETAILS
CD-4
SEEDING REQUIREMENTS
CD-5
GROUND STABILIZATION AND MATERIALS HANDLING
CD-6
NCG01 SELF -INSPECTION RECORD KEEPING AND REPORTING
CD-7
EROSION CONTROL DETAILS
CD-8
EROSION CONTROL DETAILS
CD-9
PHOTO OF TYPICAL ABANDONED AERIAL SEGMENT FEATURES
CD-10
TRAFFIC CONTROL DETAILS
STRUCTURAL
S-1
GENERAL STRUCTURAL NOTES AND ABBREVIATIONS
SD-1
REPAIR NOTES AND DETAILS
SD-2
STEEL FRAMING DETAILS
ABBREVIATIONS/ACRONYMS
GENERAL
ACTUAL CUBIC FEET PER MINUTE ACFM
ABOVE GROUND AG
ALSO KNOWN AS AKA
APPROXIMATE APPROX.
ASPHALT ASP
BARBED WIRE FENCE BWF
BENCH MARK B.M.
BETWEEN BTWN.
BELOW GROUND BG
BOLT CIRCLE B.C.
BOTTOM B
BUILDING BLDG.
BUSINESS SIGN BS
CATCH BASIN CB
CENTER LINE Q
CENTER TO CENTER C.C., C/C
CHAIN LINK FENCE CLF
COMBINED GRID FACTOR CGF
CONCRETE CONC.
COUPLING CPLG
CUBIC FEET CU. FT.
CUBIC FEET PER MINUTE CFM
DEED/DOCUMENT BOOK DB
DIAGONAL DIAG.
DIAMETER DIA., DIAM.
DIMENSION DIM.
DRAWING DWG.
DRIVEWAY D/W
DOWNWARD DN
DUCTILE IRON PIPE DIP
EACH EA.
EASEMENT ESMT
EAST E
EDGE OF PAVEMENT EOP
ELEVATION EL., ELEV.
EXPANSION EXP
EXISTING EX.
EXISTING CONCRETE PIER ECP
EXISTING P-K NAIL EPK
FEET FT
FINISH FIN.
FLANGED STEEL PIPE FSP
FLOODPLAIN FLDPLN
FLUSH FL
GALVANIZED GALV
GRAVEL GR
MH I.D PREFIX NUMBERS HP=
HIGH H.
HORIZONTAL ELLIPTICAL HE
HORIZONTAL HORIZ
HIGH POINT H.P.
INCHES IN.
INSIDE DIAMETER I.D.
INVERT INV
INVERT ELEVATION IE
JOINT JT
LIMITS OF DISTURBANCE LOD
LINEAR FEET LF
LOW POINT L.P.
LOW WATER LEVEL LWL
MANUFACTURE MFG.
MATERIAL MTL., MAT'L
MAXIMUM MAX.
MINIMUM BUILDING LINE MBL
MECHANICAL MECH.
METAL MET.
MILLION GALLON MG
MILLION GALLONS PER DAY MGD
MINIMUM MIN.
NOMINAL NOM.
NORTH N.
NORTH AMERICAN DATUM NAD
NORTH AMERICAN VERTICAL DATUM NVD
NATIONAL SPATIAL REFERENCE SYSTEM NSRS
NOT TO SCALE N.T.S.
NUMBER NO.
OVERHEAD ELECTRIC OHE
OVERHEAD POWER LINE OHP
OVERHEAD TRANSMISSION LINE OHT
OVERHEAD UTILITY
ON CENTER
OPENING
OPPOSITE
OR EQUAL
OUTSIDE DIAMETER
PAVEMENT
PAGE
PARCEL IDENTIFICATION NUMBER
OHU
0.C.
OPNG.
OPP.
0/E.
O.D.
PAV'T
PG
PIN
GENERAL (CONT'D)
PERMANENT ACCESS EASEMENT PAE
PLATE PL.
POINT PT.
POINT OF BEGINNING POB
POUND LB.
POTABLE WATER PW
POUNDS PER SQUARE FOOT PSI
POWER POLE PP
POUNDS PER SQUARE INCH PSI
PROPERTY LINE P/L
PUBLIC UTILITY EASEMENT PUE
RADIUS RAD., R.
REQUIRED REQ'D
REINFORCEMENTS REINF.
RIGHT OF WAY R/W
PIPE I.D PREFIX NUMBERS S=
SANITARY SEWER SS
SECTION SEC.
SEWER MANHOLE SMH
SHEET SH., SHT.
SOUTH S.
SQUARE SQ.
STAINLESS STEEL SST
S DAR D STD
STEEL STL.
SYMMETRICAL SYMM.
TEMPORARY CONSTRUCTION EASEMENT TCE
TOP T
THICK THK
TOP OF BANK TOB
TOP OF CONDUIT T.O.C.
TYPICAL TYP.
TEMPORARY TEMP.
THREADED THD.
UNLESS OTHERWISE NOTED UON
UTILITY EASEMENT U.E.
VERTICAL VERT.
VOLT V.
WATER H2O
WATER LEVEL W.L.
WATER LINE W
WEATHERPROOF WPF.
WEST W.
WITH W/
WASTEWATER FACILITY WWF
YARD INLET YI
PIPE
CAST IRON PIPE CI
CORRUGATED PLASTIC PIPE CPP
CORRUGATED METAL PIPE CMP
DUCTILE IRON PIPE DIP
DUCTILE IRON DI
FLANGE FLG
GALVANIZED STEEL PIPE GSP
MECHANICAL JOINT MJ
HIGH DENSITY POLYETHYLENE HOPE
POLYVINYLCHLORIDE PVC
REINFORCED CONCRETE PIPE RCP
RESTRAINED JOINT RJ
SLIP-ON JOINT SJ
STEEL PIPE SP
SANITARY SEWER SS
VITRIFIED CLAY VC
WELDED STEEL PIPE WSP
VALVES. FITTINGS. ETC.
ACCESS MANWAY AM
BLIND FLANGE BF
BURIED GEAR OPERATOR BO
CLEANOUT CO
EXPANSION JOINT EXJ
FIRE HYDRANT FH
FITTINGS FTG
FLANGED FLG
FLANGED ADAPTER FA
FLEXIBLE COUPLING FC
KNEE BRACES KB
MECHANICAL COUPLING MC
MECHANICAL JOINT PLUG MJP
RING GIRDERS RG
TRANSITION COUPLING TC
VICTAULIC COUPLING (GROOVED ENDS) VC (G)
VICTAULIC COUPLING (SHOULDERED ENDS) VC (S)
WATER LEVEL W.L.
WELD LAP JOINTS WLJ
WELD BUTT JOINTS WBJ
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DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY -
DRAWN BY.
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY.
DATE.
E. DUDLEY
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
INDEX AND
ABBREVIATIONS
PROJECT NO. 119145-243812
FILE NAME: G001 NXSH.DWG
SHEET NO.
G-1
41
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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GENERAL NOTES:
1. WARNING! SEWERS HAVE TOXIC AND EXPLOSIVE GASES AND ARE SUBJECT TO RAPID SURCHARGE. USE
CONFINED SPACE ENTRY PROCEDURES.
2. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE
NATURE AND EXTENT OF CONDITIONS WHICH WILL BE ENCOUNTERED DURING THE COURSE OF WORK.
ACTUAL CONDITIONS MAY DEVIATE FROM THE INFORMATION SHOWN IN PROJECT DOCUMENTS. CONTRACTOR
SHALL NOT HOLD OWNER OR ENGINEER RESPONSIBLE FOR ANY SUCH DEVIATIONS. EXISTING UTILITIES AND
STRUCTURES SHOWN IN PROJECT DOCUMENTS MAY NOT REFLECT AN ACCURATE/COMPLETE REPRESENTATION
OF ACTUAL CONDITIONS. THE PROJECT DRAWINGS DO NOT CLAIM TO SHOW ALL EXISTING UTILITIES AND
FEATURES. ALL CONTRACTORS ARE DIRECTED PRIOR TO BIDDING TO CONDUCT WHATEVER INVESTIGATION
THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS
THAT WILL BE ENCOUNTERED AND UPON WHICH THEIR BIDS WILL BE BASED.
3. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE
SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE
PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY THE
LOCATIONS, ELEVATIONS, AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL VERIFY THE EXISTENCE AND ACCURACY OF BENCHMARKS AND CONTROL DATA PROVIDED
ON THE DRAWINGS. PRIOR TO INITIATING CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER IF
DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ANY TEMPORARY STORM WATER CONTROL
MEASURES DURING CONSTRUCTION
5. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR ENGINEER PRIOR TO EXCAVATING WITHIN THE
DRIPLINE OF ANY TREE. TREES WITHIN THE SANITARY SEWER PUE SHALL BE REMOVED AS NEEDED FOR
CONSTRUCTION. CONTRACTOR SHALL GET APPROVAL FROM OWNER OR ENGINEER PRIOR TO REMOVING ANY
TREES OUTSIDE THE PUE AND WITHIN THE LOD.
6. AT ALL UTILITY CROSSINGS, CONTRACTOR SHALL SUPPORT AND MAINTAIN EXISTING UTILITY SERVICE OR
REPLACE EXISTING UTILITY AS NEEDED. BYPASS PUMPING AND/OR COORDINATION WITH UTILITY OWNER
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
7. CONTRACTOR SHALL CONTACT NC ONE CALL AT 811 TO LOCATE UTILITIES IN THE AREA PRIOR TO ANY
EXCAVATION. ALL EXISTING UTILITIES ARE NOT SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE
FOR LOCATING AND PROTECTING EXISTING UTILITIES, WHETHER SHOWN OR NOT, AND REPAIRING ALL DAMAGE
TO UTILITIES.
8. THE TOPOGRAPHIC SURVEY WAS COMPLETED BY DAVIS-MARTIN-POWELL & ASSOCIATES (DMP), PROJECT
NUMBER 200100, DATED AUGUST 2020. EXISTING SEWER EASEMENT SURVEY COMPLETED BY DMP, PROJECT
NUMBER 120033, DATED SEPT 2012. CONTACT SHERRI MEYERS 336-886-4821 X476. SURVEY
HORIZONTAL COORDINATE SYSTEM NAD83 (2011) AND VERTICAL COORDINATE SYSTEM NAVD 88.
CONTRACTOR TO VERIFY.
9. DISTURBANCE SHALL BE LIMITED TO THE EXISTING ROAD RIGHTS -OF -WAY FOR WHICH ENCROACHMENTS
HAVE BEEN OBTAINED OR EXISTING CITY OF HIGH POINT PERMANENT EASEMENTS.
10. EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED AT ALL WORK SITES AND STAGING
AREAS. CONTRACTOR SHALL FOLLOW ALL LOCAL REGULATIONS REGARDING THE WORK, INCLUDING KEEPING
MUD, DIRT, AND DEBRIS OFF OF PUBLIC OR PRIVATE ROADS AND PRIVATE ENTRANCES, AND REHABILITATING
STAGING, STORAGE, OR STOCKPILING AREAS TO EQUAL OR BETTER THAN EXISTING CONDITION. IF
ADDITIONAL STAGING OR STOCKPILING AREA IS NEEDED, A REVISED SEDIMENT AND EROSION CONTROL
PERMIT WILL BE REQUIRED AND IS THE RESPONSIBILITY OF THE CONTRACTOR.
11. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO CLEARING OR PERFORMING
EXCAVATION IN ANY AREA, MAINTAINED DURING WORK, AND REMOVED WHEN WORK IS COMPLETED. SEDIMENT
AND EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARD
DETAILS.
12. THE CONTRACTOR SHALL ADHERE TO ALL OSHA, NCDOT AND CITY OF HIGH POINT REQUIREMENTS
CONCERNING TRENCH SHEETING, SHORING, OR BRACING DURING ALL TRENCH EXCAVATION.
13. EXISTING UTILITIES, MANHOLES AND UTILITY STRUCTURES SHALL BE COMPLETELY REMOVED AS SHOWN ON
THE DEMOLITION DRAWINGS OF THE INDIVIDUAL SETS.
14. IT IS THE CONTRACTOR€ RESPONSIBILITY TO ENSURE OPEN ENDS OF PIPE AND OPEN EXCAVATIONS,
VAULTS AND MANHOLES ARE SECURE TO PREVENT PERSONAL INJURY, WILDLIFE ENTRY, OR WEATHER
IMPACTS AT THE END OF EACH WORKING DAY AND DURING WORK STOPPAGES EXCEEDING ONE HOUR.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT OCCUR DURING CONSTRUCTION
AND ASSOCIATED FINES FROM STATE REGULATORY AGENCIES. CONTRACTOR IS REQUIRED TO HAVE PUMP(S)
AVAILABLE AT ALL TIMES IN CASE OF AN ACCIDENTAL SPILL OR EXISTING SEWER DAMAGE. THE CONTRACTOR
SHALL NOTIFY THE CONSTRUCTION MANAGER, OWNER, AND ENGINEER IMMEDIATELY IN THE EVENT OF A
SPILL.
16. ANY PUBLIC LAND CORNER, PROPERTY MONUMENT, OR BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION
SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED OR DESTROYED SHALL BE
RESET BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NC, AT NO ADDITIONAL COST
TO OWNER.
17. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY REGARDING ANY CONFLICTS THAT ARISE
DURING CONSTRUCTION OF WORK SHOWN ON THE DRAWINGS.
18. THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS.
19. FOR ALL TIE-IN PIPING, CROSSINGS, OR VALVES, CONTRACTOR SHALL VERIFY ALL EXISTING PIPELINE
ELEVATIONS, LOCATIONS, DIAMETERS, AND MATERIALS PRIOR TO SHOP DRAWING SUBMITTALS, NOTIFYING THE
ENGINEER OF ANY CONFLICTS.
20. CONTRACTOR SHALL PROTECT OR REPLACE NCDOT RIGHT-OF-WAY MARKERS OR MONUMENTS PER NCDOT
806.01.
21. WHEN EXCAVATED MATERIALS ARE PLACED ON ROADWAY SURFACES, THE CONTRACTOR SHALL PLACE SAND
OR STONE SCREENINGS UNDERNEATH THE EXCAVATED MATERIALS.
22. CONTRACTOR SHALL MAINTAIN AN ACCESS CORRIDOR THROUGH THE WORK AREA FOR RESIDENTIAL TRAFFIC
AND EMERGENCY VEHICLES AT ALL TIMES.
23. ANY SHAFTS OR NON-COMMERCIAL SHORING SYSTEMS SHALL BE DESIGNED AND SEALED BY THE
CONTRACTOR'S NC PE AND SUBMITTED TO AND REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION.
24. PRIOR TO STARTING WORK IN AREAS OF DIVERSION OR ABANDONMENT, SCHEDULE AND SEQUENCE OF
OPERATIONS TO DIVERT WASTEWATER FLOWS AND ABANDON EXISTING SEWERS SHALL BE SUBMITTED FOR
REVIEW AND APPROVAL BY OWNER AND ENGINEER.
25. THE CONTRACTOR SHALL INSTALL ORANGE CONSTRUCTION BARRIER FENCE ALONG THE OUTSIDE EDGE OF
ROAD RIGHTS -OF -WAY AND PROJECT BOUNDARIES TO ESTABLISH THE CONSTRUCTION BOUNDARIES. THIS
FENCE SHALL BE INSTALLED ON BOTH SIDES OF THE WORK AREA ALONG THE LENGTH OF THE PROJECT
AREA, AND THE CONTRACTOR SHALL NOT PERFORM ANY ACTIVITIES OUTSIDE OF THE CONSTRUCTION
BOUNDARIES.
26. ALL UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE UNLESS VERIFIED.
27. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES TO TEMPORARILY SECURE, TEMPORARILY
RELOCATE, OR PERMANENTLY RELOCATE PRIVATE UTILITIES AS REQUIRED TO PERFORM THE WORK.
28. EXISTING 48-INCH AERIAL PIPE SEGMENT WALL THICKNESS IS APPROXIMATELY 1/4-INCH.
29. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF RESIDUAL MATERIAL COLLECTED FROM EXISTING
PIPE DURING DEMOLITION PREPARATION.
30. THE EXISTING BURIED 48" SEWER HAS COVER FROM SEVERAL INCHES TO A FEW FEET IN MOST LOCATIONS.
CONTRACTOR SHALL AVOID CROSSING THE BURIED SEWER WITH HEAVY EQUIPMENT AS MUCH AS POSSIBLE.
IF CROSSING THE BURIED SEWER IS REQUIRED, CONTRACTOR SHALL TAKE MEASURES NECESSARY TO
PROTECT THE PIPE FROM DAMAGE. FIELD LOCATE EXISTING BURIED SEWER IN AREAS WHERE EQUIPMENT
WILL NEED TO CROSS OVER.
31. CONTRACTOR TO COORDINATE TRAFFIC CONTROL WITH NCDOT.
PIPE AND FITTING SYMBOL NOTES:
1) UNLESS MODIFIED BY THE GENERAL PROJECT NOTES OR DETAILED ON THE LAYOUT AND SCHEMATIC
DRAWINGS, PIPE AND FITTING JOINT REQUIREMENTS FOR THE VARIOUS PIPE MATERIALS ARE DEFINED
IN THE SPECIFICATIONS.
CONSTRUCTION SEQUENCE NOTES:
1. OBTAIN EROSION AND SEDIMENT CONTROL PLAN APPROVAL AND OTHER APPLICABLE
PERMITS.
2. NOTIFY ALL INTERESTED PARTIES FOR PRE -CONSTRUCTION CONFERENCE.
3. NOTIFY THE WINSTON-SALEM REGIONAL OFFICE AT 336-776-9797 AT LEAST ONE
WEEK PRIOR TO THE BEGINNING OF CONSTRUCTION.
4. KEEP A COPY OF THE EROSION AND SEDIMENTATION CONTROL PERMIT, APPROVED
PLANS, AND THE NCG010000 COC AT THE SITE IN AN ACCESSIBLE PERMITS BOX
THROUGHOUT THE CONSTRUCTION DURATION.
5. REVIEW THE LIMITS OF DISTURBANCE (LOD) AS SHOWN ON THE PLANS AND LIMIT
WORK AREAS TO BE WITHIN THE LOD.
6. ESTABLISH TEMPORARY CONSTRUCTION ENTRANCES.
7. INSTALL APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS
DIRECTED IN THE APPROVED PLAN.
8. FINISH MOBILIZING EQUIPMENT TO BE USED FOR CONSTRUCTION.
9. CONDUCT CONSTRUCTION AND RELATED WORK IN PROJECT AREA, MEETING
REQUIREMENTS IN SPECIFICATIONS REGARDING LENGTH OF PIPELINE CORRIDOR THAT
MAY BE WORKED ON AT ONE TIME.
10. TRANSPORT EXCESS MATERIAL OFF SITE TO A PERMITTED FACILITY (LANDFILL) FOR
DISPOSAL.
11. PROVIDE PERMANENT STABILIZATION OF ALL AREAS IN ACCORDANCE WITH THE TIME
FRAME GUIDELINES SPECIFIED IN NCG010000. ESTABLISH GROUND COVER WITHIN TIME
FRAMES REQUIRED ON SHEET CD-5.
12. INSPECT ALL EROSION AND SEDIMENTATION CONTROL PRACTICES ONCE PER WEEK.
PLEASE SEE SHEET CD-6 PART III SECTION A FOR REQUIRED SELF INSPECTION
SCHEDULE.
13. MAINTAIN RECORDS ON SITE USING STORMWATER INSPECTION MONITORING FORMS
TITLED •fNSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER
GENERAL PERMIT NCG010000 AND SELF -INSPECTION RECORDS FOR LAND DISTURBING
ACTIVITIES PER G.S. 113A-54.1•• FROM DEMLR.
14. CONVERT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES TO PERMANENT DRIVEWAY
ENTRANCES (WHERE INDICATED ON THE PLANS) AND STABILIZE ANY AREAS DISTURBED
AS PART OF THE FINAL WORK.
15. CONTACT THE WINSTON-SALEM REGIONAL OFFICE AT 336-776-9797 UPON PROJECT
COMPLETION AND ESTABLISHMENT OF PERMANENT GROUND COVER FOR PROJECT
CLOSEOUT. AFTER INSPECTION, SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
(ENOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE ENOT
HAS BEEN SUBMITTED.
16. AFTER SITE IS STABILIZED, REMOVE AND DISPOSE OF ALL TEMPORARY EROSION
CONTROL MEASURES.
17. CLEANUP AND DEMOBILIZATION.
DUKE ENERGY NOTES:
1. THE CONTRACTOR SHALL MAINTAIN AT LEAST 15' CLEARANCE FROM OVERHEAD
POWERLINES UP TO 100 kV. GREATER CLEARANCE IS REQUIRED FOR
HIGHER -VOLTAGE POWER LINES.
2. CONTACT DUKE ENERGY AT 800.777.9898 AT LEAST 3 WORKING DAYS BEFORE
BEGINNING WORK NEAR OVERHEAD POWER LINES AND EQUIPMENT SO SAFETY
RECOMMENDATIONS CAN BE MADE.
3. THE CONTRACTOR SHALL NOT STAGE ANY EQUIPMENT OR STORE ANY MATERIALS OR
STRUCTURES WITHIN OVERHEAD UTILITY EASEMENTS.
4. ASSUME ALL OVERHEAD LINES ARE ENERGIZED.
5. TEMPORARY ACCESS THROUGH OVERHEAD EASEMENTS IS ALLOWED WITH THE ACCESS
RUNNING PERPENDICULAR TO THE EASEMENT AS MUCH AS POSSIBLE. EROSION
CONTROL DEVICES MAY NOT BLOCK THE ENTIRE EASEMENT.
6. NO GRADING (CUTS OR FILLS) IN THE EASEMENT CLOSER THAN 25' FROM
TRANSMISSION FACILITIES (POLES, TOWERS, GUYS & ANCHORS OR SLOPES >4:1).
7. NO PARKING OR LIGHTING FACILITIES ALLOWED WITHIN THE OVERHEAD EASEMENT.
8. DO NOT OPERATE ANY EQUIPMENT WITHIN 25' OF POLE TOWERS, AND OTHER
ELECTRICAL STRUCTURES INCLUDING GUY ANCHORS.
9. CONTACT ETHAN PARDUE AT 336-526-2524 PRIOR TO START OF PROJECT TO ATTEND
PRE -CONSTRUCTION MEETING.
45° FROM
DIRECTION OF
SECTION VIEW.
SECTION LINE
THIS SYMBOLOGY TO BE
USED FOR SHORT SECTION
CUTS ONLY.
SECTION NUMBER
SHEET WHERE SECTION IS LOCATED
IF THE SECTION IS SHOWN ON THE
SAME SHEET IT IS CUT, THE SHEET
NUMBER SHOULD BE REPLACED
WITH A DASH.
DETAIL CALL OUT SYMBOLS
DETAIL LETTER
LEADER LINE
SHEET WHERE DETAIL
IS LOCATED
IF MULTIPLE DETAILS REFER TO THE SAME AREA OF
THE DRAWING, THE BUBBLES SHOULD BE STACKED
SIDE BY SIDE.
DRAWING. SECTION AND DETAIL TITLES
SUBTITLE OR DESCRIPTION (AS REQ'D)
PLAN
1/4" = 1'-0"
SECTION NUMBER
SHEET WHERE CUT IS
TAKEN
IF SECTION OR DETAIL IS DRAWN
ON THE SAME SHEET THAT IT IS
TAKEN FROM, REPLACE THE SHEET
NUMBER WITH A DASH. IF THE
SECTION IS REFERENCED ON
MULTIPLE SHEETS, THE SHEET NUMBER
SHOWN SHOULD INDICATE THE FIRST
SHEET THE SECTION IS TAKEN FROM.
SHEET WHERE DETAIL IS
TAKEN
24 "" CMP
UT
PUE
UT
PUE
UT
720 -
ViraiVaiVaiVaiVaiVairaird
100-YR FLDPLN
x
PROPOSED
48" SANITARY SEWER
30" SANITARY SEWER
CULVERTS
PUBLIC UTILITY EASEMENT
UNDERGROUND TELEPHONE
PROPERTY LINE
RIGHT OF WAY
MINOR CONTOUR
MAJOR CONTOUR
EXISTING TREELINE
FENCE LINE
ACCESS PATH
WETLAND BOUNDARY
GRAVEL DRIVE
RIP RAP
KNEE BRACE
STREAM TOP OF BANK
OVERHEAD POWER LINE
ROAD CENTER LINE
POWERLINE EASEMENT
100-YEAR FLOODPLAIN
SANITARY SEWER MANHOLE
TRANSMISSION TOWER
LOD
TCE
•
LOD
TCE
LOD
TCE
TCE/LOD
PE
PUE
441
TCE/LOD
PE
PUE
PE
SANITARY SEWER PIPE
SANITARY SEWER MANHOLE
EXPANSION JOINT
LIMITS OF DISTURBANCE
TEMPORARY CONSTRUCTION EASEMENT
STREAM BUFFER
SILT FENCE
TEMPORARY CONSTRUCTION EASEMENT/LIMITS OF DISTURBANCE
FLOW ARROW
PUBLIC UTILITY EASEMENT
PERMANENT ACCESS EASEMENT
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_817'3, / 71761 wAu I68 .c
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4u/l' /202i
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY -
DRAWN BY•
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY•
DATE•
E. DUDLEY
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
SYMBOLS AND
GENERAL NOTES
PROJECT NO. 119145-243812
FILE NAME: GOO2SYMB.DWG
SHEET NO.
G-2
41
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31 -4B E2-8EB1 -83A009F98053
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E=1713424.26
ELEV=753.28
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N=801968.89
E=1718301.16
ELEV=732.08
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DM-15
C-14
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N=801414.40
E=1717315.82
ELEV=728.92
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N=802049.63
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ELEV=745.79 Qv
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N=801691.46
E=1718887.99
ELEV=734.00
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N=801654.11
E=1718950.15
ELEV=747.41
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2
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N=800968.92
E=1720934.21
ELEV=723.90
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N=800599.09
E=1723037.94
ELEV=741.65
.6)
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C-104
C-8
C-103
INSTALL DOGHOUSE
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(EXISTING PIPE INVERT
APPR❑XIMATELY 8 FT.
BELOW GROUND SURFACE)
INTERSTATE 1-74
TBM 112 PIPE
N=800801.08
E=1722837.64
ELEV=741.89
DM-14
C-7
DM-5
'/2" IP TBM
N=800027.38
E=1723541.78
ELEV=736.95
%" IP TBM
N=799474.85 -
E=1725117.44
ELEV=732.06
DM-13
cisHPT1 RD
DM-12
C-6
C-5
DM-
C-103
%" IP TBM
N=799315.22
E=1724185.44
ELEV=733.88
%" IP TBM
N=799558.56
E=1725321.22
ELEV=717.28
%" IP TBM
N=799717.35
E=1725785.98
ELEV=735. 05
DM-11
-4A
DM-3
C-102-
'/2" IP TBM
N=799191.34
E=1727219.86
ELEV=733.06
C-2B
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N=799336.08
E=1727983.38
ELEV=724.35
INV
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DM-11
'/2" IP TBM
N=798791.52
E=1729835.09
ELEV=716.80
%" IP TBM
N=798786.22
E=1729711.41
ELEV=716.80
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''II„11111 k7,1/2 021
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
E. DUDLEY
J. CROOK
M. POLLARD
APRIL 2021
CDIVISith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
KEY PLAN
PROJECT NO. 119145-243812
FILE NAME: G003KYPL.DWG
SHEET NO.
G-3
41
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
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X J Q . CC
DEMOLITION PHOTO 1:
ABANDONED 30" CI AERIAL SEGMENT Al
PIPE COLLAR AND AT GRADE RCP
0 I -- --
z
0
O
LOD LOD
r D
I z
H
Z
wOO,
0 Tw J iPUE
w
LOD
DEMOLITION PHOTO 2:
ABANDONED 30" CI AERIAL SEGMENT Al
STEEL FRAME SUPPORT
CONTRACTOR PERMITTED \
TO USE EXISTING
CULVERT TO ACCESS
WORK AREA
/ I i
12� L�2D�-�1 LOD ,off '�ryO LO 19 LOD% �� LOD
LOD �D- —
UE
1 JE
OH
OH
0+00
EX. 48" RCP
---P4fE— QUE
0
N
1
\ N
CONC PILLAR
TOP ELEV: 722.70'
PIPE SUPPORT POE
\�
ELEV 725.60' 1
Li\c\I LOD
REMOVE CONCRETE COLLAR AND
TWO PIPE SECTIONS. FILL 5' OF
REMAINING BURIED PIPE AND PLUG
AND SEAL PIPE END. SEE PHOTO 1.
OH
CONC COLLAR
ELEV 728.62'
1
\\h.) N
N� r', N N
LOD LOD
OH
OH
y
LOD
CONC PILLAR
TOP ELEV: 722.78'
LOD
CITY OF HIGH POINT
PARCEL NO: 209710
D.B. 2952, PG. 973 &
D.B. 4217, PG. 1068
•\\
•
•\\
•
•\\
••
�\ •
7
CONC PILLAR
TOP ELEV: 722.83'
PUE \
(TYP.)
PUE
LOD
-50
DEMOLITION PHOTO 3:
ABANDONED 30" CI AERIAL SEGMENT Al
CONCRETE SADDLE SUPPORT
•
ti
EX. 24" CPP CULVERT
d-
LOD op
•Y•.•• ••• • • •••••••l•
. .••
• ••• •
,....i -
•• • •• : •
•
• •• •• •• •• •• • • • •
• • • 1 • I
••
1. •
LOD.` 0 •
.LA -
• A • .
•• •• •• • • • •.. • • . • .
- `•*•`•`.•. *..`.•••••.•••.*• A.%
ABANDONED 30" CI •.
i
• . •
• P • -I=
Pr WU IMAM 'A I
••.:•. .• I ••. • •• ■
LOD
CITY OF HIGH POINT
PARCEL NO: 209711
P.B. 175, PG. 60
%2" IP TBM
N=798791.52
E=1729835.09
ELEV=716.80
GRAV
EL
EL DR
IVE
EXIS. G 206' OF 48" AERIAL WSP
PUE
,,/ CONC PILLAR
2+do TOP ELEV 722.83' �,_,
/-1--i 4 7`
AERIAL SEGMENT Al °•
• ••• "
REMOVE ALL PIERS AND ABOVE
GRADE PORTIONS OF CONCRETE
FOOTINGS. SEE PIER DEMOLITION
SCHEDULE FOR ABANDONED 30"
AERIAL SEWER Al. SEE PHOTOS
2-5.
•"_ = •=roe•=
•
CI `• .`.• •.• .•.•.•. • •. •
•••:•`• •• •• •••
• •• ...• •. .• ••
• ,71
(TYP.) �!
iTPE SUPPORT
ELEV: 725.85' IA
DEMOLITION PHOTO 4:
ABANDONED 30" CI AERIAL SEGMENT Al
-BEAMS AND CROSS MEMBERS
L010• �14 Ary LOD
r CONC COLLAR — —_
ELEV: 728.93' -
- 3+00
74V7 404f 7//77 i
CONC PILLAR
PUE TOP ELEV 722.�JE
7
LOD �OD 11� �ryOLOD\ry �ryry dry^) OS h LOD
725 —
REMOVE APPROXIMATELY 238' OF
30" CI AERIAL PIPE INCLUDING
DUAL SUPPORTING I -BEAMS
RUNNING LONGITUDINAL ALONG THE
AERIAL PIPE AND STEEL CROSS
MEMBERS. SEE PHOTO 4.
48" WSP AERIAL SEGMENT 1
ABANDONED 30" CI AERIAL SEGMENT Al
SCALE: 1 " = 20'
1
1
OH
%" IP TBM
N=798786.22
E=1729711.41
ELEV=716.80
inn 30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
PUE
EX. 48" RCP
LO
O
^M
_ _ _ REMOVE CONCRETE COLLAR AND
TWO PIPE SECTIONS. FILL 5' OF
REMAINING BURIED PIPE AND
PLUG AND SEAL PIPE END. SEE
PHOTO 1.
CITY OF HIGH POINT
PARCEL NO: 218799
D.B. 3273, PG. 1084
P.B. 176, PG. 100
-OH•
(!)
P1
OfTI
LOD
o
I
n
mi
10m
I- C)
I Z
IC
Lon
1>
0
Z O
1" = 20'
10
DEMOLITION PHOTO 5:
ABANDONED 30" CI AERIAL SEGMENT Al
TYPICAL STEEL FRAME CONCRETE FOOTING SUPPORT
NOTES:
0
1. ALL CONCRETE PIERS FOR THE 48" WSP SHALL REMAIN. REFER TO STRUCTURAL
DRAWINGS FOR MINOR REPAIRS. ALL PIERS FOR THE ABANDONED 30" AERIAL
SEWER SHALL BE DEMOLISHED SEE PIER DEMOLITION SCHEDULE FOR
ABANDONED 30" AERIAL SEWER Al BELOW.
2. APPROXIMATE LENGTH OF 30" CI AERIAL SEWER TO BE REMOVED ESTIMATED
FROM VISUAL COUNT OF 12' PIPE SECTIONS OBSERVED IN FIELD.
3. EXTENTS SHOWN ARE LOCATED ON CITY OF HIGH POINT PROPERTY.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING AND DISPOSAL OF ANY
PIPE RESIDUAL ENCOUNTERED DURING DEMOLITION IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REGULATIONS.
5. ABANDONED LINES SHOWN ARE NOT SURVEYED AND LOCATIONS ARE
APPROXIMATE.
LEGEND
LIMITS OF DEMOLITION
WETLANDS
48" WSP DEMOLITION LEGEND:
REMOVE EXISTING CONCRETE COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP AND CUT ANCHOR BOLTS
FLUSH WITH TOP OF CONCRETE PIER.
REMOVE TWO SEGMENT OF 48" RCP TO THE NEAREST JOINT.
REMOVE TRANSITION COUPLINGS.
EACH CONCRETE PIER HAS A RING GIRDER UNLESS
OTHERWISE NOTED. REMOVE THE RING GIRDER AND CUT
ANCHOR BOLTS FLUSH WITH THE TOP OF THE PIER.
SEE NOTE 1.
REMOVE EXISTING 48" WSP INCLUDING ACCESS MANWAYS.
PIER DEMOLITION
ABANDONED
30"
SCHEDULE
AERIAL
FOR
SEWER Al
PIER TYPE
EIG
HMV (FT)
QUANTITY
HEIGHT OF CONCRETE
FOOTING3 (FT)
CONCRETE
SADDLE
0 TO 3
3
N/A
3 TO 8
4
N/A
STEEL2
FRAME
STRUCTURE
10
1
1.5
12.5
2
1.75, 2
13
1
0
TOTAL
11
1. APPROXIMATE PIER HEIGHT IS BASED ON ESTIMATED
MEASUREMENTS PERFORMED FROM GROUND LEVEL. ACTUAL PIER
HEIGHT MAY VARY FROM WHAT IS SHOWN.
2. STEEL FRAME STRUCTURE HEIGHT INCLUDES HEIGHT OF FRAMES
AND CONCRETE FOOTINGS.
3. TYPICAL CROSS SECTION OF CONCRETE FOOTERS UNDER STEEL
FRAMES RANGE FROM 18 SQ. IN. TO 24 SQ. IN.
20
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV. DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
W. BEELER
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
48" WSP AERIAL SEGMENT 1
AND ABANDONED
30" CI AERIAL SEGMENT Al
PROJECT NO. 119145-243812
FILE NAME: C001 STDM.DWG
SHEET NO.
DM-1
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\G002SYMB.dwg
0
LOD
ILOD LOD
?S
IPUE
0+00
\_1 LOD
EX. 48" RCP
30' EXISTING SANITARY SEWER
EASEMENT (PER DMP PROJECT
NUMBER 120033; DATED: SEPT.
2012)
- _ PUE
CONC COLLAR
ELEV: 729.73'
~ 1v//fi'Lff
row
LOD
LOD
AO
— OH OH
0
0
n
PUE
LOD
LOD
LOD LOD
o� o0 0� o� 00 0
PUE
CONC PILLAR
TOP ELEV:: 724.23' -\
CONC PILL4k
TOP ELEV: 724.20'
LOD' LOD
LO
PUE
OH
- PUE
LOD
LOD LOD
LOD LOD
QD f to co* rn N •- O O: DO
o 0 0
CONC PILLAR
TOP ELEV 723.
1+00
N
�� PUEj PUE
' CONC PILLAR
87TOP ELEV: 723 85'
74 7f7 Alt04/ iw
TOP E \ 4, i ELEV: 723.88' /
//AE
/ /.
O
OH
1
PUE
\\
LOD LOD
PIEDMONT TRIAD REGIONAL
WATER AUTHORITY
PARCEL NO: 209706
D.B. 4425, PG. 449
LOD o LOD ^ to L0� 0-1
o co CO L c9ON .
0 EXISTING 442' OF AERIAL 48" WSP
rug rut PUE
„ONC PILLAR
TOP ELEV: 723.89' ,
2+00
LOD ALOD � i ��� ,. %**
�00 \`�•.c/� V A tOD
�'` 'A�. LOD h�� SD —�
t W 0 ti' t N i 0 �ifl 0&
OH OH OH \OH ` OH OH
CONC riu.Arr
TOP ELEV 724.01 '
7
\
PIEDMONT TRIAD
REGIONAL WATER
AUTHORITY
PARCEL NO: 209706
D.B. 4425, PG. 449
LOD LOD LOD \ LOD LOD
M > Nc..A z 'cs rn '-a w 0
\ \
PUE
CONC PILLAR
TOP ELEV: 724.25' 1
6+00
CONC PILLAR
TOP ELEV: 724.29'
\\PUE \
\ \
\ \ \ \ \
\
\\
LOD LOD \ LOD
ON
- ^ N =0 -.1
•.,•�'.• \ 1 .• ••
14; �•tN•;•• •.0.1 �Am.. -;. �H OH
N
N
CONC P1
TOP ELEV: 724.33'
TIP.)
LOD
N
N
N N
LOD
OH OH OH
LOD LOD
CONC PILLAR
TOP ELEV: 723.93'
ff�//f//ffdff174-74/
L �D �'—
\ SON 0 0o
OH OH
CITY OF HIGH POINT
PARCEL NO: 209710
D.B. 2952, PG. 973 &
D.B. 4217, PG. 1068
LOD LOD
EXISTING 450' OF AERIAL 48" WSP
CONC PILLAR
TOP ELEV: 724.36'
PUE
LOD
OH
CITY OF HIGH POINT
PARCEL NO: 209710
D.B. 2952, PG. 973 &
D.B. 4217, PG. 1068
LOD
/\rye
OH
TOP ELEV 724.36' 1$+00
CONC PILLAR J
TOP ELEV: 724.36'
(TIP.)
PUE PUE
LOD
723723
OH
48" WSP AERIAL SEGMENT 2
SCALE: 1 " = 20'
LOD
OH
PUE
LOD
OH
LO
\ I
00
N
CO W3
OH
LOD LOD
719719719
•I:
f�J,,•••, •••••
• • •. •�
s - . �- p / • �EI=
.--
•• 006 ,rr f ;•' • •CONC P1 LAR
CONC PILLAR ' • •. • •TOP ELF/. 724.10
r TOP ELEV: 724.04' :: • ' r 1
0
OD
A
LOD •.
.
i
1
0)
(0
PUE -
+00
O 111 EX. 24" METAL CULVERT,* •
A O .•; ; ,+
•tt
ZONE• �•"•::•'•..-:1
•
30,
SiREPM 8°F E •
-• - : j
cc
r
it 0
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
0
LOD LOD
719
�20
=o
rn
PUE
LOD
CONC PILLAR
OP ELEV: 724-10' )11
LOD
LOD
41)
co
PUE
(0
. o
CONC PILLAR
TOP ELEV: 724.17' 1
f7/f/ff 7 f74-71f f74-74 ,
CONC PILLAR
TOP ELEV: 724.09'
LOD LOD
11:off- : • off•-- �:•
1•
LOD' / LOD
•. /
. OLT
- .ram• :[ { • ; _
LOD
' •' ' ••• -: •-. •: ACCESS PATH• '• •• '
CONTRACTOR PERMITTED TO
- . ; USE EXISTING CULVERT TO
• • .• ACCESS WORK AREA
• ;� -• -
'• •�_'� •:/`-•: ••_ •:'t
721
LOD / LOD
LOD
4
04444
iNi . /ter// AA �/ �*����,�, ` ���/��
.�2/!.✓Ic�Lc// % _...✓/.cI/�// �/ls/�/i /�/i � .� n n n n i�i�._ ._ � ,A.
CONC PILLAR CONC PILLAR _ / -
TOP F/ FV 724. 4.5' \ TOP F7 FV• 794 .5n' N
LOD LOD
OH
LOD LOD
OH
1`1"` ^�h
OH
TOP ELEV 724.51 '
PUE
LOD LOD
OH
106
OH
101
LOD
i
LOD
72
3NIlHO±VW
co
+
cn
O
1" =
20'
10
0
20
NOTES:
'VIS 1NI1H3IVW
cn
20'
20
1. ALL CONCRETE PIERS FOR THE 48" WSP SHALL REMAIN.
REFER TO STRUCTURAL DRAWINGS FOR MINOR REPAIRS.
2. EXISTING KNEE BRACES SHALL BE REMOVED. REFER TO
PLAN AND PROFILES FOR LOCATIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING AND
DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED DURING
DEMOLITION IN ACCORDANCE WITH LOCAL, STATE, AND
FEDERAL REGULATIONS.
4. EXTENTS SHOWN ARE LOCATED ON CFI OF HIGH POINT
48'' WSP DEMOLITION LEGEND:
REMOVE EXISTING CONCRETE COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP AND CUT ANCHOR BOLTS
FLUSH WITH TOP OF CONCRETE PIER.
REMOVE TWO SEGMENTS OF 48" RCP TO THE NEAREST
REMOVE TRANSITION COUPLINGS.
EACH CONCRETE PIER HAS A RING GIRDER UNLESS
OTHERWISE NOTED. REMOVE THE RING GIRDER AND CUT
ANCHOR BOLTS FLUSH WITH THE TOP OF THE PIER.
SEE NOTE 1.
REMOVE EXISTING KNEE BRACES
REMOVE EXISTING 48" WSP INCLUDING ACCESS MANWAYS.
REMOVE SADDLE.
LEGEND
[••••••••••••••••••••••••-.1
LIMITS OF DEMOLITION
WETLANDS
:01:: .. N its:4o%. 1,1
76
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
W. BEELER
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
48" WSP AERIAL SEGMENT 2
PROJECT NO. 119145-243812
FILE NAME: COO2STDM.DWG
SHEET NO.
DM-2
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\c/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\G002SYMB.dwg
/NV
0
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•
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'�11=11;-'►oll�
�4� ►r4 .
Ali 44.4.4:
NC PILLAR��:11#:Iti
:�70X0
EXISTING 57' OF 48" WSP
PILLAR
<00
OP ELEV:724.5t
� s CONC 400 )?6 TOP ELEV.72.60 •
N/♦ `> '� AGE
8" RETAINING WALL
♦4
"IPTBM
N=799336.08
/E=1727983.38
ELEV=72435
•
LOD
PIEDMONT TRIAD
REGIONAL WATER
AUTHORITY
PARCEL NO: 209706
D.B. 4425, PG. 449
PUE
CONC PILLAR
TOP ELEV: 724.61 '
. N
CONC PIL
TOP ELEV 724.65'
7 PUE —
LOD
N
(TYP.)
1
LOD —
co In
n �
— TCE/LOD
PUE
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
T /LOD
\ \
eUE "
CONC PILLAR
I TOP ELEV 724.70' An
11+00
CONC PILLAR
TOP ELEV 724.67'
I,
- N >2' ��
n LOD —O LOD
CITY OF HIGH POINT
PARCEL NO: 209710
D.B. 2952, PG. 973 &
D.B. 4217, PG. 1068
•
•
•
(TYP.) \
PE
LOD
cfl
TCE/LOD
CONC PILLAR CONC PILLAR
TOP ELE' : 24.99'7 TOP ELEV: 725.03' A
/ 15+00
. • ▪ •
•
(1 'P.) ./ .
O co • co co NAAA0
TCE/LOD TCE/LOD
PIKE
sin co
n n
TCE/LOD
TCE/LOD
CONC PILLAR
TOP ELEV: 724.73' Ai
,'UE
r co
C
TCE/LOD
HILLTOP HOLDINGS /1/, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
TCE/LOD
TCE/LOD
O
O
rn
O
TCE/LOD
PUE PUE PUE
\ CONC PILLAR CONC PILLAR \ CONC PILLAR
TOP ELEV: 724.77' TOP ELEV: 724.80' \ TOP ELEV: 724.83'
\ \
12+00
WiMAA/7WiWi44-1744-1
\
UE
TCE/LOD
30' EX/S7/NG SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012) G
TCE/LOD
cV ") D�
'O N N 10
TCE/LOD /
• /
/•
CONC PILLAR /PUE/
TOP ELEV: 725.06'/
i
/ /
^o ^off ^oo ^O ^off ^00 ►.O ^: �/ / �i b/ 1 0
TCE/LOD
TCE/LOD
CONC PILLAR
TOP ELEV: 725.09'
TCE/LOD
TCE/LOD TCE/LOD
/
HILLTOP HOLDINGS /1/, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
PU'
TCE/LOD
to
PUE
co o
TCE/LOD
EXISTING
dUk
C(nvc, r-tu AR
T^ ELEV: 724.86'
13+00
•
TCE/LOD
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• ,• •••.�
• .•
' 695 • •:: •, • •. • <r
, •• .; Q;� 2 o I� • '
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443' OF AERIAL 48 WSP
PUE
CONC PILLAR
TOP ELEV: 724.90,
///74W/7 / 744-//////////
(TYP.)
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EX. BURIED ABANDONED 30" SS
HILLTOP HOLDINGS /1/, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
TCE/LOD TCE/LOD',
EXISTING 207' OF AERIAL
48" WSP
rut
16+00
T10E%
PUE j�� _RUE -
CONC PILLAR - — — — — PIPE SUPPORT
TOP ELEV: 725.12' l / / ELEV:
1
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TCE/LOD
40 1
try N try (Ni
TCE/LOD
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48" WSP AERIAL SEGMENT 2 (CONT.)
SCALE: 1" = 20'
TCE/LOD
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HILLTOP HOLDINGS ///, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
72526
17+0
co
TCE/LOD TCE/LOD
17+15
inn
PU
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— PUE.
30' EXISTING SANITARY
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120033; DATED: SEPT.
2012)
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NOTES:
1. ALL CONCRETE PIERS FOR THE 48'' WSP SHALL REMAIN.
REFER TO STRUCTURAL DRAWINGS FOR MINOR REPAIRS.
2. EXISTING KNEE BRACES SHALL BE REMOVED. REFER TO
PLAN AND PROFILES FOR LOCATIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING AND
DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED DURING
DEMOLITION IN ACCORDANCE WITH LOCAL, STATE, AND
FEDERAL REGULATIONS.
48'' WSP DEMOLITION LEGEND:
REMOVE EXISTING CONCRETE COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP AND CUT ANCHOR BOLTS
FLUSH WITH TOP OF CONCRETE PIER.
REMOVE TWO SEGMENTS OF 48" RCP TO THE NEAREST
REMOVE TRANSITION COUPLINGS.
EACH CONCRETE PIER HAS A RING GIRDER UNLESS
OTHERWISE NOTED. REMOVE THE RING GIRDER AND CUT
ANCHOR BOLTS FLUSH WITH THE TOP OF THE PIER.
SEE NOTE 1.
REMOVE EXISTING KNEE BRACES
REMOVE EXISTING 48" WSP INCLUDING ACCESS MANWAYS.
REMOVE EXISTING BEND
LEGEND
LIMITS OF DEMOLITION
WETLANDS
20
(.14t4L141944Arlwi'
4051 N4s6:".." „lie)
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY -
CROSS CHK'D BY -
APPROVED BY-
DATE-
W. BEELER
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
48" WSP AERIAL SEGMENT 2
FILE NAME: COO2STDM.DWG
SHEET NO.
DM-2A
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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PARCEL NO: 161460
D.B. 8379, PG. 2163
TCE 6QD T /L D T,
t\ t- N
Pi iv
(TYP.)
`PIPE SUP'I'RT
/ ELEI/ 728. 1
PUE
1+00
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30' EXIS71NG SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
TCE/LOD
n�2 '�j >� 'Ni9 1\ N / W /� f �%�(p
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- PUE \ JET
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O EXISTING 126' OF 48" WSP c i Eav: 731.35' Is.
PIPE SUPPORT \ sI
ELEV: 728.40' \ ' U 2+00
I I
TCE/I�OD
C0 v COLLAR CONC PILLAR Ct'rvo ' "`'� CONC PILLAR \
1-11. �1L ►► �u-� .. EX. 48" RCP A ELEY 731.31 ' OP ELEV 725.35 TOP ELEI/ 725.38' OP ELEV. 725.43' - ► �►=►,! j1=:1f=M'
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T'WLOD TCE/LOD • T E/L
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EX. BURIED
ABANDONED
30" SS
726
HILLTOP HOLDINGS III, LLC
PARCEL NO: 161460
D.B. 8379, PG 2163
48" WSP AERIAL SEGMENT 3
SCALE: 1 " = 20'
N
\ ) 1/ '/
t I I TCE/LOD
N
EX. 24" RCP SS
PUE
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TCE/LOD I C
0
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ABANDONED
30" SS
Z7
1"
= 20'
10
0
20
0
W Z
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48" RCP
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TCE/LOD
\ \
- tPUE - `
\ CONC COLLAR CONC PILLAR Tio
\TOP ELE' 726.09'
TOP ELEI/ 732.02' C, 1 0
1-
o-
row
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
TCE/LOD
TCt/LOD TCE/L1OD TCE/LOD TCE
0
1(1 N t31
rn
PIPE SUPPOPt
TOP ELEELEV.
►''•)_] -] • J (1)/
n,' ., rO Ntfl NcP
EX. BURIED ABANDONED 30" SS
\ N
TCE/LOD
CONC PILLAR '
t ' 726.15'
1 +00
-
TCE/LOD
CONC PILLAR
TOP ELEV:726.19'
>20% 19 >8
TCE/LOB 'QE/L0bs N \
\ \
/LOD
TCE/LOD TCE/LOD
09
EXISTING 342' OF 48" WSP
CONC PILLAR
)P ELEI/ 726.23'
1)
TCE/L0D
CONC PILLAR
TOP ELEV:• 726.27' -\
2 00
75 •-
TCE/LOD TCE/LOD
48" WSP AERIAL SEGMENT 4
SCALE: 1 " = 20'
HILLTOP HOLDINGS Ill, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
TCE/LOD
->O>
CONC PILLAR
TOP ELEV:• 726.31'
TCE/LOD
PUE
TCE/LOD
>o
S
PUE
CONC PILLAR
TOP ELEV. 726.35'
3+00
TCE/LOD
PUE
CONC PILLAR
TOP ELEI/ 726.39'
'� - -.�V
�.� , ). moo o
v'• r, > 10 O,g .
c9
TCE/LOD TCE/LOD TCE/LOD TCE/LOD
HILLTOP HOLDINGS III, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
TCE/LOD
PUE
os
TCE/LOD
1NIlH3±VW
O
1" = 20'
10
0
20
NOTES:
1. ALL CONCRETE PIERS FOR THE 48" WSP SHALL REMAIN.
REFER TO STRUCTURAL DRAWINGS FOR MINOR REPAIRS.
2. EXISTING KNEE BRACES SHALL BE REMOVED. REFER TO
PLAN AND PROFILES FOR LOCATIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING
AND DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED
DURING DEMOLITION IN ACCORDANCE WITH LOCAL, STATE,
AND FEDERAL REGULATIONS.
0
0
0
0
0
0
48" WSP DEMOLITION LEGEND:
REMOVE EXISTING CONCRETE COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP AND CUT ANCHOR BOLTS
FLUSH WITH TOP OF CONCRETE PIER.
REMOVE TWO SEGMENTS OF 48" RCP TO THE NEAREST
JOINT.
REMOVE TRANSITION COUPLINGS.
EACH CONCRETE PIER HAS A RING GIRDER UNLESS
OTHERWISE NOTED. REMOVE THE RING GIRDER AND CUT
ANCHOR BOLTS FLUSH WITH THE TOP OF THE PIER.
SEE NOTE 1.
REMOVE EXISTING KNEE BRACES
REMOVE EXISTING 48 WSP INCLUDING ACCESS MANWAYS.
LEGEND
LIMITS OF DEMOLITION
WETLANDS
2:? �-V1.761 D4045468 : 0:
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Atit
.••FESS/p••• •
.9
Do�iaSig a° < �q< e
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY -
CROSS CHK'D BY -
APPROVED BY-
DATE-
W. BEELER
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
48" WSP AERIAL SEGMENTS 3 AND 4
PROJECT NO. 119145-243812
FILE NAME: C003STDM.DWG
SHEET NO.
DM-3
N
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
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INCORPORATED HEREIN, ARE THE PROPERTY
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TOP ELEV: 7
6.43' ........ TOP EL . 726.51'
D
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LOD
�0 i c
TCE/LOD
P E
CONC PILLAR
TOP ELEV: 726.55'
5+00
TCE/LOD
TYP.) I
PUE
TCE/LOD
CONC PILLAR
TOP ELEV: 726.62' -\
HILLTOP HOLDINGS 111, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
TCE/LOD
TCE/LOD TCE/LOD TCE/LOD
0
O EXISTING 344' OF AERIAL 48" WSP
TCE/LO
,PUE PUE PUE - PUE
CONC PILLAR CONC PILLAR CONC PILLAR CONC PILLAR
TOP ELEV.' 726.69' -As00 TO ELEV: 726.71' TOP ELEV: 726.84' TOP ELEV 7726.86'
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
NI CE/LOD
PU(TYP. )
TCE/LOD
126 121 •12
PIPE SUPPOR
TOP ELEV: 729.89
PUE
CONC COLLAR
. TOPOELEV: 732.76'
T E/LOD
— - 703 ''
704
CONC PILLAR
TOP ELEV: 726.47'
TC
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EX. 24" CMP CULVERT
i
26 ONE 2
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(TYP.)
TCE/LOD
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TCE/LOD
TCE/Lq)
TCE/LOD
r`
HILLTOP HOLDINGS /11, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
48" WSP AERIAL SEGMENT 4
SCALE: 1 " = 20'
i \ \ •
/ ' \ \ \
TCE/LOD/TCIk/LOD \ / / TC Al'
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00000
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TCE/LOD
PUE
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10
0
20
EX. 48" RCP
POE
001
0
aoi 0+00
PUE
NOW OR FORMALLY
ROBERT L. & MARY LOU CASHATT
PARCEL NO: 161471
D.B. 1867, PG. 174
Ncfl
to N
—•-
• TC /LO •T E/�
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TCE/LOD
\• \
0
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1.0
TCE/LOD
N
0
r\
TCE/LOD\.
r` cfl
r` r
TCE/LOD
- _O
PUE
CONC COLLAR
TOP ELEV:733.34' CONC PILLAR
© I - TOP ELEV:727.50 LOD
1+00 i
V/l'/////1/i7 /Y///
■
rn
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CO
PIPE SUPPORT
TOP ELEV: 730.41
/
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N
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N
EXISTING ABANDONED 30;-------"s TCE/Lop
C/ AERIAL SEWER PIPE
TCEAOD
TCEA00
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TOP ELEV. 727.54' • `\ OP ELEV: 727.57\
I"• \• 0�I
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TCE/LOD
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N=799558.56
E=1725321.22
ELEV=717.28
•
(lb 30' EXIS77NG SANITARY
1 I 1\c\I 0) SEWER EASEMENT (PER
ic\I DMP PROJECT NUMBER
1 I Kin 120033; DATED: SEPT.
2012) 1
I ' s TC LO$
EXISTING 206' OF AERIAL 48" WSP
ULAPIc
- --- _ -- 3+00—\
PIPE SUPPORT
•
EXISTING CULVERT TO ACCESS
WORK AREA. LOCATION OF
CULVERT IS APPROXIMATE.
' ZONE 2 NOW OR FORMALLY
48" WSP AERIAL SEGMENT 5
ROBERT L. & MARY LOU CASHATT
BUFFER PARCEL NO: 161471
TDEADD
SEE SHEET C-103 FOR
LOD CONTINUATION
7.35
3+22
0736
CONC COLLAR
ELEV: 733.80”-
TCE/LOD
7.31
7,35
7.34
z
0
0
Nfi
1" = 20'
10
20
NOTES:
1. ALL CONCRETE PIERS FOR THE 48" WSP SHALL REMAIN.
REFER TO STRUCTURAL DRAWINGS FOR MINOR REPAIRS.
2. EXISTING KNEE BRACES SHALL BE REMOVED. REFER TO
PLAN AND PROFILES FOR LOCATIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING AND
DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED DURING
DEMOLITION IN ACCORDANCE WITH LOCAL, STATE, AND
FEDERAL REGULATIONS.
48" WSP DEMOLITION LEGEND:
REMOVE EXISTING CONCRETE COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP AND CUT ANCHOR BOLTS
FLUSH WITH TOP OF CONCRETE PIER.
REMOVE TWO SEGMENTS OF 48" RCP TO THE NEAREST
JOINT.
REMOVE TRANSITION COUPLINGS.
EACH CONCRETE PIER HAS A RING GIRDER UNLESS
OTHERWISE NOTED. REMOVE THE RING GIRDER AND CUT
ANCHOR BOLTS FLUSH WITH THE TOP OF THE PIER.
SEE NOTE 1.
REMOVE EXISTING KNEE BRACES.
REMOVE EXISTING 48" WSP INCLUDING ACCESS MANWAYS.
LEGEND
LIMITS OF DEMOLITION
WETLANDS
1.1
it: at
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
W. BEELER
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
48" WSP AERIAL SEGMENTS 4 AND 5
PROJECT NO. 119145-243812
FILE NAME: CDM4STDM.DWG
SHEET NO.
DM-4
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
\D/
\E/
\F/
\G/
\H/
0
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0
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r7 Q
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Z 0_ E
eti
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z ON Q
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z I D
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> -0 ®
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ITCE/LOD
I o
rr)
1
1
..X. 48" RCP
TCE/LO .--tz.,
00,
TCE/LOD
cla
TCE/LOD
1
%" IP TBM
N=799474.85
E=1725117.44 0)
ELEV=732.06 -
v.-
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
n n
TCE/LOD
et
N
TCE/LOD
0
EXISTING
PIPE SUPPORT PEE `
CONC PILLAR
I
TOP ELEI/ 730.63
TOP ELEV.• 727.7
1+00
77777L A7L7 L/i/1747/
CONC PILLAR
tV
M
\ \
1 TOP ELEI/ 727.88'
L
OD L� TE/LOD
< '
t9 'zPCONTRACTOR PERMITTED TO
USE EXISTING CULVERT TO
ACCESS WORK AREA
)
206' OF AERIAL 48" WSP
00
SEE SHEET C-103 FOR
LOD CONTINUATION
/L
1
• I, \ AN i\P N TZ3 v,% cV A .' (\(:i Al °II 3 CS/ ( A) A••/;
1 ^ ^i„
// I
10
'
/ I I ,
I I I I
I I I N I I I
CONC PILLAR CONC PILL
TOP ELEV. 727.88' / 2+00 TOP ELEV.• '7.86'
J
718
EX. 36" RCP CULVERT
••• : '9 �rylt (Ni ^ryi\
a ryh
7c5, •
• '\
•
NOW OR FORMALLY
ROBERT L. & MARY LOU CASHATT
PARCEL , NO: 161471
D.B. 1867, PG. 174
CONC PILLAR
TOP ELEV. 727.91'
48" WSP AERIAL SEGMENT 6
SCALE: 1 " = 20'
PIPE SUPPORT PUE EX. 48" RCP —\
TOP ELEV.• 730.83'
AGE
CONC COLLAR
T1 P Fi FV_• _ 733 90'
1\)
,$)
7
N N^, ^ ^ ^)^3
►` ►`
TCE/LOD i\
..•
3+ 1
,cE/LOD/ /
�/ / //
NOW OR FORMALLY
\ ROBERT L. & MARY LOU CASHATT
\PARCEL NO: 161471
D.B. 1867, PG. 174
477
O
o'-- EX. BURIED
y ABANDONED
4) 30" SS
SEE SHEET C-103 FOR
LOD CONTINUATION
1" = 20'
0
20
NOTES:
1. ALL CONCRETE PIERS FOR THE 48" WSP SHALL
REMAIN. REFER TO STRUCTURAL DRAWINGS FOR MINOR
REPAIRS.
2. EXISTING KNEE BRACES SHALL BE REMOVED. REFER
TO PLAN AND PROFILES FOR LOCATIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING
AND DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED
DURING DEMOLITION IN ACCORDANCE WITH LOCAL,
STATE, AND FEDERAL REGULATIONS.
48" WSP DEMOLITION LEGEND:
REMOVE EXISTING CONCRETE COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP AND CUT ANCHOR BOLTS
FLUSH WITH TOP OF CONCRETE PIER.
REMOVE TWO SEGMENTS OF 48" RCP TO THE NEAREST
JOINT.
REMOVE TRANSITION COUPLINGS.
EACH CONCRETE PIER HAS A RING GIRDER UNLESS
OTHERWISE NOTED. REMOVE THE RING GIRDER AND CUT
ANCHOR BOLTS FLUSH WITH THE TOP OF THE PIER.
SEE NOTE 1.
REMOVE EXISTING KNEE BRACES.
REMOVE EXISTING 48" WSP INCLUDING ACCESS MANWAYS.
LEGEND
1
LIMITS OF DEMOLITION
WETLANDS
s\
s`
\ \ DOGHOUSE
MANHOLE
� a
738
EX. 48" RCP
739 0+�•
• \t•J1 VD
,p
TCE/LOD
` \ \\ \ \\ \
\PEEN\ \ \ ' \ \ PUE
\ \\. \ \
CONC COLLAR .
TOP ELEV. 735.11'
A&V• m
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
c tea, NcS
TCE/LOD
�1f
TCE/LOD
TCE/LOD
MARTIN MARIETTA MATERIALS, INC.
PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG. 15
TCE/LOD
\
> >\S sz >
TCE/LOD TCE/LOD
\ \
PUE — - PUE PUE DI IC \ \ PUE
- PIPE SUPPORT CONC PILLAR CONC PILLAR
TOP ELEI/ 732.17 ' TOP ELEV: 729.31 l TOP ELEV: 729.43'
1
2+00
1+00
CONC rILLH/C
CONC PILLAR
TOP ELEV: 729.30'
1 � , -.•. a ..•1 ..ram ✓ r ✓ \ . ✓ 1 \ f
\ \
PUE
TOP ELEV.• 729.24
' % % � ✓D„�a�: rv- :�i 1' ','' yv fir` iar�w!
l✓✓�i✓\l!✓l\. ✓✓�\. !i !. ��\! !mil ! ✓ - ✓ ✓✓ !✓ ..a G ✓ \!✓\ G : G ✓. .1!il G. \ ✓ ' \!✓- 'ac2�a\
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1�r���i��G�`���l�:lrl�✓�.•
�A1�f�li���Ai��r✓��'��!✓a ����aQ.iA\,..r�
TCE/LO
O 0)00 t-
t:P ktt3`
\ \ ♦1 \\
♦
CAUTION! OVERHEAD
POWER LINES
EX. BURIED ABANDONED 30" SS
TCE/LOD
%2" IP TBM
N=799315.29
E=172418L.
ELEV=733.88
NOW OR FORMALLY
ROBERT L. & MARY
LOU CASHATT
♦ PARCEL NO: 161471
\D.B. 1867, PG. 174
•
♦
•
•
♦
•
TCE/LOD
TCE/LOBS
732173/ --
N
EXISTING 366'
Pl \
CONC PILL
TOP ELEY 729.5L\
\ \ \
\:
\ \ \ \ \ \ \ \
TCE/LOD
•
OF AERIAL
- LOD 1
48" WSP
LOD
LIXOF
3+60
NC PILL4R
TCE/LOD
CONC PILLAR
MARTIN MARIETTA MATERIALS, INC.
PARCEL NO: 161474
TCE/LOD
-\
4+00
(5l (T P.) - — — TO ELEI/.• 729.51' �,
\i. GD ✓> q!i \\. i\\� i• .. : 'i. �✓\ � w. �>\ ill ✓✓\l✓,>\l i1\ ✓�\ r✓ \. i�\. ✓1� i✓ .. :Volt‘‘‘0„
a✓\\. �.. i !� !✓lc �. i\\. ✓� . i. ice\. i�\. is ,i.� ✓1\. .\ 1 f✓ft n �.- ..1i��;1 ���i�\��! \Gr\ir��1ia!\ll:1�. \ . ✓�\✓1�.4f�a✓✓�\✓i�1\✓�✓ ✓ l...\w,��.\i,�\...�;��,.rw_a�i...va�aai.f.•r... .�
CONC PIL
N- TOP EV:: 729.4
TCE/IOD TCE/LOD \ \
-2e
MARTIN MARIETTA MATERIALS, INC.
PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG. 15
CONTRACTOR PERMITTED TO
USE EXISTING CULVERT TO
ACCESS WORK AREA
48" WSP AERIAL SEGMENT 7
TCE/LOD
EX. 24" RPP CULVERT
713
EX. 24" CMP CULVERT
•
4)11 ct)' NA\NC15\1(3'\°1\9: (1?1,\ in/
15)
•
• • \
134
PIPE SUPPORT
PUE
CONC COLLAR
136
LA LA
(90
G'oj
cn
0
o
z
0
0
= 20'
20
GINt
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
W. BEELER
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
48" WSP AERIAL SEGMENTS 6 AND 7
PROJECT NO. 119145-243812
FILE NAME: CDM4STDM.DWG
SHEET NO.
DM-5
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
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\D/
\E/
\F/
\G/
\H/
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EX. 48" RCP
EXISTING ABANDONED .30" CI
AERIAL SEWER PIPE
• o
30' EXIS1NG' SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
PC \ CONC CONC OLLAR
PILLAR
ELEV: 735.88' ` ` TOP ELEV: 729.96'
TCE/LOD
TCE/LOD TCE .LOD
EXISTING 166' OF AERIAL 48" WSP
J � v
— C�3' N .
.1 r
TCE/LOD
CONTRACTOR PERMITTED TO
USE EXISTING CULVERT TO
ACCESS WORK AREA
IMP IMP IMP IMP
MARTIN MATIETTA
MATERIALS INC.
\PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG. 15
`\ M
rZ NE 2 ' 1
50' STREAM BUFFED
TCE LOD , TCE/lOD
(TYP.) •
1 + 0 C
30'
ZONE
ITCE/LOD
Ai?it.?
rd,
TCE�LOD
%/ cc\f)00
TCE/LOD TCE/LOD
PIPE SUPPORT
TOP ELEV 732.90'
,P
PU
c� -a 4.4. ELEV• 735.9
o ^' 1•1,�k ^;
— ' TCE/LOD
EX. 26" RPP CULVERT
., :::::::: EX. 18" CMP CULVERT
TCE/L1O:........
••
....
IMP IMP IMP IMP
SEE SHEET
TCE/LOD
C-103 FOR LOD CONTINUATION
48" WSP AERIAL SEGMENT 8
SCALE: 1 " = 20'
IMP IMP
IMP IMP
TCE/LOD
IMP IMP IMP IMP
`A"A y Uo1"5.
TCE/VOD
146
. PUE,
737
2+82
_
14/7144-04.
�- • R %...A��n_ al/LOD
EX. 48" RCP
159
" IP TBM
N=800027.38
E=1723541.78
ELEV=736.95
MARTIN MATIETTA MATERIALS INC.
PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG. 15
TCE/LOD
— — —�—
P1
o Cn
0 P
z -1
= n
Z
D
> O
OW
zo
1" = 20'
10
0
20
NOTES:
1. ALL CONCRETE PIERS FOR THE 48" WSP SHALL
REMAIN. REFER TO STRUCTURAL DRAWINGS FOR MINOR
REPAIRS.
2. EXISTING KNEE BRACES SHALL BE REMOVED. REFER
TO PLAN AND PROFILES FOR LOCATIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING
AND DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED
DURING DEMOLITION IN ACCORDANCE WITH LOCAL,
STATE, AND FEDERAL REGULATIONS.
4. TRANSMISSION LINES OWNED BY DUKE ENERGY.
CONTACT IS ETHAN PARDUE, PH: [phone].
48" WSP DEMOLITION LEGEND:
REMOVE EXISTING CONCRETE COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP AND CUT ANCHOR BOLTS
FLUSH WITH TOP OF CONCRETE PIER.
REMOVE TWO SEGMENTS OF 48" RCP TO THE NEAREST
JOINT.
REMOVE TRANSITION COUPLINGS.
EACH CONCRETE PIER HAS A RING GIRDER UNLESS
OTHERWISE NOTED. REMOVE THE RING GIRDER AND CUT
ANCHOR BOLTS FLUSH WITH THE TOP OF THE PIER.
SEE NOTE 1.
REMOVE EXISTING KNEE BRACES.
REMOVE EXISTING 48" WSP INCLUDING ACCESS MANWAYS.
LEGEND
A
LIMITS OF DEMOLITION
WETLANDS
r
0
`4-O
? - LOD
I
C.)z
I
Z
bJ O I
W U TCE/LOD
U)0I
W J I
LLI
PUE
727
728
729
PUE—` —7 1
r EX. 48" RCP--73
—
0 0 735
LOD
30' EXISTING SANITARY
SEWER EASEMENT (PER
725 DMP PROJECT NUMBER
726 120033; DATED: SEPT.
2012)
TCE/D
MARTIN MATIETTA MATERIALS INC.
PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG. 15
\�_
VO
\ GE/LOD\�ICE/LOD \ r
[4-79(/-74//-741//(//laftrzf-A
• a
��%%i%l�a1l�j .��%..����. PIPE SUPPORT ?\�t�!1r�• N %A
..‘\ ‘vA: ELEV: 733.35' 1 lio. f1,..'
TCE/ OD
MARTIN MATIETTA
MATERIALS INC.
PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG. 15
_ CONC COLLAR
- ELEV: 736.36'
��--\
�33
734
736
TCE/LOD
//
EXISTING 246' OF
\43 AERIAL 48" WSP
(TYP.) 1/,k/k\
\ // !• .::::::. ... /' A
•
•
•
.
• • •
.',v
r\\i
kW
Al
Aid\
4-41
lii74*
I
.
/o
OD
\ \
v /CONC PILLAR
TOP ELEV: 730.5
✓l\f�`i1�. !1i �P�1\P1p1� � �.,�\:1�1i�V�� 1A!)•1i!i�i1jZ iQf1p�\�'t11i AAlyi i�A\\.aG11 A\...� 4 Alto
_lI. l_....�A\A�1,AALl\.... �. .�_iA�._.�A\ IA1•.�11.A
I \ �\ \ \�v \
\\ \ /\ \ '"
Y.CZ/LOD , TCE/ -17\—
co
`' /
CAUTION! HIGH VOLTAGE
OVERHEAD POWER LINES
/
/
SEE NOTE 4
/
/
/
/
/
OH
OH
\ •`
•
11
to
cv
4)tek oz.
CITY OF HIGH POINT
PARCEL NO: 187002
D.B. 2648, PG. 157
2QD
\ta
/ / i O N�NNNN\�`cr'� ?
�l�\
1III I\ • \ �OD LOD LOD
• \ \ r CONC PILLAR
' to \ \ I �I, TOP ELEV.730.64'
\ I ' I I
1 II
PIPE SUPPORT
r rna ci rib 733.68'
3+00
r
O + • • " ' ' ' CONC PILLAR
CONC PILLAR CONC PILLAR TOP ELEV: 730.74' _ \ ' \ \
11•�i\: <. TOP ELEV: 730.53 1A!o1\ 1?1%4% TOP ELEV: 730.59 UMW( !1\i \%%1l 1� �f1ir\?�\%\\Q1�gf 21�i ��4
a o i � ..l. •�. �: „ 1. _ .v1
A!Al.. 1\ j1 , �n GA�G\� {1j\!Q!.•�lA...��1_a�i.� ai � � lii.Q
\\ v ,\ \ \ A‘C V: /A , 0,/ \ $\ : : \. _c;.• ................. i ... :t. s 91 . ,ei_)___/ , _ : _ a 7,. _ . _. . . . _ . .. 1 :R t 0
N.
/A ... l: :. '''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''
'''''''''''''''''''''''''''''''''''''''''''''''''''''''''• ' li. \
.' • '' ').:" ''' ''' ''' 'I : : 'A: AS • A a • Y • • iiP.
48" WSP AERIAL SEGMENT 9
SCALE: 1" = 20'
20'
ZONE
CITY OF HIGH POINT
PARCEL NO: 187002
IMP IMP IMP IMP
IMP IMP IMP IMP
PUE
3+61
/ LOD
\l," IP TBM
N=800599.09
E=1723037.94
ELEV=741.65
PUE
/ )‹8-
/,;),.,_
",,Pc°
__ ___-4, 46)
co
1" = 20'
20
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY•
DRAWN BY -
SHEET CHK'D BY -
CROSS CHK'D BY -
APPROVED BY-
DATE-
E. DUDLEY
W. BEELER
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
48" WSP AERIAL SEGMENTS 8 AND 9
PROJECT NO. 119145-243812
FILE NAME: C DM4STDM.DWG
SHEET NO.
DM-6
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
\D/
\E/
\F/
\G/
\H/
General\1 0 CADD\G002SYMB.dwg
0
0
E
rr)
N
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I
0
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W
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INCORPORATED HEREIN, ARE THE PROPERTY
R
LLI
SEE SHEE
_J
i
0
u�l�
\ \ \ o'\ I^\\
EX. 48" RCP \ r\I 11, . \ / 0
O
PIPE SUPPORT \
rnP ELEV: 734.00'
qoo
moo
CONC COLLAR J
OP ELEV: 73Z02'
I' o\ �1
11 M 1\ \LOD Lc)
�CJE
CITY OF HIGH POINT
PARCEL NO: 187002
D.B. 2648, PG. 157
CAUTION! OVERHEAD
POWER LINES
0
J
IMP.M.___
SEE SHEET C-104 FOR
LOD CONTINUATION
•Oy
0I
i
111
1
30'
ZONE 1
50' STREAM BUFFER
JC/TYOF HIGH POINT )
1 PARCEL NO: 187002 •
D.B. 2648. PG. 157 / l 1
(TYP.)
RJE
CONC �-L
II I
I 30'
20' ZONE 1
ZONE 2
CONC PILLAR ' \
TOP ELEV: 731.19'
'0
LOD
20'
ZONE 2 :
50' STREAM
I
LOD LOD
TYP.)
W/74741
if
PUE .` \ IE
/ I
0 I\�
N
I
CONC PILLAR
TOP ELEV: 7 1.21'
/
PUE'
BUFFER
OH
/ 2+00
CONC PILLAR
TOP ELEV: 731.27'
SUE
LOD
/
I
20' \
ZONE 2
50' STREAM
I
LOD
30'
ZONE 1
BUFFER
•I I
CONC PILLAR
NrOP ELEV: 731.40'
011
OHV
20, i..,
•
ZONE 1
30' I ZONE 2 ° o a
50' STREAM BUFFER
OH
'.\ �\0
N.
\
N.
•\
N. N
WA
`1SQNC PILLAR
TO LEI/ 731.29'
\E
\L�D- LOD \OD
'...N ' : 1
CONTRACTOR ERMITTED TO `SSE
EXISTING CULV RT TO ACCESS' WORK
AREA. LOCATION OF CULVERT I
APPROXIMATE. \ ti
LOD
3+00
PU
0
-J
0
•
LOD
OH
OH
CONC PILLAR
TOP ELEV: 731.40'
74174/
LOD
48'' WSP AERIAL SEGMENT 10
OH
OH
OH
OH
CITY OF HIGH POINT
PARCEL NO: 161523
OH
Ni7\
OH
LOD LOD
4+00
— CONC PILLAR
TOP ELEV: 731.43'
LOD
/
OH
OH
OH
OH
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012) - OH
N Actor.
699
CONC PILLAR
TOP ELEV: 731.51'
CONC PILLAR
TOP ELEV: 731.47'
PUE
0,1
OH
PIPE SUPPORT
ELEV: 734.52'
ICONC COLLAR
\ EX 48” RCP
1)1\ \06\ \\\ \
,\(1 %\\. \\v
/Loci \\ii
/\\\\\\\\‘'-c?
, \\\
/,, \\ \ \ 41,
i‘-\\\ \\\ \i \ \ ' \)
\\\\,
//,
/
CITY OF HIGH POINT
PARCEL NO: 161523
DOGHOUSE
MANHOLE
5+2
4-
1" = 20'
20
NOTES:
1. ALL CONCRETE PIERS FOR THE 48" WSP SHALL REMAIN.
REFER TO STRUCTURAL DRAWINGS FOR MINOR REPAIRS. ALL
PIERS FOR THE ABANDONED 30" AERIAL SEWER SHALL BE
DEMOLISHED. SEE PIER DEMOLITION SCHEDULE FOR
ABANDONED 30" AERIAL SEWER Al 1 BELOW.
2. EXISTING KNEE BRACES SHALL BE REMOVED. REFER TO
PLAN AND PROFILES FOR LOCATIONS.
3. EXTENTS SHOWN FOR AERIAL SEGMENT 10 ARE LOCATED
ON CI1Y OF HIGH POINT PROPERTY.
4. APPROXIMATE LENGTH OF 30" AERIAL CI SEWER TO BE
REMOVED ESTIMATED FROM VISUAL COUNT OF 12' PIPE
SECTIONS OBSERVED IN FIELD.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING AND
DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED DURING
DEMOLITION IN ACCORDANCE WITH LOCAL, STATE, AND
FEDERAL REGULATIONS.
6. ABANDONED LINES SHOWN ARE NOT SURVEYED AND
LOCATIONS ARE APPROXIMATE.
48'' WSP DEMOLITION LEGEND:
REMOVE EXISTING CONCRETE COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP AND CUT ANCHOR
BOLTS FLUSH WITH TOP OF CONCRETE PIER.
0 REMOVE TWO SEGMENTS OF 48" RCP TO THE NEAREST
REMOVE TRANSITION COUPLINGS.
EACH CONCRETE PIER HAS A RING GIRDER UNLESS
OTHERWISE NOTED. REMOVE THE RING GIRDER AND CUT
ANCHOR BOLTS FLUSH WITH THE TOP OF THE PIER.
SEE NOTE 1.
REMOVE EXISTING KNEE BRACES.
REMOVE EXISTING 48" WSP INCLUDING ACCESS
MANWAYS.
REMOVE EXISTING CONCRETE BEND AND PIPE SUPPORT.
REMOVE APPROXIMATELY 11 LF OF EXISTING RCP PIPE
AND MANHOLE.
pUE
TCE/LOD
SEE SHEET C-105 FOR
LOD CONTINUATION
REMOVE APPROXIMATELY 336' OF 30" AERIAL CI v-
PIPE INCLUDING DUAL SUPPORTING I —BEAMS
RUNNING LONGITUDINAL ALONG THE AERIAL PIPE
AND STEEL CROSS MEMBERS. SEE PHOTOS A
AND E ON CD-9 FOR REFERENCE.
REMOVE TOP OF MANHOLE AND
PLUG AND SEAL EASTERN PIPE
INVERT. FILL MANHOLE WITH
SUITABLE MATERIAL TO GRADE
— AND ABANDON. SEE PHOTO K
ON CD-9 FOR REFERENCE.
CONC COLLAR
TCE/LOD
TCE/LOD
EXISTING ABANDONED 30"
CI AERIAL SEGMENT Al 1
TCE/LOD
_ PIPE SUPPORT
PUE
411,
st
N=800968.92
E=1720934.21 .
ELEV=723.9
..... : : ............. . . .
.......... T;GE; .V' IL. Q.D: ... 4 4 .........
i ........ TCIE/LO,D.........7::: ... ... ... ...... ........... ... ... .
hi. TCE/LO
.arAIAIL—AWA I tlo I _71W7i—MAWVIVIFAIIIA i•II. I 2 I 1 IA i 1 ,.: ..Ar: :17: ...2:. :Al: 77 KI2 a V i WAIII II: 27: :A: .. A .1 i' fr. 7.I1 fr. A ri). 11FAIIIIIIII rig-IWAVIVIVIIIAW - ' ' W 7 iIIIA•FAIAIIIASFAIrAli 1
li
.. ..... ........... ; .
. CONC PILLAR
....... j/74-74( :: 7 .. l:: : n'il : ... : .
4. ' _)N.,-}`N \ \
CONC. COLLAR i 0 ' • '' ' : • • - j•c\I
: ..Liz..:: ........ c :0 ..NC .. .. )5 :ii-PA: : : ........
.:::: ......................... .................... ... ... .11E2 CON-CLRLAR
\\I)
N,
REMOVE ALL PIERS AND ABOVE GRADE
PORTIONS OF CONCRETE FOOTINGS. SEE
PIER DEMOLITION SCHEDULE FOR ABANDONED
\30" AERIAL SEWER Al 1 . SEE PHOTOS B, C,
AND D ON CD-9 FOR REFERENCE.
ELEV: 733.76'
733.79'
0
48" WSP AERIAL SEGMENT 11
ABANDONED 30" CI AERIAL SEGMENT Al 1
LOD
TCE/LOD
o
TCE/LOD
APAC—ATLANTIC, INC.
PARCEL NO: 204827
REMOVE CONCRETE COLLAR
AND TWO PIPE SECTIONS. FILL
5' OF REMAINING BURIED PIPE
AND PLUG AND SEAL END.
TCE/LOD
1
TCE/LOD
40' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
Pl
LEGEND
LIMITS OF DEMOLITION
WETLANDS
PIER DEMOLITION
ABANDONED
30"
SCHEDULE
AERIAL
FOR
SEWER Al 1
PIER TYPE
HEIGH11 (FT)
HEIGHT OF CONCRETE
FOOT1NG3 (FT)
QUANTITY
STEEL2
FRAME
STRUCTURE
12
1
2
18
1
1.5
23
1
3
26
1
N/A
28
1
1
30
2
N/A
TOTAL
15
1. APPROXIMATE PIER HEIGHT IS BASED ON ESTIMATED
MEASUREMENTS PERFORMED FROM GROUND LEVEL. ACTUAL PIER
HEIGHT MAY VARY FROM WHAT IS SHOWN.
2. STEEL FRAME STRUCTURE HEIGHT INCLUDES HEIGHT OF FRAMES
AND CONCRETE FOOTINGS.
3. 1YPICAL CROSS SECTION OF CONCRETE FOOTERS UNDER STEEL
FRAMES RANGE FROM 18 SQ. IN. TO 24 SQ. IN.
[±Itacht P
•
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
W. BEELER
M. POLLARD
Smith
5400 Glenwood Avenue, Suite 400
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN 48" WSP
AERIAL SEGMENTS 10 AND 11
AND ABANDONED 30" CI AERIAL SEGMENT All
PROJECT NO. 119145-243812
FILE NAME: CDM4STDM.DWG
SHEET NO.
DM-7
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
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TCEJLOD
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\ PUE
REMOVE MH
EX. BURIED � ' a 40
ABANDONED
CONC PILLAR
PIPE SUPPORT CONC PILLAR
TOP ELEV 739.92' TOP ELEV.• 73Z05'
PUE PUE
TCE/LOD TCE/LOD
7,39
30" SS ;¢ 4,5
�30
�29
TCE/LOD
100—YR FLDPLN
— 729 -
TCE/LOD
737
TCE/LOD
737
TCE
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
CONC PILLAR
ELEI/ 737.12'
PUE
73> '? Lt5, ut5, `7sz
LOD TCE/LOD
y/
1
CONTRACTOR PERMITTED TO
USE EXISTING CULVERT TO
ACCESS WORK AREA.
LOCATION OF CULVERT IS
APPROXIMATE. N
MARK LEWIS & CHRISTEL
ASBILL OLIPHANT
PARCEL NO: 161538
D.B. 4636, PG. 434
�6'121 1�C3 9 130 731
/L0I - TCE/LOD
��' CONC PILLAR _— —
TCE /� TOP ELEV.• 737.49' '
.i� �♦ �. .ell, pv ♦r 1 .� iU ♦>
EX. 15" CI
CULVERT
/
� 1 �i \ i.1�r �. ♦ ♦. ♦ t . tt t . 1 i ♦1
♦
EXISI:JNG 286 OF AERIAL 48" WSP ♦��;t\���q!.��\♦
CONC PILLAR: CONC PILLAR
TOP ELEI/ TOP ELEI/ 737.37
37.'' 3+00
- / / / / / , / 1/� ///// f /
\-_L CONC
T,.
aUE
E/LOD
�30
01
ELEI/ ' •
737.21'11
48" WSP AERIAL SEGMENT 12
SCALE: 1 " = 20'
i
NTC OD TCE/Lop
•
//r
1
/ / C CONC PILLAR / / / / / 'N
/ TOP ELEI/ 737.36' PIPE SUPPORT ,
" // 7 TOP ELEV:740.41'
�[/ ,/,/ our'
/ /
138 391k0 -10-'1tor2 10 10'-145'/46
TCE/LOD'
COLLAR
TOP ELEV.• 743.41 '
\mot'
9�,
REMOVE CONCRETE BLOCK
UNDER PIPE SEE PHOTO J
ON CD-9 FOR REFERENCE.
s2 733,134
/
i
747
TCE/LOD g' "'� /TCE/LOD
/
MARK LEWIS & CHRISTEL
ASBILL OLIPHANT
PARCEL NO: 161538
D.B. 4636, PG. 434
PUE
PUE
U7
I r fTl
4+:w ! LO fTl
ci)OI zEl
z
I � I
I �
LOD _1O
10
I Z —r1
I 0
EX. BURIED
ABANDONED
30" SS
1" = 20'
10
NOTES:
0
20
1. ALL CONCRETE PIERS FOR THE 48" WSP SHALL
REMAIN. REFER TO STRUCTURAL DRAWINGS FOR MINOR
REPAIRS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING
AND DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED
DURING DEMOLITION IN ACCORDANCE WITH LOCAL,
STATE, AND FEDERAL REGULATIONS.
MARK LEWIS et CHRISTEL
ASBILL OLIPHANT
PARCEL NO: 161538
LOD
TCE/LOD
N
CONC COLL4R
30' EXISTING SANITAR
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
TCE/LOD
NAIL-TBM
N=801691.46
E=1718887.99
TCE/LOD
•
0
10
EXISTING 126 OF AERIAL 48 W P
(TYP.)
TCE/LOD
PUE
)NC PILLAR
. 717474 i7474/7474(47 . A77177
PIPE SUPPORT' ------, CONC IVAR -,CONC PIL4R PIPE SUPPOR 1
•
TCE/LOD \
TCE/LOD
(TYP.)
EX. BURIED
ABANDONED
30" SS
TCE/LO
50
48" WSP AERIAL SEGMENT 13
TCE/LOD
6'
PUE
DUE
TCE/LOD
PARCEL NO: 180797
TCE/LOD
2+00
TCE/LOD
REMOVE MH
TCE/LOD TCE/LOD
•
CHRISTEL ASBILL
OLIPHANT
i PARCEL NO: 161538
EX. BURIED
ABANDONED
30" SS
2A_58
PARCEL NO: 180797
•
•
o
0
0
\\
20'
20
48" WSP DEMOLITION LEGEND:
REMOVE EXISTING CONCRETE COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP AND CUT ANCHOR BOLTS
FLUSH WITH TOP OF CONCRETE PIER.
REMOVE TWO SEGMENTS OF 48" RCP TO THE NEAREST
JOINT.
REMOVE TRANSITION COUPLINGS.
EACH CONCRETE PIER HAS A RING GIRDER UNLESS
OTHERWISE NOTED. REMOVE THE RING GIRDER AND CUT
ANCHOR BOLTS FLUSH WITH THE TOP OF THE PIER.
SEE NOTE 1.
REMOVE EXISTING 48" WSP INCLUDING ACCESS MANWAYS.
LEGEND
LIMITS OF DEMOLITION
WETLANDS
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
W. BEELER
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
48" WSP AERIAL SEGMENTS 12 AND 13
PROJECT NO. 119145-243812
FILE NAME: CDM4STDM.DWG
SHEET NO.
DM-8
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
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.7(1
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
♦
♦
EX. 48" RCP
REMOVE MH
NCP MIAMI LLC C/O
NORTHLIGHT CAPITAL PARTNERS
PARCEL NO: 157918
D.B. 8092, PG. 1097
IMP IMP
\
"IP -TBM
N=802049.63
▪ E=1718441.87
0 ELEV=745.79 PIPE SUPPORT
O TOP ELEV: 741.40'
PUE
CO
3r v n
TCE/LOD
CONC COLLAR
TOP ELEV "44.37'
TCE/LOD
PUIr
tr
TCE/LOD
•
r CONCUPILLAR
I MD ELEV: 738.56'
1+00
/7 4
S`
50'CR
ULOD
r CONC :PILLAR
73= 53'
ABANDONED 30"
CI AERIAL SEGMENT Al2
1
(TYP.)
r•;'3'/////////_/////////////11//////1�////
uu •,,,�����JJJJJJ �
TCE/LOD TCE/LOD
TCE/LOD
r-
TCE/LOD
�M
TCE/LOD
cP
REMOVE CONCRETE COLLAR AND TWO
PIPE SECTIONS. FILL 5' OF REMAINING
BURIED PIPE AND PLUG AND SEAL END.
REMOVE APPROXIMATELY 292' OF 30" AERIAL CI
PIPE INCLUDING DUAL SUPPORTING I —BEAMS
RUNNING LONGITUDINAL ALONG THE AERIAL PIPE
♦ AND STEEL CROSS MEMBERS. SEE PHOTOS A
♦ AND E ON CD-9 FOR REFERENCE.
\••
/ / /
100-YR \
FL I' N
CO
N
��
A
(3'
0 EXISTING 206' OF AERIAL 48"
•OIPUE I 47/9.65' 2+ ObCONC PILLAR
TOP ELEV:
D JE L`OD
WSP
`r.0NC PI rr
TOP ELE' i 738.73'
74-74/AWii /W7f
NAIL - TBM I `
N=801968.89 . (TYP.)
• E=1718301.16
I ELEV=732.08 •
///1/////
AE/L. D
a
n \ •
\
TCE/LID
•
1
I
1
////
REMOVE ALL PIERS AND ABOVE
GRADE PORTIONS OF CONCRETE
FOOTINGS. SEE PIER DEMOLITION
SCHEDULE FOR ABANDONED 30"
AERIAL SEWER Al2. SEE PHOTOS
B, C, AND D ON CD-9 FOR
REFERENCE.
48" WSP AERIAL SEGMENT 14
ABANDONED 30" CI AERIAL SEGMENT Al2
SCALE: 1 " = 20'
744
,-,PE S
TOP ELEV:
/////
TCEXLOD
i
WILLIAM L. JACKSON
PARCEL NO: 180797
D.B. 3227, PG. 822
s
a'
Pr _ CONC P)LLpp
R
20' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
" 1
PU
TOP ELEV 738.74'
/
�I r
r.1E!
PORT
1.60' -' /
BARN
REMOVE MH
LOD 'PUILOD LODE
CONC
COLLAR
TOP ELEV 744.52' 1-
03+00
N W
o .N•
41/
//$ ///j///
TCE/LOD
A":*1
\'
WILLIAM L. JACKSON �' ''\•
/ PARCEL NO: 180797
/ D.B. 3227, PG. 822
\•.
N
TCE/LOD
3+58 pUF
EX. 48" RCP
pUF
EX. 15" VC SS
REMOVE CONCRETE COLLAR AND TWO
PIPE SECTIONS. FILL 5' OF REMAINING
BURIED PIPE AND PLUG AND SEAL END.
BUILDING
GARAGE
LEGEND
LIMITS OF DEMOLITION
WETLANDS
1" = 20'
10
0
20
PIER DEMOLITION
ABANDONED
30"
SCHEDULE
AERIAL
FOR
SEWER Al2
PIER TYPE
QUANTITY
HEIGHT OF CONCRETE
FOOTING3 (FT)
HEIGHT (FT)
CONCRETE
SADDLE
1 TO 3
2
N/A
4 TO 7
3
N/A
STEEL2
FRAME
STRUCTURE
8.5
1
1
11
1
N/A
13
2
2, 4
15
1
N/A
16
1
2
17
1
1.5
20
1
7.5
TOTAL
13
1. APPROXIMATE PIER HEIGHT IS BASED ON ESTIMATED
MEASUREMENTS PERFORMED FROM GROUND LEVEL. ACTUAL PIER
HEIGHT MAY VARY FROM WHAT IS SHOWN.
2. STEEL FRAME STRUCTURE HEIGHT INCLUDES HEIGHT OF FRAMES
AND CONCRETE FOOTINGS.
3. TYPICAL CROSS SECTION OF CONCRETE FOOTERS UNDER STEEL
FRAMES RANGE FROM 18 SQ. IN. TO 24 SQ. IN.
NOTES:
1. ALL CONCRETE PIERS FOR THE
48" WSP SHALL REMAIN. REFER
TO STRUCTURAL DRAWINGS FOR
MINOR REPAIRS. ALL PIERS FOR
THE ABANDONED 30" AERIAL
SEWER SHALL BE DEMOLISHED
SEE PIER DEMOLITION SCHEDULE
FOR ABANDONED 30" AERIAL
SEWER Al2 BELOW.
2. APPROXIMATE LENGTH OF 30"
AERIAL CI SEWER TO BE
REMOVED ESTIMATED FROM
VISUAL COUNT OF 12' PIPE
SECTIONS OBSERVED IN FIELD.
3. CONTRACTOR SHALL BE
RESPONSIBLE FOR HANDLING AND
DISPOSAL OF ANY PIPE RESIDUAL
ENCOUNTERED DURING
DEMOLITION IN ACCORDANCE WITH
LOCAL, STATE, AND FEDERAL
REGULATIONS.
4. ABANDONED LINES SHOWN ARE
NOT SURVEYED AND LOCATIONS
ARE APPROXIMATE.
48" WSP DEMOLITION
LEGEND:
REMOVE EXISTING CONCRETE
COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP
AND CUT ANCHOR BOLTS FLUSH
WITH TOP OF CONCRETE PIER.
REMOVE TWO SEGMENTS OF 48"
RCP TO THE NEAREST JOINT.
REMOVE TRANSITION COUPLINGS.
EACH CONCRETE PIER HAS A
RING GIRDER UNLESS OTHERWISE
NOTED. REMOVE THE RING
GIRDER AND CUT ANCHOR BOLTS
FLUSH WITH THE TOP OF THE
PIER. SEE NOTE 1.
OREMOVE EXISTING 48" WSP
INCLUDING ACCESS MANWAYS.
r EX. 48" RCP
EX. 18"
VCP SS
�O
790
REMOVE MH
O/ ` //
, /
TCE/LOD WLOD
CMT HOLDING, LLC
PARCEL NO: 180802
0) B. 7185, PG. 2858
L
25' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
TCE/LOD
PUi.
CMT HOLDING, LLC
PARCEL NO: 180802
D.B. 7185, PG. 2858
TCE/LOD TCE/LOD
NNE-
N �\
IPIPE SUPPORT
TOP ELEV 743 47'
c;
1+00
rum PUS r . ��•
CONC COLLAR
TOP ELEV 746.57' \ . ` \ \ \ ONC PILLAR
• \ \ ( TOP ELEV: 740.57'
1 l \
TCE/LOD TCE/LOD
CMT HOLDING, LLC
PARCEL NO: 180855
D.B. 7775, PG. 1253
P.B. 141, PG. 56
EX. BURIED ABANDONED 30" SS
TC LOD
PUE
14/LOD TCAOD
CONC PILLAR \CONC PILLAR \
TOP ELEV: 740.56' r kOP ELEV: 740.5f
2+00
20'
ZONE
50'
RP
30
ZONE
BUFFER
lX" IP TBM
I N=801414.40
E=1717315.82
ELEV=728.92
/
,'C
PUE
TCE/LOD
CONC PILLAR
•
•
PUE
•
TCE/L
TCE/LOD
14)
PUE
/74-74444-7/
•
CMT HOLDING, LLC
PARCEL NO: 180855
731
TCE/LOD
.....ZONC PILLAR
--"----....... 3+00 ii- CONC PILLAR
-•••••••• F TOP ELEV: 740.88' -(()
CONC PILLAR -
4
M7774A4/74-7W-74-77///77/YMM/Y/Zer9 L1;1
PUE
TCE/LOD
‘j%N;\ t%4
48" WSP AERIAL SEGMENT 15
•
TCE/LOD
TCE/LOD
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
,TOP ELEV:
COIC-11P1--LLA-;
f CONC PILLAR F77 CONC CO/LLA;
PUE
Ou
PUE
TOP ELEV: 743.86' -
PUE PUE PUE
TCE/LOD
10 1 OP OP
TCE/LOD TCE/LOD
EX. 48" RCP
51
= 20'
10
0
20
(6.76.
:7.21:1:11
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
CROSS CHK'D BY.
APPROVED BY-
DATE-
W. BEELER
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
48" WSP AERIAL SEGMENTS 14 AND 15
AND ABANDONED 30" CI AERIAL SEGMENT Al2
PROJECT NO. 119145-243812
FILE NAME: CDM4STDM.DWG
SHEET NO.
DM-9
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\G002SYMB.dwg
INCORPORATED HEREIN, ARE THE PROPERTY
0 Z I 0 -o
0
G ARTHUR D. SIMRE
— <" PARCEL NO: 1806 ,...
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D I
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P
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NORTH CAROLINA
DEPARTMENT OF I
TRANSPORTATION :
OH
I
t %2 " IP TBM
N=800993.28
\
E=1713424.26
ELEV=753.28
CE/
0
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ARTHUR D SIMR
ARCEL N : 1806
1 D.B. 7158 PG. 127 •
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PIPE SUP
TOP ELEV:•
II
II
II
•
1l
rl
Ir
0
1+bo
RT
750.81'
FOR
DEP
CAROLINA
RTMENT OF
SPORTATION
1
I
I
30' I 20'
ZONE 1 ZONE 2
50' STREAM BUFFER
1
CAUTION! OVERHEAD I
POWER LINES '
I I.
II
I '
EXISTING 46'
F 1-
,-GONG C• . i R
I TOP ELEV '- . 9
-
2/1-7447174-74/
/
30' EXISTING
SANITARY SEWER
EASEMENT (PER DMP
PROJECT NUMBER
120033; DATED: SEPT.
2012)
OF AERIAL 48" WSP
it•
PUE—
SEE NOTE 3 X. 48" RCP
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IPE SUPPO 'T 151
P ELEV 50.98' 750
NORTH CAROLi,.,
DEPARTMENT OF
TRANSPORTATION
CAUTION! OVERHEAD
POWER LINES
1I
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PUE
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TCE/LOD
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TCE/LOD
SEE SHEET DM-16 FOR 30"
ABANDONED CI PIPE SEGMENT A15
1
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SCALE: 1 " = 20'
1':
4,
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10
0
20
NOTES:
1. ALL CONCRETE PIERS FOR THE 48" WSP SHALL
REMAIN. REFER TO STRUCTURAL DRAWINGS FOR MINOR
REPAIRS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING
AND DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED
DURING DEMOLITION IN ACCORDANCE WITH LOCAL,
STATE, AND FEDERAL REGULATIONS.
3. UNDERGROUND PIERS ARE LOCATED IN THIS AREA TO
SUPPORT THE PIPE DUE TO UNSTABLE SOIL
CONDITIONS. MODIFY AS NECESSARY FOR
CONSTRUCTION. SEE C-16 FOR PROFILE VIEW.
48" WSP DEMOLITION LEGEND:
REMOVE EXISTING CONCRETE COLLAR AND STEEL/RCP
ADAPTER. REMOVE PIPE STRAP AND CUT ANCHOR BOLTS
FLUSH WITH TOP OF CONCRETE PIER.
REMOVE TWO SEGMENTS OF 48" RCP TO THE NEAREST
JOINT.
REMOVE TRANSITION COUPLING.
REMOVE EXISTING 48" WSP INCLUDING ACCESS MANWAYS.
REMOVE ONE SEGMENT OF 48" RCP TO THE NEAREST JOINT.
LEGEND
LIMITS OF DEMOLITION
WETLANDS
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
W. BEELER
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
48" WSP AERIAL SEGMENT 16
PROJECT NO. 119145-243812
FILE NAME: CDM4STDM.DWG
SHEET NO.
DM-10
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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CD-9 FOR REFERENCE.
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PARCEL NO: 20/9710
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REMOVE CONCRETE COLLARS AND
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TOP OF MANHOLE AND FILL MANHOLE
'IITH SUITABLE MATERIAL TO GRADE AND
ABANDON. SEE PHOTO G ON CD-9 FOR
REFERENCE.
/f REMOVE APPROXIMATELY 48' OF
f 30" AERIAL CI PIPE INCLUDING
DUAL SUPPORTING I —BEAMS
RUNNING LONGITUDINAL ALONG THE
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SEE PHOTOS A AND D ON CD-9
FOR REFERENCE.
•
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REMOVE APPROXIMATELY 354' OF
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MEMBERS. SEE PHOTOS A AND E
ON CD-9 FOR REFERENCE. / � /•
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SCHEDULE FOR ABANDONED 30"
AERIAL SEWER A2. SEE PHOTOS B
AND D ON CD-9 FOR REFERENCE.
7.35
REMOVE CONCRETE COLLAR AND
TWO PIPE SECTIONS. FILL 5' OF
REMAINING BURIED PIPE AND PLUG
AND SEAL END.
PARCEL NO:,209710
MEND
N
SEE SHEET C-102 FOR LOD CONTINUATION
eo
IMP
REMOVE ALL PIERS AND ABOVE
GRADE PORTIONS OF CONCRETE
FOOTINGS. SEE PIER DEMOLITION
SCHEDULE FOR ABANDONED 30"
AERIAL SEWER A3. SEE PHOTOS
B AND D ON CD-9 FOR
REFERENCE.
REMOVE CONCRETE COLLAR AND
TWO PIPE SECTIONS. FILL 5' OF
REMAINING BURIED PIPE AND PLUG
AND SEAL END.
REMOVE APPROXIMATELY 210' OF .
30" AERIAL CI PIPE INCLUDING 1
DUAL SUPPORTING I —BEAMS
RUNNING LONGITUDINAL ALONG THE
AERIAL PIPE AND STEEL CROSS
MEMBERS. SEE PHOTOS A AND E
ON CD-9 FOR REFERENCE.
IMP
ABANDONED 30" CI AERIAL SEGMENT A3
IMP
(90
IMP
IMP IMP
IMP
IMP
IMP IMP
(36
REMOVE CONCRETE COLLAR AND
TWO PIPE SECTIONS. FILL 5' OF
REMAINING BURIED PIPE AND PLUG
AND SEAL END.
EXISTING 48"
BURIED SEWER
N
N
N=799717.35
ELEV=735.05
pU
PARCEL NO: 161471
134
740
742
74,3
744
745
746
747
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0
40
1. ALL PIERS FOR THE ABANDONED 30" CI AERIAL
SEWER SHALL BE REMOVED TO GROUND LEVEL. SEE
PIER DEMOLITION SCHEDULE FOR ABANDONED 30"
AERIAL SEWER BELOW.
2. APPROXIMATE LENGTH OF 30" AERIAL CI SEWER TO
BE REMOVED ESTIMATED FROM VISUAL COUNT OF 12'
PIPE SECTIONS OBSERVED IN FIELD.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING
AND DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED
DURING DEMOLITION IN ACCORDANCE WITH LOCAL,
STATE, AND FEDERAL REGULATIONS.
4. WETLANDS SHOWN ON THESE PLANS ARE FROM A
FIELD DELINEATION IN NOVEMBER, 2020. FLAGGING TO
BE PROVIDED PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL AVOID IMPACTS TO WETLANDS AS MUCH AS
POSSIBLE.
5. ABANDONED LINES SHOWN ARE NOT SURVEYED AND
LOCATIONS ARE APPROXIMATE.
LEGEND
LIMITS OF DEMOLITION
WETLANDS
PIER DEMOLITION
ABANDONED
30"
SCHEDULE
AERIAL
FOR
SEWER A2
PIER TYPE
HEIGHT1 (FT)
HEIGHT OF CONCRETE
FOOTING3 (FT)
QUANTITY
STEEL2
FRAME
STRUCTURE
12.5
1
3
16
1
2.5
20
1
2
25
2
2, 3.5
27
1
3
33
1
1.5
TOTAL
18
PIER DEMOLITION
ABANDONED
30"
SCHEDULE
AERIAL
FOR
SEWER A3
PIER TYPE
HEIGHTI (FT)
HEIGHT OF CONCRETE
FOOTING3 (FT)
QUANTITY
STEEL2
FRAME
STRUCTURE
9
1
1
11
1
0.5
13
1
2.5
TOTAL
9
1. APPROXIMATE PIER HEIGHT IS BASED ON ESTIMATED
MEASUREMENTS PERFORMED FROM GROUND LEVEL. ACTUAL PIER
HEIGHT MAY VARY FROM WHAT IS SHOWN.
2. STEEL FRAME STRUCTURE HEIGHT INCLUDES HEIGHT OF FRAMES
AND CONCRETE FOOTINGS.
3. TYPICAL CROSS SECTION OF CONCRETE FOOTERS UNDER STEEL
FRAMES RANGE FROM 18 SQ. IN. TO 24 SQ. IN.
NNO , %%%%%% 11,7 %%%%%%%%%
7t,,,,,,,,,,,
ictiau.04.cr
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
ABANDONED 30" CI AERIAL SEGMENTS A2 AND A3
PROJECT NO. 119145-243812
FILE NAME: CDM11STDM.DWG
SHEET NO.
DM-11
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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REMOVE APPROXIMATELY 256' OF 30"
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SEE PHOTOS A AND E ON CD-9 FOR
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N2= IP TB5 n
N=799
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744
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ROBERT L. & MARY _LOU CASHA7T
PARCEL NO:-161471
D.B. 1867, PG. 174'
EXISTING 48"
AERIAL SEWER
SEGMENT 6
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REMOVE ALL PIERS. SEE PIER
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I
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REMOVE APPROXIMATELY
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REMOVE MANHOLE
9
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783
754
755 a.
756 -
757
758
REMOVE APPROXIMATELY 65' OF 30"
AERIAL CI PIPE INCLUDING DUAL
SUPPORTING I -BEAMS RUNNING
LONGITUDINAL ALONG THE AERIAL PIPE.
SEE PHOTO A ON CD-9 FOR
REFERENCE.
ABANDONED 30" CI AERIAL SEGMENT A5
SCALE: 1 "=40'
1" = 40'
20
NOTES:
0
40
1. ALL PIERS FOR THE ABANDONED 30" CI AERIAL
SEWER SHALL BE REMOVED TO GROUND LEVEL. SEE
PIER DEMOLITION SCHEDULE FOR ABANDONED 30"
AERIAL SEWER BELOW.
2. APPROXIMATE LENGTH OF 30" AERIAL CI SEWER TO
BE REMOVED ESTIMATED FROM VISUAL COUNT OF 12'
PIPE SECTIONS OBSERVED IN FIELD.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING
AND DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED
DURING DEMOLITION IN ACCORDANCE WITH LOCAL,
STATE, AND FEDERAL REGULATIONS.
4. WETLANDS SHOWN ON THESE PLANS ARE FROM A
FIELD DELINEATION IN NOVEMBER, 2020. FLAGGING TO
BE PROVIDED PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL AVOID IMPACTS TO WETLANDS AS MUCH AS
POSSIBLE.
5. ABANDONED LINES SHOWN ARE NOT SURVEYED AND
LOCATIONS ARE APPROXIMATE.
LEGEND
LIMITS OF DEMOLITION
WETLANDS
PIER DEMOLITION
ABANDONED
30"
SCHEDULE
AERIAL
FOR
SEWER A4
PIER TYPE
HEIGHT (FT)
QUANTITY
HEIGHT OF CONCRETE
FOOTING3 (FT)
CONCRETE
SADDLE
0 TO 4
3
N/A
4 TO 9
3
N/A
STEEL2
FRAME
STRUCTURE
13
1
1
15
1
3
17
2
2, 3
20
1
6
TOTAL
11
PIER DEMOLITION
ABANDONED
30"
SCHEDULE
AERIAL
FOR
SEWER A5
PIER TYPE
HEIGHI1 (FT)
QUANTITY
HEIGHT CONCRETE
FOOTINN CONCRETE
(FT)
CONCRETE
SADDLE
0 TO 3
2
N/A
3 TO 6
2
N/A
TOTAL
4
1. APPROXIMATE PIER HEIGHT IS BASED ON ESTIMATED
MEASUREMENTS PERFORMED FROM GROUND LEVEL. ACTUAL PIER
HEIGHT MAY VARY FROM WHAT IS SHOWN.
2. STEEL FRAME STRUCTURE HEIGHT INCLUDES HEIGHT OF FRAMES
AND CONCRETE FOOTINGS.
3. TYPICAL CROSS SECTION OF CONCRETE FOOTERS UNDER STEEL
FRAMES RANGE FROM 18 SQ. IN. TO 24 SQ. IN.
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DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
ABANDONED 30" CI AERIAL SEGMENTS A4 AND A5
PROJECT NO. 119145-243812
FILE NAME: CDM 12STDM.DWG
SHEET NO.
DM-12
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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ROBERT L. & MARY LOU ICA. Hi / SEE PHOTO A ON CD-9 FOR REFS
PARCEL NO:, 1611471 1 1 1
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SEE SHEET C-103 FOR LOD CONTINUATION
/301 .' aoi 1/301
SCALE: 1"=40'
REMOVE CONCRETE COLLAR
AND TWO PIPE SECTIONS. FILL
5' OF REMAINING BURIED PIPE
AND PLUG AND SEAL END.
REMOVE ALL PIERS. SEE PIER
DEMOLITION SCHEDULE FOR ABANDONED
30" AERIAL SEWER A6. SEE PHOTO D
ON CD-9 FOR REFERENCE.
EXISTING 48"
AERIAL SEWER
SEGMENT 7
SEE SHEET C-103 FOR LOD CONTINUATION
0
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SCHEDULE FOR ABANDONED 30" AERIAL
SEWER A7. SEE PHOTO D ON CD-9 FOR
REFERENCE.
ICE/1-
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SEE PHOTO A ON CD-9 FOR REFERENCE.
ABANDONED 30" CI AERIAL SEGMENT A7
SCALE: 1 "=40'
0
NOTES:
1. ALL PIERS FOR THE ABANDONED 30" CI AERIAL
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2. APPROXIMATE LENGTH OF 30" AERIAL CI SEWER TO
BE REMOVED ESTIMATED FROM VISUAL COUNT OF 12'
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3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING
AND DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED
DURING DEMOLITION IN ACCORDANCE WITH LOCAL,
STATE, AND FEDERAL REGULATIONS.
4. WETLANDS SHOWN ON THESE PLANS ARE FROM A
FIELD DELINEATION IN NOVEMBER, 2020. FLAGGING TO
BE PROVIDED PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL AVOID IMPACTS TO WETLANDS AS MUCH AS
POSSIBLE.
5. ABANDONED LINES SHOWN ARE NOT SURVEYED AND
LOCATIONS ARE APPROXIMATE.
LEGEND
LIMITS OF DEMOLITION
WETLANDS
PIER DEMOLITION
ABANDONED
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SCHEDULE
AERIAL
FOR
SEWER A6
PIER TYPE
HEIGHTI (FT)
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QUANTITY
CONCRETE
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6
PIER DEMOLITION
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FOR
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PIER TYPE
HEIGHT1 (FT)
CONCRETE
HEIGHT CONCRETE
QUANTITY
FOOTINN (FT)
CONCRETE
SADDLE
0 TO 3
4
N/A
5 TO 9
5
N/A
TOTAL
9
1. APPROXIMATE PIER HEIGHT IS BASED ON ESTIMATED
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HEIGHT MAY VARY FROM WHAT IS SHOWN.
2. STEEL FRAME STRUCTURE HEIGHT INCLUDES HEIGHT OF FRAMES
AND CONCRETE FOOTINGS.
3. TYPICAL CROSS SECTION OF CONCRETE FOOTERS UNDER STEEL
FRAMES RANGE FROM 18 SQ. IN. TO 24 SQ. IN.
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
ABANDONED 30" CI AERIAL SEGMENTS A6 AND A7
PROJECT NO. 119145-243812
FILE NAME: CDM13STDM.DWG
SHEET NO.
DM-13
FOR CONSTRUCTION

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ABANDONED 30" CI AERIAL SEGMENT A9
DESIGNED BY.
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY'
APPROVED BY• M. POLLARD
DATE• APRIL 2021
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
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APPROXIMATE LENGTH OF 30" AERIAL CI SEWER TO
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STATE, AND FEDERAL REGULATIONS.
WETLANDS SHOWN ON THESE PLANS ARE FROM A
FIELD DELINEATION IN NOVEMBER, 2020. FLAGGING TO
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SHALL AVOID IMPACTS TO WETLANDS AS MUCH AS
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PIER DEMOLITION
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QUANTITY
HEIGHT CONCRETE
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TYPICAL CROSS SECTION OF CONCRETE FOOTERS UNDER STEEL
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DEMOLITION PLAN
ABANDONED 30" CI AERIAL SEGMENTS A8 AND A9
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
PROJECT NO. 119145-243812
FILE NAME: CDM14STDM.DWG
FOR CONSTRUCTION
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4. WETLANDS SHOWN ON THESE PLANS ARE FROM A
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AND CONCRETE FOOTINGS.
3. TYPICAL CROSS SECTION OF CONCRETE FOOTERS UNDER STEEL
FRAMES RANGE FROM 1 8 SQ. IN. TO 24 SQ. IN.
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
ABANDONED 30" CI AERIAL SEGMENTS
A10 AND A13
PROJECT NO. 119145-243812
FILE NAME: CDM15STDM.DWG
SHEET NO.
,1
DM-15
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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REMOVE ALL PIERS AND ABOVE
GRADE PORTIONS OF CONCRETE
FOOTINGS. SEE PIER DEMOLITION
SCHEDULE FOR ABANDONED 30"
AERIAL SEWER A14. SEE
PHOTOS B AND D ON CD-9
FOR REFERENCE.
N N
N
NN
-
\ \ \ \ \ \ \ \ N N N
\\\\ \ \�\N � \ \S\\� \ \\ N\ \\
1 oo,
FLDpLN
\
\
\
I
I
765
7RR
REMOVE CONCRETE COLLAR
AND TWO PIPE SECTIONS. FILL
5' OF REMAINING BURIED PIPE
AND PLUG AND SEAL END.
773
/65
760
761
762
I 11
763 I II
764 I I
REMOVE ALL PIERS AND ABOVE
GRADE PORTIONS OF CONCRETE
FOOTINGS. SEE PIER DEMOLITION
SCHEDULE FOR ABANDONED 30"
AERIAL SEWER A15. SEE PHOTOS B
AND D ON CD-9 FOR REFERENCE.
NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
TCE/LOD
SEE SHEET C-106 FOR LOD CONTINUATION
758
759
IMP IMP
IMP IMP
EXISTING 48"
AERIAL SEWER
SEGMENT 16
ARTHUR D. SIMREI,
PARCEL NO: 18069
D.B. 7158, 'G. 127\1
TCE/LOD — nH TCE/LOD 0) TCE/LODH
--1 (D l()
TCE/LOD
TCE/LOD
•
IMP IMP
TCE/LOD
ARTHUR D. SIMREL
PARCEL NO: 180699
•
IMP IMP
ABANDONED 30" CI AERIAL SEGMENT A15
ZONE 1
OVERHEAD
POWER LINES
ZONE' 2/
p0' STREAM BUFFER
TCE/LOD
WAT PRAKEONARAMITH INC.
PARCEL NO: 180702
FLDPLN
BRICK MANHOLE WITH /
CONCRETE BASE. REMOVE. SEE / /
PHOTO M ON CD-9 FOR
REMOVE APPROXIMATELY 370' OF 30"
AERIAL CI PIPE INCLUDING DUAL
SUPPORTING I -BEAMS RUNNING
LONGITUDINAL ALONG THE AERIAL PIPE
AND STEEL CROSS MEMBERS. SEE
PHOTOS A AND E ON CD-9 FOR
REFERENCE.
0 0
i.)f
OP TA4Er Fi 1 ,
20
NOTES:
40
1. ALL PIERS FOR THE ABANDONED 30" CI AERIAL
SEWER SHALL BE REMOVED TO GROUND LEVEL. SEE
PIER DEMOLITION SCHEDULE FOR ABANDONED 30"
AERIAL SEWER BELOW.
2. APPROXIMATE LENGTH OF 30" AERIAL CI SEWER TO
BE REMOVED ESTIMATED FROM VISUAL COUNT OF 12'
PIPE SECTIONS OBSERVED IN FIELD.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING
AND DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED
DURING DEMOLITION IN ACCORDANCE WITH LOCAL,
STATE, AND FEDERAL REGULATIONS.
4. WETLANDS SHOWN ON THESE PLANS ARE FROM A
FIELD DELINEATION IN NOVEMBER, 2020. FLAGGING TO
BE PROVIDED PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL AVOID IMPACTS TO WETLANDS AS MUCH AS
POSSIBLE.
5. ABANDONED LINES SHOWN ARE NOT SURVEYED AND
LOCATIONS ARE APPROXIMATE.
LEGEND
LIMITS OF DEMOLITION
WETLANDS
PIER DEMOLITION
ABANDONED
30"
SCHEDULE
AERIAL
FOR
SEWER Al 4
PIER TYPE
HEIGHTI (FT)
QUANTITY
HEIGHT OF CONCRETE
FOOTING3 (FT)
STEEL2
FRAME
STRUCTURE
10
1
1.5
13
1
3
18
1
2
20
1
4
32
1
4
TOTAL
17
PIER DEMOLITION
ABANDONED
30"
SCHEDULE
AERIAL
FOR
SEWER Al 5
PIER TYPE
HEIGHT1 (FT)
QUANTITY
HEIGHT OF CONCRETE
FOOTING3 (FT)
SADDLE
FRAME
TOTAL
17
1. APPROXIMATE PIER HEIGHT IS BASED ON ESTIMATED
MEASUREMENTS PERFORMED FROM GROUND LEVEL. ACTUAL PIER
HEIGHT MAY VARY FROM WHAT IS SHOWN.
2. STEEL FRAME STRUCTURE HEIGHT INCLUDES HEIGHT OF FRAMES
AND CONCRETE FOOTINGS.
3. TYPICAL CROSS SECTION OF CONCRETE FOOTERS UNDER STEEL
FRAMES RANGE FROM 18 SQ. IN. TO 24 SQ. IN.
Efid,07
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY -
CROSS CHK'D BY -
APPROVED BY-
DATE-
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
ABANDONED 30" CI AERIAL SEGMENTS
A14 AND A15
PROJECT NO. 119145-243812
FILE NAME: CDM1 6STDM.DWG
SHEET NO.
DM-16
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\G002SYMB.dwg
INCORPORATED HEREIN, ARE THE PROPERTY
2
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GRADE PORTIONS OF CONCRETE - \�
FOOTINGS. SEE PIER DEMOLITION \\ \
SCHEDULE FOR ABANDONED 30" �\\�\ \�\�• ?;;;�
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FOR REFERENCE.
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LOCATION OF CULVERT IS
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<nrAVow.rr.ArrA7✓oow.rsia;vrv✓rorLr.Vw.vrv✓
\\\\\\z-..\\\\\\\\%\\‘\\\\\‘ <°-3:\ •\,•s1,1\\
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EXISTING 48"
BURIED SEWER
ii� —�
,- i� i�
/ /-WgT—PRAKEONARAMITH-fly-
// / / i � -PARCEL NO: 180702- —
�- - - - D: B: 8319, PG. 226-
REMOVE CONCRETE MANHOLE.
TCE/LOD TCE/LOD
///
/�O
(00
T�F
REMOVE APPROXIMATELY 250' OF 30" AERIAL CI
PIPE INCLUDING DUAL SUPPORTING I -BEAMS
RUNNING LONGITUDINAL ALONG THE AERIAL PIPE
AND STEEL CROSS MEMBERS. SEE PHOTOS A AND
E ON CD-9 FOR REFERENCE.
jl�4/'l///
/////// /// /
/ ' ///////////// /
////'/// //// //// /// / /
/ ////// //• / /
,///////// / /
ABANDONED 30" CI AERIAL SEGMENT A16
TCE/LOD
/ //
//// / / / // / /
11 //
/
SCALE: 1"=40'
RTH CAROLINA
EPARTMENT OE
/ / // ' TRANSPORTATION
i / /// / / /
�74i//1////////., i
0
U
j I
O n1i
W p
0 o
i_L
SEE SHEET C-106 FOR LOD CONTINUATION
N-c
1" = 40'
20
NOTES:
0
40
1. ALL PIERS FOR THE ABANDONED 30" CI AERIAL
SEWER SHALL BE REMOVED TO GROUND LEVEL. SEE
PIER DEMOLITION SCHEDULE FOR ABANDONED 30"
AERIAL SEWER BELOW.
2. APPROXIMATE LENGTH OF 30" AERIAL CI SEWER TO
BE REMOVED ESTIMATED FROM VISUAL COUNT OF 12'
PIPE SECTIONS OBSERVED IN FIELD.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING
AND DISPOSAL OF ANY PIPE RESIDUAL ENCOUNTERED
DURING DEMOLITION IN ACCORDANCE WITH LOCAL,
STATE, AND FEDERAL REGULATIONS.
4. WETLANDS SHOWN ON THESE PLANS ARE FROM A
FIELD DELINEATION IN NOVEMBER, 2020. FLAGGING TO
BE PROVIDED PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL AVOID IMPACTS TO WETLANDS AS MUCH AS
POSSIBLE.
5. ABANDONED LINES SHOWN ARE NOT SURVEYED AND
LOCATIONS ARE APPROXIMATE.
LEGEND
LIMITS OF DEMOLITION
WETLANDS
PIER DEMOLITION
ABANDONED
30"
SCHEDULE
AERIAL
FOR
SEWER A16
PIER TYPE
HEIGHT1 (FT)
CONCRETE
HEIGHT FOOT
FOOTINN GS (FT)
QUANTITY
CONCRETE
SADDLE
1 TO 3
1
N/A
4 TO 6
3
N/A
8 TO 10
1
N/A
STEEL2
FRAME
STRUCTURE
8 TO 10
1
0 TO 3
10 TO 12
4
0 TO 3
12 TO 15
2
0 TO 3
TOTAL
12
1. APPROXIMATE PIER HEIGHT IS BASED ON ESTIMATED
MEASUREMENTS PERFORMED FROM GROUND LEVEL. ACTUAL PIER
HEIGHT MAY VARY FROM WHAT IS SHOWN.
2. STEEL FRAME STRUCTURE HEIGHT INCLUDES HEIGHT OF FRAMES
AND CONCRETE FOOTINGS.
3. TYPICAL CROSS SECTION OF CONCRETE FOOTERS UNDER STEEL
FRAMES RANGE FROM 18 SQ. IN. TO 24 SQ. IN.
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY -
CROSS CHK'D BY'
APPROVED BY•
DATE•
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
DEMOLITION PLAN
ABANDONED 30" CI AERIAL SEGMENT A16
PROJECT NO. 119145-243812
FILE NAME: CDM17STDM.DWG
SHEET NO.
DM-17
N
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\c/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\G002SYMB.dwg
0 -- I
O_ I
O ~
LOD LOD
D 1
I Z 1
Z
WUO1
{PUE
LOD
OH
LO / / LOD
•
•
•
•
•
1:::::::::•• ::: GRAVEL DRIVE
1'
/
LOb
2i - ?, r - 722 — - ' ??per ?79'>76
CONC PILLAR •
LOD LODE �D" - TOP ELEV 722.70'
EX. 48" RCP �� \\
P E PUE POE
PIPE SUPPORT
ELEV 725.60' \
DH
0+00
7' DIA. SMH 01-01
STA 0+42
(SEE NOTE 1)
141
OH
N
OH
N N
LOD
— / / I \\
"I \.
/ / '- CONC COLLAR
i " ELEV 728.62'
PUE
NcS N� QC..#
OH
LOD
OH
LOD
6• ,
LOD
OH
LOD
CONC PILLAR
TOP ELEV: 722.78'
PUE
1+00
E
LOD
CITY OF HIGH POINT
PARCEL NO: 209710
D.B. 2952, PG. 973 &
D.B. 4217, PG. 1068
OH
•
LOD
1•13
•�\ •
CONC PILLAR
TOP ELEV: 722.83'
LOD
OH
•\\ •
•.
• • •
••••
EX. 24" CPP CULVERT 1
•
•
•
• '•j
• •
•
• •••
•
•
•
CITY OF HIGH POINT
PARCEL NO: 209711
P.B. 175, PG. 60
%2" IP TBM
N=798791.52
E=1729835.09
ELEV=716.80
CONTRACTOR PERMITTED TO USE EXISTING
LOD
LOD
LOD,
CULVERT TO ACCESS WORK AREA
LOD LOD LOD
723
PUE E / U/
CONC PILLAR o W E SUPPORT / NC COLLAR - — —
\ ELEV: 725 85 / ELEV: 728 93
TOP ELEV 722.83' �
PROPOSED 48" WSP
.�'•' • `•`•'•'.• .•
•
•
11:7
••••••�•
vi
•
. • • • • • • 1• •�• '.•.•„°LOb•'••• •••44••.
. �.•••..`�,•••••.. •••O••.1-?
1 A
•• • • •• •• •• •• •
••••••.•• • • • • •
• •
• • •
I••••�•••• •••.
. •
PUE
PUE
,� —
EXP. JOINT
CONC PILLAR
TOP ELEV 722`9POUt
/ /
, , 115 116 ANA 11� �o, ^c‘,o ,\ryv
• •`• • •.
•
•
L ••;:.•.• • .:•
�•. • • • • ••••.•
• •• �•*••• •• •• ••
•
PLAN
SCALE: 1"=20'
LOD LOD LOD
OH
OH
OH
1
1
1
r"
8
3+00 3+22
I- —I
7' DIA. SMH 01-02
STA 2+80
(SEE NOTE 1)
1( 0
EXISTING ABANDONED 30 "
/ C/ AERIAL SEWER PIPE
"IP TBM
N=798786.22
E=1729711.41
ELEV=716.80
LOD —
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER I 0 1
120033; DATED: SEPT.
2012) I = 0
p I Z
LO LOD 1 I C I
-I'
O
1 ZO
2
PUE
co LOD
cb
cv (N,
OH
CITY OF HIGH POINT
PARCEL NO: 218799
D.B. 3273, PG. 1084
P.B. 176, PG. 100
OH
OH
OH
1"
'c(it
= 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-101 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
7' DIA. SMH 01-01
STA 0+42
RIM 731.00
INV IN 723.52 48" WSP
INV OUT 723.51 48" RCP
730
w 720
w
ELEVATION
710
0
w_
D_
X
W
O
cn
w
O
N
N
a
EX. 48" RCP SS
g 0.09%
PIPE SUPPORT
RIGID
CONNECTION.
SEE NOTE 5.
238 LF OF 48" WSP © 0.08%
SLIDING
CONNECTION.
TYP. OF 4. SEE
NOTE 6.
1 G STA. 2+59
w
0
EXP. JOINT
STA. 2+61.5
7' DIA. SMH 01-02
STA 2+80
RIM 731.50
INV IN 723.71 48" RCP
INV OUT 723.70 48" WSP
--�/ 730
EX. 48" RCP SS
@ 0.09%
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT
1
700
0+00
r —I
40' (TYP.)
r —I
r —I
EX. GRADE
A
EX. CONCRETE PIERS.
SEE NOTE 2.
1 +00
2+00
3+00
710
700
3+22
PROFILE
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 4' VERT.
DicuSig
�•S��L
—1&4t761 D0.
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY•
E. DUDLEY
DRAWN BY•
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 1
PROJECT NO. 119145-243812
FILE NAME: C001 STPP.DWG
SHEET NO.
C-1
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\G002SYMB.dwg
INCORPORATED HEREIN, ARE THE PROPERTY
0 >
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EX. 48" RCP
LOD
30' EXISTING SANITARY SEWER
EASEMENT (PER DMP PROJECT
NUMBER 120033; DATED: SEPT.
2012)
725
O 727---
1?S
OH
LOD
'1
LOD
LOD
PIPE SUPPORT
ELEV: 726.74'
// EXP. JOINT
- /i UE
7' DIA. SMH 02-01
STA 0+42
(SEE NOTE 1)
LOD LOD
OH
OH
0)
J
LOD
CONC PILLAR
TOP ELEI/ 723 87'
1+00
0NC PILLAR
2P ELEI/ 723 88'
SUE
O
N
OH
CS)
LOD
LOD
\ Lo
\
'\ PUE \
\1 \
- \OD \ ...\...,,.
\ � \
OH OH
M_
LOD
•
LOD LOD LOD
PIEDMONT TRIAD REGIONAL
WATER AUTHORITY
PARCEL NO: 209706
D.B. 4425, PG. 449
N - O O 00 cfl t )
0 0 0 n 0 0• W
^ N
n
PUE
CONC PILLAR
TOP ELEV: 72385'
\
OH
PUE
PUE
CONC PILLAR
TOP ELEV: 723.89'
2+10
/) PUE
v o w '♦,♦ 9 Off' ♦�! A w/:\.t•• ♦♦ ♦�/ ,♦�•i! ♦�
tIE\ZL;..;:\:
per' ''!♦ , 4 `' ♦ `♦ ' ♦! �cG ♦i
. /:7
SOH OH OH OH OH
LOD
0
0 cc)
LOD
co
o-
y�
0
LOD
sib 0) to co
PUE PUE
CONC PILLAR CONC PILLAR
' TOP ELEI/ 723 93'
ELEI/ 724.01
TOP 0i
PROPOSED 48" WSP
\ PUE\
\ \
•
20'
ZONE
3+00
SEE NOTE 3
/PUE'
PUE
PUE
0)
co
CITY OF HIGH POINT
PARCEL NO: 209710
D.B. 2952, PG. 973 &
D.B. 4217, PG. 1068
PLAN
SCALE: 1 "=20'
0)
OH
LOD
0) ` c0 tc)
0) sib
CCC) tee O
.
OH
TYP.)
r•-A.•t
•:r
\ ° •I- .
4bD.
e- CONC PILLAR
TOP ELEV: 724.04..: - : ®.
', •
1-.-
iE P E
1.7n1.".//t tt'•/1/4.
♦ �,�ee L :.\k/I:....T.•\f•- '.Ocli\LOD4 \\\
PUE,
OH
J0_
00
0
•
V
LODX. 24" METAL CULVERT
• I °- CONC P/ LAR
• °: : TOP ELF . 724.10'
0
-73
=o
LOD
PUE
CONC PILLAR
TOP ELEV: 724.10'
PUE
CONC PILLAR
TOP ELEV 724.09' ' (.1)
r,.u/Xi m
co
LOD
O
PUE
CONC PILLAR
-\:
TOP ELEI/ 724.17'
LOD
c0
PUE
CONTRACTOR
•
•
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW
RCP TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
rn STRUCTURAL DRAWINGS FOR MINOR REPAIRS.
PERMITTED TO USE EXISTING CULVERT TO ACCESS WORK AREA I DEPTH OF BURY AND PIPE ELEVATION ABOVE
EXISTING GRADE SHOWN IN PROFILES IS
,v' U)
��� ��� �[� �� s �°� rod" = APPROXIMATE. FIELD CONDITIONS WILL VARY.
LOD LOD LOLOD 1
LOD m
T /. �. 3. EXISTING KNEE BRACES SHALL BE REMOVED.-1
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
_ • _ • _ , _ • I JOINTS WITH A 48" ID AND WALL THICKNESS OF
•,
•
•
5. ONE RIGID CONNECTION TO BE USED AT EACH
AERIAL CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-101 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
EXP
7' DIA. SMH 02-01
STA 0+42
RIM 732.00-
INV IN 724.51 48" WSP
INV OUT 724.50 48" RCP
\_--- ____ ____
730
JOINT
+
O
N
+
C0
+
720 -
700
690
682
EX. 48'' RCP SS
0 0.08%
w _
0_
X
w
co
+
458 LF OF 48" WSP © 0.08%
J
N
w _
D_
X
w
oo
+
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT -/
SLIDING
CONNECTION.
TYP. OF 11.
SEE NOTE 6.
SEE NOTE 3 (TYP )
EX. GRADE
40' (TYP.)
EX. CONCRETE PIERS.
SEE NOTE 2.
0+00
1 +00
2+00
3+00
4+00
730
720
700
690
682
5+00
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
2F
C
14
2J
C
6
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
PROFILE
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 5' VERT.
,—oacuSig . ESS/clic
p4, .4
aat4(1761.✓1.15468 e
�,%�;,,a ('1» 2021
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY'
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 2
FILE NAME: COO2STPP.DWG
SHEET NO.
C-2
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\c/
\D/
\E/
\F/
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\H/
General\10 CADD\G002SYMB.dwg
INCORPORATED HEREIN, ARE THE PROPERTY
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AUTHORITY
PARCEL NO: 209706
D.B. 4425, PG. 449
`LOD 1 / LOD \ \ \ LOD LTD
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CONC PILLAR CONC PILLAR \
TOP ELEV: 724.23'\ \ \ TOP ELEV:724.25' ,
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CONC PILLAR
TOP ELEV: 724.20'
O
LOD \
••• • �.
•• • • • •• •. • •_ T••••• • • -
TOP ELEV 724.29'
—414
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CONC PILLA �a✓ ?�/ /i�i /ice/i ! �y �/ .� �� :� 2i..� �� o
TOP ELEV 724.33' CONC PILLAR �8+00 • CONC PILLAR ' " 1' - 9+00
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)19
LOD
LOD
LOD
LOD
LOD LOD
/
/
LOD
\ PUE
� N W
LOD
OH
- -
a.
PUE
\ 7+00
LCD /' LOD
(
I I 1
OH OH
02
CONC PILLAR
TOP ELEV: 724.36'
PUE
CT)
LOD
OH
0
CITY OF HIGH POINT
PARCEL NO: 209710
D.B. 2952, PG. 973 &
D.B. 4217, PG. 1068
LOD
CONC PILLAR
TOP ELEV: 724.36'
PUE PUE
OH OH
PLAN
LOD
SCALE: 1 "=20'
LOD
TOP ELEV: 724.36'
PROPOSED 48" WSP
TOP ELEV: 724.45'
OH
LOD
722
OH
LOD
PUE
OH
-PU€ —
LOD
OH
TOP ELEV: 724.50'
LOD
OH
LOD
OH
CONC PILLAR
TOP ELEV: 724.51 '
LOD
OH
PUE
LOD
m
U)
191
OH -
LOD
3NI-1HCIVW
cn
O
cn
m
(1)
C-)
N
co
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-101 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
ELEVATION (FEET)
730
720
710
700
694
450 LF -OF 48" WSP (4, 0.08%
RIGID
CONNECTION.
SEE NOTE 5.
— SEE NOTE 3 (TYP.
40' (TYP.)
/
T/STEEL EL. 718.23'
STEEL BEAM
REINFORCEMENT
/
/
/
/
/
/
/
r 1
/
/
I——I
r —I "- EX. CONCRETE PIERS.
SEE NOTE 2.
/
EX. GRADE
SLIDING
CONNECTION.
TYP. OF 10.
SEE NOTE 6.
r —I
r —I
5+00
6+00
7+00
8+00
9+00
9+50
730
720
NOIIVA]1]
m
m
m
710
700
PROFILE
694 SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 4' VERT.
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E.DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 2
PROJECT NO. 119145-243812
FILE NAME: COO2ASTPP.DWG
SHEET NO.
C-2A
N
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\G002SYMB.dwg
INCORPORATED HEREIN, ARE THE PROPERTY
o IiJ
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LOD
ABANDON
PIEDMONT TRIAD
REGIONAL WATER
AUTHORITY
PARCEL NO: 209706
D.B. 4425, PG. 449
LOD
PIERS X1 AND X2
- PUE
c;UNC PILLAR
TOP ELEV 724.61'
EXP. JOINT
•
PUE
I
LOD
IN PLACE
7.1 n
I
1
I TCE/AD
1 •
co
PUE
CONC PILLAR
I TOP ELEV: 7 ' 70'
1 11+00
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
TCt/LOD TCE/LOD
0
o 0
'!UE
CONC PILLAR
TOP ELEV: 724.73' \
PUE
0
TCE/LOD
PUE
CONC PILLAR
TOP ELEV: 724.77' -
HILLTOP HOLDINGS /1/, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
TCE/LOD
TCE/LOD
TCE/LOD
in N
- PUE PUE
CONC PILLAR \ CONC PILLAR
TOP ELEV 724.80' \
12+00
TOP ELEV: 724.83'
PUE
69�
TCE/LOD
691
PUE
CONC PILLAR i
TOP ELEV: 724.86'
13+00
TCE/LOD
•
•
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CONCEPILLAR ••
• .:;�.•�• , •.'�Od/ . --
TOP ELEI/ 724.90, `. • •• • ° • CONC PILLAR
• • IMP ELEV: 724.93'
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• • ••• •• • •••
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LOD T• • LQD0 15 •
•
14+00
:
II 'I
CONC PILLAR
TOP ELEV: 724.96' ; . •• • '
•
CONC PILLAR
TOP ELEV: 724.65'
RUE
R
CONC PILLAR
TOP ELEV: 724.67'PUE
CITY OF HIGH POINT
PARCEL NO: 209710
D.B. 2952, PG. 973 &
D.B. 4217, PG. 1068
LOD
LOD LOD
\ P�JE •
- Q) cA ' n cfl
O l-• 1"
PROPOSED 48" WSP \ \ \ \
\PUE ` \ \ .eUr
M N i ^O O►
R. N
TCE/LOD
TCE/LOd
` TCE/LOD
TCE/LOD
^O�
EX. BURIED
ABANDONED 30" SS
SEE NOTE 3 (TYP.)
PIE
TCE/LOD TCE/LOD
PLAN
SCALE: 1"=20'
TCE/LOD
PUE
PUE
HILLTOP HOLDINGS ///, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
TCE/LOD
TCE/LOD
•
PUE • • . . UE• • • PUE -
•. 'TEA • . _._- TCE/LOD
t• •• • • • •• • • . • '•
• • �N
•
•• • • •
. •
:t
I
•i
ZONE .'.. • •
2 • . 30
_ • "_ _ZONE 1
0' STREAM BUFFER
I
I
If
I
TC
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1 1
I 1
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1 1
1 1
7 I
1 1
I 1
• • . •
•
•
•
-
• •
C)
cn
cn
m
IV
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-101 AND C-102 FOR
EROSION AND SEDIMENTATION
CONTROL PLAN AND SITE
ACCESS
740
730
720
z
W
w 710
700
690
684
+
O)
PIER 2X STA.
X
W
EXP. JOINT
STA. 9+63.75
57 LF OF 48"
WSP © 0.08%
X
W_
0
X
W
O
+
0
X
W_
0
X
W
+
O
(n
4' APRON
— AROUND
MANHOLE
+
0
(1)
(1)
O
+
7' DIA. SMH 02-02
STA 10+07
RIM 732.00
BOTTOM 720.00
INV IN 725.30 48" WSP
INV OUT 725.29 48" WSP
LO
N
z
00
ri
XH-
W (n
EX. GRADE
SLIDING
CONNECTION.
TYP. OF 11.
SEE NOTE 6.
0
0
N
CC
W_
0
X
W
+
N
443 LF OF _ 48" WSP © 0.08%
+
V)
0
0
N
CC
W_
0
X
W
+
V)
N
CC
W_
0
X
W
0)
+
rr)
N
CC
W_
0
X
W
M
+
SEE NOTE 3
RIGID
CONNECTION.
SEE NOTE 5.
T/STEEL EL. 718.90'
STEEL BEAM
REINFORCEMENT
EX. CONCRETE PIERS.
SEE NOTE 2.
—I
—I
40' (TYP )
—I
9+50
10+00
1 1 +00
12+00
13+00
14+00
740
730
720
m
0
z
m
710 CI
700
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
2CC
C
6
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
690 PROFILE
684
14+50
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 5' VERT.
?,•°°FESS/0°°°° y
r—u�oUsl��t��: ti,9 ••
I8 761I^. 54 �8
,''',A;OL' ,, 4aT72021
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY -
CROSS CHK'D BY -
APPROVED BY-
DATE-
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 2
PROJECT NO. 119145-243812
FILE NAME: COO2BSTPP.DWG
SHEET NO.
C-2B
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\c/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\GOO2SYMB.dwg
INCORPORATED HEREIN, ARE THE PROPERTY
o w
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• • •
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•
TCE/LOD
TCE/LOD
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120033; DATED: SEPT.
2012)
TCE/LOD
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•. /
CONC PILLAR
TOP ELEV: 725.03'
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HILLTOP HOLDINGS III, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
\\
TCE/LOD / / / 12CE/.LODI \ N TCE,(LOD 7 \ � �C�/L� , .• E •
/
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/ TOP ELEV: 725.09'
PROPOSED 48" WSP'
724
2
PUE - _ - J?UE-
_
�/ / CONC PILLAR - - - - PIPE SUPPORT
/ / TOP ELEV:725.12'
16+00
/ ELEV: 728.14'
/ /•
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0 1 / z 1 / GI
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- - .. •. � � ►. 11 � 1 ELEV.• 731.22'
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1 SEE NOTE 3 TYP. 1 n 1 - _ _►►�.- -
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TCE/LOD
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HILLTOP HOLDINGS Ill, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
NCo N7 ►�ry1rW1 OD
TCE/LOD TCE/LOD
PLAN
SCALE: 1"=20'
J
725
727 —
7' DIA. SMH 02-03
STA 16+73
(SEE NOTE 1)
PUE T P
17+0. 1 17+15
LOD
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
PUE PUE
LOD —K 0 - LOD — LOD LOD
(I
I
TCE/LOD TCE/LOD
EX. BURIED
ABANDONED 30" SS
TCE/LOD TCE/LOD 1
%2" IP TBM
N=799191.34
E=1727219.86
ELEV=733.06
IOM
o
0 fP
z -1
I —
(")
IZI
I C
0
0 N
Z -1l
0
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-102 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
740
730
w 720
W
LL
z
0
W
710
700
40' (TYP.)
/
J
J
W
0
X
W
LC)
u7
223 LF OF 48" WSP © 0.08%
/
/
7-
EX. GRADE
z
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W
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X
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CO
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+
PIER 200 STA.
/
/
- SLIDING
CONNECTION.
TYP. OF 5. SEE
/ NOTE 6.
EX. CONCRETE PIERS.
SEE NOTE 2.
EXP. JOINT
STA. 16+54.5
740
7' DIA. SMH 02-03
STA 16+73
RIM 733.50
INV IN 725.85 48" RCP
INV OUT 725.84 48" WSP
EX. 48" RCP SS
Cs� 0.08%
GRADE AROUND EXP. JOINT -
SO NO PART IS BURIED.
PIPE SUPPORT
690
14+50
/
/
/
/
15+00
1 6+00
730
720 J
710
700
690
17+00 17+15
m
m
PROFILE
SCALE: 1"=20' HORIZ.
SCALE: 1 "= 5' VERT.
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
2JJ
C
4
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
SR,"
S ," i f.SS/p� •.9
4,bcus'':•
9� .
Val
182j0, 7610 454.8 :
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV. DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 2
PROJECT NO. 119145-243812
FILE NAME: COO2CSTPP.DWG
SHEET NO.
C-2C
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\c/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\G002SYMB.dwg
PUE
729 8
730
0+00 731
LOD
TCE/LOD
�?6
7PUE
EX. 48" RCP-7(
7' DIA. SMH 03-01
STA 0+42
(SEE NOTE 1)
' IP TBM �s
N=799191.34
E=1727219.86
ELEV=733.06
T E/ OD
TCE LOD
L �J
cN N
PUE -
EXP. JOINT
•
N TCE/LOD " TCE/LOD
PIPE SUPPO/i
ELEI/ 728.31'
HILLTOP HOLDINGS /1/, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
PUE -
f
1+00
— PUE
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
--TCEILOT I TCE/LOD r IrCE/ • D
PUE PUE
PIPE SUPPORT
r PROPOSED 48" WSP ELEV:• 728.40'
TCE/LOD
N_A
L CONC PILLAR
TOP ELEV: 725.38' _
726
HILLTOP HOLDINGS III, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
EX. BURIED
ABANDONED 30 " SS
PLAN
SCALE: 1"=20'
-410
CONC PILLAR
PUE
CONC COLLAR 03
ELEI/ 731.35'
2+00
TOP ELEV: 725.43' 7' DIA. SMH 03-02
STA 2+23
(SEE NOTE 1)
OD /— TCE/LOD
NNNNNN
INSTALL
COLLAR AT
NEW/OLD RCP
TRANSITION
(n
EX. 12
48"RCP lnm
+50 Z -1
- 1 Z
1c I
> O
1 O N
1 Z -1l
TCE/LOD 0
REPLACE APPROX. 8 LF
O) O
OF RCP PIPE
— REPLACE APPROX. 5 LF
OF RCP PIPE
EX. 24"
RCP SS
1
= 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION SHOWN IN PROFILES IS
APPROXIMATE. FIELD CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-102 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
740
7" DIA. SMH 03-01
STA 0+42
RIM 734.50
INV IN 726.01 48" WSP
INV OUT 726.00 48" RCP
730
W
W
ELEVATION
720
EX. 48" RCP SS
@ 0.08%
rr
W
0
X
W
EXP. JOINT
STA. 0+60.5
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT
710
0+00
cn
181 LF OF 48" WSP © 0.08%
SLIDING
CONNECTION.
TYP. OF 2. SEE
NOTE 6.
40' (TYP.)
i
co
cn
EX. GRADE
WI
ro
rr
W
0
X
W
0)
cn
PIPE
SUPPORT
7' DIA. SMH 03-02
STA 2+23
RIM 741.00
INV IN 726.31 48" RCP
INV IN 728.48 24" RCP (SW)
INV OUT 726.15 48" WSP
740
EX. CONCRETE PIERS.
SEE NOTE 2.
RIGID
CONNECTION.
SEE NOTE 5.
1 +00
PROFILE
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 4' VERT.
2+00
EX. 48" RCP
SS Cam? 0.09%
730
m
O
720
710
2+50
m
m
m
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY'
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 3
PROJECT NO. 119145-243812
FILE NAME: C003STPP.DWG
SHEET NO.
C-3
N
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
NB/
NC/
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\E/
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General\10 CADD\G002SYMB.dwg
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1
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TICE/LOD
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
�30 9 \ ��,8��'��N�
PUE- - _ \ ->1 '�-"f,l7E
CONC COLLAR
TOP ELEV: 732.02' k\
\
o --
Nin
DIA. SMH 04-01
STA 0+42
(SEE NOTE 1)
TCE/LOD
CONC PILLAR
TOP ELEV: 726.09'
\ \)
PIPE SUPPORT
TOP ELEV: 729.07'
1
lr\ N N N�N'
L N o ,c)^, 6'
N \ E/LOD
X X N
N
TCE/LOD
CONC PILLAR \
TOP ELEV: 726.15'
1+00 \ \
TCE/LOD
. - '. •
S N3v 20% NZ., 27
TCE/LOD TCE/LOD
TCE/LOD
CONC PILLAR
TOP ELEV: 726.19'
EX. BURIED
ABANDONED 30" SS
�2p
:>79 �78
TCE/LOD
\ CONC PILLAR
TOP ELEV: 726.23' 2
TCE/LOD
TCE/LOD
CONC PILLAR
TOP ELEV: 726.27'
00
7.>•wit
TCE/LOD . TCE/LODTCE/LOD
TCE/LOD
PLAN
SCALE: 1"=20'
HILLTOP HOLDINGS III, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
TCE/LOD
CONC PILLAR
TOP ELEV: 726.31'
>� >
TCE/LOD ' TCE/LOD
TCE/LOD
TCE/LOD
CONC PILLAR
TOP ELEV: 726.35'
3+00
HILLTOP HOLDINGS /11, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
ti
TCE/LOD TCE/LOD
• o`s.�_'ovl�J moo,
PUE
CONC PILLAR
TOP ELEV: 726.39'
TCE/LOD \ TCL/LOD
PUE
s
TCE/LOD
ti
\\
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-102 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
740
7' DIA. SMH 04-01
STA 0+42
RIM 735.00
INV IN 726.91 48" WSP
INV OUT 726.90 48" RCP
730
W
W
L_
0 720
710
EXP. JOINT
STA. 0+60.5
EX. 48" RCP SS
0 0.1 1 %
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT
STA. 0+63
oo
O
X
W
X
W
W
o
w_
0
X
W
O
N
L_
o
w_
0
X
W
N
358 LF OF 48" WSP @ 0.11%
03
N
CO
rr)
N
N
N
EX. GRADE
X
40' (TYP.)
SEE NOTE 3
SLIDING
CONNECTION.
TYP. OF 8. SEE
NOTE 6.
700
0+00
EX. CONCRETE PIERS.
_r
SEE NOTE 2.
I——I
I——I
I——1
1 +00
2+00
3+00
740
730
m
720 oz
i
m
m
710
700
4+00
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
4F
C
10
41
C
8
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
PROFILE
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 4' VERT.
rocu e , y: q :•
•
p
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 4
PROJECT NO. 119145-243812
FILE NAME: COO4STPP.DWG
SHEET NO.
C-4
N
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
1
\B/
1
\c/
1
\D/
1
\E/
1
\F/
1
\G/
1
\H/
General\10 CADD\GOO2SYMB.dwg
INCORPORATED HEREIN, ARE THE PROPERTY
STA 4+00 SEE SHEET C-4
MATCHLINE
: ":::: 3 __..; N.;,'::OE 1 ,:
-•............
\.....\
magma
. , ��.ob; fir.
- CONC PILLAR ''�,,. ; • CONC PILLAR
\TOP ELEV: 726.43' .. ' , • • • TOP ELEV: 726.51'
T E/LOD
/` 703
7
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it
°
CONC PILLAR
TOP ELEV: 726.47'
TCE LOD
LOD
•
�O
s
TCE/LOD
�O
6'
TCE/LOD
PUE - PU
CONC PILLAR
TOP ELEV 726.55' -N
5+00
EX. 24" CMP CULVERT
CONC PILLAR
TOP ELEI/ 726.62'
o
TCE/LOD
J
TCE/LOD
TCE/LOD
PUE
HILLTOP HOLDINGS /11, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
TCE/LOD
CONC PILLAR
TOP ELEV: 726.69'
708 O SOB
• • . • ....
o '
EP •r r,,,•
TCE/LOD
PLAN
6
SCALE: 1 "=20'
PUE
TCE/LOD
PU
TCE/LOD
CONC PILLAR 1
TOP ELEV: 726.71 ' •\
TCE/LOD
TCE/LOD
CONC PILLAR
TOP ELEV: 726.84'
1
PROPOSED 48" WSP
TCE/LOD
N
TCE/LO
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
TCE/LOD
.06
TCE/LOD
PUE ) -PUE
PIPE SUPPORT / CONC COLLAR
TOP ELEV: 729.89' % / ,TOP ELEV: 732.76'
///
.:..:..:..:\:..:..:..:..:..:........\..........�.......... _ EXP. JOINT
.
TCE/LOD /7 TCE/LOD 1 TCE/LOD TCE/LOD TCE/LOD,
^t\ \'\ ^rye �ry� Aryti ��� Arya All 1�"r0 try &i.130
/ /
PUE
CONC PILLAR
TOP ELEV: 726.86'
7+00
PUE
PUE..
EX.
0
HILLTOP HOLDINGS /11, LLC
PARCEL NO: 161460
D.B. 8379, PG. 2163
. . . ....•••••••••\
/ //
7' DIA. SMH 04-02/
STA 7+60
(SEE NOTE 1)
TCE/LOD
PUE
AR" pry (J)
8+02 i— m
\\
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-102 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
0
+
730
710
700
4+00
RIGID
CONNECTION.
SEE NOTE 5.
T/STEEL EL. 720.47'
STEEL BEAM
REINFORCEMENT
00
+
5+00
z
w
0
X
W
0
+
U)
(/)
360 LF OF 48" WSP © 0.11%
40' (TYP.)
/
0
w
0
X
W
6+00
SLIDING
CONNECTION.
TYP. OF 8. SEE
NOTE 6.
0
w
0
X
W
0
w
0
X
W
co
+
0
(1)
EX. CONCRETE PIERS.
SEE NOTE 2.
/
/
EX. GRADE
PIER 4S STA. 7+39
X
w
/-
7+00
EXP. JOINT
STA. 7+41.5
•
•
7' DIA. SMH 04-02
STA 7+60
i-RIM 735.50
INV IN 727.71 48" RCP
INV OUT 727.70 48" WSP
EX. 48" RCP SS
D. 1 1 %
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT
8+00
730
m
720 z
-1
m
m
710
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
4J
C
6
4J
B
3
4K
C
10
4M
C
16
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
PROFILE
700 SCALE: 1 "=20' HORIZ.
SCALE: 1"= 4' VERT.
°.sick ..ROI
/+' °.ISSS%01\11
—PIP
by: 1' •.
Lir! :
1.8. �4/1761D460... • )
''
...... 1,m,......021
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 4
PROJECT NO. 119145-243812
FILE NAME: COO4ASTPP.DWG
SHEET NO.
C-4A
N
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\GOO2SYMB.dwg
INCORPORATED HEREIN, ARE THE PROPERTY
- U
0
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a) 0
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0
NOW OR FORMALLY
ROBERT L. & MARY LOU CASHATT
PARCEL NO: 161471
D.B. 1867, PG. 174
Ncfl o N n n N N
SMH 05-01
EX. 48" RCP — STA 0+42
(SEE NOTE 1)
PUE
• TC /L
'tt'�'�
TCE/LOD
TCE/LOD
EXISTING ABANDONED 30"
CI AERIAL SEWER PIPE
'WE/LOD(
\\ \\ \ I I
I �
1
Ch
N r
TCE/LOD
n
TCE/LOD
CONC COLLAR PUE I CONC PILLAR RU,
TOP ELEI/ 733.34' TOP ELEV 727.50'
1+00
PIPE SUPPORT
TOP ELEI/ 730.41
POE A
JOINT
/LSD
O (C) f r') N
�30�29 8 N NNNNN
I \ I
TCE/LOb
TCE/LOD
TCE/LOD
TCE/LOD
/LL.D
•
!• •
I 11 ^tZC4 10
1i
I
I II I/ ; /
\ i° A)) /.\9' \f
• III /
CONC PILLAR \ • I I I\ I, CONC PILLAR
TOP ELEY 727.54' • \ OP ELEV.• 727.57\
//.
CONC PILLAR
TOP ELEI/ 727.57' —
TCE/LOD -
%�� iP1 bran \
. N=799558.56
E=1725321.22
ELEV=717.28
- • .•-•
PLAN
SCALE: 1"=20'
PUE
^� c N N N ^N
TCE/LOD
30' EXISTING SANITARY
SEWER EASEMENT (PER
,0 h0 I DMP PROJECT NUMBER
120033; DATED: SEPT.
2o12)
TCFL/LOD TCE/LOD
SMH 05-02
STA 2+80—
(SEE NOTE 1)
,PUE
./ ./ .
PIPE SUPPORT
OP ELEV 730.71
TCESOD " 14CE/LOD / TCE/LOD
CONTRACTOR PERMITTED TO USE EXISTING
CULVERT TO ACCESS WORK AREA. LOCATION OF CULVERT
IS APPROXIMATE.
\\\--
\\ " CONC COLLAR
\ 1 \ TOP ELEI/ 733.80"
IMP IMP
NOW OR FORMALLY
ROBERT L. & MARY LOU CASHATT
PARCEL NO: 161471
D.B. 1867, PG. 174
TCE/LOp
IMP IMP
TCE/LOD
IMP IMP IMP IMP
IMP IMP
0
SEE SHEET C-103 FOR
LOD CONTINUATION
IMP IMP
/ ICE/LOD
U)
m
EX. 48" RCP' m
m
0
3+22 O !
134 735 736 ^ - -
0
0
1"
= 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8'.
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-103 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
740
7'
INV IN 7
INV OUT 7
ELEVATION (FEET)
730
720
710
705
DIA. SMH 05-01
STA 0+42
RIM 736.50
28.27 48" WSP
28.26 48" RCP
EXP. JOINT
STA. 0+60.5
EX. 48" RCP SS
@ 0.08%
•
•
co
0
0
W_
D_
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0
W_
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238 LF OF 48' WSP @ 0.07%
r
GRADE AROUND EXP. JOINT
_ SO NO PART IS BURIED.
PIPE SUPPORT
SLIDING
CONNECTION.
TYP. OF 4. SEE
NOTE 6.
40' (TYP.)
RIGID
CONNECTION.
SEE NOTE 5. /�
740
7 DIA. SMH 05-02
STA 2+80
RIM 737.00
INV IN 728.46 48" RCP
0/—
INV OUT 728.45 48" WSP
EX. 48'' RCP SS
@ 0.08%
PIPE SUPPORT
N.
EX. GRADE
EX. CONCRETE PIERS.
SEE NOTE 2.
0+
00
1 +00
2+00
3+00
730
720
710
705
3+22
NOI1VAT1]
m
m
m
PROFILE
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 4' VERT.
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DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY'
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 5
PROJECT NO. 119145-243812
FILE NAME: COOSSTPP.DWG
SHEET NO.
C-5
N
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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PROPOSED 48" WSP
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CULVERT
• .
PLAN
CONC PILLA
TOP ELEV:•
NOW OR FORMALLY
, ROBERT L. & MARY LOU CASHATT
PARCEL NO: 161471
D.B. 1867, PG. 174
i
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^�^^ ^NNN�^ryryry ry N�
727.86'
TC
TCE/LOD
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TOP ELEV: 727.91
PIPE SUPPORT
TOP ELEI/ 730.83'
/J CONC COLLAR
TOP ELEI/ 733.90'
A�� Adry A4)
/
CONTRACTOR PERMITTED TO
CULVERT TO ACCESS WORK
••.••\\ ` \ 1 '
SCALE: 1 "=20'
1
0
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PUE
3+00
SMH 06-02
STA 2+80
(SEE NOTE 1
TCE/LOD /
Noo
NOW OR FORMALLY
ti ROBERT L. & MARY LOU CASHATT
PARCEL NO: 161471
D.B. 1867, PG. 174
EX. BURIED
ABANDONED 30" S'
i oo i
SEE SHEET C-103 FOR
LOD CONTINUATION
(/)
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Ofrl
a 0 2
0 Pl
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1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-103 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
7' DIA. SMH 06-01
STA 0+42
RIM 738.00-
INV IN 728.55 48" WSP
INV OUT 728.54 48" RCP
740
— 730
w
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ELEVATION
720
EX. 48" RCP SS
© 0.08%
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STA. 2+61.5
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SEE NOTE 5.
40' (TYP.)
SLIDING
CONNECTION.
TYP. OF 4. SEE
NOTE 6.
i
/
/
1
7' DIA. SMH 06-02
STA 2+80
RIM 737.50
/
INV IN 728.73 48" RCP
INV OUT 728.72 48" WSP
EX. 48' RCP SS
@ 0. 08%
GRADE AROUND
SO NO PART IS
PIPE SUPPORT
EXP. JOINT
BURIED.
710
0+00
r —I
\
J
EX. GRADE
EX. CONCRETE PIERS.
SEE NOTE 2.
1 +00
2+00
3+00
740
730 m
O
720
710
3+22
T1
m
PROFILE
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 4' VERT.
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 6
PROJECT NO. 119145-243812
FILE NAME: COO6STPP.DWG
SHEET NO.
C-6
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
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EX. CLF TO BE REMOVED
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30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
TCE/LOD TCE/LOD
cP
E N \ \PUE \ PUE
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TOP ELEV: 735.11 ' TOP ELEV732.17'
W
P
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�i�♦!�fflG%Asoail
♦
EX. BURIED
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N N
TCE/LOD
725
TCE/LOD
MARTIN MARIETTA MATERIALS, INC.
PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG. 15
724
PUE
TCE/LOD TCE/LOD
CONC PILLAR
TOP ELEV: 729.31 TOP ELEV.• 729.43' \
1 +00 _ 2 0
DI IC
_ANN- f
EXP.
JOINT
7' DIA. SMH 07-01
STA 0+42
(SEE NOTE 1) �\
CONC PILLAR
TOP ELEV: 729.24'
TCE/LO
TCE/LOD
2" IP TBM
N=799315.22
E=1724185.44
ELEV=733.88
".735
->x 736
NOW OR FORMALLY
ROBERT L. & MARY
LOU CASHATT
PARCEL NO: 161471
\D.B. 1867, PG. 174
CONC PILLAR PROPOSED 48 WSP
TOP ELEV: 729.30'
�... ,`,..:� _. ..ate .� i� ♦�!♦ ��:}�!�r ��G.._Qr \l -.vie., !ri..1r���\ ♦\ �i1�`��!���♦!r..�\i\lam\�\\ Q�\�i� �T � �♦ �%\�!>
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732
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731
TCE/LOD
•
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CONC PILLA
TOP ELEV: 729.5
SEE NOTE 3 TYP.)
\ \ N
N
TCE/LOD TCE/LOD TCEQD \ \ \ S 1
N >2 j - 25 725 •21(
\ \
MARTIN MARIETTA MATERIALS, INC.
PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG. 15
PLAN
LOD
1
.•••o
• "\.
\ •• \
\ •
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1
3+60
Ai
^O�
LODE
•
J -1 -4 - J J -4 M . tr c0 -
N w r� N N N tV N CV \V CV
CONC P/L \
OP ELEV: 729,55'
NC PILLAR
MARTIN MARIETTA MATERIALS, INC.
PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG. 15
CO
TCE/LOD TCE/LOD
\ \ \
CONC PILLAR
TOP ELEI/ 729.65'
\P�\.\.\
��-- TO' ELEV 729.51'
v .- Y U� ry �`•, vv:l: •��." �.v r. _ ry. �... ,'Y\4. �;;: �,v �..• .!'Y 1 ✓p- aa` Li' \!Y\`" �p �
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cr
TCE/LOD
CONTRACTOR PERMITTED TO USE EXISTING
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SCALE: 1 "=20'
TCE/LOD
712 713 ,��
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;\ EX. 24" CMP CULVERT
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TOP ELEI/ 732.55'
//
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34
CONC COLLAR
TOP ELEV: 735.
135
43'
738 810D
_1 9
EX. 48" RCP
\
7' DIA. SMH 07-02
STA 4+40
♦
.�1Vie•in� r�\r SEE NOTE �a). ;;r_ %�♦=���\
T t/LOD
\•;::.
\..
\ • d
A.
\N\
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA.
POLYMER CONCRETE. PROPOSED
MANHOLE SHOWN AT NEW RCP TO
WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN.
REFER TO STRUCTURAL DRAWINGS FOR
MINOR REPAIRS. DEPTH OF BURY AND
PIPE ELEVATION ABOVE EXISTING
GRADE SHOWN IN PROFILES IS
APPROXIMATE. FIELD CONDITIONS WILL
VARY.
3. EXISTING KNEE BRACES SHALL BE
REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE
WELDED LAP JOINTS WITH A 48" ID
AND WALL THICKNESS OF 3/8".
5. ONE RIGID CONNECTION TO BE USED
AT EACH AERIAL CROSSING WHERE
NOTED.
6. SLIDING CONNECTIONS TO BE USED ON
ALL PIERS EXCEPT WHERE RIGID
CONNECTIONS CALLED OUT.
7. REMOVE DOGHOUSE MANHOLE AFTER
BYPASSING COMPLETE.
SEE C-103 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
740
TEMPORARY
DOGHOUSE MANHOLE
STA 0+ 1 6
RIM 740.50
INV 729.66 48" RCP
SEE NOTE 7
ELEVATION (FEET)
730
720
710
704
r
EX. 48"
RCP SS
0. 12%
7' DIA. SMH 07-01
STA 0+42
RIM 739.50-
INV IN 729.70 48" WSP
INV OUT 729.69 48" RCP
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
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NOTE 6.
O
+
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cn
L-
W_
0
x
W
+
N
cn
398 LF OF 48' WSP © 0.1 1 %
RIGID
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SEE NOTE 5.
T/STEEL EL. 726.01'
STEEL BEAM
REINFORCEMENT
14)
SEE NOTE 3
cn
cn
EX. GRADE
cn
cn
740
7' DIA. SMH 07-02
STA 4+40
RIM 739.50
INV IN 730.16 48" RCP
INV OUT 730.15 48" WSP
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT
2+00
EX. CONCRETE PIERS.
SEE NOTE 2.
3+00
4+00
730
720
710
704
4+82
N OIIVAT13
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
7F
C
8
7F
D
18
PIER REPAIR NOTES:
1 REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
PROFILE
ulatt%430;;5eissiej°%,./Iff%
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
J. CROOK
M. POLLARD
APRIL 2021
CDS,'
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 7
PROJECT NO. 119145-243812
FILE NAME: COO7STPP.DWG
SHEET NO.
C-7
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
NB/
NC/
\D/
\E/
\F/
\G/
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2012)
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SMH 08-01
STA 0+42
(SEE NOTE 1)
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'TOP ELEI/ 729.96'
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\ MARTIN MAT7ETTA
MATERIALS INC.
\PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG. 15
TCE LO
PROPOSED
1+0
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ICE/LOD
EXISTING ABANDONED 30"
CI AERIAL SEWER PIPE
IMP IMP
IMP IMP
IMP IMP IMP IMP
/ • '1
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TCE/LOD
1"' 14)11
TCE/LOD TCE/LOD
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TOP ELEI/ 732.90'
P E
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135
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\ 2+82
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vim/i��Q.�V.�_c� l/��/ISM!<p :7l�_" ll.0 ,,<v -.,.; .,� _,-' CONC COLLAR .:X. 48 RCP
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EX. 26" RPP CULVERT TCE/LOD
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.::::: ::: ; (�• Lt ...
•
• • • • • • • • • . • , • a • a
• • •
f
EX. 18" CMP CULVERT
TCE/LOD
SEE SHEET C-103 FOR LOD CONTINUATION
PLAN
SCALE: 1 "=20'
IMP IMP
IMP IMP
IMP IMP
TCE/LOD
IMP IMP IMP IMP
%" IP TBM
N=800027. 38
E=1723541.78
ELEV=736.95
MARTIN MA77ETTA MATERIALS INC.
PARCEL NO: 161474
D.B. 5130, PG. 317
P.B. 140, PG 15
J
L
d
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-103 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
750
7' DIA. SMH 08-01
STA 0+42
RIM 739.50
INV IN 730.57 48" WSP
INV OUT 730.56 48" RCP
740
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GRADE AROUND EXP. JOINT
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N
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N
198 LF OF 48" WSP © 0.08%
40' (TYP.)
/
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SEE NOTE 5.
\ J/
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SEE NOTE 2.
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NOI1VA313
m
730
720
715
2+82
PROFILE
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 4' VERT.
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
8B
C
6
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
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DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 8
PROJECT NO. 119145-243812
FILE NAME: COO8STPP.DWG
SHEET NO.
C-8
N
N
N
N
FOR CONSTRUCTION

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MARTIN MAT7ETTA
MATERIALS INC.
PARCEL NO: 161474
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PARCEL NO: 161474
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PARCEL NO: 187002
D.B. 2648, PG. 157
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CITY OF HIGH POINT
PARCEL NO: 187002
D.B. 2648, PG. 157
EX. BURIED
ABANDONED 30" SS
‘.00
IMP IMP
ME. IMP
�00
IMP IMP IMP IMP
k1
Pi?
Y"IP TBM
N=800599.09
E=1723037.94
ELEV=741.65
9
1" = 20'
10
NOTES:
0
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
7. HIGH VOLTAGE POWER LINES OVERHEAD - USE
CAUTION.
8. TRANSMISSION LINES OWNED BY DUKE ENERGY.
CONTACT IS ETHAN PARDUE, PH: [phone].
SEE C-104 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
20
740 -
7' DIA. SMH 09-01
STA 0+42
RIM 738.50-
INV IN 731.14 48" WSP- -
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^ 730
w
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720
710
705
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@ 0.09%
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PIER 9H STA. 2+99
EXP. JOINT
STA. 3+01.5
•
740
7' DIA. SMH 09-02
STA 3+19
RIM 741.50
INV IN 731.39 48" RCP
INV OUT 731.38 48" WSP
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT
40' (TYP.)
EX. GRADE
EX CONCRETE PIERS.
SEE NOTE 2.
0+00
1 +00
2+00
3+00
730 m
720
710
705
3+61
PROFILE
SCALE: 1 "=20' HORIZ.
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
9E
C
8
9F
C
18
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
•
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 9
PROJECT NO. 1 19145-243812
FILE NAME: COO9SIPP.DWG
SHEET NO.
C-9
N
N
FOR CONSTRUCTION

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CITY OF HIGH POINT
PARCEL NO: 187002
D.B. 2648, PG 157
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�16
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7
SCALE: 1"=20'
LOD
OH
OH
0H
OH
OH OH
CITY OF HIGH POINT
PARCEL NO: 161523
D.B. 3190, PG. 608
P.B. 29, PG. 69
OH �•.
OH
LOD P LOD
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TOP ELEV:• 731.43'
FILCID
4+00v
OH
OH -
INSTALL DOGHOUSE
MANHOLE FOR BYPASSING
ur1
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
0120033; DATED: SEPT.
2012)
1 1` J
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TOP ELEV:• 731.51 '
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CONC COLLAR
7' DIA. SMH 10-02
STA 4+84
(SEE NOTE 1)
1'9' AD' h
i\\ i\"'736
CITY OF HIGH POINT
PARCEL NO: 161523
35
I\DLO
•
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\\\,‘,\\\
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143 48" RCP
744
145
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA.
POLYMER CONCRETE. PROPOSED
MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL
REMAIN. REFER TO STRUCTURAL
DRAWINGS FOR MINOR REPAIRS.
DEPTH OF BURY AND PIPE
ELEVATION ABOVE EXISTING
GRADE SHOWN IN PROFILES IS
APPROXIMATE. FIELD CONDITIONS
WILL VARY.
3. EXISTING KNEE BRACES SHALL BE
REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE
WELDED LAP JOINTS WITH A 48"
ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE
USED AT EACH AERIAL CROSSING
WHERE NOTED.
6. SLIDING CONNECTIONS TO BE
USED ON ALL PIERS EXCEPT
WHERE RIGID CONNECTIONS
CALLED OUT.
7. REMOVE DOGHOUSE MANHOLE
AFTER BYPASSING COMPLETE.
7' DIA. SMH 10-01
STA 0+50
RIM 740.50
INV IN 731.90 48" WSP
INV OUT 731.84 48" RCP
BASE EL: 726'
EX. 48" RCP
LLJ
LLJ
E LEVATI O N
730
720
710
704
GRADE AROUND
EXP. JOINT
SO NO PART IS
BURIED.
PIPE SUPPORT
co
oo
co
0
CC
oo
40' (TYP.)
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CONNECTION.
NOTE 6.
RIGID
CONNECTION.
SEE NOTE 5.
REINFORCEMENT
0
CC
EX. CONCRETE PIERS.
SEE NOTE 2.
EX. GRADE
/
TEMPORARY DOGHOUSE
MANHOLE
STA 4+96
RIM 743.00
INV 732.32 48" RCP
co
[740
SEE NOTE 7
EX. 48" RCP
730
7' DIA. SMH 10-02
STA 4+84
—RIM 743.00
INV IN 732.31 48" RCP
INV OUT 732.30 48" WSP
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPbRT
0+25
2+00
3+00
4+00
N O 11VA]1 ]
SEE C-104 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
1OF
C
12
10G
C
26
101
C
8
PIER REPAIR NOTES:
720 1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
710
5+00 5+26
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
PROFILE
4‘; t scin NA's. /Rs oi 7.40:1;,4"
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 10
PROJECT NO. 119145-243812
FILE NAME: CO1OSTPP.DWG
SHEET NO.
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\c/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\G002SYMB.dwg
INCORPORATED HEREIN, ARE THE PROPERTY
o W
TCE/LOD
7' DIA. SMH 11-01
STA 0+30
(SEE NOTE 1)
0+00 0
EX. 48"
RCP
INSTALL COLLAR AT
NEW/OLD RCP TRANSITION
TCE/LOD TCE/LOD
TCE/LOD
SEE SHEET C-105 FOR
LOD CONTINUATION
APAC ATLANTIC, INC.
PARCEL NO: 204827
D.B. 7691, PG. 1668
P.B. 25, PG. 69
IMP IMP
EXISTING ABANDONED 30"
DIP AERIAL SEWER PIPE
TCE/LOD TCE/LOD
PUE
REPLACE APPROX. 8LF CONC COLLAR
OF RCP PIPE ELEV: 739.52'
— ,PUE`
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N=800968.92
E=1720934.21
ELEV=723.9
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TOP ELEV:
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•• • . TOP ELEV 733.81 ' • • '
. , • , TOP ELEV 733.85
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•
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SCALE: 1 "=20'
• • • • •
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TOP ELEi/ 733.87'
3+00
/
(SEE NOTE 1) / / / /
TCE/LOD TCE/LO,p / TCE/LOD
A")1; / /,� / 40' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
/•50/ 9, •
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TCE/LoDD
A
TCE/LOD mac TCE/t0I5
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CONC COLLAR
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a
EXP. JOINT - /
/
Riff( ./-71 / / ,/ ,/ i PUE
/ 7' DIA. SMH 1 1 -02
STA 3+56 / // / / /
APAC ATLANTIC, INC.
PARCEL NO: 204827
D.B. 7691, PG. 1668
P.B. 25, PG. 69
120033; DATED: SEPT.
2012)
PU
Pl
EX. 48" RCP
Pl
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER CONCRETE. PROPOSED
MANHOLE SHOWN AT NEW RCP TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO STRUCTURAL DRAWINGS
FOR MINOR REPAIRS. DEPTH OF BURY AND PIPE ELEVATION ABOUT
EXISTING GRADE SHOWN IN PROFILES IS APPROXIMATE. FIELD CONDITIONS
WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP JOINTS WITH A 48" ID
AND WALL THICKNESS OF 3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL CROSSING WHERE
NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS EXCEPT WHERE RIGID
CONNECTIONS CALLED OUT.
SEE C-105 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
I
7' DIA. SMH 11-01
STA 0+30
RIM 748.00
INV IN 734.52 48" WSP
INV OUT 734.37 48" RCP
740
EX. 48" RCP
SS © 0. 13%
w
W
L-
0 730
720
710
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W
0
X
IW
in
W
0
X
IW
RIGID
CONNECTION.
SEE NOTE 5.
0
rn
W
0
X
IW
326 LF OF 48" WSP © 0.06%
SLIDING
CONNECTION.
TYP. OF 5. SEE
NOTE 6.
H STA. 3+35
/
EXP. JOINT
STA. 3+37.5
7' DIA. SMH 1 1 -02
STA 3+56
RIM 746.50
INV IN 734.71 48" RCP
INV OUT 734.70 48" WSP
/
EX. 48" RCP SS
6) 0.06%
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
40' (TYP.)
f
PIPE SUPPORT
EX. CONCRETE PIERS.
SEE NOTE 2.
EX. GRADE
2+00
3+00
740
730 z
720
710
3+98
PROFILE
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
11E
C
18
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
„••••%:iNk.kk.k. ..............
[ ,taa 6m,,s4 - 1 _
•
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 11
SHEET NO.
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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743
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2012)
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MARK LEWIS & CHRISTEL
ASBILL OLIPHANT
PARCEL NO: 161538
D.B. 4636, PG. 434
`Lh126121101191-50 731
. 732 733 734
TCE/LOD TCE/LOD— TCE/LOD
CONC PILLAR /
TOP ELEV: 737.49'
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TOP ELEV: 743.41'
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MARK LEWIS & CHRISTEL
ASBILL OLIPHANT
PARCEL NO: 161538
D.B. 4636, PG. 434
TCE/LOD
7' DIA. SMH 12-02
(SEE NOTE 1)
STA 3+67
m
EX. 48" RCP
i
EX. BURIED
ABANDONED 30" SS
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1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER CONCRETE. PROPOSED
MANHOLE SHOWN AT NEW RCP TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO STRUCTURAL DRAWINGS
FOR MINOR REPAIRS. DEPTH OF BURY AND PIPE ELEVATION ABOVE
EXISTING GRADE SHOWN IN PROFILES IS APPROXIMATE. FIELD CONDITIONS
WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP JOINTS WITH A 48" ID AND
WALL THICKNESS OF 3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL CROSSING WHERE
NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS EXCEPT WHERE RIGID
CONNECTIONS CALLED OUT.
SEE C-105 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
7' DIA. SMH 12-01
STA 0+20
RIM 745.00
INV IN 737.75 48" WSP
INV OUT 737.67 48" RCP
750
EX. 48"
RCP SS
@ 0.14%
740
W
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720
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INV OUT 738.16 48" WSP
EXP. JOINT
STA. 3+49.5
04
EX. 48" RCP SS
© 0.12%
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT
SLIDING
CONNECTION.
TYP. OF 6. SEE
NOTE 6.
40' (TYP.)
RIGID
CONNECTION.
SEE NOTE 5.
T/STEEL EL. 736.17'
STEEL BEAM
REINFORCEMENT
/
/
/
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT
I——I
/
/
/
/
EX. GRADE
EX. CONCRETE PIERS.
SEE NOTE 2.
1 +00
2+00
3+00
750
740 m
0
730
720
4+00 4+09
m
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
12C
C
10
12E
C
12
12F
C
8
12G
C
6
PIER REPAIR NOTES:
1 REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
PROFILE
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 4' VERT.
"t%%%% % %%,
S
r--Do.pUs �FE S/p�99
qacaft Pe • -
—21t411761D 45468 e°
.A;,i5a`1`2021
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 12
PROJECT NO. 119145-243812
FILE NAME: C012STPP.DWG
SHEET NO.
C-12
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
\D/
\E/
\F/
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PARCEL NO: 161538
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30' EXISTING SANITAR
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
TCE/LOD
NAIL-TBM
N=801691.46
E=1718887.99
ELEV=734.00
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50' STREAM BUFFER
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TCE/LbD •
1 1
I✓ PUE
\ CONC PILLAR
• •\TOP ELEV: 737.89'
\ •• \
a
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WILLIAM L. JACKSON
PARCEL NO: 180797
D.B. 3227, PG. 822
REPLACE APPROX.
,Y) 14 LF OF RCP PIPE
v-
7DIA. SMH 13-02
/ STA 2+39
(SEE NOTE 1)
TCE/LOD TCE/L
CONC PILL\ \ PIPE SUPPORT• 1 \ `\ C•
TOP ELEV. 37.82' TOP ELEV: 740: = 6' \ TOP
\ \ "UE
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AT NEW/OLD
RCP TRANSITION
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/ MARK LEWIS .
/ CHRISTEL ASBILL
OLIPHANT
PARCEL NO: 161538
D.B. 4636, PG. 434
EX. BURIED
ABANDONED 30" SS
WILLIAM L. JACKSON
PARCEL NO: 180797
` D.B. 3227, PG. 822
\\
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER CONCRETE. PROPOSED
MANHOLE SHOWN AT NEW RCP TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO STRUCTURAL DRAWINGS
FOR MINOR REPAIRS. DEPTH OF BURY AND PIPE ELEVATION ABOVE
EXISTING GRADE SHOWN IN PROFILES IS APPROXIMATE. FIELD CONDITIONS
WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP JOINTS WITH A 48" ID
AND WALL THICKNESS OF 3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL CROSSING WHERE
NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS EXCEPT WHERE RIGID
CONNECTIONS CALLED OUT.
SEE C-105 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
750 -
7" DIA. SMH 13-01
STA 0+42
RIM 745.00
INV IN 738.58 48" WSP
INV OUT 738.57 48" RCP
740
w
w
z
0
w
w
730
720
EX. 48" RCP SS
@ 0.12%
cn
ro
0
m
ro
0
0
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0
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EXP. JOINT
STA. 1 +81 .5
•
7
PIPE SUPPORT
RIGID
CONNECTION.
SEE NOTE 5.
40' (TYP.)
SLIDING
CONNECTION.
TYP. OF 2. SEE
NOTE 6.
I — —I
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT
EX. CONCRETE PIERS.
SEE NOTE 2.
EX. GRADE
0+00
1 +00
PROFILE
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 4' VERT.
2+00
750
7' DIA. SMH 13-02
STA 2+39
RIM 750.00
INV IN 738.82 48" RCP
INV OUT 738.81 48" WSP
EX. 48"
RCP SS
@ 0. 10%
740
m
730
720
2+58
m
m
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
13B
C
8
13C
C
6
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
.::'‘`.�N CARD
ESS/p�°.9
tit (IA p
7:"
47,7s1 Oyu . 468
''''` 1A,,�1%2021
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 13
PROJECT NO. 119145-243812
FILE NAME: C013STPP.DWG
SHEET NO.
C-13
N
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
\C/
\D/
\E/
\F/
\G/
\H/
General\10 CADD\G002SYMB.dwg
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__ __
7
30' EXISTING SANITARY
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DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
IMP IMP
EX.
48" RCP
INSTALL COLLAR AT a
NEW/OLD RCP TRANSITION
REPLACE
APPROX. 14 LF
OF RCP PIPE
♦
IMP IMP
7' DIA. SMH 14-01
STA 0+20
(SEE NOTE 1)
♦
NCP MIAMI LLC C/O
NORTHLIGHT CAPITAL PARTNERS
PARCEL NO: 157918
D.B. 8092, PG. 1097
TCE/LOD
♦
%2" IP - TBM
N=802049.63
E=1718441.87
0 ELEV=745.79
0
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PIPE SUPPORT
OP ELEV: 741.40'
— PUE
CONC COLLAR
TOP ELEV: 744.37'
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TCE/LOD
rj
TCE/LOD
CONC
NILLAR
1+00TOP ELEV 738.56'
1 +00
1
PUE E
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TOP E 73. 53'
I
PROPOSED 48" WSP
\ 1 ` \ \ \ EXISTING ABANDONED 30"
03 n CO --X --.1
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•
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N=801968.89
E=1718301.16
ELEV=732.08
1
TE/LD
•
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728 )
PLAN
SCALE: 1 "=20'
PUE
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N
D
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738.
rn
PIE
73'
/
TCE LOD
. I
0• I
WILLIAM L. JACKSON
PARCEL NO: 180797
D.B. 3227, PG. 822
20' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
- CONC PILLAR
REPLACE
APPROX. 8 LF
OF RCP PIPE
EX. BARBED L.-
WIRE FENCE
PUS LOD 'PU�(B -LOD
TOP ELEV 738.74'
PORT ,1 /
PU
PIPE Si I-
1 TOP ELEV 41.60' % i J/C7 /
/ //f r-
CONC COLLAR
TOP ELEV 744.52'
1
N
WILLIAM L. JACKSON ~• N
'2RCEL NO: 180797 \''
).B. 3227, PG 822 N.
N \
N,
N
I
•
TCE/LOD
N W
REPLACE APPROX.
5 LF OF VC PIPE
TCE/LOD
INSTALL COLLAR
— AT NEW/OLD
RCP TRANSITION
EX. BWF TO BE REMOVED
AND REPLACED AS NEEDED
BUILDING
3+58
GARAGE
EX.
48" RCP
7' DIA. SMH 14-
STA 3+38
(SEE NOTE 1)
EX. 15"
VCP SS
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
5. ONE RIGID CONNECTION TO BE USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE USED ON ALL PIERS
EXCEPT WHERE RIGID CONNECTIONS CALLED OUT.
SEE C-105 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
750 —
7' DIA. SMH 14-01
STA 0+20
RIM 748.50
INV IN 739.23 48" WSP
INV OUT 738.89 48" RCP
EX. 48"
RCP SS
0.10%
w 740
w
z
0
730
720
718
EXP. JOINT
STA. 0+74.5
+
0
L()
+
0
0
w_
D_
X
w
L()
+
318 LF OF 48" WSP © 0.10%
w_
D_
X
w
CD
CC
LLI
/'
M
"I
/
GRADE AROUND EXP. JOINT
SO NO PART IS BURIED.
PIPE SUPPORT
SLIDING
CONNECTION.
TYP. OF 4. SEE
NOTE 6.
40' (TYP.)
i
EX. GRADE
EX. CONCRETE PIERS.
SEE NOTE 2.
RIGID
CONNECTION.
SEE NOTE 5.
PIPE SUPPORT
RIM FLUSH WITH GRADE
7' DIA. SMH 14-02
STA 3+38
RIM 753.70
Z—INV IN 739.72 48" RCP
INV OUT 739.55 48" WSP
2+00
3+00
RCP SS
740 FITI
730
720
3+58
PIER
REPAIR
TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
14C
C
8
14E
C
10
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
IIPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
PROFILE
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 14
FILE NAME: C01 4STPP.DWG
SHEET NO.
C-14
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
1
\B/
1
\C/
1
\D/
1
\E/
1
\F/
1
\G/
1
\H/
General\10 CADD\G002SYMB.dwg
EX.
48" RC
- 0+15
(o
25' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
REPLACE
APPROX. 8 LF
OF RCP PIPE �R`39.- �j 6,`� &
is isSD. TCE/LOD _
_ ` \.
7' DIA. SMH UE5-01P-_ UE/ N _ 1
STA 0+00 1 \ \ PIPE SUPPORT
(SEE NOTE 1) \
CMT HOLDING, LLC /
PARCEL NO: 180802
D.B. 7185, PG. 2858 •
/
PUE
CONC COLLAR
REPLACE TOP ELEV. 746.57' \ 1
APPROX 5 LF
OF VC PIPE -�
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TOP ELEI/ 740.57' /
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TOP ELEV.• 740.56' 1 kOP ELEV.• 740.58
\ PUE •
TCE/LOD
CMT HOLDING, LLC
PARCEL NO: 180802 /
gyp) B. 7185, PG. 2858
INSTALL COLLAR
AT NEW/OLD
RCP TRANSITION
(o
CMT HOLDING, LLC
PARCEL NO: 180855
D.B. 7775, PG. 1253
P.B. 141, PG. 56
EX. BURIED
ABANDONED 30" SS
N N
•
/
r
24-00
I
CONC PILLAR
TOP ELEI/ 740.74'
PUE
TCE/LOD
•
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PUE
CMT HOLDING, LLC
PARCEL NO: 180855
D.B. 7775, PG. 1253
P.B. 141, PG. 56
730
-
TCE/LOD 10E- LOD - TCE/LOD
CONC PILLAR
TOP ELEI/ 740.85'
\.._ 3+00
c�0
PUE
- - CONC PILLAR
TOP ELEV.• 740.87' •
3
tO
PUE
- CONC PILLAR
TOP ELEV.• 740.86
FV-pP\-N
TCE/LOD TCE/LOD . TCE/LOD
.0"/33 / /34 J /'1-56 151
�t?t EUE' PUE
PROPOSED 48" WSP
N.
-4
TCE/LOD
139
TCE/LOD
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4+00-9P ELEV 740.90' -
p
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W
PUE
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CONC PILLAR
30' EXISTING SANITARY
SEWER EASEMENT (PER
DMP PROJECT NUMBER
120033; DATED: SEPT.
2012)
TCE/LOD
CONC COLLAR
i
i
PUE
TOP ELEI/ 740.91' TOP ELEV: 746.85'
PIPE SUPPORT
TOP ELEV.• 743.86'
PUE
EXP. JOINT
�1 ' Abe
TCE/LOD TC
7' DIA. SMH 15-02
STA 4+77
(SEE NOTE 1)
7
5+00
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-1
� n
EX. 48" RCr i Z I
0
/LOD
1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7'
DIA. POLYMER CONCRETE.
PROPOSED MANHOLE SHOWN
AT NEW RCP TO WSP
TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL
REMAIN. REFER TO STRUCTURAL
DRAWINGS FOR MINOR REPAIRS.
DEPTH OF BURY AND PIPE
ELEVATION ABOVE EXISTING
GRADE SHOWN IN PROFILES IS
APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL
BE REMOVED.
4. PROPOSED WSP TO HAVE
DOUBLE WELDED LAP JOINTS
WITH A 48" ID AND WALL
THICKNESS OF 3/8".
5. ONE RIGID CONNECTION TO BE
USED AT EACH AERIAL
CROSSING WHERE NOTED.
6. SLIDING CONNECTIONS TO BE
USED ON ALL PIERS EXCEPT
WHERE RIGID CONNECTIONS
CALLED OUT.
SEE C-106 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
750 -
EX. 48"
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Cam? O. 16%�
w 740
W
ELEVATION
730
720
LO
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0
x
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STA 0+00
RIM 754.00
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INV OUT 741.09 48" RCP
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cn
LLI
cn
cn
477 LF OF 48" WSP © 0.11%
RIGID
CONNECTION.
SEE NOTE 5.
cn
T/STEEL EL. 740.25'
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REINFORCEMENT
LLI
cn
LTD
LLI
cn
LO
CC
LLI
cn
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STA. 4+59.5
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7' DIA. SMH 15-02
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INV IN 741.66 48" RCP
INV OUT 741.65 48" WSP
GRADE AROUND
EXP. JOINT SO
NO PART IS BURIED.
PIPE SUPPORT
- CONTRACTOR TO VERIFY
INVERT ELEVATION OF VC PIPE
EX. GRADE I-
EX. CONCRETE PIERS.
SEE NOTE 2.
718
- 0+15
2+00
3+00
4+00
5+00
750
740 FITi
730
720
718
5+19
PIER REPAIR TABLE
PIER ID
REPAIR TYPE
QUANTITY (SF)
15K
C
4
PIER REPAIR NOTES:
1. REFER TO SD-1 FOR CONCRETE REPAIR
TYPES AND REPAIR DETAILS.
2. REPAIR LOCATIONS AND QUANTITIES ARE
APPROXIMATE. REPAIRS ARE NOT LIMITED
TO LOCATIONS SPECIFIED IN DRAWINGS AND
MAY BE AMENDED BASED ON CONDITIONS
ENCOUNTERED DURING SELECTIVE
DEMOLITION AND CONSTRUCTION.
PROFILE
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
DATE DRWN CHKD
REMARKS
DESIGNED BY -
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY-
DATE-
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 15
PROJECT NO. 119145-243812
FILE NAME: C01 5STPP.DWG
SHEET NO.
C-15
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
\B/
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PARCEL NO: 1806
D.B. 7158, PG. 12 .1
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ELEV=753.28
NORTH CAROLINA
DEPARTMENT OF /
,
TRANSPORTATION %
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LOD
0,
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ELEV: 753.78'
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PROPOSED
1 48" WSP
0
PU
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I
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20'
ZONE 2
50' STREAM BUFFER
NORTH CAROLINA
DEPARTMENT OF
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NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
30'
ZONE 1
i
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CAUTION! OVERHEAD
POWER LINES
COUPLING
1
50.98'
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POWER LINES
SCALE: 1"=20'
1
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30' EXISTING
SANITARY SEWER
EASEMENT (PER DMP
PROJECT NUMBER
120033; DATED: SEPT.
2012)
LOD
SMH 16-02
STA 1+23
(SEE NOTE 1)
EX. 48" RCP , I
I
30" DIP AERIAL SEWER
TCE/LOD
PIPE
0
0
0
0
Z
0
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1" = 20'
10
NOTES:
0
20
1. NEW MANHOLES SHALL BE 7' DIA. POLYMER
CONCRETE. PROPOSED MANHOLE SHOWN AT NEW RCP
TO WSP TRANSITION POINT.
2. ALL CONCRETE PIERS SHALL REMAIN. REFER TO
STRUCTURAL DRAWINGS FOR MINOR REPAIRS. DEPTH
OF BURY AND PIPE ELEVATION ABOVE EXISTING GRADE
SHOWN IN PROFILES IS APPROXIMATE. FIELD
CONDITIONS WILL VARY.
3. EXISTING KNEE BRACES SHALL BE REMOVED.
4. PROPOSED WSP TO HAVE DOUBLE WELDED LAP
JOINTS WITH A 48" ID AND WALL THICKNESS OF
3/8".
SEE C-106 FOR EROSION AND
SEDIMENTATION CONTROL PLAN
AND SITE ACCESS
EX. 48" RCP
SS © 0.12%
W
W
EXISTING MANHOLE
STA 0+10
RIM 758.24
INV IN 746.61 48" RCP
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EX.48 RCP SS
ra> 3.14%
7' DIA. SMH 16-01
STA 0+53 0
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INV IN 748.54 48" RCP
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770
—760
GRADE AROUND COUPLING
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EX. 48" RCP SS
C) 0.09%
PIPE SUPPORT
)
EX. GRADE
MODIFY CONCRETE PIER
ACCORDING' Y TO INSTAI I MANHOI F
PROTECT CONCRETE PIERS IN PLACE
1 +00
750
740
735
1 +73
NOIIVAT1]
PROFILE
SCALE: 1 "=20' HORIZ.
SCALE: 1 "= 4' VERT.
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV' DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
E. DUDLEY
DRAWN BY -
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY•
DATE•
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL —
AERIAL SEWER PIPE REPLACEMENT
AERIAL SEGMENT 16
PROJECT NO. 119145-243812
FILE NAME: C016STPP.DWG
SHEET NO.
C-16
N
N
N
N
FOR CONSTRUCTION

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PARCEL NO: 218798
D.B. 3273, PG. 1084
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CITY OF HIGH POINT
PARCEL NO: 209711
P.B. 175, PG-60
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CITY OF HIGH POINT
PARCEL NO: 209710
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PIEDMONT TRIAD REGIONAL
= I PARCEL NO: 209706
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ACCESS AERIAL SEGMENT
FROM EITHER SIDE OF
WETLAND.NO WETLAND
CROSSING AT THIS LOCATION
CITY IF HIGH POh.
PARCEL NOf 218799
D.B. 3273,/ PG. 1084 /
P.B. 176 PG. 100 ABANDONED 30" CI
AERIAL SEGMENT A2
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CITY OF HIGH POINT
PARCEL NO: 209711
- - P.B. 175, PG. /60
TEMPORARY STREAM
CROSSING BRIDGE MAT
SEE NOTE 8
STREAM BANK
RESTORATION
AND DEWATERING
ABANDONED 30" CI
AERIAL SEGMENT A2
SEE NOTE 5
•
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E=1729835.09
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RESEED WETLAND AREAS
WITHIN LOD WITH WETLAND
SEED MIX PER SHEET CD-4
DEWATERING
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PARC L 0: ,209710 \
D.B. 2952, PG. 973 &
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SEE NOTE 6
48" WSP AERIAL SEGMENT 1
ABANDONED 3011 CI AERIAL SEGMENT Al
SCALE: 1"=60'
/ / f.
RESEED WETLAND AREAS
I WITHIN LOD WITH WETLAND
SEED MIX PER SHEET CD-4
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CITY OF HIGH POINT
PARCEL NO: 209710
D.B. 2952, PG. 973 &
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PIEDMONT TRIAD
\REGIONAL WATER
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PARCEL- -NO: 20971
D.B. 2952, PG: 973 &
1 D. B' 4217, PG. 1068
l
OUTLET
STABILIZATION
STRUCTURE
TEMPORARY STREAM
CROSSING BRIDGE MAT
SEE NOTE 8
SILT FENCE (TYP.)
SILT FENCE
OUTLET MP.)
TEMPORARY
DIVERSION BERM
LOD
STAGING AREA
= 60'
TEMPORARY
DIVERSION BERM
TD2
CITY OF HIGH POINT
, PARCEL NO: 218796
N
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60
CONSTRUCTION
ENTRANCE
EASTSIDE WASTEWATER
I TREATMENT PLANT
KEY MAP
PLAN
1" = 2500'
1" = 60'
30
EROSION CONTROL NOTES:
2.
3.
4.
5.
6.
7.
8.
60
HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED
ON ACCESS MATS TO MINIMIZE SOIL DISTURBANCE.
MINIMIZE STREAM CROSSINGS BY USING TEMPORARY
CONSTRUCTION EASEMENTS TO ACCESS EITHER SIDE OF AERIAL
SEWER WHERE POSSIBLE.
WIDTH OF DISTURBANCE WITHIN STREAM BUFFER AND/OR
WETLAND AREA LIMITED TO 40'.
CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE LIMITS OF
DISTURBANCE ONLY AS REQUIRED TO COMPLETE THE WORK.
STREAMS AND WETLANDS SHOWN AROUND THE ABANDONED 30"
CI AERIAL SEGMENTS ARE FROM A FIELD DELINEATION IN
NOVEMBER, 2020 AND ARE APPROXIMATE. WETLAND BOUNDARIES
WERE VERIFIED BY USACE ON DECEMBER 28, 2020. THEY DO
NOT CONSTITUTE A SURVEYED PLAT.
CONTRACTOR IS PERMITTED TO USE THE EXISTING CULVERTS TO
ACCESS THE WORK AREA AT EACH CULVERT INSIDE OF LOD.
LOCATION OF CULVERT IS APPROXIMATE.
TIMBER BRIDGE MAT PER DETAIL ON CD-8 MAY BE USED
WITHIN LOD FOR TEMPORARY ACCESS DURING CLEARING.
KEY MAP
PLAN
1" = 2500'
48" WSP AERIAL SEGMENT 2
ABANDONED 30" CI AERIAL SEGMENT A2
OUTLET
STABILIZATION
STRUCTURE
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO
DATE
DRWN
CHKD
REMARKS
DESIGNED BY•
DRAWN BY -
SHEET CHK'D BY -
CROSS CHK'D BY -
APPROVED BY-
DATE-
E. DUDLEY
S. MALPASS
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
SEDIMENT AND EROSION CONTROL PLAN
PROJECT NO. 119145-243812
SHEET NO.
41
41
FOR CONSTRUCTION

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PARCEL NO: P61460
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STREAM BANK
RESTORATION
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AREAS WITHIN LOD
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HILLTOP HOLDIKS l 1, L4C
PARCEL NO: 1161460
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5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
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RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
CITY OF HIGH POINT
PARCEL NO: 20710
B. 2952, LPG. 9733&
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B. 4 17, PSG. 1068 _ /•
HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON
ACCESS MATS TO MINIMIZE SOIL DISTURBANCE.
MINIMIZE STREAM CROSSINGS BY USING TEMPORARY CONSTRUCTION
EASEMENTS TO ACCESS EITHER SIDE OF AERIAL SEWER WHERE
POSSIBLE.
WIDTH OF DISTURBANCE WITHIN STREAM BUFFER AND/OR WETLAND
AREA LIMITED TO 40'.
CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE LIMITS OF
DISTURBANCE ONLY AS REQUIRED TO COMPLETE THE WORK.
STREAMS AND WETLANDS SHOWN AROUND THE ABANDONED 30" CI
AERIAL SEGMENTS ARE FROM A FIELD DELINEATION IN NOVEMBER,
2020 AND ARE APPROXIMATE. WETLAND BOUNDARIES WERE VERIFIED
BY USACE ON DECEMBER 28, 2020. THEY DO NOT CONSTITUTE A
SURVEYED PLAT.
CONTRACTOR IS PERMITTED TO USE THE EXISTING CULVERTS TO
ACCESS THE WORK AREA AT EACH CULVERT INSIDE OF LOD.
LOCATION OF CULVERT IS APPROXIMATE.
TIMBER BRIDGE MAT PER DETAIL ON CD-8 MAY BE USED WITHIN
LOD FOR TEMPORARY ACCESS DURING CLEARING.
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
PROJECT NO. 119145-243812
FILE NAME: C102ECPL.DWG
FOR CONSTRUCTION

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\ \ \ \ MARTIN MATIETTA
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\ \ \ NARCEL NO: 161474
\ \ D.B. 5130, \PG. 317 \
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DESIGNED BY -
DRAWN BY -
SHEET CHK'D BY -
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APRIL 2021
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Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
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CONSTRUCTION
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1 . HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED
ON ACCESS MATS TO MINIMIZE SOIL DISTURBANCE.
2. MINIMIZE STREAM CROSSINGS BY USING TEMPORARY
CONSTRUCTION EASEMENTS TO ACCESS EITHER SIDE OF AERIAL
SEWER WHERE POSSIBLE.
3. WIDTH OF DISTURBANCE WITHIN STREAM BUFFER AND/OR
WETLAND AREA LIMITED TO 40'.
4. CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE LIMITS OF
DISTURBANCE ONLY AS REQUIRED TO COMPLETE THE WORK.
5. STREAMS AND WETLANDS SHOWN AROUND THE ABANDONED 30"
CI AERIAL SEGMENTS ARE FROM A FIELD DELINEATION IN
NOVEMBER, 2020 AND ARE APPROXIMATE. WETLAND BOUNDARIES
WERE VERIFIED BY USACE ON DECEMBER 28, 2020. THEY DO
NOT CONSTITUTE A SURVEYED PLAT.
6. CONTRACTOR IS PERMITTED TO USE THE EXISTING CULVERTS TO
ACCESS THE WORK AREA AT EACH CULVERT INSIDE OF LOD.
7. LOCATION OF CULVERT IS APPROXIMATE.
8. TIMBER BRIDGE MAT PER DETAIL ON CD-8 MAY BE USED
WITHIN LOD FOR TEMPORARY ACCESS DURING CLEARING.
\
KEY MAP
PLAN
1" = 2500'
30
1" = 60'
0
SEDIMENT AND EROSION CONTROL PLAN
60
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
PROJECT NO. 119145-243812
FILE NAME: C1 03ECPL.DWG
SHEET NO.
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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CONSTRUCTION EASEMENTS TO ACCESS EITHER SIDE OF
AERIAL SEWER WHERE POSSIBLE.
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WETLAND AREA LIMITED TO 40'.
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2020. THEY DO NOT CONSTITUTE A SURVEYED PLAT.
6. CONTRACTOR IS PERMITTED TO USE THE EXISTING
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INSIDE OF LOD.
7. LOCATION OF CULVERT IS APPROXIMATE.
8. TIMBER BRIDGE MAT PER DETAIL ON CD-8 MAY BE USED
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REV. DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY•
DRAWN BY.
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY.
DATE.
E. DUDLEY
S. MALPASS
M. POLLARD
APRIL 2021
smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
SEDIMENT AND EROSION CONTROL PLAN
PROJECT NO. 119145-243812
FILE NAME: C104ECPL.DWG
SHEET NO.
C-104
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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N=802049.63
E=1718441.87
ELEV=745.79
SILT FENCE (TIP.)
WILLIAM L. JACK�N
P RCEL NO: 180797
D.B. 3227, PG. 822
SCALE: 1"=60'
STREAM BANK
RESTORATION
AND DEWATERING
MARK LEWIS & CHRISTEL
1SB/LL bLIIQHANT
PPARCEL N0: 161538
d\. \4 \. P\\ \ 43\\4
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48" WSP AERIAL
SEGMENT 13
h� J�
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1
48" WSP AERIAL SEGMENTS 12-14
ABANDONED 30" CI AERIAL SEGMENT Al2
—`NAIL TBM
N=801691.46
E=1718887.99
ELEV=734.00
SCALE: 1"=60'
300,
1/2" IP TBM
N=801654.11
E=1718950.15
ELEV=747.41
/
/ / / / / / / / / /
/ / // // / // // // / / /
/ /
' / / // / / / / / /
APAC-ATLANTIO, INC. / / / / /
PARCEL N9: 204/321 / / /
D.B. 7691 PAC. /165'1 / l /
1 / 1-"1-1 / L 11 11 / / / —
1 / / / 1 / " / 7TL-_ / /— N
/ / / / /,// /
' APAC-ATLANTIC, INC.
PARCEL NO: 161506
D.B. 7691, PG. 1659
/ 1///:
APAC-ATLANTIC, INC. / /PARCEL NO: 204827 /D.B. 7691, PG. 1668/ / /
P.(.2,5,69// //\ / /�O /i
CONSTRUCTION
ENTRANCE
OUTLET
STABILIZATION
STRUCTURE
MARK LEI4VIS/ CHRISTIEL/ ,� \\\\ \ \>`SO — 50-
ASBILL 01&1PHAWT / \ \ \ ` .�
PARCEL;Vi: '�fj'15f38/ / `O�/ D.p. #6 /Pq. /43�
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/ SEE NOTES 6&7
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ASBILL9LPIIA
PARCEL 0: • 1538
D.B. .36, PG. 434
MARK--L
ASBILL
PARCEL NO:
D.B. 4636, P
CONSTRUCTION
ENTRANCE
TEMPORARY
DIVERSION BERM
TD7. SEE NOTE
9.
48" WSP AERIAL
SEGMENT 12
KEY MAP
PLAN
1" = 2500'
EROSION CONTROL NOTES:
TEMPORARY
DIVERSION BERM
TD8
\ \\ ` \ OUTLET
b\ \\ \o.\\ STABILIZATION ri
\\\ \ STRUCTURE
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IPHA
1615
43
HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED
ON ACCESS MATS TO MINIMIZE SOIL DISTURBANCE.
MINIMIZE STREAM CROSSINGS BY USING TEMPORARY
CONSTRUCTION EASEMENTS TO ACCESS EITHER SIDE OF AERIAL
SEWER WHERE POSSIBLE.
WIDTH OF DISTURBANCE WITHIN STREAM BUFFER AND/OR
WETLAND AREA LIMITED TO 40'.
CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE LIMITS OF
DISTURBANCE ONLY AS REQUIRED TO COMPLETE THE WORK.
STREAMS AND WETLANDS SHOWN AROUND THE ABANDONED 30"
CI AERIAL SEGMENTS ARE FROM A FIELD DELINEATION IN
NOVEMBER, 2020 AND ARE APPROXIMATE. WETLAND BOUNDARIES
WERE VERIFIED BY USACE ON DECEMBER 28, 2020. THEY DO
NOT CONSTITUTE A SURVEYED PLAT.
CONTRACTOR IS PERMITTED TO USE THE EXISTING CULVERTS TO
ACCESS THE WORK AREA AT EACH CULVERT INSIDE OF LOD.
LOCATION OF CULVERT IS APPROXIMATE.
TIMBER BRIDGE MAT PER DETAIL ON CD-8 MAY BE USED
WITHIN LOD FOR TEMPORARY ACCESS DURING CLEARING.
INSTALL SYNTHETIC MAT LINER AT BOTTOM OF TEMPORARY
DIVERSION BERM.
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV. DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY-
DRAWN BY.
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY.
DATE.
E. DUDLEY
S. MALPASS
M. POLLARD
APRIL 2021
smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
SEDIMENT AND EROSION CONTROL PLAN
PROJECT NO. 119145-243812
FILE NAME: C105ECPL.DWG
SHEET NO.
C-105
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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RESEED WETLAND AREAS
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SEED MIX PER SHEET CD-4
•
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TEMPORARY STREAM
CROSSING BRIDGE MAT
SEE NOTE 8
C T HOLDIN , C
RCEL N'. 180855
.B. 77 , PG. 1253
P.B 141, PG. 56
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CMT HOLDING, -LLC
PARCEL NO: 180802
D.B. 7185 Pr 2R.SR
EX. 18" VC SS
HP23844
001
ABANDONED 30" CI
AERIAL SEGMENT A13
(SEE NOTE 5)
%" IP TBM
N=801414.40
E=1717315.82
ELEV=728.92
4811 WSP AERIAL SEGMENT 15
ABANDONED 3011 CI AERIAL SEGMENTS A13 & A14
ACCESS AERIAL SEGMENT
FROM EITHER SIDE OF
WETLAND.NO WETLAND
CROSSING AT THIS LOCATION
WAT PRAKEONARAMITH INC.
PARCEL NO: 180702
— --07B. 83T9; P_G. _2267 -
SCALE: 1"=60'
ARTHUR D. SIMREL
PARCEL NO: 180699
D.B. 7158, PG. 1271
STREAM BANK
RESTORATION
AND DEWATERING
48" WSP AERIAL SEGMENT 16
NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
1 1 \ 1
)
/ /
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MATTHIAS PAPIER CORP.
PARCEL NO:I 180800
D.B. 3111, PG. 877
D.B. 3132, PG. 417
1 4 HP14831
%//
MATTHIAS PAPER
PARCEL NO: 180800 — — - / / i/ ' / /
D.B. 311 1,PG- ia. i j j //,i19 /
D.B. 3132, PG. 417- — / / / /
and
SILT FENCE (TIP.)
i
•
001
SILT FENCE
OUTLET (TYP.)
�740__
— — — CMT HOLDING, LLC
— — — — PARCEL NO: 180802
D.B. 7185._ PG. 2858
ABANDONED 30" CI
AERIAL SEGMENT A15
(SEE NOTE 5)
• NORTH CAROLINA
' DEPARTMENT OF
\TRANSPORTATION
4811 WSP AERIAL SEGMENT 16
ABANDONED 3011 CI AERIAL SEGMENTS A15 & A16
DESIGNED BY•
DRAWN BY.
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY.
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
OUTLET
HP22198 STABILIZATION
STRUCTURE
ARTHUR D. ' IMREL
PARCEL NO: 1:0699
D`B 7158, PG. 1271
HP19895
001
ARTHUR D. SIMREL
PARCEL NO: 180699
TEMPORARY
DIVERSION BERM
TD9
i
I-LPT4
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
\F/
R/W
/
HP17059
/ /
MAE SMITH
CONSTRUCTION
ENTRANCE
CONSTRUCTION
ENTRANCE
,Ge'
US HIGHWAY
29/70
SS 85
DEPARTMENT F
TRANSPORTATI
EX. 15" VC SS
\G/
KEY MAP
PLAN
1" = 2500'
1" = 60'
30
EROSION CONTROL NOTES:
60
1. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED
ON ACCESS MATS TO MINIMIZE SOIL DISTURBANCE.
2. MINIMIZE STREAM CROSSINGS BY USING TEMPORARY
CONSTRUCTION EASEMENTS TO ACCESS EITHER SIDE OF AERIAL
SEWER WHERE POSSIBLE.
3. WIDTH OF DISTURBANCE WITHIN STREAM BUFFER AND/OR
WETLAND AREA LIMITED TO 40'.
4. CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE LIMITS OF
DISTURBANCE ONLY AS REQUIRED TO COMPLETE THE WORK.
5. STREAMS AND WETLANDS SHOWN AROUND THE ABANDONED 30"
CI AERIAL SEGMENTS ARE FROM A FIELD DELINEATION IN
NOVEMBER, 2020 AND ARE APPROXIMATE. WETLAND BOUNDARIES
WERE VERIFIED BY USACE ON DECEMBER 28, 2020. THEY DO
NOT CONSTITUTE A SURVEYED PLAT.
6. CONTRACTOR IS PERMITTED TO USE THE EXISTING CULVERTS TO
ACCESS THE WORK AREA AT EACH CULVERT INSIDE OF LOD.
7. LOCATION OF CULVERT IS APPROXIMATE.
8. TIMBER BRIDGE MAT PER DETAIL ON CD-8 MAY BE USED
WITHIN LOD FOR TEMPORARY ACCESS DURING CLEARING.
KEY MAP
PLAN
1" = 2500'
1" = 60'
30
60
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
FILE NAME: C106ECPL.DWG
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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TRENCH DEPTH VARIES
BEDDING ZONE
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TRENCH WIDTH
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DETAIL
NTS
SAND. MIN SE 35.
48" STEEL SEWER
FINISHED GRADE
4 a
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ELEVATION
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12"
12"
0.3528
15"
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12"
0.3990
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0.4465
24"
12"
12"
0.5526
30"
12"
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0.6560
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2.5793
60"
18"
18"
2.8506
66"
18"
18"
3.1307
72"
18"
18"
3.4176
NOTES:
A. USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHOWN ON THE PLANS OR
AS DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
EXIS IING PIPES WITH PIPES OF DIFFERENT MATERIALS.
B. CONSTRUCT THE PIPE COLLAR WITH CLASS "B", 2,500 PSI,
OR BETTER CONCRETE.
C. CONSTRUCT THE PIPE COLLAR IN ACCORDANCE WITH SECTION
840 OF THE MOST RECENT EDITION OF THE NCDOT STANDARD
SPECIFICATIONS.
D. FOR JOINING TWO PIPES WITH DIAMETERS LESS THAN 12",
USE 12" DIAMETER VALUES.
CITY OF HIGH POINT
NORTH CAROLINA
ENGINEERING SERVICES DEPARTMENT
ISSUED 5-3-07
REVISIONS
APPROVED MA 3 ,20P.
DIR CTOR�
STANDARD DRAWING FOR
PIPE COLLAR
PIPE_COLLAR.DI
801.00
SHEET 1 OF 1
ANTI -SEEP COLLAR
DETAIL
NTS
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.,. 4.A4H, 2021
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY -
DRAWN BY•
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY•
DATE.
E. DUDLEY
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
CIVIL DETAILS
PROJECT NO. 119145-243812
FILE NAME: CD-1.DWG
SHEET NO.
CD-1
41
41
FOR CONSTRUCTION

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SIZE
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DESCRIPTION
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1
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2
2
P
L2 X 2 X 1/2
0'-4"
ANGLE, CUT ONE LEG TO SUIT
3
2
P
11" X 1/2
1'-2"
PLATE CUT PER DWG.
4
1
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4 3/4" X 1/2
1'-2"
PLATE
5
1
P
12 X 5/8"
3'-10"
PLATE WITH HOLES PER DETAIL
6
4
200
E
3/4"
SS HILTI HIT —RE 500 V3 ADHESIVE ANCHOR BOLT, MIN. EMB. 5"
7
1
SS
6" X 5/8"
3'-1"
316LLSS PLATE, MIRROR FINISH
8
1
12" X 11/32"
3'-1"
TEFLON BONDED TO BASE PLATE
EX. CONCRETE PIER.
48" PIPE
46"
37"
2-3/4" (typ.)
1 a
I
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PIER.
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DETAIL
2" MIN.
LAP NOTE 1
\\ \\ \\ \\ �\ \
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*4T
(MIN)
1/4" NPT FIELD TEST PORT
(NOTE 2)
*4T
(MIN)
NTS
SHOP —APPLIED
COATING
(TYP)
DOUBLE WELDED LAP JOINT
STEEL PIPE
T V
SHOP —APPLIED
LINING (TYP)
NOTES:
15-3/4" 6-1 /2'
typ.
1 99
2
tyD.
SECTION AA
7/8" 0 HOLES TYP.
NOTES:
1. P—PAINTED RED OXIDE PRIMER.
2. HARDWARE TO BE ELECTRO—PLATED.
3. CONTRACTOR SHALL REVIEW THE SITE
CONDITIONS AND CONFIRM ALL DIMENSIONS
ON THE SADDLE PRIOR TO FABRICATION.
1. ALL JOINTS SHALL BE DOUBLE WELDED.
2. ALL DOUBLE WELDED JOINTS SHALL BE AIR TESTED. SEAL WELD
TEST PORT AFTER SUCCESSFUL FIELD INSPECTION OF JOINT AND
BEFORE APPLICATION OF COATING AND LINING REPAIRS.
3. 2" MIN. FROM BELL TANGENT TO WELD.
4. SCALE IS EXAGGERATED FOR CLARITY.
5. FIELD REPAIR OF LININGS AND COATINGS PER MANUFACTURER'S
REQUIREMENTS.
TYP>
1 /4'
TYP
3:1 TAPER
WELD
(NOTE 2)
T2
INSIDE OF
PIPE WALL
NOTES:
10.
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NO.
QTY
FIG NO.
FIN
SIZE
LENGTH
DESCRIPTION
1
1
P
14 "X 5/8"
PLATE ROLL TO FIT 48" ID
2
1
P
17" X 5/8"
3'-6 5/8"
PLATE COPE TO FIT 48 5/8" ID
3
4
P
6 11/16"X 1/2
11"
PLATE CUT PER DWG.
4
2
P
4 3/4" X 1/2
3 11/16"
PLATE
5
1
P
12 X 5/8"
3'-10"
PLATE WITH HOLES PER DETAIL
6
8
200
E
3/4"
SS HILTI HIT —RE 500 V3 ADHESIVE ANCHOR BOLT MIN. EMB. 5"
EX. CONCRETE PIER.
TYP
48" PIPE
FIELD SUPPLY
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1. PROVIDE TAPER WELD WHEN CONNECTING TWO
PIPES HAVING DISSIMILAR THICKNESSES WHERE
T2 — T1 ° ° 0.05 IN.
2. MINIMUM TAPER LENGTH SHALL BE 0.25 IN.
DISSIMILAR PIPE WALL THICKNESS JOINT
46"
8-1 /16"
typ.
H _I
2-3/4" (typ.)
3-11/16
° 5/8"
3-11/16"
4 f '4
4- 4- [1 4-
4- 4- [1 4-
4- R
° 4-1/2" N
EX. CONCRETE
PIER.
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DETAILC-)
B
NTS
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typ. tyP..l
1 "
2
ty 3 .
7/8" 0 HOLES TYP.
SECTION AA
NOTES:
1. P—PAINTED RED OXIDE PRIMER.
2. HARDWARE TO BE ELECTRO—PLATED.
3. CONTRACTOR SHALL REVIEW THE SITE
CONDITIONS AND CONFIRM ALL DIMENSIONS
ON THE SADDLE PRIOR TO FABRICATION.
L J
NOTES:
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1. MANHOLE LOCKABLE RING AND COVERS SHALL BE MADE OF COMPOSITE
MATERIAL SUITABLE FOR OUTFALL APPLICATIONS, MEDIUM DUTY RATED, UV
RESISTANT AND WITH WORM GEAR LOCK, PENTA HEAD COMPOSITE BOLT WITH
LIFT CAPABILITY SECURITY.
2. FOR OUTFALL USE ONLY. NOT FOR USE IN MANHOLES LOCATED IN ROADWAYS.
3. OUTFALL MANHOLE LOCKABLE RING & COVER, TYPE FT SHALL BE CAST INTO
THE OUTFALL MANHOLE LID.
4. MANHOLE COVER TO HAVE "CITY OF HIGH POINT SANITARY SEWER" STENCILED
ON TOP.
5. USE DUROWALK TM ACCESS ASSEMBLY BY EJ CORPORATION OR EQUAL.
COMPOSITE MANHOLE
FRAME AND LID
DETAIL
NTS
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY -
DRAWN BY.
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY.
DATE.
E. DUDLEY
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
CIVIL DETAILS
PROJECT NO. 119145-243812
FILE NAME: CD-2.DWG
SHEET NO.
CD-2
41
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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(SEE NOTE 2)
EX. 48" RCP
MIN. 12" #67 STONE
VARIES
EXISTING 48" RCP
TO REMAIN
EXISTING GRADE
(APPROXIMATE)
COMPOSITE VENTED MANHOLE FRAME & LID
MIN. 30" DIAMETER
7' ID POLYMER CONCRETE MANHOLE. PRECAST
ALTERNATE. (SEE NOTE 1)
FLEXIBLE BOOT -TYPE
CONNECTOR (TYP)
VARIES
MANHOLE NOTES:
1. PRECAST CONCRETE MANHOLES WITH EPDXY LINER
PER SPECIFICATIONS SHALL BE PROVIDED AS AN
ALTERNATE.
2. JOINT SEALER SHALL BE APPLIED IN TWO (2)
CONTINUOUS RINGS AROUND JOINT. EXTERIOR JOINT
WRAP SHALL BE APPLIED ON BURIED JOINTS.
3. MANHOLE INVERT SHALL BE A FULL BENCH & MATCH
PIPE DIAMETER.
4. BOOTS SHALL BE REQUIRED FOR ALL SEWER
SERVICES AND MAINS ENTERING THE MANHOLE.
5. MOOR -BASE INVERTS ARE NOT ALLOWED.
EXISTING GRADE
(APPROXIMATE)
NEW 48" WELDED STEEL PIPE. USE FLANGED
STEEL PIPE ONLY AT CONNECTION POINTS TO
EXPANSION JOINTS.
EXISTING PIPE SUPPORT
NEW MANHOLE AND REPLACEMENT OF 48" PIPE
DETAIL
REMOVE CONCRETE COLLAR.
PROTECT REST OF PIPE
SUPPORT IN PLACE
REMOVE RCP/STEEL ADAPTER
AND ONE OR TWO SEGMENTS OF
RCP TO THE NEAREST JOINT OR
AS SHOWN ON THE PLANS
EXISTING PIPE
SUPPORT TO REMAIN
3/8" = 1'-0"
48" PIPE DEMOLITION
REMOVE 48" COUPLING
AND STEEL PIPE
REMOVE PIPE STRAP AND
ANCHOR BOLTS
FLANGED EXPANSION JOINT.
DO NOT BURY.
2'
•
REMOVE RING GIRDERS
AT EACH PIER (TYP)
EXISTING CONCRETE
PIER TO REMAIN
EXISTING 30" SEWER TO REMAIN
LINE EXISTING SADDLE
WITH 4 LAYERS OF 30#
TARRED FELT WITH
GRAPHITE BETWEEN
EACH LAYER
REMOVE EXISTING
48" STEEL PIPE
REMOVE KNEE BRACES
EXISTING GRADE
(APPROXIMATE)
•
REMOVE SEGMENTS OF RCP
(OR OTHER) PIPE TO THE
LIMITS SHOWN ON THE
PLANS
CONCRETE PLUG
PLUG WITH SUITABLE
MATERIAL TO HOLD
CONCRETE
30" ABANDONED PIPE DEMOLITION
PLUG WITH SUITABLE
MATERIAL TO HOLD
CONCRETE
DETAIL
3/8" = 1'-O"
(!)
•
404444:046 144.
/\//\///�
REMOVE 30" CIP ABANDONED
SEWER, STEEL SUPPORT
BEAMS, STEEL COLUMNS,
CROSS BRACING AND
CONCRETE FOOTINGS.
MANHOLE ABANDONMENT
DETAIL / D
NTS
REMOVE CONCRETE
COLLAR TO GRADE
REMOVE MANHOLE LID, FRAME,
GRATE, UPPER CONE SECTION,
STAIRS TO NEAREST JOINT
BELOW GRADE
EXCAVATE TO REMOVE
UPPER CONE. BACKFILL
WITH AVAILABLE TRENCH
SPOILS AND COMPACT TO
90% RC.
EXISTING GRADE
(APPROXIMATE)
EX. MANHOLE BASE,
SHELF, STAIRS TO
REMAIN.
FILL VOID WITH SAND OR
GRAVEL.
EX. PIPE
5' CONCRETE PLUG TO REMAIN.
(TYP.)
BREAK UP BOTTOM OF
MANHOLE SO WATER CAN
ESCAPE.
1
2S3 471761 D460...
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY -
DRAWN BY.
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY.
DATE.
E. DUDLEY
J. CROOK
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
CIVIL DETAILS
PROJECT NO. 119145-243812
FILE NAME: CD-3.DWG
SHEET NO.
CD-3
41
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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STABILIZATION REQUIREMENTS:
> SEEDING:
SEEDING SPECIFICATIONS*:
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> STABILIZATION FOR THIS PROJECT SHALL COMPLY WITH THE TIME FRAME GUIDELINES AS SPECIFIED BY THE
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY
DEFINITION:
> TEMPORARY SEEDING: PLANTING RAPID —GROWING ANNUAL GRASSES, SMALL GRAINS, OR LEGUMES TO
PROVIDE INITIAL, TEMPORARY COVER FOR EROSION CONTROL ON DISTURBED AREAS.
> PERMANENT SEEDING: CONTROLLING RUNOFF AND EROSION ON DISTURBED AREAS BY ESTABLISHING
PERENNIAL VEGETATIVE COVER WITH SEED.
PURPOSE:
> TEMPORARY SEEDING: TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO
FINAL GRADE FOR A PERIOD OF MORE THAN 21 CALENDAR DAYS. TEMPORARY SEEDING CONTROLS
RUNOFF AND EROSION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED.
> PERMANENT SEEDING: TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED
AREAS, AND TO PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTS
TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS.
CONDITIONS WHERE PRACTICE APPLIES:
> TEMPORARY SEEDING: ON ANY CLEARED, UNVEGETATED, OR SPARSELY VEGETATED SOIL SURFACE
WHERE VEGETATION COVER IS NEEDED FOR LESS THAN 1 YEAR. APPLICATIONS OF THIS PRACTICE
INCLUDE DIVERSIONS, DAMS, TEMPORARY SEDIMENT BASINS, TEMPORARY ROAD BANKS, AND TOPSOIL
STOCKPILES.
> PERMANENT SEEDING:
> FINE —GRADED AREAS ON WHICH PERMANENT, LONG—LIVED VEGETATIVE COVER IS THE MOST
PRACTICAL OR MOST EFFECTIVE METHOD OF STABILIZING THE SOIL. PERMANENT SEEDING MAY
ALSO BE USED ON ROUGH —GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A
YEAR OR MORE.
> AREAS TO BE STABILIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED WITHIN
15 WORKING DAYS OR 90 CALENDAR DAYS AFTER FINAL GRADE IS REACHED, UNLESS TEMPORARY
STABILIZATION IS APPLIED.
SPECIFICATIONS:
> SEEDBED REQUIREMENTS:
ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE DUE
TO INAPPROPRIATE SOIL TEXTURE, POOR DRAINAGE, CONCENTRATED OVERLAND FLOW, OR STEEPNESS
OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT THESE PROBLEMS.
TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM REQUIREMENTS
AS A GROWTH MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA:
> ENOUGH FINE—GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND
NUTRIENT SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST .05 INCHES WATER TO 1 INCH OF
SOIL)
> SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
> SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR
IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12 INCHES OR MORE, EXCEPT ON SLOPES
STEEPER THAN 2H:1V WHERE THE ADDITION OF SOIL IS NOT FEASIBLE.
> A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 TO 6.5.
> FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY
KIND. CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3H:1V IF THEY ARE TO BE
HYDROSEEDED.
IF ANY OF THE ABOVE CRITERIA ARE NOT MET (I.E., IF EXISTING SOIL IS T00 COARSE, DENSE,
SHALLOW OR ACIDIC TO FOSTER VEGETATION), SPECIAL AMENDMENTS ARE REQUIRED. THE SOIL
CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE APPLIED.
> SEEDBED PREPARATION:
ROUGHEN SURFACES PRIOR TO SEEDING. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A
MIN. DEPTH OF FOUR (4) INCHES AND RETURN AREAS TO THE APPROVED FINAL GRADE AS NECESSARY.
LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL TESTS. SOIL TESTING IS PERFORMED
FREE OF CHARGE BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOIL TESTING
LABORATORY.
WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE SEEDING SPECIFICATIONS
SHOWN BELOW:
> GROUND AGRICULTURAL LIMESTONE:
LIGHT —TEXTURED, SANDY SOILS: 1 TO 14 TONS/ACRE
HEAVY —TEXTURED, CLAYEY SOILS: 2 TO 3 TONS/ACRE
> FERTILIZER:
GRASSES: 1000 LB/ACRE OF 10-10-10 OR EQUIVALENT
APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4 TO 6 INCHES OF SOIL BY
DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN USING A
HYDROSEEDER, APPLY LIME AND FERTILIZER TO A ROUGH, LOOSE SURFACE. COMPLETE SEEDBED
PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE
(SLOPES LESS THAN 3H:1V). FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER.
BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SEEDING DATES GIVEN IN THE SEEDING MIXTURE SPECIFICATIONS ARE DESIGNATED AS "BEST" OR "POSSIBLE". SEEDINGS PROPERLY CARRIED OUT WITHIN THE "BEST" DATES
HAVE A HIGH PROBABILITY OF SUCCESS. IT IS ALSO POSSIBLE TO HAVE SATISFACTORY ESTABLISHMENT WHEN SEEDING OUTSIDE THESE DATES. HOWEVER, AS YOU DEVIATE
FROM THEM, THE PROBABILITY OF FAILURE INCREASES RAPIDLY. SEEDING ON THE LAST DATE SHOWN UNDER "POSSIBLE" MAY REDUCE CHANGES OF SUCCESS BY 30 TO 50
PERCENT. ALWAYS TAKE THIS INTO ACCOUNT IN SCHEDULING LAND —DISTURBING ACTIVITIES.
USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS INSPECTED BY THE NORTH CAROLINA CROP IMPROVEMENT ASSOCIATION. IT MEETS
PUBLISHED NORTH CAROLINA STANDARDS AND SHOULD BEAR AN OFFICIAL "CERTIFIED SEED" LABEL.
LABELING OF NON —CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION ON SEED PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS.
SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NO ACCEPT SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES OF LEGUME.
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP —TYPE SPREADER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED.
WHEN USING A DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THAN 1 INCH DEEP, GRASSES AND LEGUMES NO MORE THAN 2 INCH. EQUIPMENT SHOULD
BE CALIBRATED IN THE FIELD FOR THE DESIRED SEEDING RATE.
WHEN USING BROADCAST —SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY
ONE—HALF THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM PATTERN: THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT
RIGHT ANGLES TO THE FIRST PASS.
MULCH ALL PLANTINGS IMMEDIATELY AFTER SEEDING.
> HYDROSEEDING:
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND
SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES,
AND IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 4000 LB/ACRE.
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A HYDROSEEDER SLURRY.
IF A MACHINERY BREAKDOWN OF 2 TO 2 HOURS OCCURS, ADD 50 PERCENT MORE SEED TO THE TANK, BASED ON THE PROPORTION OF THE SLURRY REMAINING. THIS
SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL RATE OF NEW SEED MAY BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN ONTO STEEP SLOPES IN DRY FORM.
WHEN APPLYING HYDROSEED THE TOWER OR TANK METHOD SHALL BE USED. BELOW ARE THE SEQUENCE OF APPLICATION FOR BOTH METHODS:
WHEN USING THE TANK METHOD THE FIRST APPLICATION SHOULD BE WITH 3 MULCH, ALL SEED AND FERTILIZER AND THE SECOND APPLICATION SHOULD BE WITH 3 MULCH
ONLY.
WHEN USING THE TOWER METHOD THE FIRST APPLICATION SHOULD BE WITH 3 MULCH ONLY AND THE SECOND APPLICATION SHOULD BE WITH 3 MULCH, ALL SEED AND
FERTILIZER.
> MAINTENANCE:
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING,
INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.
RESEEDING: IF A STAND HAS INADEQUATE COVER, REEVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. REESTABLISH THE STAND AFTER
SEEDBED PREPARATION OR OVERSEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT
SEEDING. IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE.
FERTILIZATION: ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES REFERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES
ANNUAL MAINTENANCE FERTILIZATION. USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
> APPROVED TALL FESCUE CULTIVARS:
06 Dust
2" Millennium
3rd Millennium
Apache III
Avenger
Barlexas
Barlexas II
Bar Fa
Barrera
Barrington
Barrobusto
Barvado
Biltmore
Bingo
Bizem
Blackwatch
Blade Runner II
Bonsai
Braveheart
Bravo
Bullseye
Cannavaro
Catalyst
Cayenne
Cessane Rz
Chipper
Cochise IV
Constitution
Corgi
Corona
Coyote
Darlington
Davinci
Desire
Dominion
Dynamic
Dynasty
Endeavor
Escalade
Essential
Evergreen 2
Falcon IV
Falcon NG
Falcon V
Faith
Fat Cat
Festnova
Fidelity
Finelawn Elite
Finelawn Xpress
Finesse II
Firebird
Firecracker LS
Firenza
Five Point
Focus
Forte
Garrison
Gazelle II
Gold Medallion
Grande 3
Greenbrooks
Greenkeeper
Gremlin
Greystone
Guardian 21
Guardian 41
Hexni
Hanky Tonk
Hot Rod
Hunter
Inferno
Innovator
Integrity
Jaguar 3
Jamboree
Justice
Kalahari
Kitty Hawk 2000
Legitimate
Lexington
LSD
Magellan
Matador
Millennium SRP
Monet
Mustang 4
Ninja 2
OF Glory
Olympic Gold
Padre
Patagonia
Pedigree
Picasso
Piedmont
Plantation
Proseeds 5301
Prospect
Pure Gold
Quest
Raptor 11
Rebel Exeda
Rebel Sentry
Rebel IV
Regiment II
Regenerate
Rendition
Rhambler 2 SRP
Rembrandt
Reunion
Riverside
RNP
Rocket
Scorpion
Serengeti
Shelby
Sheridan
Signia
Silver Hawk
Sliverstar
Shenandoah Elite
Sidewinder
Skyline
Solara
Southern Choice II
Speedway
Spyder LS
Sunset Gold
Taccoa
Tanzania
Trio
Tahoe 11
Talladega
Tarheel
Terrano
Titan ltd
Titanium LS
Tracer
Traverse SRP
Tulsa Time
Turbo
Turbo RZ
Tuxedo RZ
Ultimate
Venture
Umbrella
Van Gogh
Watchdog
Wol:lpack II
Xtremegreen
> SEEDING AND MULCHING:
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE,
SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED
SHALL BE DETERMINED. ALL RATES ARE IN POUNDS PER ACRE
All Road H av .. it ras
ilarch 1 - August 31
504 Tzill Fescue
104 Centipede
25# Bermudaarass (hulled)
5004 Fertilizer
4000# Limestone
September 1 - February 28
504 Tall Fescue
1()# Centipede
35# Benuudagrass ( ttligdd)
500# Fertilizer
40004 Limestone
Waste and Borrow Locations
March I — August 31
754 Tall Fescue
25# Bertuudasrass(hulled)
500# Fertilizer
4000# Limestone
September 1 - lrebruarr 28
754 Tall Fescue
35#
500#
40004
Benuuda_grass (} t itgl)
Fertilizer
Limestone
NOTE: 50# OF BAHIAGRASS MAY BE SUBSTITUTED FOR EITHER CENTIPEDE OR BERMUDAGRASS ONLY
UPON ENGINEER'S REQUEST.
ON CUT AND FILL SLOPES 2:1 OR STEEPER CENTIPEDE SHALL BE APPLIED AT THE RATE OF 5 POUNDS
PER ACRE AND ADD 20# OF SERICEA LESPEDEZA FROM JANUARY 1 — DECEMBER 31.
FERTILIZER SHALL BE 10-20-20 ANALYSIS. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED
PROVIDED THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE
SAME AMOUNT OF PLANT FOOD AS A 10-20-20 ANALYSIS AND AS DIRECTED.
> TEMPORARY SEEDING:
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR SEEDING AND MULCHING AND APPLIED AT
THE RATE OF 400 POUNDS AND SEEDED AT THE RATE OF 120 POUNDS PER ACRE. SWEET SUDAN
GRASS, GERMAN MILLET OR BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN
DURING THE REMAINDER OF THE YEAR. THE ENGINEER WILL DETERMINE THE EXACT DATES FOR USING
EACH KIND OF SEED.
> FERTILIZER TOPDRESSING:
FERTILIZER USED FOR TOPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2:1 AND STEEPER SHALL
BE 10-20— 20 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE. A
DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1 —2-2 RATIO IS MAINTAINED AND
THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 10-20-20
ANALYSIS AND AS DIRECTED.
FERTILIZER USED FOR TOPDRESSING ON SLOPES 2:1 AND STEEPER AND WASTE AND BORROW AREAS
SHALL BE 16— 8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE. A
DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IS MAINTAINED AND
THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS 16-8-8
ANALYSIS AND AS DIRECTED.
> SUPPLEMENTAL SEEDING:
THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR SEEDING AND
MULCHING, WITH THE EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE SEED MIX FOR
SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLEMENTAL SEEDING MAY VARY FROM 25#
TO 75# PER ACRE. THE ACTUAL RATE PER ACRE WILL BE DETERMINED PRIOR TO THE TIME OF
TOPDRESSING AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE, TOTAL
QUANTITY NEEDED, AND AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE
EQUIPMENT, CONSISTING OF A SOD SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE
SOIL AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CHAIN) MAY
BE USED WHERE DEGREE OF SLOPE PREVENTS THE USE OF A SOD SEEDER.
> MOWING:
THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES.
REF: NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) RALEIGH STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES — JANUARY 2018
WETLAND SEEDING:
FOR ALL AREAS WITHIN THE LOD THAT ARE IDENTIFIED AS WETLANDS AREAS,
SEEDING SHALL BE AS FOLLOWS:
ERNST SEED NC PIEDMONT FACW MIX, OR EQUAL:
41.5% PANICUM ANCEPS (BEAKED PANICGRASS)
30.0% CAREX VULPINOIDEA, NC ECOTYPE (FOX SEDGE, NC ECOTYPE)
15.0% ELYMUS VIRGINICUS, AR ECOTYPE (VIRGINIA WILDRYE, AR ECOTYPE)
4.0% HIBISCUS MOSCHEUTOS, COASTAL PLAIN NC ECOTYPE (CRIMSONEYED
ROSEMALLOW, COASTAL PLAIN NC ECOTYPE)
3.0% JUNCUS EFFUSUS, 'SUTHER'—PIEDMONT NC ECOTYPE (SOFT RUSH,
'SUTHER'—PIEDMONT NC ECOTYPE)
2.5% RHYNCHOSPORA GLOBULARIS, NC ECOTYPE (GLOBE BEAKSEDGE, NC
ECOTYPE)
2.0% EUPATORIUM COELESTINUM, VA ECOTYPE (MISTFLOWER, VA ECOTYPE)
1.0% CAREX LUPULINA, PA ECOTYPE (HOP SEDGE, PA ECOTYPE)
0.5% SCIRPUS CYPERINUS, PA ECOTYPE (WOOLGRASS, PA ECOTYPE)
0.5% VERNONIA NOVEBORACENSIS, 'SUTHER'—PIEDMONT NC ECOTYPE (NEW
YORK IRONWEED, 'SUTHER'—PIEDMONT NC ECOTYPE)"
JUL 16 — SEP 1 — MILLET OR SORGHAM SUDAN GRASS (FOLLOWED BY
PERMANENT SEED MIX)
NOV 2 — MAR 31 — RYE (FOLLOWED BY PERMANENT SEED MIX)
MULCHING:
- STRAW MULCH SHALL BE UTILIZED ON ALL NEWLY GRADED AREAS TO
PROTECT AREAS AGAINST WASHOUTS AND EROSION.
— STRAW MULCH SHALL BE APPLIED AT RATE OF 4,000 LBS/ACRE AND
TACKIFIED WITH LATEX ACRYLIC COPOLYMER AT A RATE AND DILUTED IN
A RATIO PER MANUFACTURER'S INSTRUCTIONS.
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY -
DRAWN BY.
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY.
DATE.
E. DUDLEY
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
SEEDING REQUIREMENTS
PROJECT NO. 119145-243812
FILE NAME: CD-4.DWG
SHEET NO.
CD-4
41
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
A
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
3:1
7
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary .Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
Permanent Stabilization)
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
rSANDBAGS (TYP.)
OR STAPLES
> <
0d
SILT FENCE
0' o
0/O^OAO\o
CONCRETE
WASHOUT
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18'.X24" MIN.)
PLAN
1:1
SIDE SLOP
(TYP.)
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10 MIL
PLASTIC SANDBAGS (TYP.)
LINININGGOR STAPLES
SECTION A -A
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
10'
HIGH MIN
COHESIVE & iB
LOW FILTRATION
SOIL BERM A A /T
<�\ V� /,>
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2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE
WASHOUT
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18')(24" MIN.)
PLAN
10 MIL
PLASTIC LINING
1:1 SIDE SLOP
.I s
SECTION B-B
SANDBAGS (TYP.)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
NOTES:
1. ACTUAL LOCATION DETERMINED IN
FIELD
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
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DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY -
DRAWN BY•
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY•
DATE.
E. DUDLEY
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
NCGO1 GROUND STABILIZATION AND
MATERIALS HANDLING
PROJECT NO. 119145-243812
FILE NAME: CD-5.DWG
SHEET NO.
CD-5
41
FOR CONSTRUCTION

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SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self
below.
personnel
which
greater
performed
were
-inspections are required during
When adverse weather or
to be in jeopardy, the inspection
it is safe to perform the inspection.
than 1.0 inch occurs outside
upon the commencement
delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual --day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDOs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Documentation Requirements
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC_303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
substances per Item
location of the spill or release.
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(rn)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
may endanger
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY -
DRAWN BY.
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY.
DATE.
E. DUDLEY
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
NCGO1 SELF -INSPECTION
RECORDKEEPING AND REPORTING
PROJECT NO. 119145-243812
FILE NAME: CD-6.DWG
SHEET NO.
CD-6
41
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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EXISTING
GROUND
EXISTING
GROUND
NOTES:
PLAN
2" - 3" DIA. WASHED STONE
50' MINIMUM
UBLIC RIGHT OF WA
PUBLIC
(MIN.)
PROFILE
ROW
10oz%SY NON -WOVEN
GEOTEXTILE FILTER FABRIC
1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND
PUBLIC RIGHT-OF-WAY.
2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE.
3. REPAIR AND CLEANOUT ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAY
MUST BE REMOVED IMMEDIATELY.
5. ADD CRUSHED STONE TO TEMPORARY ACCESS ROADS AND STAGING AREAS AS NECESSARY
TO MAINTAIN A FIRM SURFACE FREE OF RUTS AND MUDHOLES.
6. DIMENSIONS SHALL BE AS SHOWN ABOVE UNLESS OTHERWISE SHOWN ON DRAWINGS.
STABILIZED TEMPORARY CONSTRUCTION ENTRANCE
STREAM
DIVERSION
PUMP
INTAKE
HOSE
SUMP HOLE
OR POOL
(12" TO 18"
DEEP, 2' DIA)
DETAIL
NOT TO SCALE
SEDIMENT BAG
DISCHARGE HOSES
B' VARIABLE WORK AREA
LENGTH NOT TO EXCEED THAT WHICH
CAN BE COMPLETED IN ONE DAY
SEDIMENT DIKE SHALL BE INSTALLED
TO AN ELEVATION SUCH THAT TIDE
DOES OT SURCHARGE STREAM
DIVERSION AREA
z
N
12 GUAGE 4"x4" OR 2"x4" WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS
ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUIVILENT SECURED TO WIRE W/ METAL
CLIPS OR WIRE AT 8" ON CENTER
MAXIMUM SEDIMENT STORAGE LEVEL,
REMOVE SEDIMENT WHEN THIS LEVEL IS
REACHED OR AS DIRECTED BY ENGINEER
Ij\ //\//\//\//\/
I /\/ \\/\ \ V\\
j�/�\j\�j\\/\j�\j/.
////\ ////
VELOCITY DISSIPATION
AREA. 10' MIN LENGTH
STREAMWISE
WORK
AREA
PUMPS SHALL DISCHARGE
ONTO SANDBAGS OR RIPRAP
TO DISSIPATE VELOCITY
STREAM BYPASS PUMPING AND ENERGY DISSIPATOR
SHEET DRAINAGE (ONLY)
NATURAL GRADE
CARRY APPROXIMATE 12" OF
FABRIC INTO TRENCH, COVER
W/ SOIL & TAMP BACKFILL
CARRY 6" OF WIRE INTO TRENCH
METAL POSTS AT 8' OC MAX.
SECTION A —A'
r
SILT FENCE
FOR SHEETING SEE
SPECIFICATION
SECTION 02140
KEY DIKE INTO
BANK 1/2 LENGTH
OF SAND BAG
80% LENGTH
OF SEDIMENT
DIKE
SECTION B—B'
NOTES:
8' MAX
1111111 I1111111Y 1111I%
TO INCREASE STORAGE
CAPACITY & PROLONG THE
LIFE OF THE SILT FENCE,
IT IS GENERALLY ADVISABLE
TO DIG A SEDIMENT PIT IN
FRONT OF THE SILT FENCE
WHENEVER POSSIBLE
NOTES:
1. TOTAL DRAINAGE AREA FLOWING TO SILT FENCE MAY
NOT EXCEED 1 ACRE, WITHOUT STORAGE PIT
2. SILT FENCES SHOULD NOT BE USED AT PIPE
OUTLETS OR IN AREAS OF CONCENTRATED FLOW
(CREEKS, DITCHLINES. SWALES ETC.)
3. REMOVE ACCUMULATED SEDIMENT, ONCE IT BUILDS
UP TO 1/2 OF THE HEIGHT OF THE FABRIC.
4. REPLACE DAMAGED FABRIC, OR PATCH WITH A 2
FOOT -MINIMUM OVERLAP.
5. MAKE OTHER REPAIRS AS NECESSARY TO ENSURE
THAT FABRIC IS FILTERING ALL RUNOFF.
WOODEN STAKE WITH WATTLE
FILTER FABRIC ANCHORED TO THE TOP
OR DITCH LINER
1. WATTLES SHALL BE FILLED WITH STRAW OR
OTHER APPROVED MATERIAL.
2. SPACING FOR WATTLES SHALL BE DETERMINED
BY THE SITE ENGINEER.
3. WATTLES MAY BE USED FOR PROTECTION OF
CATCH BASINS AND DROP INLETS WITH
APPROVAL BY THE STORMWATER UTILITY MANAGER
OR DESIGNEE.
4. REPLACE TORN OR DAMAGED WATTLES.
5. REMOVE ACCUMULATED DEBRIS AND SEDIMENT,
ONCE IT BUILDS UP TO Y2 OF THE HEIGHT OF
THE WATTLES.
1
2'
STONE OUTLET
FRONT VIEW
AVERAGE STONE DIAMETER
OF 2 TO 3-INCHES
FLOW
SILT FENCE
SILT FENCE
18" 18"
MIN. MIN.
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SEE NOTE 1
STONE OUTLET
CROSS SECTION
12" DIAMETER STRAW FILLED WATTLE
PROFILE VIEW
WOODEN STAKE
FILTER FABRIC
OR DITCH LINER
8" FABRIC STAPLE
18"
CO I R FIBER WATTLES
DETAIL
NTS
DITCHLINE
AVW
12" DIAMETER STRAW FILLED WATTLE
FASTENED TO WOODEN STAKE BY
NAIL OR STAPLE
FLOW
18"
DITCHLINE
COVER
8-INCH D5o RIPRAP
SILT FENCE OUTLET
DETAIL
NTS
NOTES:
o°
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STONE OUTLET
PLAN VIEW
NOTES:
1. MATCH OUTLET HEIGHT TO HEIGHT
OF SILT FENCE.
2. REMOVE SEDIMENT WHEN 3 OF
OUTLET IS COVERED.
BAG PLACED ON AGGREGATE
PROVIDE HIGH -STRENGTH
DOUBLE -STITCHED J-TYPE
SEAMS
HEAVY DUTY
DIRTBAG 55
OR EQUAL
SEWN -IN SPOUT
HIGH -STRENGTH STRAPPING
FOR HOLDING HOSE IN PLACE
WATER FLOW FROM
PUMP (ATTACH HOSE)
OPENING TO ACCOMMODATE
UP TO 4-INCH
DISCHARGE HOSE
AGGREGATE
UNDERLAYMENT
(3-IN-THICK NCDOT
NO. 57 STONE)
THE SEDIMENT BAG SHALL BE MADE OF NON -WOVEN GEOTEXTILE FABRIC SIZED FOR
DEWATERING PUMP FLOW.
2. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING A DOUBLE -NEEDLE
MACHINE WITH HIGH -STRENGTH THREAD.
3. THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4884 TEST METHOD.
4. THE GEOTEXTILE FABRIC SHALL BE 8 OZ. NON -WOVEN GEOTEXTILE FABRIC.
5. DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT PRE -DISTURBANCE
HYDROLOGY IS NOT CHANGED.
SEDIMENT BAG
DETAIL
NTS
DATE:
MICHAEL A. POLLARD JR
PE NO. 045468
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY -
DRAWN BY.
E. DUDLEY
R. NANCE
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
CIVIL DETAILS
PROJECT NO. 119145-243812
FILE NAME: CD-7.DWG
SHEET NO.
CD-7
•
X J Q • CC
DATE.
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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SOIL PROTECTION
FABRIC TYPES
a Type 4 Coi
b Type 7 Coi
c Pyramat
d C-350
•
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18"-36" LIVE CUTTI
(DORMANT
INSTALL WOVEN COIR
FIBER MAT
OVER SEED PER
SEEDING SCHEDUL
• :▪ :•
▪ •
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
INSTALL SPLIT 2" X 2" X 24"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STAPLE (12") PER
MANUFACTURERS REQUIREMENTS
•• s• •:
NOTE: ' • • :
INSTALL LONG STRAW
MULCH BENEATH MAT.
•
NORMAL WATER LEV
CREEK BE
WATERLINE
LIVE STAKING OF SILKY DOGWOOD (CORNUS
AMOMUM), OR TAG ALDER (ALNUS SERRULATA),
18" O.C. (TIP) AS SPECIFIED PER NC FOREST
SERVICE RIPARIAN AND WETLAND TREE PLANTING
POCKET GUIDE
1
2
(MIN.)
4'-0"
2'
2
Z\
CONSTRUCT 6" DEEP DITCH
4' FROM TOP OF STREAM
BANK TO DIVERT WATER
AWAY FROM RESTORED
AREA
INSTALL WOVEN COIR FIBER MAT,
NORTH AMERICAN GREEN SC 150BN
OR EQUAL, WITH ANCHORS © 3' O.C.
ANCHORS (2"x2" WOODEN STAKE
EMBEDDED 24" OR 1" STAPLE
EMBEDDED 12") TIP.
NOTES:
1. ALL COMPACTION SHALL BE BY HAND.
2. STREAM CHANNEL SHALL BE BACKFILLED AND COMPACTED PER SPECIFICATIONS.
3. THE MAXIMUM ALLOWABLE TEMPORARY CONSTRUCTION DISTURBANCE WILL BE A 40' CORRIDOR ACROSS THE STREAM.
4. ALL WORK TO BE DONE IN THE DRY.
5. COIR MATTING OVER SEED AND STRAW SHOULD BE USED ON STREAM BANKS THAT HAVE ERODIBLE SOIL. MATTING USED FOR
BANK STABILIZATION SHALL BE FREE OF NYLON MESH.
6. STREAM CHANNELS AT CROSSINGS SHALL BE RESTORED TO NEAR PRE —DISTURBANCE CONDITIONS. CHANNEL DIMENSIONS
SHOULD MIMIC THE EXISTING DIMENSIONS, AND THE STREAM BED SHOULD BE SET AT THE PRE—EXISTING ELEVATION.
LIVE STAKE (IN EARTH)
DETAIL
NTS
CLASS B RIPRAP
)-
ci,i6,1)\ ci,,
TO/ TO/ T
SECTION VIEW
10'
i
FLOW
PLAN VIEW
APRON OUTLET
DETAIL
NTS
GEOTEXTILE
FABRIC
STREAM BANK RESTORATION
GLOBAL EROSION AND SEDIMENT CONTROL
MAINTENANCE REQUIREMENTS
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF —PRODUCING RAINFALL, BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES
AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE
SEDIMENT FENCE WHEN IT REACHES 1/ OF THE HEIGHT
OF THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. DAMAGED FABRIC WILL BE REPLACED OR PATCHED WITH
A 2—FOOT MINIMUM OVERLAP.
4. OTHER REPAIRS WILL BE MADE AS NECESSARY TO
ENABLE FENCE TO FILTER RUNOFF DIRECTED TO THE
FENCE.
5. DIVERSION BERMS SHALL BE MAINTAINED TO
CONTINUOUSLY DIRECT STORMWATER AND RUNOFF OFF
THE SITE.
6. SEDIMENT AND DEBRIS WILL BE REMOVED FROM THE
COIR FIBER WATTLES AS NEEDED.
7. TOP DRESS AND ADD STONE TO STABILIZED
CONSTRUCTION ENTRANCE AS NECESSARY TO MAINTAIN
CONDITION.
8. ALL SEEDED AREAS WILL BE FERTILIZED AND RE —SEEDED
AS NECESSARY AND ACCORDING TO SPECIFICATIONS IN
THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
2'
- MIN
COMPACTED SOIL
YII III III III III H1
6' TIP
TEMPORARY DIVERSION BERM
DETAIL
NTS
Timber Bridgemat Temporary Stream Crossing
Figure 5R: Schematic drawing of proper bridgemat installation
Notes:
1. Do not damage stream channel during installation and removal of timber bridgemat.
2. Bridgemat sections shall fit tightly together to prevent sediment from entering stream.
3. Stream flow shall not be obstructed or impeded.
TIMBER BRIDGEMAT TEMPORARY STREAM CROSSING
DETAIL
NTS
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DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV. DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY.
DRAWN BY.
E. DUDLEY
R. NANCE
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY.
M. POLLARD
DATE APRIL 2021
smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
CIVIL DETAILS
PROJECT NO. 119145-243812
FILE NAME: CD-8.DWG
SHEET NO.
CD-8
N
N
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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TYPICAL I —BEAM
DETAIL
NTS
10k
DOWNSTREAM END OF SEGMENT A2
DETAIL
NTS
MANHOLE DOWNSTREAM
END OF SEGMENT All
TYPICAL STEEL SUPPORT WITH
CONCRETE FOOTERS
MANHOLE MIDDLE OF SEGMENT A2
DETAIL
NTS
MANHOLE DOWNSTREAM
END OF SEGMENT A14
DETAIL
NTS
TYPICAL STEEL SUPPORT WITHOUT
CONCRETE FOOTERS
DETAIL
NTS
BEND AND UPSTREAM CONCRETE
RETAINING WALL AT SEGMENT A5.
MANHOLE UPSTREAM END
OF SEGMENT A15
TYPICAL CONCRETE SADDLE
DOWNSTREAM CONCRETE RETAINING
WALL AT SEGMENT A5.
DETAIL
NTS
TYPICAL CROSS BRACING
DETAIL
NTS
CONCRETE BLOCK UNDERNEATH
PIPE AT 48" SEGMENT 12.
DETAIL
NTS
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DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY -
DRAWN BY•
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY•
DATE•
E. DUDLEY
R. NANCE
M. POLLARD
APRIL 2021
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
PHOTOS OF TYPICAL ABANDONED
AERIAL SEGMENT FEATURES
PROJECT NO. 119145-243812
FILE NAME: CD-9.DWG
SHEET NO.
CD-9
41
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
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DETAIL A
END G202a
8„-4 ROAD WORK 4„
500'
1000' +/
SP-11299
48"X48"
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
SP-11299
48"X48"
T
y
500'
END
ROAD WORK
G20-2a
48"X24"
GENERAL NOTES
1- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK UNLESS
COVERED.
2- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT LONGER THAN 3
CONSECUTIVE DAYS.
3- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
4- ERECT SIGNS PER RSD. 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U-CHANNEL AND SQUARE
STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATIONS FOR
WORK ZONE SIGNS.
5- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH RSD. 1110.01.
6- DO NOT BACK BRACE SIGN SUPPORTS.
7- TWO-WAY UNDIVIDED ADVANCE WARNING SIGN CONFIGURATION MAY BE USED ON URBAN MULTI -LANE
FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED SIGNS AS DETERMINED BY THE
ENGINEER.
DETAIL B
EXIT RAMPS
MAIN ROADWAY WORK ZONE
CONSTRUCTION LIMI
NOTE: SIGN NOT REQUIRED IF ADVANCE WARNING
SIGNS HAVE BEEN PLACED ALONG -Y- LINE
THAT RAMP INTERSECTS. IF CONSTRUCTION
LIMITS ARE AT END OF RAMP, PLACE SIGN
AT END OF RAMP.
020-2a
48"X24"
=�4
LEGEND
STATIONARY SIGN
DIRECTION OF TRAFFIC FLOW
DETAIL C
ENTRANCE RAMPS
MAIN ROADWAY WORK ZONE
IF LIMITS ARE NEAR RAMP
TERMINAL SIGNS SHOULD
BE PLACED NEAR TERMINAL
DETAIL D
G20-28
48"X24"
W20-1
48"X48"
-Y- LINES
MAIN ROADWAY
WORK ZONE
0 -
1fl:.
1
CONSTRUCTION
LIMITS
500'�
ROAD WORK 82°
48"X24"-
END
DUAL MOUNT SIGNS ON DIVIDED HIGHWAYS AND
INCREASE SIGN SPACING TO 1000'+/-.
NO STATIONARY -Y- LINE ADVANCE WARNING
SIGNAGE IS REQUIRED UNLESS THERE IS MORE
THAN 1000' OF CONSTRUCTION ALONG THE -Y- LINE.
ROADWAY STANDARD DRAWING FOR
GC
I
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SHEET 2 OF 3
1101.01
WORK ZONE WARNING 1
DETAIL
NTS
TWO-WAY UNDIVIDED (L-LINES)
1-181 STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
END
ROAD WORK
OAU UM
. G20-2a HEA W20.1
40 x24'
POSTED SPEED LIMIT41YN
RECOMMENDED
MINIMUM
SIGN SPACING
40"34P"
)�
lMPHx
HIGHWAY WORK ZONE
2 53
500'
'
I
55
1000'
2
2
V..
CONSTRUCTION LIMITS 1•
i )
® ®
DAD
WORK
END
ROAD WORK
G2D-2a
48'X24"
W20-1
48"X48"
ROADWAY STANDARD DRAWING FOR
WORK ZONE ADVANCE WARNING SIGNS FOR
TWO-WAY UNDIVIDED FACILITIES
ROADWAYS INTERSECTING ALONG TWO-WAY UNDIVIDED WORK ZONE (Y-LINES)
MAIN ROADWAY
if
WORK ZONE
ROAD
WORK
END
ROAD WORK
W20-1
G20-2a
48"X24"
H
J
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{
48"X48"
-Y- LINE
y
M.1111
IIII/
<
'END
AD
®
G20-28 NO STATIONARY -Y- LINE ADVANCE WARNING SIGNAGE
ROAD WORK 48„X24„ IS REQUIRED UNLESS THERE IS MORE THAN 1000' OF
WORK
CONSTRUCTION
CONSTRUCTION ALONG THE -Y- LINE.
W20-1 ' HEA'. LIMITS
48"X48"
GENERAL NOTES
1- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK
UNLESS COVERED.
2- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT LONGER THAN 3
CONSECUTIVE DAYS.
3- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
4- ERECT SIGNS PER RSD 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U-CHANNEL AND SQUARE
STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATIONS FOR
WORK ZONE SIGNS.
5- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH RSD. 1110.01.
6- DO NOT BACK BRACE SIGN SUPPORTS.
LEGEND
F STATIONARY SIGN
DIRECTION OF TRAFFIC FLOW
SHEET 3 OF 3
1 1 0 1 -0 1I
WORK ZONE WARNING 2
50'
4 )
MAX.
20'�
MAX.
zo'V.
MAX.
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦
2-WAY
TRAFFIC
TAPER ,
50'-100'
BUFFER)
SPACE
M:' :i AREA
BUFFER
♦
SPACE
♦
DOWN
STREAM
TAPER
100'
100' TO 209'
INSET FOR 2-LANE ROADWAYS
WITH 2-WAY TURN LANE
ALL OTHER DEVICES ARE THE SAME AS ABOVE
♦
AA
sMORK ,AREA
♦
2-WAY
TRAFFIC
TAPER BUFFER
50'-100' ) 4SPACE).
DOWN
STREAM
BUFFER TAPER
SPACE)' 4( 100' X.
GENERAL NOTES FOR FLAGGING OPERATIONS
1- REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING.
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
UPSTREAM SIDE OF TRAFFIC.
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
DOWNSTREAM SIDE OF TRAFFIC.
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
THE POSTED SPEED LIMIT.
5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS
PROVIDED TO THE FLAGGER (REFER TO RSD. 1101.11, SHEET 2).
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
7- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01
FOR SKINNY DRUM REQUIREMENTS.
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT.
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
AS DIRECTED BY THE ENGINEER.
11- IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS,
PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM
STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC
WARNING MEASURES ALREADY EXIST.
GENERAL NOTES FOR PILOT CAR OPERATIONS
1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP) CONES MAY NOT BE REQUIRED
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG
THE WORK AREA I' USING A PILOT CAR.
3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
THE PILOT VEHICLE.
5- DO NOT INSTALL MORE THAN ONE (1). MILE OF LANE
CLOSURE MEASURED FROM THE BEGINNING OF THE MERGE
TAPER TO THE END OF THE LANE CLOSURE.
6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
CAR OPERATIONS.
LEGEND
t — FLAGGER
AL CONE
IQ PORTABLE SIGN
40 DIRECTION OF TRAFFIC FLOW
ROADWAY STANDARD DRAWING FOR
2-LANE, 2-WAY ROADWAY-1 LANE CLOSED
SHEET 1 OF 14
1101.02
LANE CLOSURE
DETAIL
NTS
`,,11 E E E E E E E E E, E//I
Dd ut. ESS/p�9�9���=
.,4,L.5468
NCI NEF
' ,Q: PLO
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..'I'.E,EETI/OE1`y2021
DATE:
MICHAEL A. POLLARD JR.
PE NO. 045468
REV. DATE DRWN CHKD
NO.
REMARKS
DESIGNED BY -
DRAWN BY.
E. DUDLEY
J. CROOK
SHEET CHK'D BY.
CROSS CHK'D BY -
APPROVED BY.
M. POLLARD
DATE APRIL 2021
smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
CITY OF HIGH POINT
RICHLAND CREEK SEWER OUTFALL —
AERIAL SEWER PIPE REPLACEMENT
TRAFFIC CONTROL DETAILS
PROJECT NO. 119145-243812
FILE NAME: CD-10.DWG
SHEET NO.
CD-10
N
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
�D7
GENERAL NOTES
DESIGN CRITERIA:
CODES:
• NORTH CAROLINA STATE BUILDING CODE, 2018 EDITION
• ENVIRONMENTAL STRUCTURES: ACI 350 "CODE REQUIREMENTS FOR
ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES"
• OTHER STRUCTURES: ACI 318 "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE"
• ACI 530 "BUILDING CODE REQUIREMENTS FOR REINFORCED MASONRY
STRUCTURES"
• AISC MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITION
DESIGN LOADS:
FLOOD DESIGN DATA:
• 1 % ANNUAL CHANCE BASE FLOOR FLOOD ELEVATION
ZONE AE
SNOW LOAD:
• GROUND SNOW LOAD, PG
• SNOW EXPOSURE FACTOR, CE
• SNOW LOAD IMPORTANCE FACTOR, I
EARTHQUAKE:
• SEISMIC DESIGN CATEGORY
• SEISMIC IMPORTANCE FACTOR
• SITE CLASS
• MAPPED SPECTRAL RESPONSE ACC, SS
• MAPPED SPECTRAL RESPONSE ACC, S1
• SPECTRAL RESPONSE COEFFICIENT, SDS
• SPECTRAL RESPONSE COEFFICIENT, SD1
WIND DESIGN DATA:
• ULTIMATE DESIGN WIND SPEED
• NORMAL DESIGN WIND SPEED
• RISK CATEGORY
• WIND EXPOSURE CATEGORY
CONCRETE 28-DAY STRENGTH:
• SLABS, BEAMS, WALLS AND COLUMNS
• CONCRETE FILL, PIPE ENCASEMENT, DUCT BANKS
GENERAL CONDITIONS:
NAVD 88 EL 2.7
CONCRETE:
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE
WITH ACI 318 REQUIREMENTS.
ALL CONCRETE SHALL BE AIR -ENTRAINED.
WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494.
ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN
SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING COMPOUND
AS SOON AS CEMENT FINISHING IS COMPLETED OR FORMS ARE REMOVED.
ALL EXPOSED CORNERS OF CONCRETE SHALL HAVE A MINIMUM CHAMFER OF 3/4"
UNLESS OTHERWISE NOTED.
THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATION OF
CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWING.
REINFORCING STEEL:
REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS.
15 PSF ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS.
1.0 REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS
1.1 OTHERWISE NOTED:
C
1.25
D
0.176
0.084
0.187
0.135
ASCE 7-10
120 MPH
93 MPH
III
D
4500 PSI
2500 PSI
ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
CIVIL AND SHOP DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS
AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE
FACILITY, SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING
WITH THE WORK.
FOR ALL ITEMS EMBEDDED IN OR PASSED THROUGH CONCRETE, THE CONTRACTOR
SHALL INITIALLY REFER TO ARCHITECTURAL, ELECTRICAL, MECHANICAL, HEATING AND
VENTILATION DRAWINGS AND APPROVED SHOP DRAWINGS FOR TYPE, SIZE, LOCATION
AND SPECIAL INSTALLATION REQUIREMENTS FOR THESE ITEMS.
THE CONTRACTOR SHALL TAKE ANY AND ALL NECESSARY MEASURES TO PROTECT
EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING
STRUCTURES PERFORMING WORK SUCH AS DEMOLITION, FOUNDATION EXCAVATION
AND OTHERS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSE-
WHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
STANDARD DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE PROJECT, EXCEPT
WHERE A DIFFERENT DETAIL IS SHOWN.
A LIMITED OBSERVATION WAS PERFORMED OF THE EXISTING CONCRETE PIER
SUPPORTS. CONTRACTOR SHALL INFORM THE ENGINEER OF ALL OBSERVED DAMAGE,
DETERIORATION, SETTLEMENT, OR ROTATION NOT IDENTIFIED ON SHEETS C-1
THROUGH C-16.
• CONCRETE CAST AGAINST EARTH 3"
• FORMED SURFACES IN CONTACT WITH SOIL,
SEWAGE, WATER OR EXPOSED TO WEATHER 2"
• FORMED SURFACES NOT EXPOSED TO WEATHER OR
IN CONTACT WITH SOIL:
SLABS, WALLS AND JOISTS 3/4"
BEAMS AND COLUMNS 1-1/2"
LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP SPLICES NOT
SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEER'S
APPROVAL.
THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND SCHEDULES IN
CONFORMANCE WITH ACI 315 REQUIREMENTS.
FLOTATION CONSIDERATION:
STRUCTURES WERE DESIGNED TO BE NON -BUOYANT AFTER THE STRUCTURE IS
PLACED INTO SERVICE. THEREFORE, THE STRUCTURE MAY BE BUOYANT DURING
CONSTRUCTION. THE GENERAL CONTRACTOR SHALL PROTECT ALL STRUCTURES
(NEW AND EXISTING) FROM FLOTATION DURING CONSTRUCTION, REGARDLESS OF
GROUNDWATER LEVELS, UNTIL STRUCTURES ARE PLACED IN OPERATION.
GEOTECHNICAL REPORT:
NO GEOTECHNICAL INVESTIGATIONS PERFORMED ON THIS PROJECT.
LEGEND AND SYMBOLS
/////�
/////�
\i\i\i\i\
WATERSTOP
GRATING
SPAN
DIRECTION
EARTH FILL
UNDISTURBED
EARTH
CONCRETE
CONCRETE
MASONRY
STRUCTURAL
FILL
ABBREVIATIONS
ADDL
ALUM/AL
APPROX
BOT
CJ
CL
CLJ
CLR
CMU
COL
CONC
CONT
CTR
DIA
DWG
DWL
EA
EF
EL
EMBED
EW
EXST
EXP JT
FRP
FTG
GALV
HOR
HP
IF
INT
JT
LOC(S)
LP
MAX
MCJ
AT
ADDITIONAL
ALUMINUM
APPROXIMATELY
BOTTOM
CONSTRUCTION JOINT
CENTERLINE
CONTROL JOINT
CLEAR
CONCRETE MASONRY UNITS
COLUMN
CONCRETE
CONTINUOUS
CENTER(ED)
DIAMETER
DRAWING
DOWEL
EACH
EACH FACE
ELEVATION
EMBEDMENT
EACH WAY
EXISTING
EXPANSION JOINT
FIBERGLASS REINFORCED PLASTIC
FOOTING
GALVANIZED
HORIZONTAL
HIGH POINT
INSIDE FACE
INTERIOR
JOINT
LOCATION
LOW POINT
MAXIMUM
MASONRY CONTROL JOINT
ABBREVIATION NOTES:
MFR
MIN
NS
NTS
OC
OD
OF
OPP
PCJ
PROJ
RAD
REINF
REV
RO
RT
SCJ
SECT
SIM
SQ
SS
STD
STL
SYM
T/
T&B
TOC
TYP
UNO
VB
VIF
W
W/
W/O
WP
WSTP
WWF
ALUMINUM
AL GRATING
FRP
GRATING
CHECKERED
PLATE
SAND
GRANULAR FILL
DEMOLITION
MANUFACTURER
MINIMUM
NON -SHRINK
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OUTSIDE FACE
OPPOSITE
PARTIAL CONTRACTION JOINT
PROJECTION
RADIUS
REINFORCE (D, ING)
REVISION
ROUGH OPENING
RIGHT
SLAB CONTROL JOINT
SECTION
SIMILAR
SQUARE
STAINLESS STEEL
STANDARD
STEEL
SYMMETRICAL
TOP OF
TOP AND BOTTOM
TOP OF CONCRETE
TYPICAL
UNLESS NOTED OTHERWISE
VAPOR BARRIER
VERIFY IN FIELD
WIDE
WITH
WITHOUT
WORKING POINT
WATERSTOP
WELDED WIRE FABRIC
1.ABBREVIATIONS AND DESIGNATIONS FOR STEEL MEMBERS MAY BE FOUND IN THE CURRENT
MANUAL OF STEEL CONSTRUCTION BY AISC.
2.ABBREVIATIONS OF TECHNICAL SOCIETIES AND TRADE ASSOCIATIONS MAY BE FOUND IN THE
SPECIFICATIONS.
3. WELDING SYMBOLS AND ABBREVIATIONS MAY BE FOUND IN AWS 2.4.
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3/18/2021
DESIGNED BY:
DRAWN BY:
N. MUELLER
P. DOUGLAS
SHEET CHK'D BY:
CROSS CHK'D BY:
APPROVED BY:
DATE
J. BOGGS
J. ROSENTHAL
J. BOGGS
March 2021
CDII!
Smith
CITY OF HIGH POINT, NORTH CAROLINA
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
GENERAL STRUCTURAL NOTES AND ABBREVIATIONS
PROJECT NO.
FILE NAME:
119145-243812
S000STNT.RVT
SHEET NO.
REV.
NO.
DATE
DRWN
CHKD
REMARKS
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
NC F-1255
S-1
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
REPAIR AND REHABILITATION REQUIREMENTS:
1. GENERAL REQUIREMENTS
A. FOR CONCRETE SURFACE PREPARATION FOR CONCRETE REPAIR, THE CONTRACTOR SHALL FOLLOW INTERNATIONAL
CONCRETE REPAIR INSTITUTE (ICRI) TECHNICAL GUIDELINE NO. 310.1R-2008 (FORMERLY NO. 3730) GUIDE FOR SURFACE
PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION. THE
CONTRACTOR SHALL FOLLOW THE MANUFACTURERS RECOMMENDATION FOR BONDING AGENT AND ADDITIONAL WIRE
MESH REINFORCING TO BE INSTALLED WITHIN ANY REPAIR.
B. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR SURFACE PREPARATION, PRODUCT
APPLICATION, AND PRODUCT CURING.
C. PRIOR TO EXECUTING ANY REPAIRS, THE CONTRACTOR SHALL VISIT THE WORK AREA WITH THE OWNER, THE ENGINEER,
AND THE REPAIR MATERIALS REPRESENTATIVE. THE ENGINEER SHALL DELINEATE THE PROPOSED REPAIRS TO THE
CONTRACTOR. THE REPAIR MATERIAL'S REPRESENTATIVE SHALL CONFIRM THE PROPOSED MATERIALS ARE SUITABLE FOR
THE PROPOSED REPAIRS. ALL PROPOSED REPAIRS (SURFACE AREA OR LINEAR REPAIRS) SHALL BE MEASURED AND
AGREED PRIOR TO THE CONTRACTOR COMMENCING WORK.
D. EXISTING FACILITIES MUST BE PROPERLY PROTECTED DURING ALL REPAIR, RESTORATION AND COATING OPERATIONS. THIS
INCLUDES, BUT IS NOT LIMITED TO, COVERING WITH APPROPRIATE MATERIALS SUCH AS PLASTIC SHEETS, PLYWOOD OR
OTHER OWNER ACCEPTABLE PROTECTIVE MATERIALS. CONTRACTOR IS RESPONSIBLE TO PROVIDE NECESSARY
PROTECTION OF THE EXISTING FACILITIES TO OWNERS SATISFACTION.
E. THE CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S RECOMMENDATION FOR BONDING AGENT AND ADDITIONAL WIRE
MESH REINFORCING TO BE INSTALLED WITHIN THE REPAIR.
F. THE CONTRACTOR SHALL CONSULT THE MANUFACTURER FOR RECOMMENDATIONS TO ENSURE COMPATIBILITY BETWEEN
EACH STRUCTURAL REPAIR MORTAR.
G. ONE HUNDRED PERCENT EPDXY GROUT MAY BE USED FOR MINOR REPAIRS. SEE SPECIFICATION 036000 FOR GROUTING.
2. SPECIFIC REQUIREMENTS FOR REPAIRS AT CONCRETE SURFACES AS SHOWN ON DRAWINGS.
A. THE FOLLOWING REPAIRS AND SURFACE PREPARATION SHALL SHALL BE PERFORMED PER SPECIFICATION SECTION
030100.61 CONCRETE REPAIRS.
B. CONCRETE REPAIR TYPE A - POLYURETHANE CHEMICAL GROUT INJECTION REPAIR
C. CONCRETE REPAIR TYPE B - EPDXY ADHESIVE INJECTION REPAIR
D. CONCRETE REPAIR TYPE C AND D - SPALLED/DETERIORATED CONCRETE REPAIR
3. SPECIFIC REQUIREMENTS FOR ALL OTHER CONCRETE SURFACES REQUIRING REPAIR
A. CONCRETE REPAIR TYPE C - DAMAGED CONCRETE WITHOUT EXPOSED REINFORCING REBAR:
a. PREPARE SUBSTRATE BY MECHANICAL MEANS. SUBSTRATE MUST BE CLEAN, SOUND, AND FREE OF SURFACE
CONTAMINANTS. REMOVE AND DISPOSE OF DUST, LAITANCE, GREASE, OILS, CURING COMPOUNDS, FORM RELEASE
AGENTS AND ALL FOREIGN PARTICLES.
b. SAW CUT CONCRETE SURFACE TO FORM REGULAR SHAPES AND ELIMINATE FEATHERED EDGES AND CREATE A 1/8
INCH MINIMUM REPAIR DEPTH, AS REQUIRED PER MANUFACTURERS RECOMMENDATIONS.
c. REPAIRS SHALL BE ACCOMPLISHED USING A HAND APPLIED CEMENTITIOUS STRUCTURAL REPAIR MORTAR WITH AN
INTEGRAL CORROSION INHIBITOR, WHICH IS CAPABLE OF APPLICATION THICKNESS UP TO 1% INCHES IN A SINGLE
APPLICATION. CEMENTITIOUS STRUCTURAL REPAIR MORTAR UP TO 1% INCHES THICK SHALL BE APPLIED TWO -
COMPONENT, POLYMER -MODIFIED, PORTLAND CEMENT, FAST -SETTING, NON -SAG MORTAR, PER SPECIFICATION
030100.61.
B. CONCRETE REPAIR TYPE D - DAMAGED CONCRETE WITH EXPOSED REINFORCING STEEL:
a.
PREPARE SUBSTRATE BY MECHANICAL MEANS. SUBSTRATE MUST BE CLEAN, SOUND, AND FREE OF SURFACE
CONTAMINANTS. REMOVE AND DISPOSE OF DUST, LAITANCE, GREASE, OILS, CURING COMPOUNDS, FORM RELEASE
AGENTS AND ALL FOREIGN PARTICLES.
b. THOROUGHLY CLEAN EXPOSED REINFORCING STEEL COMPLETELY REMOVING ALL RUST/CORROSION.
c. ANY REBAR WITH CORROSION THAT HAS CAUSED A LOSS OF CROSS -SECTIONAL AREA OF 15 PERCENT OR GREATER
MUST BE REPLACED. IF MORE THAN HALF OF THE REBAR IS EXPOSED, CHIP BACK CONCRETE 1.5 INCHES ON EACH
SIDE.
d. REPLACE DAMAGED REBAR WITH SAME SIZE BAR. EXPOSE REBAR BACK TO AREA WITH FULL CROSS -SECTIONAL
AREA AND SPLICE WITH MECHANICAL BAR SPLICE. WHERE THE BAR SPLICES ARE NOT PRACTICAL, DRILL AND EPDXY
NEW REBAR INTO SOUND CONCRETE.
e. APPLY THREE -COMPONENT, SOLVENT FREE, EPDXY MODIFIED BONDING AGENT WITH ANTI CORROSION PROPERTIES,
PER SPECIFICATION 030100.61. APPLY TWO 20 MIL COATS AS RECOMMENDED BY THE MANUFACTURER FOR BONDING
AGENT AND REPAIR PROTECTION.
f. APPLY TWO -COMPONENT, POLYMER -MODIFIED, PORTLAND CEMENT, FAST -SETTING, NON -SAG MORTAR WITH A
PENETRATING CORROSION INHIBITOR PER SPECIFICATION 030100.61.
g.
ANY AND ALL EXPOSED REBAR WITH SIGNIFICANT LOSS OF SECTION MUST BE EVALUATED ON A CASE -BY -CASE BASIS
TO DETERMINE THE APPROPRIATE METHOD TO SPLICE NEW REBAR TO RESTORE STRENGTH.
C. EPDXY INJECTION - NON-MOVING STRUCTURAL CRACKS:
a. CRACKS DETERMINED TO BE STABLE AND NO LONGER MOVING AND/OR CRACKS THAT ARE LARGER THAN HAIRLINE
(AS DEFINED BY ACI CT-13) AND/OR EXTEND COMPLETELY THROUGH THE THICKNESS OF THE WALL/SLAB.
b. PREPARE SUBSTRATE BY MECHANICAL MEANS. SUBSTRATE MUST BE CLEAN, SOUND, AND FREE OF SURFACE
CONTAMINANTS. REMOVE AND DISPOSE OF DUST, LAITANCE, GREASE, OILS, CURING COMPOUNDS, FORM RELEASE
AGENTS AND ALL FOREIGN PARTICLES. FOLLOW THE MANUFACTURERS INSTRUCTIONS FOR SURFACE PREPARATION.
c. ENSURE CRACKS ARE COMPLETELY FREE OF MOISTURE PRIOR TO PRODUCT APPLICATION.
d. INSTALL A HIGH -MODULUS, MOISTURE -TOLERANT, LOW -VISCOSITY, HIGH -STRENGTH, MULTI -PURPOSE EPDXY RESIN
ADHESIVE GROUT BY GRAVITY OR INJECTION PER SPECIFICATION 030100.61.
D. POLYURETHANE INJECTION - MOVING STRUCTURAL CRACKS:
a. PREPARE SUBSTRATE BY MECHANICAL MEANS. SUBSTRATE MUST BE CLEAN, SOUND, AND FREE OF SURFACE
CONTAMINANTS. REMOVE AND DISPOSE OF DUST, LAITANCE, GREASE, OILS, CURING COMPOUNDS, FORM RELEASE
AGENTS AND ALL FOREIGN PARTICLES. FOLLOW THE MANUFACTURERS INSTRUCTIONS. FOR SURFACE PREPARATION
b. DRILL INJECTION PORTS ON EACH SIDE OF THE CRACK AT A 45-DEGREE ANGLE TO INTERSECT THE CRACK AT THE
CENTER OF THE WALL. INSTALL PORTS AND FLUSH WITH WATER IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
SAWCUT (1" MAX) ALL AROUND
PERIMETER OF REPAIR, SAWCUT SHALL
BE VERTICALLY AND HORIZONTALLY
STRAIGHT WITH 90° CORNERS, DO NOT
CUT REINFORCING (TYP)
REMOVE LOOSE DETERIORATED
CONCRETE (1" MIN) REPAIR WITH
REPAIR MORTAR. FINISH FLUSH WITH
ADJACENT CONCRETE SURFACE, UON
REPARE SURFACE AND REPAIR
CONCRETE IN ACCORDANCE WITH
REPAIR AND REHABILITATION NOTE 3-A
WHEN HALF OF THE DIAMETER
OF A REINFORCING STEEL BAR
IS EXPOSED, DURING CHIPPING,
REPAIR PER METHOD 3-B
REPAIR OF SPALLED/DETERIORATED/EXPOSED AGGREGATE (NOTE 3-A)
A DETAIL
NTS
FOR REBAR WHICH IS EXPOSED
MORE THAN 50%, REMOVE
CONCRETE TO 1 1/2" BELOW AND
1 1/2" ON EACH SIDE
EXISTING CONCRETE
CLEAN AND REPAIR EXISTING REBAR IN
ACCORDANCE WITH REPAIR AND REHABILITATION
NOTE 3-B. REBAR WITH SECTION LOSS GREATER
THAN 15% SHALL BE REPLACED. OBTAIN DIRECTION
FROM ENGINEER REGARDING USE OF MECHANICAL
BAR SPLICE OR DRILL AND EPDXY GROUT
SAWCUT CONCRETE 1" DEEP TO CREATE A
UNIFORM REPAIR AREA IN ACCORDANCE WITH
REPAIR AND REHABILITATION NOTE 3-B. DO NOT
CUT EXISTING REBAR
PREPARE SURFACE AND REPAIR CONCRETE IN
ACCORDANCE WITH REPAIR AND REHABILITATION
NOTE 3-B
APPLY BONDING AGENT TO EXPOSED CONCRETE AND
REBAR SURFACES IN ACCORDANCE WITH REPAIR AND
REHABILITATION NOTE 3-B
CONCRETE REPAIR WITH EXPOSED REBAR (NOTE 3-B)
g DETAIL
NTS
SET INJECTION PORT IN
EPDXY RESIN OVER CRACKS
EXISTING CONCRETE
PLACE MIXED INJECTION EPDXY RESIN
ADHESIVE PER SPECIFICATION 030100.61 OVER
CRACKS AND AROUND EACH INJECTION PORT A
MINIMUM OF 1" WIDE BY 1/4" THICK. ALLOW
SUFFICIENT TIME FOR EPDXY RESIN ADHESIVE
CAP SEAL TO SET BEFORE INJECTING
PREPARE SURFACE AND REPAIR CONCRETE IN
ACCORDANCE WITH REPAIR AND REHABILITATION
NOTES 3-C.
WHEN THE CAP SEAL HAS CURED, INJECT EPDXY
RESIN ADHESIVE PER SPECIFICATION 030100.61
WITH STEADY PRESSURE
NOTE:
CRACKS SHALL BE COMPLETELY MOISTURE FREE
EPDXY INJECTION - NON-MOVING STRUCTURAL CRACKS (NOTE 3-C)
DETAIL
SEE POLYURETHANE
INJECTION NOTES
NTS
T/2
TYP
PREPARE SURFACE AND REPAIR
CONCRETE IN ACCORDANCE WITH
REPAIR AND REHABILITATION NOTES 3-D
1-
DRILL 5/8"0 INJECTION HOLES AT 45° ALONG THE
SIDE OF THE CRACK. HOLES TO INTERSECT THE
CRACK MIDWAY THROUGH THE SUBSTRATE. INSTALL
THE INJECTION PACKERS IN HOLES
POLYURETHANE INJECTION - MOVING STRUCTURAL CRACKS (NOTE 3-D)
D DETAIL
NTS
POLYURETHANE INJECTION NOTES:
1. PRIOR TO PRODUCT APPLICATION MOISTURE MUST BE PRESENT IN ORDER TO
ACTIVATE GROUT.
2. IF CONCRETE BEING INJECTED CONTAINS INSUFFICIENT MOISTURE TO ACTIVATE
GROUT, INJECT THE CRACK WITH SMALL AMOUNT OF WATER PRIOR TO THE
APPLICATION OF THE POLYURETHANE CHEMICAL GROUT.
3. INJECT POLYURETHANE CHEMICAL GROUT PER SPECIFICATION 030100.61 FOR 45
SECONDS AND THEN PAUSE TO ALLOW THE MATERIAL TO REACT AND FLOW INTO
ALL OF THE CRACKS AND CREVICES.
4. WATCH FOR MATERIAL FLOW AND WATER MOVEMENT TO APPEAR ON THE
SURFACE. WHEN MOVEMENT STOPS, BEGIN INJECTING INTO THE NEXT
INJECTION PORT.
5. WHEN SEALING VERTICAL CRACKS, BEGIN INJECTION AT THE BOTTOM OF THE
CRACK AND WORK VERTICALLY UP THE CRACK.
6. WHERE HEAVY WATER FLOW IS PRESENT, BEGIN INJECTING THE CRACK AT THE
PART WHERE THE SLOWEST FLOW IS APPARENT AND WORK VERTICALLY
TOWARDS THE AREA OF HEAVY FLOW FOLLOWING APPLICATION PROCEDURES
ABOVE.
N
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SSO:W1111111
SEAL
047091
�� eFjvCIN�`'�`��,
DESIGNED BY.
DRAWN BY.
N. MUELLER
P. DOUGLAS
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE. March 2021
J. BOGGS
J. ROSENTHAL
CDII!
Smith
CITY OF HIGH POINT, NORTH CAROLINA
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
REPAIR NOTES AND DETAILS
PROJECT NO.
FILE NAME:
119145-243812
S000STDT.RVT
SHEET NO.
REV.
NO.
DATE
DRWN
CHKD
REMARKS
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
NC F-1255
SD-1
FOR CONSTRUCTION

DocuSign Envelope ID: 3ACFAD64-6E31-4BE2-8EB1-83A009F98053
\A/
�D7
48" PIPE
I
/ CONCRETE PIER
W24x104
7 0
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SEE CIVIL PL
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WP
(10)-3/4" 0SS HILTI HIT -RE 500-V3
ADHESIVE W/ 10" MIN EMBED
(12" EMBED AERIAL SEGMENT 2
AND AERIAL SEGMENT 4)
PIER ELEVATION
KNEE BRACE
7/8" a F3125 BOLTS (TYP)
1/4
KNEE BRACE
PL 1/2"
NS
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BRACING NOTES:
1. POSITION BEAM ELEVATION TO ALLOW A MINIMUM OF 1' BETWEEN BRACING CONNECTION AND FINISHED GRADE
2. CENTER BEAM AND BRACING ON PIER IN LATERAL DIRECTION
0'^
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(4)-3/4"0 F3125 BOLTS WITH
STANDARD HOLES (TYP)
W24x 104
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ADHESIVE ANCHORS W/ 10" MIN
EMBED
STEEL BEAM TO CONCRETE
B DETAIL
(10)-3/4" 0SS HILTI HIT -RE 500-V3
ADHESIVE W/ 10" MIN EMBED
(12" EMBED AERIAL SEGMENT 2
AND AERIAL SEGMENT 4)
NTS
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N CARO���
SEAL
047091
AND °C N
',,3�V18/2021
DESIGNED BY.
DRAWN BY.
N. MUELLER
M. ARIEF
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE. March 2021
J. BOGGS
J. ROSENTHAL
CDII!
Smith
CITY OF HIGH POINT, NORTH CAROLINA
RICHLAND CREEK SEWER OUTFALL -
AERIAL SEWER PIPE REPLACEMENT
STEEL FRAMING DETAILS
PROJECT NO.
FILE NAME:
119145-243812
S000STDT.RVT
SHEET NO.
REV.
NO.
DATE
DRWN
CHKD
REMARKS
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
NC F-1255
SD-2
FOR CONSTRUCTION

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20201354
Version*
Winston-Salem Regional Office - [phone]
Sue Homewood
Pre -Filing Meeting Request submitted 9/30/2020
Contact Name * Kelly Boone, CDM Smith
Contact Email Address* [e-mail]
Project Name * Richland Creek Sewer Outfall Aerial Sewer Pipe Replacement
Project Owner* City of High Point, Mr. Derrick Boone, Asst. Public Services Director
Project County* Guilford
Owner Address: Street Address
211 S. Hamilton St.
Address Line 2
Room 206
City State / Rovince / Region
High Point NC
Fbstal / Zip Code Country
27260 USA
Is this a transportation project?* C Yes ( No
Type(s) of approval sought from the DWR:
l 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes ( No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*

Project involves replacement of 16 aerial segments of an existing 48-inch
sewer along Richland Creek in an existing easement. Wetlands and
streams have been delineated by CDM Smith. It is currently anticipated that
only the sewer pipe will be replaced; the concrete pipe supports will remain
as is with only minor structural repairs. New manholes will be installed on
the sewer to facilitate access and repairs. It is expected that impacts to
streams and wetlands will be temporary. Few, if any, permanent impacts
are anticipated at this time. This assessment will be further refined with
development of design. It is anticipated that this project will meet conditions
of USACE Nationwide Permit program and corresponding DWR General
Certifications for WQC.
Please give a couple of dates you are available for a meeting.
10/19/2020
10/26/2020
10/27/2020
Please attach the documentation you would like to have the meeting about.
2020 03 19 Richland Creek - FINAL route
figure.pdf
pdf only
1.24MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
c,VR awe
Submittal Date 9/30/2020

Boone, Kelly
From: [e-mail]
Sent: Saturday, October 31, 2020 12:01 AM
To: Boone, Kelly
Cc: [e-mail]
Subject: Pre -Filing Time Clock has been reached for Richland Creek Sewer Outfall Aerial Sewer
Pipe Replacement - Richland Creek Sewer Outfall Aerial Sewer Pipe Replacement -
20201354 Ver 1
Attachments: DWR Pre -Filing Meeting Request Form.pdf
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for Richland Creek
Sewer Outfall Aerial Sewer Pipe Replacement that you submitted on 9/30/2020. The ID number for that project is
20201354, Version 1.
Your Pre -Filing Meeting Request has now reached the 30 calendar days' requirement and your application can now be
accepted.
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.
1