20231456 Ver 1__Pre-Construction Notification (PCN) Form Submitted 102523_20231025

DW R
Dirlslna of Water Resourcrs
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
October 2, 2023 Ver 4.3
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs. deq. nc. gov/ W aterResou rces/DoeView. aspx?d b id=0&id=2196924
A. Processing Information
Pre -Filing Meeting Date Request was submitted on:
10/19/2023
If this is a courtesy copy, please fill in this with the submission date
Does this project involve maintenance dredging funded by the Shallow Draft Navigation Channel Dredging and Aquatic Weed Fund or involve the distribution or transmission of energy or
fuel, including natural gas, diesel, petroleum, or electricity?*
Yes No
Is this project connected with ARPA funding?*
Yes No
County (or Counties) where the project is located:
Buncombe
Is this a NCDMS Project*
Yes No
Click Yes, only if NCDMS is the applicant or co -applicant.
DO NOT CHECK YES, UNLESS YOU ARE DMS OR CO -APPLICANT.
Is this project a public transportation project?
Yes No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
la. Type(s) of approval sought from the Corps: *
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted? *
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?*
Yes No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
List all NW numbers you are applying for not on the drop down list.
1d. Type(s) of approval sought from the DWR:
check all that apply
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
58 - Utility Line Activities for Water and Other Substances (frequently used)
401 Water Quality Certification - Express
Riparian Buffer Authorization
1e. Is this notification solely for the record because written approval is not required?

For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application? *
Yes No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from mitigation bank or in -lieu fee program.
Yes No
Acceptance Letter Attachment
Click the upload button or drag and drop files here to attach document
Al - RES Statement of Availability 101223.pdf
A1g - Weaverville Pump Station and Force Main DMS Acceptance.pdf
FILE TYPE MUST BE PDF
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
You must submit a copy of the appropriate Wildlife Resource Commission Office.
;Yes No
Yes OO No
160.83KB
235.04KB
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-CoordinationfFrout.aspx
B. Applicant Information
1a. Who is the Primary Contact?*
Mona Ellum
1c. Primary Contact Phone: *
1 b. Primary Contact Email:* (mx)mx-xxxx
[e-mail] [phone]
1d. Who is applying for the permit?*
Owner Applicant (other than owner)
(Check all that apply)
1a. Is there an Agent/Consultant for this project?
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Metropolitan Sewerage District
2b. Deed book and page no.:
946/185
2c. Contact Person:
(for Corporations)
Shaun Armistead
2d.Address*
Street Address
2028 Riverside Drive
Address Line 2
City
State / Province / Region
Asheville
NC
Postal / Zip Code
Country
28804
USA
2e. Telephone Number:
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
(xxx)xxx-xxxx
2g. Email Address:*
[e-mail]
U
3. Applicant Information (if different from owner)

3a. Name: *
Mona Ellum
3b. Business Name:
(if applicable)
Ellum Engineering
3c. Address*
Street Address
44 Woodland Drive
Address Line 2
City
Fairview
Postal / Zip Code
28730
3d. Telephone Number:*
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:*
Mona Ellum
4b. Business Name:
(if applicable)
Ellum Engineering
4c. Address
Street Address
44 Woodland Drive
Address Line 2
City
Fairview
Postal / Zip Code
28730
4d. Telephone Number: *
[phone]
4f. Email Address:
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1a. Name of project:*
Weaverville Pump Station and Force Main Improvements
1 b. Subdivision name:
(if appropriate)
1c. Nearest municipality / town:
Weaverville, NC
2. Project Identification
2a. Property Identification Number:
(tax PIN or parcel ID)
97321434380000
2c. Project Address
Street Address
Hidden Falls Drive
Address Line 2
City
Asheville
Postal / Zip Code
28806
State / Province / Region
NC
Country
USA
3e. Fax Number:
(xxz)xxx-xxxx
State / Province / Region
NC
Country
USA
4e. Fax Number:
2b. Property size:
(in acres)
17.98
State / Province / Region
NC
Country
USA
U
�^J
U

2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on how the location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude:" Longitude:
35.686111-82.598056
ex: 34.208504-77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project:
Reems Creek
3b. Water Resources Classification of nearest receiving water:
Class C
Surface Water Lookup
3c. What river basin(s) is your project located in?*
French Broad
3d. Please provide the 12-digit HUC in which the project is located.
060101050903
River Basin Lookup
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:
The existing project area has two wastewater pumping stations plus approximately 16,250 LF of existing sewer (primarily force main but some gravity). Ancillary items such as ARV MH's
are included in project area. The project address listed is for Pump Station No. 1; the project extends from Hidden Falls Drive to Riverside Drive.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
3.1
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
13,761
4h. Explain the purpose of the proposed project: *
The Metropolitan Sewerage District of Buncombe County (MSD) is making improvements to their Weaverville Pumping System. These improvements are a result of the North Carolina
Department of Environmental Quality, Division of Water Resources Flow Tracking/Acceptance of Sewer Extension Application reporting the Weaverville Pumping System as negative
"available capacity" for all new sewer extensions in the basins served by these pump stations. MSD wants to increase the system capacity to allow for continued connection and
development in the current and future services areas and address other system deficiencies to achieve a desired 50-year service life.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project consists of upgrades to two existing wastewater pump stations and upgrades to approximately 16,250 linear feet of sewer and ancillary items (manholes, air release valves).
The new work will be installed in approximately the same location as the existing pump stations and sewers. Note there are several portions of newer, existing force mains that will remain
in place. The project is broadly summarized as: Removal of an aerial gravity sewer crossing of Reems Creek with a buried gravity sewer that will discharge to Weaverville Pump Station
No. 1 (WPS No. 1); Removal and replacement of WPS No. 1; Replacement of existing force main between WPS No. 1 and Weaverville Pump Station No. 2 (WPS No. 2); Removal and
replacement of WPS No. 2; Connection of new force main to an existing force main to remain in service; Replacement of existing force main from a point 1,780 LF downstream of WPS
No. 2 to its transition to an existing gravity sewer at Riverside Drive; Tying into existing gravity sewer at Riverside Drive (NC Highway 251), near MSD's hydroelectric plant; Replacement of
existing Air Release Valves along force main. Typical construction equipment including excavators, front end loaders and trucks will be used.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?
Yes No Unknown
Comments:
A Preliminary Jurisdictional Determination has been submitted to the USACOE on 12/02/22.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
Example: SAW-2017-99999
SAW-2023-00593
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jason Hales

Agency/Consultant Company: CDM Smith
Other:
6. Future Project Plans
6a. Is this a phased project?*
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This includes other
separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries Buffers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
"W." will be used in the table below to represent the word "wetland".
2a1 Reason * (?)
2b. Impact type*(?)
2c. Type of W.
2d. W. name*
2e. Forested*
2f. Type of Jurisdicition *
2g. Impact
area*
W1
Mechanized Cleaning
P
Headwater Forest
WC
Yes
Corps
0.196
(acres)
W2
Mechanized Cleaning
P
Hardwood Flat
WD
Yes
Corps
0.172
(acres)
W3
Other
T
Unknown
WD
No
Corps
0.025
(acres)
W4
Other
T
Unknown
WE
No
Corps
0.021
(acres)
W5
Mechanized Cleaning
P
Headwater Forest
WE
Yes
Corps
0.182
(acres)
W6
Mechanized Cleaning
P
Hardwood Flat
WK
Yes
Corps
0.008
(acres)
W7
Mechanized Cleaning
P
Hardwood Flat
WL
Yes
Corps
0.032
(acres)
ff771
Other JL
Unknown
WN
No
Corps
0.043
acres)
29. Total Temporary Wetland Impact
0.089
2g. Total Permanent Wetland Impact
0.590
2g. Total Wetland Impact
0.679
21. Comments:
Other— Construction access and sewer line installation. Unknown — Emergent wetland currently maintained.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S." will be used in the table below to represent the word "stream".
F�
S1
3a. Reason for impact* (?)
Sewer Construction
3b.lmpact type*
Temporary
3c. Type of impact*
Excavation
3d. S. name* ��3e.
SB-Reems Creek
Stream Type*
(?)
Perennial
3f. Type ofwidth*
Jurisdiction*
Both
55
Average (feet)
3h. Impact
length*
192
(linear feet)
S2
Sewer Construction
Permanent
Bank Stabilization J
SB-Reems Creek
Perennial
Both
55
Average (feet)
76
(linear feet)

S3
Sewer Construction
Temporary
Excavation
SC
Perennial
Both
89
Average (feet)
(linear feet)
Sq
Sewer Construction
Temporary
Excavation
SC
Intermittent
Both
261
Average (feet)
pinear feeQ
SS
Sewer Construction
Temporary
Excavation
SD
Intermittent
Both
29
Average (feet)
pinear feet)
S6
Sewer Construction
Tem ore
P rY
Excavation
SF -Blue Branch
Perennial
Both
7
31
Average (feet)
(linear feet)
g7
Sewer Construction
Temporary
Excavation
SG
Intermittent
Both
195
Average (feet)
pinear feet)
gg
Sewer Construction
Temporary
Excavation
SH
Intermittent
Both
29
�
Average (feet)
pinearfeeq
S9
Sewer Construction
Temporary
—]
Excavation
SI
Perennial
Both
12
41
Average (feet)
(linear feet)
S10
Sewer Construction
Temporary
Excavation
Si
Perennial
Both
18
133
Average (feet)
pinear feet)
S11
Sewer Construction
Permanent
Excavation
Si
Perennial
Both
13
30
Average (feet)
pinearfeeq
F2]�Sewer
Construction
Temporary
Excavation
SL
Intermittent
Both
Average (feet)
pinear feet)
F3]�Sewer
Construction
Temporary
Excavation
SN
Perennial
Both
50
Average (feeq
pinear feet)
S14
Sewer Construction
Temporary
Excavation
SN
Intermittent
Both
2
12
Average (feeq
(linear feet)
F51
Sewer Construction
Temporary
Excavation
SO
Intermittent
Both
48
Average (feeq
pinear feet)
�16�Sewer
Construction
Temporary
Excavation
SP
Intermittent
Both
41
Average (feeq
pinearfeeq
S17
Sewer Construction
Temporary
Excavation
SQ
Perennial
Both
Average (feeq
pinear feet)
FBI
Sewer Construction
Temporary
Excavation
SR
Perennial
Both
21
Average (feeq
pinearfeeq
S79
Sewer Construction
Tem ore
P rY
Excavation
SS
Perennial
Both
4
14
Average (feeq
(linear feet)
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
3i. Total permanent stream impacts:
106
3i. Total temporary stream impacts:
1,178
31. Total stream and ditch impacts:
1284
3j. Comments:
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: *
This project involves the replacement of an existing sewer line. The proposed line will follow the path of the existing line to the extent possible so as to
minimize impacts to the extent possible. Additionally, stream crossings are at approx. 90 deg angles to the extent possible.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: *
Construction will be conducted to minimize impacts to the extent possible. Accessing the site will be on upland areas to the extent possible, any
preparation of the pipe and appurtenances that can be done on upland areas will be done upland, proper erosion control measures will be installed and
maintained.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
u

2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2c. If yes, mitigation is required by (check all that apply):
DWR Corps
2d. If yes, which mitigation option(s) will be used for this project?
Mitigation bank Payment to in -lieu fee program Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Environmental Banc & Exchange, LLC
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.029
3c. Comments
Approval Letter attached as A1g — RES Statement of Availability 101223
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
Yes No
4b. Stream mitigation requested:
(linear feet)
106
4c. If using stream mitigation, what is the stream temperature:
cool
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.
4d. Buffer mitigation requested (DWR only):
(square feet)
0
4f. Non -riparian wetland mitigation requested:
(acres)
0
4h. Comments
Approval Letter attached as Aig — Weaverville Pump Station and Force Main DMS Acceptance
4e. Riparian wetland mitigation requested:
(acres)
0.561
4g. Coastal (tidal) wetland mitigation requested:
(acres)
0
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information.
Yes No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
*** Recent changes to the stormwater rules have required updates to this section .***
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 No
For a list of options to meet the diffuse flow requirements, click here.
If no, explain why:
The project is not within or adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?"
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
To look up low density requirement click here 15A NCAC 02H .1003(2).
Comments:
A stormwater detention basin has been included in the project; refer to Sheet C-105

G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?
Yes No
3b. If you answered "no," provide a short narrative description.
The project is not driven by development but is a result of the North Carolina Department of Environmental Quality, Division of Water Resources Flow
Tracking/Acceptance of Sewer Extension Application reporting the Weaverville Pumping System as negative "available capacity" for all new sewer
extensions in the basins served by these pump stations.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No 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 No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
Yes No
5e. Is this a DOT project located within Division's 1-8?*
Yes No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?*
Yes No
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
5h. Does this project involve the constructionlinstallation of a wind turbine(s)?* *
Yes No
Unknown
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?
iPac and consultation with F&WS
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat? *
Yes 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)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http_//gis.ncdcr.gov/hpoweb/

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 (e.g., National Historic Trust
designation or properties significant in North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
HBOWeb2.0 and consultation with SHPO
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https:Hmsc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain?
Yes No
8b. If yes, explain how project meets FEMA requirements:
All work within the FEMA 100-year floodplain will be returned to pre -construction elevation, as verified by survey
8c. What source(s) did you use to make the floodplain determination?*
Floodplain mapping and consultation with Buncombe County Floodplain Administrator
Miscellaneous
Comments
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
A1j- Trout Correspondence.pdf
151.42KB
64f-AGENT AUTHORIZATION FORM_Signed.pdf
759.02KB
C4d - NC_Weaverville_20190816_TM_geo 8.xx11.pdf
109.06MB
C4e - BC Soil Maps.pdf
1.56MB
G5j - 20230427_23-345_UnkAA_Wville Pump Station_Bunc Co.pdf
187.75KB
G7c - ER-23-1292.pdf
150.92KB
A1j - Buncombe_ Trout_Watersheds.pdf
1.76MB
File must be PDF or KMZ
Signature
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 knowledge 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:*
Mona Ellum
Signature*
XVu 0*
Date
10/19/2023

8/11/23, 1:41 PM
Ellum Engineering Inc. Mail - MSD Weaverville Project
M
Gmai l
MSD Weaverville Project
Leslie, Andrea J <[e-mail]>
To: Mona Ellum <[e-mail]>
Mona Ellum <[e-mail]>
Tue, Jul 25, 2023 at 2:51 PM
Hi Mona - for some reason, I don't have record of your first email you sent on 5/9. But
this all sounds fine - there shouldn't be any wild trout reproduction impacts from work
in the area you have delineated.
Andrea
Andrea Leslie
Mountain Habitat Conservation Coordinator
NC Wildlife Resources Commission
645 Fish Hatchery Rd., Building B
Marion, NC 28752
828-803-6054 (office)
828-400-4223 (cell)
www.ncwildlife.org
Get NC Wildlife Update delivered to your inbox from the N.C. Wildlife Resources Commission.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
From: Mona Ellum <[e-mail]>
Sent: Tuesday, July 25, 2023 8:10 AM
To: Leslie, Andrea J <[e-mail]>
Subject: [External] Fwd: MSD Weaverville Project
https://mail.google.com/mail/u/1 /?ik=24d6867d 16&view=pt&search=all&permmsgid=msg-f:1772419645597882755&simpl=msg-f:17724196455978827... 1 /2

8/11/23, 1:41 PM
Ellum Engineering Inc. Mail - MSD Weaverville Project
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
[Quoted text hidden]
https://mail.google.com/mail/u/1 /?ik=24d6867d 16&view=pt&search=all&permmsgid=msg-f:1772419645597882755&simpl=msg-f:17724196455978827... 2/2

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. N/A PLAN NO. N/A
PARCEL ID: 973214348000
Project begins at above referenced parcel on Hidden Falls Drive,
STREET ADDRESS: continues over private land (via easements), crosses Goldview Rd to Old
Marshall Highway, crosses through Buncombe County Training Center
property, upland of the French Broad River, ending at Riverside Drive.
Please print:
Property Owner:
Property Owner:
Metropolitan Sewerage District of Buncombe County
The undersigned, registered property owners of the above noted property, do hereby authorize
Mona Ellum, PE
(Contractor / Agent)
of Ellum Engineering, Inc
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
2028 Riverside Drive Asheville, NC 28804
Telephone:
828-225-8269
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature Authorized Signature
Date: 421l �/Z 3�7 Date:

P�MeNT of ryF FISH & WILDLIFE
SERVICE
United States Department of the Interior
o
a9 ' FISH AND WILDLIFE SERVICE
gRCH 3.*a Asheville Field Office
160 Zillicoa Street Suite B
Asheville, North Carolina 28801
April 27, 2023
Mr. Jason Hales
CDM Smith
5400 Glenwood Ave. Suite 400
Raleigh, North Carolina 27612
Subject: Weaverville Pump Station and Force Main Improvements in Weaverville, Buncombe County,
North Carolina.
Dear Mr. Hales:
On March 14, 2023, we received (via email) your information requesting our review of the subject
project. We have reviewed the information that you presented for this request and the following
comments are provided in accordance with the provisions of the National Environmental Policy Act (42
U.S.C.§ 4321 et seq.) and section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531
- 1543) (Act).
Proiect Description
According to the information provided, the Metropolitan Sewer District of Buncombe County proposes to
increase system capacity to allow for continued connection in current and future service areas and address
system deficiencies to achieve a desired 50-year service life of the system in Buncombe County, North
Carolina. This project includes:
• Repair and upgrade of the Weaverville sub -system that services the Town of Weaverville.
• Replacement of approximately 19,800 feet of existing force main sewer line system from Pump
Station #1 to the French Broad River Water Reclamation Facility.
• Replacement of Pump Station #1.
• Replacement of the existing 30-inch aerial gravity sewer line coming into Pump Station #1 across
Reems Creek with a buried crossing.
• Modification of Pump Station #2.
Federally Listed Species
An assessment of suitable habitat and potential impacts to seven species was conducted by environmental
specialists with CDM Smith on March 28-31, April 1, and June 15-16, 2022. The findings were compiled
and included in the review request submitted to our office on March 14, 2023. The following species and
their associated habitats were evaluated.
Species
Status'
Bog turtle
Glyptemys muhlenbergii
T(S/A), ARS
Gray bat
Myotis grisescens
E
Monarch butterfly
Danaus plexippus
CAN
Mountain sweet pitcher plant
Sarracenia jonesii
E

Species
Status'
Northern long-eared bat
Myotis septentrionalis
E
Rock gnome lichen
Gymnoderma lineare
E
Tricolored bat
Perimyotis subflavus
PE
'E = endangered, PE = proposed endangered, T(S/A) = threatened due to
similarity of appearance, CAN = candidate, and ARS = at risk species.
Bog turtle is federally listed as threatened (due to similarity of appearance) and was petitioned for listing,
resulting in an at -risk species (ARS) designation, on January 13, 2022. A positive 90-day finding on the
petition was published on October 19, 2022. Bog turtle is not currently subject to section 7 consultation;
therefore, an effects determination is not necessary. However, it is a species of concern for our office, and
we appreciate the project proponent's consideration of bog turtle when evaluating the action area for
impacts to federally listed species and their habitats. If bog turtle or suitable habitat is identified on future
projects within the proposed action area or proposed activities will impact hydrology of suitable habitat
(i.e., changing drainage patterns to/from wetlands), we recommend coordinating the project with the U.S.
Fish and Wildlife Service (Service) and the NC Wildlife Resources Commission.
Suitable commuting, foraging, and/or roosting habitats for gray, northern long-eared (NLEB), and
tricolored bats are present in the project area. The project proponent has committed to the following
conservation measure to avoid and minimize potential impacts to bat species:
• No tree removal will occur during the active season for bats (April 1 — October 15).
• If evidence of bats or sightings are unexpectedly made during project implementation (flushing),
the project proponent will notify the Service immediately.
Based on the information provided and the commitment to the conservation measure listed above, we
would concur with "may affect, not likely to adversely affect" (NLAA) determinations from the lead
federal action agency for gray bat and NLEB. Additionally, for NLEB, we believe the project and
associated conservation measures are consistent with the Interim Consultation Framework outlining the
consultation process for this species which is valid from March 31, 2023 through April 1, 2024.
On September 14, 2022, the Service published a proposal in the Federal Register to list the tricolored bat
as endangered under the Act. The Service has up to 12-months from the date a proposal publishes to make
a final determination, either to list a species under the Act or to withdraw the proposal. Species proposed
for listing are not afforded protection under the Act; however, as soon as a listing becomes effective
(typically 30 days after publication of the final rule in the Federal Register), the prohibitions against
jeopardizing its continued existence and "take" will apply. In order to avoid the disruption to ongoing or
planned actions, the project proponent requested conferencing procedures for this species. The conference
can be adopted as concurrence if a final rule for this species becomes effective during the life of the
project. Based on the information provided and the commitment to implement the above conservation
measures, we have determined that the proposed project will not jeopardize the continued existence of
tricolored bat. Additionally, we would concur with a NLAA determination should this species become
federally listed.
Monarch butterfly is a candidate species, and we appreciate the project proponent's consideration of
monarch butterfly when evaluating the action area for impacts to federally listed species and their
habitats. The species is not subject to section 7 consultation, and an effects determination is not necessary.
General recommendations for pollinators can be provided and would be protective of monarch butterfly
should the project proponent like to implement them in the future.
2

The review request states that no suitable habitats are present for mountain sweet pitcher plant or rock
gnome lichen. Based on the information and photographs provided, we agree with the assessment that no
suitable habitats are present for these species. As such, the proposed project would have "no effect" on
these species and section 7 consultation is not required.
We believe the requirements under section 7 of the Act are fulfilled for the federally listed species
discussed above. However, obligations under section 7 of the Act must be reconsidered if. (1) new
information reveals impacts of the identified action may affect listed species or critical habitat in a
manner not previously considered, (2) the identified action is subsequently modified in a manner that was
not considered in this review, or (3) a new species is listed or critical habitat is determined that may be
affected by the identified action.
Fish and Wildlife Resource Recommendations
We offer the following general recommendations for the benefit of fish and wildlife resources:
Equipment Use in Riparian Areas and In -Stream. Equipment should be operated from the
streambank. If in -stream work is necessary, stone causeways, work bridges, or mats (designed for
the specific location and type of equipment) should be used. Work pads on streambanks or
approaches to in -stream work areas should minimize disturbance to woody vegetation. Equipment
operated in riparian areas and in/near aquatic resources should be inspected daily and maintained
regularly to prevent contamination of surface waters from leaking fuels, lubricants, hydraulic
fluids, or other toxic materials. Construction staging, toxic material storage, and equipment
maintenance, including refueling, should occur outside of the riparian area. The project proponent
should report any toxic material spills in riparian areas and/or aquatic resources to the Service
within 24 hours.
Erosion and Sedimentation Control. Construction activities near aquatic resources, streams,
and wetlands have the potential to cause bank destabilization, water pollution, and water quality
degradation if measures to control site runoff are not properly installed and maintained. In order
to effectively reduce erosion and sedimentation impacts, best management practices specific to
the extent and type of construction should be designed and installed prior to land -disturbing
activities and should be maintained throughout construction. Natural fiber matting (coir) should
be used for erosion control as synthetic netting can trap animals and persists in the environment
beyond its intended purpose. Land disturbance should be limited to what can be stabilized
quickly, preferably by the end of the workday. Once construction is complete, disturbed areas
should be revegetated with native riparian grass and tree species as soon as possible. For
maximum benefits to water quality and bank stabilization, riparian areas should be forested;
however, if the areas are maintained in grass, they should not be mowed. The Service can provide
information on potential sources of plant material upon request.
A complete design manual that is consistent with the requirements of the North Carolina
Sedimentation and Pollution Control Act and Administrative Rules, can be found at the following
website: https:lldeq.nc.govlabout/divisions/energy-mineral-land-resources.
• Stream Buffers. Natural, forested riparian buffers are critical to the health of aquatic ecosystems.
They accomplish the following:
o Catch and filter runoff, thereby helping to prevent nonpoint-source pollutants from
reaching streams.
o Enhance the in -stream processing of both point- and nonpoint-source pollutants.

o Act as "sponges" by absorbing runoff (which reduces the severity of floods) and by
allowing runoff to infiltrate and recharge groundwater levels (which maintains stream
flows during dry periods).
o Catch and help prevent excess woody debris from entering the stream and creating
logjams.
o Stabilize stream banks and maintain natural channel morphology.
o Provide coarse woody debris for habitat structure and most of the dissolved organic
carbon and other nutrients necessary for the aquatic food web.
o Maintain air and water temperatures around the stream.
Forested riparian buffers (a minimum 50 feet wide along intermittent streams and 100 feet wide
along perennial streams [or the full extent of the 100-year floodplain, whichever is greater])
should be created and/or maintained adjacent to all aquatic areas. Within the watersheds
supporting federally listed aquatic species, we recommend undisturbed, forested buffers that are
naturally vegetated with trees, shrubs, and herbaceous vegetation. These buffers should extend a
minimum of 200 feet from the banks of all perennial streams and a minimum of 100 feet from
the banks of all intermittent streams (or the full extent of the 100-year floodplain, whichever is
greater.) Impervious surfaces, ditches, pipes, roads, utility lines (sewer, water, gas, transmission,
etc.), and other infrastructure that requires maintenance, cleared rights -of -way and/or compromise
the functions and values of the forested buffers should not occur within these riparian areas.
Stream Crossings. Bridges or spanning structures should be used for all permanent roadway
crossings of streams and associated wetlands. Structures should span the channel and the
floodplain in order to minimize impacts to aquatic resources, allow for the movement of aquatic
and terrestrial organisms, and eliminate the need to place fill in streams, wetlands, and
floodplains.
Bridges should be designed and constructed so that no piers or bents are placed in the stream,
approaches and abutments do not constrict the stream channel, and the crossing is perpendicular
to the stream. Spanning some or all of the floodplain allows stream access to the floodplain,
dissipates energy during high flows, and provides terrestrial wildlife passage. When bank
stabilization is necessary, we recommend that the use of riprap be minimized and that a
riprap-free buffer zone be maintained under the bridge to allow for wildlife movement. If fill in
the floodplain is necessary, floodplain culverts should be added through the fill to allow the
stream access to the floodplain during high flows.
If bridges are not possible and culverts are the only option, we suggest using bottomless culverts.
Bottomless culverts preserve the natural stream substrate, create less disturbance during
construction, and provide a more natural post -construction channel. Culverts should be of
sufficient size to leave natural stream functions and habitats at the crossing site unimpeded.
Culvert installation and presence should not change water depth, volume (flow), or velocity levels
that permit aquatic organism passage; and accommodate the movement of debris and bed material
during bankfull events. Widening the stream channel must be avoided.
Utility Line Crossings. In the interest of reducing impacts to natural resources, utility crossings
(i.e., sewer, gas, and water lines) should be kept to a minimum, and all utility infrastructure
(including manholes) should be kept out of riparian buffer areas. If a utility crossing is necessary,
we recommend that you first consider the use of directional boring. Directional boring under
streams significantly minimizes impacts to aquatic resources and riparian buffers.
4

If directional boring cannot be used and trenching is determined to be the only viable method,
every effort should be made to ensure that impacts to in -stream features are minimized and
stabilized upon completion of the project. Our past experiences with open -trench crossings
indicate that this technique increases the likelihood for future lateral movement of the stream
(which could undercut or erode around the utility line), and the correction of such problems could
result in costly future maintenance and devastating impacts to natural resources. Therefore, as
much work as possible should be accomplished in the dry, and the amount of disturbance should
not exceed what can be successfully stabilized by the end of the workday. In -stream work should
avoid the spring fish spawning season and should consider forecasted high flow events.
Regardless of the crossing method, all utility lines should cross streams perpendicularly. We
strongly encourage that a qualified biologist monitor the work area until the work is complete in
order to identify any additional impact -minimization measures. The Service may be available to
assist you in this effort.
To determine if any maintenance is required, the work site should be monitored at least every 3
months during the first 24 months and annually thereafter. Moreover, we recommend the
development of a riparian monitoring and maintenance program that would outline procedures for
the prompt stabilization of streambanks near the utility crossing (should any streambank erosion
or destabilization occur) throughout the life of this project.
The Service appreciates the opportunity to provide these comments. Please contact Ms. Rebekah Reid of
our staff at [e-mail], if you have any questions. In any future correspondence concerning
this project, please reference Log Number 4-2-23-345.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor

E ''_'�_ RoF kD 2
Ck aD WaC - � t k d
A �,.-PI �`' R au s
CkD2r'-
BkB2
Wa EvD2
WaD2 EvD2 gtb WaD2 ra
i 2 -
kC
s• J „\'•� ;: a 1.
CkD2... RoF o aD2�'-1� WaD2 WaD2
B N\ 2 C
E D WaD2 EgD2
a �� ? ExC kC
Ev C2 WaD2 tr 'L VD Esc f
EvD2
aD2 F }
W ; ExCk'
WaD2 x / aq2 3.
a
aD� EvD2• (`
W2 a a =� `• _
2 CkC2
WaE2 CkB2
t; W K kC vD� 4 �]
aC a �� 2
'� ��%• • i , a = f .�` . EwE
maD2 aD a 2 r kj
wD-
} EwE
f k. s• C .a kC
o RoF y:. x a.
a � �.
s'2 EvD2 EvE2
WaE2
aD a 2 EvDF A a
a WaE Ud _..- vE
aC WaD2 4 v
2 aE a
x .•
aD2aE
J
WaD2 W�fcrlWaE2 P-vE2 y ExA
L VV
I W D2
vE EvE2
r•
a e TaD C 2 ..6. xD
f:kD2 r
../
EvE2 E
a EvE2 a rI D� l U
a x V► Ky�� EvD2 EvE.2
l/
a
kC EvD2 c •Ud vD2 W t'
D-
CkC2.. { EvD2 E
�2 L ' `_ Ev Ev x

E 2 E"vD2 O E
RoF a a Ck
CkC2R _-�. RoF , sA
' n * .r• `'� 51
EvD2 vt;' ;„ EvD2 k2
+ ...:.. WaD2 1 1
t / so
C C2 aC2 RoF - . / J.
EvD2
A�
y WaD2 .
4..,.r� a .. B
{ y CkC J 2
CkC2 Ta �• '
�OD� a
1 . WaRoF
W . x 3' \
WaD2
RoF
WaD2 G2
WaD2
W S
Ta B
aD
`` J\ EvD2
WaD2
WaC2 WaE2 \C - aC2
WaD2 1 E2
�aB
-WaD2
Ev
WaD2 -l' WG �.
. CkB2
o. WaD2
.� (2� WaD2 Ck
WaC2 i
LEVD2 '
�aC2 CkC2 ) ly'. aV
Wp vDC�CC2 vfl }y kC Evb2 Ta TaD

�aD TaC I r' W D tV aD:r- '' v 2
aC Wa 2.: �y-x' TaB LAcG2
Wa 2 N
EVDZ
VIdaC2 WaC2 EvD2 > ../ EvD2
WaD2 1
s. TaD
kC TaC 5-
C2 t1KC2 +•
WaE2 .. _/� - w.. �.•
t TaC
W C
-r� d ,•;fir _ EvD2
WaE2 .`
WaC2 WaE2 AWN CkC2 EvE2
WaC2 WaE2 (• -
Ud lEvE2 i CkC2
WaE2
RoF
a — - �.- ,.....? RoF TaD
BeA WaE2
WaD2 a WaE2
WnF
WaD2
EvD2 EvE2 EvD2
i� a
1
FrA': a CkC2 h
Ta�D Ta EvE2 '
a H D
TaD `
EvE2 fiaB ~r EvE2
EvD2 :e
CkC2
I
aC
�1 \ -
,Y\f
CkC2 EvD2
EvD2
W
EvE2
• Ud '.
ZD2
4 kC
�, .: (kC 2

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary D. Reid Wilson
July 19, 2023
Office of Archives and History
Deputy Secretary, Darin J. Waters, Ph.D.
Tom Hartye thartye(d)msdbc.org
Metropolitan Sewerage District of Buncombe County
2028 Riverside Drive
Asheville, NC 28804
Re: Weaverville Pump Station & Force Main Improvements, Hidden Falls Drive to Riverside Drive,
Buncombe County, ER 23-1292
Dear Mr. Hartya:
Thank you for your letter of May 28, 2023, concerning the above -referenced undertaking. We have
reviewed the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental.review(c dncr.nc. _og_v. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
Ramona Bartos, Deputy
State Historic Preservation Officer
cc: Mona Ellum, Ellum Engineering, Inc. mona.ellumkellumen in�g com
Amanda Fuemmeler, USACE Amanda.Jones(&,usace.army.mil
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY
1 7 1 0 D-1 I] T D,
It I =F'�Ijj 4 LILTAi 11111 ; I i I
AND IF
f
16
IkIAS \
SN�\'
OUAIrY,14
4
•
101 Ft 11; 1E I I
SITE ADDRESS:
120 PS HIDDEN FALLS DRIVE
ASHEVILLE, NC 28804
ISSUED FOR BID
OCTOBER 2023
Water
A 114
I A 13 Ft
--=::::>-N�
IMAGE OBTAINED FROM 2022 MICROSOFT CORPORATION MAXAR CNES DISTRIBUTION AIRBUS DS
LOCATION PLAN
(:010
Smith
islrA4LIr
OVE
4600 PARK ROAD, SUITE 240
CHARLOTTE, NORTH CAROLINA 28209
Environment
LICENSE: NC F=1255
Transportation
ON
I I 1E 14 IrS
CDM SMITH PN.0
MSN PN.0
Energy
20176=265366
2019080
IF CONTRACTOR HAS NOT BEEN SELECTED
AT THE TIME OF E&SC PLAN SUBMITTAL,
CONTACT SHAUN ARMISTEAD 828-255-8269
Facilities
C. v
SCAL
' 0450,
GINS
Michel` �olr
2023.1 KA§fj1
ISSUED FOR BID

F-
(n
7
0
U
W
O
z
0
F-
Q
N_
(Y
O
F-
Q
z
w
F-
F-
CY
w
F-
D
O
F-
U
w
7)
0
CY
CY
w
O
z
Q
CY
O
W
CY
Q
CY
0
w
0
z
0
w
D
w
m
O
0
z
w
n,
Q
-74
o,
X �
W UJ
Z
O r-)
O U
O
/ S
r-) O
Q
U ry
O w
El-
/ O
CD a_
w
O S
N ~
IW
N �
CD Q
O Z
/ W
O (Y
O W
I S
U �
O W
O CY
O
/ o
Z �
Q O
U
w z
U
r
O Li
W
O (r
Z w
Q u�
(n J
W Q
Z
Lw O
J in
W
W' W
W
Q �
W �
m
CO W
0
co O
co�
N S
W cn
z
Ln O
� O
N W
� / 0
00 �
U
z
N Q
O
\ E
(n z
\ o w
O IW >
o >�
0 w0
C oC
C U W
V) O n, W
O O (n
a U �w
E
O U
r� Z / J
m _0 Q Z
r� O E w
N coD
C
(n - O
:�E O O
O ry :5
w
> o U O O
Li cn co w
LLJy O (n
� OO N L�J
X J O OO 'y
ISSUED FOR BID

EXISTING SURVEY LEGEND
PROPOSED LEGEND
VALVE TAG (OPTIONAL)
EXISTING OR FUTURE CONDITION DESIGNATION
co
7
0
U
0
z
0
<
N
m
0
_
D
<
z
w
w
D
0
0
w
7.
m
m
w
O
z
<
m
0
m
<
m
0
w
J
0
z
0
w
cn
D
w
m
0
0
z
w
m
<
a �
U- cn
z
N 7;
o 0
c�
0 0
0
U
ry
o w
m
i O
c� m
`• w
v =
L �
c w
a� m
c� <
o z
� w
m
� w
o
U W
o ry
o
� m
z m
a o
= 0
w z
U
0 �.I
O LU
w
0 ry
z w
< cn
(n J
a_ <
z
w O
J cn
J V)
> w
of I.
w O
r
w m
I m
0
cD W
� o
O
m
< N W
o r z
c�
oN w
o� o
U �
c
N <
.t cn
-, E z
C14� o7
o >uj
U U
CO
w�
U
(D~ 0 cn cn
+s O cnw
z j��
m
m % <
-a z
r7 O � w
N (n D
U) T � o
= 0 �o
7�
L �o
�j
rn � M w
w o v�
w N
W' p W
X J U OO cy
GENERAL FEATURES
0 0 o
BUILDING; CANOPY; SHED
0 o
FOUNDATION; RUINS
MISCELLANEOUS BUILDING; DECK; RAMP
—�
AREA UNDER CONSTRUCTION
-- --
CONSTRUCTION FENCE LINE
-�
FENCE LINE
FLAGPOLE
HANDICAP PARKING
®
HVAC UNIT
—�
LANDSCAPE PLANTER
o
MAILBOX
�-
PILE, STOCKPILE
0
POLE
•
POST
---
RIPRAP
-r
TRAFFIC SIGN, SINGLE -POSTED SIGN
•-�
MULTIPLE -POSTED SIGN
+
STREET SIGN
O
UNIDENTIFIED FEATURE
EXISTING ASPHALT
DIRT ROAD
WETLAND
UTILITY
FEATURES
®
SATELLITE DISH
COMMUNICATION ANTENNA
ELECTRIC LIGHT POLE
•
ELECTRIC UTILITY POLE w/GUY WIRE
•Q
MONOPOLE TOWER
®
TRANSMISSION TOWER
ABOVEGROUND TRANSMISSION LINE
o
SUBSTATION
a
STORM SEWER CATCH BASIN
■
STORM SEWER DROP INLET
STORM SEWER FLARED -END SECTION
<
STORM SEWER PIPE END
ABOVEGROUND STORM SEWER LINE
UNDERGROUND STORM SEWER LINE
X
TRAFFIC LIGHT POLE
CIE
TRAFFIC LIGHT
o
TRAFFIC SIGNAL CONTROL BOX
FIRE HYDRANT
e ®
UNIDENTIFIED UTILITY FEATURE
o
UNIDENTIFIED UTILITY MANHOLE
NATURAL
FEATURES
#
BOULDER
BUSH
TREE
"<
TREE STUMP
+wr
%-A-A_A-A-A
SCRUB-BRUSH LINE
WOODS LINE
-�
LAND SUBJECT TO INUNDATION
-
CREEK; STREAM; RIVER
-
DITCH
TOPOGRAPHIC FEATURES
�pgg� INDEX CONTOUR w/LABEL
INTERMEDIATE CONTOUR
GROUND SURVEY SYMBOL LEGEND:
CALCULATED POINT
EXISTING IRON REBAR (EIR)
O EXISTING IRON PIPE (EIP)
❑ EXISTING CONCRETE MONUMENT (ECM)
♦ C.S.D. CONTROL POINT
® SANITARY SEWER MANHOLE (SMH)
® SANITARY SEWER CLEAN -OUT (CO)
® AIR RELEASE VALVE (ARV)
C ELECTRICAL BOX
D4 WATER VALVE OR VALVE BOX
El TRANSFORMER (TRAN)
`0b UTILITY POLE
LIGHT POLE
m TELEPHONE PEDESTAL (TPED)
® CURB INLET (CI)
® YARD INLET (YI)/DROP INLET (DI)
® JUNCTION BOX (JB)
$ FINISHED FLOOR ELEVATION (FFE)
DECIDUOUS TREE (SIZE AND TYPE AS NOTED)
0 CONIFEROUS TREE (SIZE AND TYPE AS NOTED)
® MONITORING WELL (MW)
® GAS METER (GM)
GROUND SURVEY LINE LEGEND:
BOUNDARY LINE PER DEEDS/PLATS AS NOTED
RIGHT-OF-WAY LINE
—ss ss ss —
SANITARY SEWER LINE
—PE PE PE-
SEWER PERMANENT EASEMENT LINE
E
EASEMENT LINE
— — — — — —
FEMA FLOODLINE
— — — — — —
FEMA A.C.F.H.
------
OLD BOUNDARY LINE
UGE UGE—
MARKED UNDERGROUND ELECTRIC LINE
FOC FOC
MARKED FIBER OPTIC CABLE/COMMUNICATIONS LINE
w
MARKED WATER LINE
GIS-FM
FORCEMAIN PER GIS
GAS
MARKED GAS LINE
0-0-0-0—
CHAIN LINK FENCELINE
OHE
OVERHEAD ELECTRIC
PROPERTY LINE
- FM FM —
FORCEMAIN
NOTE:
SOME SYMBOLOGY SHOWN IN THE EXISTING SURVEY LEGEND
MAY NOT BE FOUND IN THE SURVEY FOR THIS PROJECT.
;elif] 511viW,I
SURVEYED BY:
ADDRESS:
TELEPHONE:
DATE SURVEY COMPLETED:
GEOTECHNICAL COMPANY:
SOIL BORINGS BY:
ADDRESS:
TELEPHONE:
DATE GEOTECHNICAL
WORK COMPLETED:
N0. I DATE I DRWN I CHKD
WES COLE SURVEYING
549 ELK PARK DRIVE, SUITE 707
ASHEVILLE, NC 28804
828-251-7025
JULY 2022
WSP USA ENVIRONMENT & INFRASTRUCTURE, INC.
1308 PATTON AVENUE
ASHEVILLE, NC 28806
828-252-8130
JULY 2023
REMARKS
DESIGNED BY: M. POLLARD
DRAWN BY: J. ROBINSON
SHEET CHK'D BY: M. POLLARD
CROSS CHK'D BY: C. KOLKHORST
APPROVED BY: R. NANCE-GONZALEZ
DATE: OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
EXISTING STRUCTURE TO BE DEMOLISHED
OLD WWTP UNITS DEMOLISHED PREVIOUSLY
ASPHALT REPAIR
a
a
a4 a
a
CONCRETE REPAIR
O O O
GRAVEL REPAIR
EXISTING STRUCTURE TO BE MODIFIED
CLEAR AND GRUB
CONSTRUCTION ENTRANCE
X TREE TO BE REMOVED
ARV AIR RELEASE VALVE (ARV)
ABANDON IN PLACE
EXISTING FORCE MAIN TO
REMAIN
DEMOLISH AND REMOVE
- PROPOSED FORCE MAIN
S PROPOSED GRAVITY MAIN AND MANHOLE
LOD LOD LIMITS OF DISTURBANCE
— PE PE PE — PROPOSED PERMANENT EASEMENT
—PE LOD PROPOSED PERMANENT EASEMENT/
LIMITS OF DISTURBANCE
—TCE PE PROPOSED PERMANENT EASEMENT/
TEMPORARY CONSTRUCTION EASEMENT
— LOD TCE LIMITS OF DISTURBANCE/
TEMPORARY CONSTRUCTION EASEMENT
SF SILT FENCE
SSF SSF SUPER SILT FENCE
SILT FENCE OUTLET
16"-SBT-BV-4
NUMERICAL INDICATOR
UNIQUE NUMBER ASSIGNED
TO EACH GATE USED
(OPTIONAL IF NO SCHEDULE)
ABBREVIATION INDICATING
TYPE OF VALVE, i.e. GATE,
PLUG, BUTTERFLY, ETC
PROCESS FLOW STREAM
OR STRUCTURE
VALVE SIZE
PIPE TAG
(3) 3/4"-SHC-PVC
NUMERICAL INDICATOR
FOR MULTIPLE IDENTICAL
FLOWSTREAMS
NOMINAL PIPE SIZE '
GATE TAG
(24x36) - SBT-SG-4
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PIPE MATERIAL (OPTIONAL)
ABBREVIATED PROCESS LINE
DESCRIPTION
NUMERICAL INDICATOR
UNIQUE NUMBER ASSIGNED
TO EACH GATE USED
(OPTIONAL IF NO SCHEDULE)
ABBREVIATION INDICATING
TYPE OF GATE, i.e. SLIDE,
SLUICE, WEIR SLUICE GATE,
OR STOP PLATE
PROCESS FLOW STREAM
OR STRUCTURE
GATE SIZE
(OPTIONAL IF NO SCHEDULE)
LINE WORK FOR EXISTING ITEMS SHALL
BE SHOWN IN A CONTINUOUS LIGHT
LINE. TEXT NOTATIONS FOR EXISTING
CONDITIONS SHALL BE PLACED WITH A
FIFTEEN DEGREE OBLIQUING ANGLE
NEvy LIIVL VV VI\r\ JI IIJVLu UL
SHOWN IN A CONTINUOUS BLACK
LINE. CALL OUTS FOR NEW WORK
SHALL BE VERTICAL CAPS I
� L—
FUTURE LINE WORK SHOULD BE SHOWN
IN A PHANTOM LINE. ITEMS SHOULD BE
LABELED. TEXT NOTATIONS FOR FUTURE
CONDITIONS SHALL BE PLACED WITH A
FIFTEEN DEGREE OBLIQUING ANGLE
DRAWING SYMBOLOGY
SECTION CUT SYMBOLS
45• FROM DIRECTION
OF SECTION VIE`"I
1
G-GN-1
SECTION LINE
THIS SYMBOLOGY TO
BE USED FOR SHORT
SECTION CUTS ONLY
SECTION NUMBER
-3II�ET 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
DER LINE
SHEET WHERE
DETAIL IS LOCATEC
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
��r_Tlnnl
nPTAII
.)/ 4 = 1 -u
LEGENDS AND SYMBOLS
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 HYPHEN. IF THE SECTION IS
REFERENCED ON MULTIPLE SHEETS,
THE SHEET NUMBER SHOWN SHOULD
INDICATE THE FIRST SHEET THE
SECTION IS TAKEN FROM.
SHEET WHERE 1111111
DETAIL IS TAKEN ti4\�y„C.ApC)4,,
e�.
,•p p'
Z_ 4-
• SEAL
���•��.f•,�G1��,.�� yam.
M ichaJy�\
2023.10. 6�}V9:Aa:6Y��4'00'
PROJECT NO. 20176-265366
FILE NAME: G002NFLG.DWG
SHEET NO.
G-2
ISSUED FOR BID

GENER
SEDIMENTATION AND EROSION CONTROL NOTES
Lei 2 0 M IN
TREE ABBREVIATIONS
_
F-
12
0
U
0
z
0
F-
Q
N
m
0
_
Q
z
w
F-
cy
w
F-
F-
D
0
F-
F-
0
w
0
m
n
m
w
F-
O
z
Q
m
0
m
Q
n
m
0
w
J
0
z
0
w
D
w
m
O
F-
0
z
w
m
Q
0
z
rn Q
z �
w cn
z
V) 7;
o 0
0 0
0
0 0
0
U
o w
m
O
w
v =
c w
a) m
0 Q
o z
N w
a� m
w
4 o
U w
o cy
o
zw
Q o
0
w z
U
Of
w
0 0
o m
z w
Q
V J
m z
w O
J cn
J V)
> w
w O
Q m
w w
I m
0
Q(D o
0 0
N (If
� I w
0 cn
� z
c)
N O W
o V 0
N
� ` o
oD
c
z
E ow
>>
m
/ wU
u z U c 0
w
N o
(D w U w
v Q Q �w
E z
0 N
w J cn
U N J Z
r7 Q c <w
N z _
cnI -0 C c o
v o
> L �O
0
co w
o 0W/Nw
X J U OO ry
1. 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.
2. 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 THEIR
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.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACHIEVE THE DESIRED HORIZONTAL AND VERTICAL PIPELINE ROUTING BY
DEFLECTION OF PIPING AND JOINTS USING NO MORE THAN 75% OF THE MAXIMUM DEFLECTION RECOMMENDED BY THE PIPE
MANUFACTURER OR THRU THE USE OF FITTINGS. FITTINGS SHOWN ON PIPELINES ARE THE MINIMUM REQUIRED TO MAINTAIN
THE ALIGNMENT, BUT MAY NOT NECESSARILY BE ALL THE FITTINGS THAT WILL BE REQUIRED.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ANY TEMPORARY STORMWATER CONTROL MEASURES DURING
CONSTRUCTION.
5. CONTRACTOR SHALL NOT STORE ANY MATERIALS OR EQUIPMENT UNDER EXISTING OVERHEAD UTILITY LINES.
6. POSITIVE SHORING (I.E. NO TRENCH BOXES) SHALL BE UTILIZED IF EXCAVATION IS BEING PERFORMED WITHIN THE 1
HORIZONTAL TO 1 VERTICAL SLOPE AS MEASURED FROM THE EDGE OF PAVEMENT OF AN NCDOT ROAD TO MEET THE
REQUIREMENTS OF THE NCDOT ENCROACHMENT PERMIT AT NO ADDITIONAL COST TO THE OWNER.
7. UTILITY CROSSING DEPTHS AND DIAMETERS SHOWN IN PROFILE ARE ASSUMED UNLESS ELEVATION SPECIFICALLY STATED
OTHERWISE. GRAVITY SANITARY SEWER ELEVATIONS WERE INTERPOLATED BETWEEN UPSTREAM AND DOWNSTREAM MANHOLES. ALL
OTHER UTILITY ELEVATIONS SHOWN WERE DETERMINED BASED ON LEVEL A SUBSURFACE UTILITY ENGINEERING EXPLORATION
AND ARE APPROXIMATE BASED ON MEASUREMENTS TAKEN FROM GROUND SURFACE. CONTRACTOR IS RESPONSIBLE FOR
LOCATING ALL UTILITIES, WHETHER SHOWN OR NOT IN THE DRAWINGS, AND SHALL REPAIR ANY DAMAGE CAUSED DURING
CONSTRUCTION AT CONTRACTORS COST.
8. CONTRACTOR SHALL GET APPROVAL FROM OWNER OR ENGINEER PRIOR TO EXCAVATING WITHIN THE DRIPLINE OF ANY TREE.
TREES WITHIN THE FORCEMAIN PE SHALL BE REMOVED. CONTRACTOR SHALL GET APPROVAL FROM OWNER OR ENGINEER PRIOR
TO REMOVING ANY TREES OUTSIDE THE PE AND WITHIN THE LOD.
9. CONTRACTOR SHALL RESTORE ANY PRIVATE PROPERTY ALONG THE FORCEMAIN ALIGNMENT AFFECTED BY CONSTRUCTION
ACTIVITIES TO PRE-EXISTING CONDITIONS. AT NO ADDITIONAL EXPENSE TO THE OWNER. ALL SIGNS, MAILBOXES, IRRIGATION
LINES REMOVED OR DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REINSTALLED OR REPLACED TO THE ORIGINAL LOCATION
AND CONDITION. DRIVEWAYS, SIDEWALKS, LANDSCAPING HARDSCAPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN
KIND TO PRECONSTRUCTION CONDITIONS OR BETTER.
10. DRIVEWAY REPLACEMENT WIDTH FOR DRIVEWAYS DAMAGED BY PIPELINE CONSTRUCTION ACTIVITIES SHALL EXTEND FROM THE
EDGE OF PAVEMENT TO ROAD RIGHT OF WAY.
11. DISTURBED AREAS SHALL BE SEEDED, MULCHED AND/OR MATTED AT THE END OF EACH WORK DAY; AT A MINIMUM,
DISTURBED AREAS SHALL BE STABILIZED WITHIN FIVE WORKING DAYS OR SEVEN CALENDAR DAYS, WHICHEVER IS SHORTER.
12. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO ENSURE PROJECT SITE IS SECURE AT ALL TIMES TO PREVENT
UNAUTHORIZED ACCESS.
13. BEFORE ANY EXCAVATION, CONTRACTOR SHALL CONTACT THE LOCAL PUBLIC UTILITIES LOCATING SERVICE AT 811
(1-800-632-4949) TO LOCATE UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION, EXCLUDING WEEKENDS AND
HOLIDAYS, SO EXISTING UTILITY LOCATIONS CAN BE MARKED. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH OCCURRED THROUGH THEIR FAILURE TO LOCATE AND PRESERVE ANY AND ALL EXITING UTILITIES, STRUCTURES
OR OTHER FEATURES.
14. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND OBTAINING APPROVAL OF THEIR TRAFFIC CONTROL PLANS WITH NCDOT
AND BUNCOMBE COUNTY.
15. HORIZONTAL DATUM IS BASED UPON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM NAD 83. VERTICAL DATUM IS
BASED UPON NAVD 88.
16. CONTRACTOR SHALL NOT CREATE MORE HIGH POINTS ALONG THE FORCEMAIN THAN WHAT IS SHOWN IN THE PROFILE
DRAWINGS.
17. FORCE MAIN SHALL MEET ALL REQUIRED HORIZONTAL AND VERTICAL SEPARATIONS REQUIRED BY NCAC-15A-18C AND
NCAC-15A-02T. CONTRACTOR SHALL IDENTIFY AND RELOCATE ALL POTABLE WATER SERVICE CROSSINGS AS REQUIRED.
18. CONTRACTOR
MUST
MAINTAIN THE
REQUIRED SEPARATION BETWEEN SEWER AND UTILITIES. THE REQUIRED SEPARATION BETWEEN
SEWER AND
STORM
PIPE IS 24".
THE REQUIRED SEPARATION BETWEEN WATER AND
SEWER PIPE
IS 18"
VERTICAL OR
10" HORIZONTAL. ALL OTHER UTILITIES REQUIRE A 12" SEPARATION.
19. ALL POTENTIALLY JURISDICTIONAL SURFACE WATERS OF THE STATE OR UNITED STATES HAVE BEEN SHOWN ON THESE PLANS.
20. DISTURBANCE OF ANY SURVEY MARKERS OR MONUMENTS REQUIRES RE-ESTABLISHMENT BY A NORTH CAROLINA LICENSED
SURVEYOR AT THE CONTRACTOR'S EXPENSE.
21. ALL DISTURBED AREAS SHALL BE REGRADED TO THE ORIGINAL ELEVATION UNLESS OTHERWISE SHOWN AND RECEIVE GRASS.
22. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS, THE CONTRACTOR SHALL SUSTAIN IN THEIR PLACES AND PROTECT FROM
DIRECT OR INDIRECT DAMAGE ALL PIPES, CONDUITS, UTILITY POLES, GUIDE RAILS, GUARD POSTS, WALLS, FOUNDATIONS,
BUILDINGS, AND OTHER STRUCTURES OR PROPERTY IN THE GROUND, OR THAT MAY APPEAR IN THE TRENCH. PIPES AND
UNDERGROUND CONDUITS EXPOSED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE ADEQUATELY SUPPORTED
ALONG THEIR ENTIRE EXPOSED LENGTHS.
23. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL UTILITIES AND FOR VERIFYING, PRIOR TO THE ONSET OF
CONSTRUCTION, THE EXACT LOCATION, SIZE, AND MATERIAL OF ANY EXISTING FACILITY (OR PIPING) PROPOSED FOR
CONNECTION OR CROSSING WITH THIS PROJECT. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING EXISTING UTILITY
LINES. HAND EXCAVATION ONLY WILL BE PERMITTED IN THE VICINITY OF EXISTING PIPES AND/OR CONDUITS. ANY DAMAGE TO
UTILITIES SHALL BE REPAIRS BY CONTRACTOR AT CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S
OFFICE IMMEDIATELY REGARDING ANY CONFLICTS BETWEEN WHAT IS SHOWN HEREIN AND ACTUAL CONDITIONS DISCOVERED
DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS.
24. ALL OPEN ENDS OF PIPE SHALL BE SECURED WITH WATER TIGHT PLUGS AT THE END OF EACH WORK DAY.
THE
FOLLOWING SCHEDULE WILL BE REQUIRED DURING CONSTRUCTION:
ACFH
ANNUAL CHANCE FLOOD HAZARD
AG
ABOVE GRADE
1.
POST EROSION AND SEDIMENT CONTROL PLACARD AT ALL LOCATIONS WHERE WORK IS BEING
AVE
AVENUE
PERFORMED.
BG
BELOW GRADE
2.
HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
CAV
COMBINATION AIR VALVE
CONTACT NCDEQ AND BUNCOMBE COUNTY TO NOTIFY OF PRE -CONSTRUCTION MEETING.
CL
CENTERLINE
CLF
CHAIN LINK FENCE
3.
NOTIFY THE PERMITTING AGENCY (NCDEQ LAND QUALITY SECTION INSPECTOR, REGIONAL OFFICE)
48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITIES.
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
4.
IDENTIFY THE LIMITS OF DISTURBANCE.
CT
COURT
5.
INSTALL APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS DIRECTED IN THE
DB
DEED BOOK
APPROVED PLAN.
DHMH
DOGHOUSE MANHOLE
6.
FINISH MOBILIZING EQUIPMENT.
DI
DUCTILE IRON
DIA
DIAMETER
7.
IMMEDIATELY STABILIZE ALL DISTURBED AREAS WITH VEGETATION WITHIN THE TIME FRAMES
REQUIRED PER CONSTRUCTION DETAILS.
DIP
DUCTILE IRON PIPE
DR
DRIVE
8.
CONTRACTOR SHALL LIMIT DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END
OF EACH WORK DAY.
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON ROD
9.
CONTRACTOR MUST STABILIZE ALL AREAS WHERE WORK WAS PERFORMED WITHIN 7 DAYS.
EL
ELEVATION
10.
EXCAVATED MATERIAL STORAGE SHALL NOT BE PLACED ONTO THE PAVEMENT OF NCDOT STATE
EX
EXISTING
MAINTAINED ROADS. SILT AND MUD SHALL BE REMOVED FROM PAVEMENT BY SWEEPING ON A
DAILY BASIS AT A MINIMUM.
EOP
EDGE OF PAVEMENT
FM
FORCE MAIN
11.
INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND AFTER RAINFALL EVENTS.
GV
GATE VALVE
MAKE ANY NEEDED REPAIRS IMMEDIATELY. MAINTAIN RECORDS ON SITE USING STORMWATER
INSPECTION MONITORING FORMS TITLED "INSPECTION AND MONITORING RECORDS FOR ACTIVITIES
HORZ
HORIZONTAL
UNDER STORMWATER GENERAL PERMIT NCGO10000 AND SELF -INSPECTION RECORDS FOR LAND
DISTRIBUTING ACTIVITIES PER G.S. 1 13A-54.1 " FROM NCDEQ.
HWY
HIGHWAY
INV
INVERT
12.
CURB INLET PROTECTION DEVICES SHALL BE INSTALLED AT ALL CURB INLETS THAT WILL RECEIVE
LA
LANDSCAPED AREA
SEDIMENT RUNOFF FROM THE WORK AREA OR AS SHOWN ON THE DRAWINGS.
LF
LINEAR FEET
13.
CONTACT NCDEQ UPON PROJECT COMPLETION AND ESTABLISHMENT OF PERMANENT GROUNDCOVER
LN
LANE
FOR PROJECT CLOSEOUT.
LOD
LIMITS OF DISTURBANCE
14.
CONTRACTOR TO INSTALL COIR FIBER WATTLES AFTER CONSTRUCTION IN AREA IS COMPLETE.
MIN
MINIMUM
MH
MANHOLE
15.
AFTER LOCATIONS WHERE WORK IS PERFORMED AND ARE STABILIZED, REMOVE AND DISPOSE OF
ALL TEMPORARY EROSION CONTROL MEASURES.
MSD
METROPOLITAN SEWERAGE DISTRICT
NCDOT
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
16.
DISTURBANCE SHALL BE LIMITED TO THE LIMITS OF DISTURBANCE SHOWN HEREIN.
NTS
NOT TO SCALE
17.
EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO PERFORMING ANY
PB
PAGE BOOK
LAND DISTURBING ACTIVITIES IN ANY AREA AND MAINTAINED DURING WORK AND REMOVED WHEN
WORK IS COMPLETED.
PDE
PERMANENT DRAINAGE EASEMENT
PG
PAGE
18.
SEDIMENT AND EROSION CONTROL SHALL COMPLY WITH THE PRACTICES OUTLINED IN THE DESIGN
STANDARDS IN SENSITIVE WATERSHEDS (15A NCAC 4B.0124) AND WETLANDS.
PS
PUMP STATION
PVC
POLYVINYL CHLORIDE
19.
SILT FENCE, WHERE CALLED FOR ON THE DRAWINGS, SHALL BE SPACED APPROXIMATELY 1'
R/W
RIGHT OF WAY
INSIDE OF LOD. CONTRACTOR SHALL DETERMINE ACTUAL SPACING BASED ON FIELD CONDITIONS.
RCP
REINFORCED CONCRETE PIPE
20.
CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PROVIDE
RD
ROAD
ADEQUATE DRAINAGE AND PREVENT POOLING OR FLOODING OF SURROUNDING AREAS. EXISTING
DRAINAGE SWALES IMPACTED DURING CONSTRUCTION SHALL BE REINSTATED AND REPAIRED TO
SS
SANITARY SEWER
EXISTING OR BETTER THAN EXISTING CONDITIONS.
SSMH
SANITARY SEWER MANHOLE
21.
NO MAJOR GRADING ACTIVITIES OR BASIN CONSTRUCTION ARE TO TAKE PLACE DURING WET
ST
STREET
WEATHER OR PERIODS OF PREDICTED WET WEATHER.
STA
STATION
22.
CONTRACTOR SHALL TAKE NECESSARY STEPS TO LIMIT THE EXTENT AND DURATION OF
SR
STATE ROAD
CONSTRUCTION ACTIVITIES WITHIN WETLANDS AND RIPARIAN AREAS.
TBM
TEMPORARY BENCHMARK
TH
TEST HOLE
TP
TRAVERSE POINT
TYP
TYPICAL
U/G
UNDERGROUND
UT
UNDERGROUND TELEPHONE
VERT
VERTICAL
W/
WITH
WL
WATER LINE
WM
WATER METER
APP
APPLE
B. ELDR
BOX ELDER
B.W.
BASSWOOD
BCH
BEECH
B.G.
BLACK GUM
BIR
BIRCH
BCK
BUCKEYE
B.O.
BLACK OAK
C.A.
CRAB APPLE
CAT
CATALPA
CED
CEDAR
CHN
CHESTNUT
CHR
CHERRY
CMY
CRAPE MYRTLE
C.O.
CHESTNUT OAK
D.T.
DEAD TREE
D.W.
DOGWOOD
HEM
HEMLOCK
HIC
HICKORY
HOL
HOLLY
J.M.
JAPANESE MAPLE
LOC
LOCUST
MAG
MAGNOLIA
MAP
MAPLE
MIM
MIMOSA
ORN
ORNAMENTAL
PER
PERSIMMON
POP
POPLAR
R.O.
RED OAK
S.G.
SWEET GUM
S.M.
SILVER MAPLE
SPR
SPRUCE
S.W.
SOURWOOD
SYC
SYCAMORE
U.T.
UNIDENTIFIED TREE
WAL
WALNUT
WIL
WILLOW
W.O.
WHITE OAK
W.P.
WHITE PINE
25. 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
4x\� -CA
OF SPILL OR EXISTING SEWER DAMAGE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY IN THE
ti is (�if�
EVENT OF A SPILL OR EXISTING SEWER DAMAGE.
�Q•'g
2:
SEAL: =
26. ANY STOCKPILE STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
04546,
WASTES SHALL BE LOCATED NO CLOSER THAN 50 FEET FROM SURFACE WATERS AND STORM DRAIN INLETS.IN
27. WATER FROM THE FRENCH BROAD RIVER MAY BE USED FOR TESTING BYPASS SYSTEMS PROVIDED THE WITHDRAWAL DOES NOT
Micha�e�(r�4oRe�,
EXCEED 100,000 GALLONS PER DAY. IF IT DOES, THE CONTRACTOR MUST REGISTER THE WITHDRAWAL
WITH DWR.
2023.10).fY��1l'00'
DESIGNED BY: R. NANCE-GONZALEZ
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
PROJECT N0. 20176-265366
DRAWN BY:R. NANCE-GONZALEZCDM
FILE NAME: G003NFNT.DWG
SHEET CHK'D BY: M. POLLARD
C. KOLKHORST
Smith
WEAVERVILLE PUMP STATION AND
GENERAL NOTES AND ABBREVIATIONS
SHEET NO.
CROSS CHK'D BY:
4600 Park Road
G'3
-
APPROVED BY: R. NANCEGONZALEZ
Charlotte, NC 28203
FORCE MAIN SYSTEM IMPROVEMENTS
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DATE: OCTOBER 2023
Tel: [phone]
ISSUED FOR BID

0
U rr
hL. yg
� �kLil ,t •ti{'• � n u "T
N
0
O
w
{�
Ld
S
EMS REEK
RE
O
S
O
Ld
7
bi
W
C-103
z �r
Q
tr
o H/DDEjVFALLS DR oo C-106•+
F
F
Z
W
cn
D
m
n #
O
O
Z
w
a S
Y �
W co
-�t :5
O 0
O O
U
O w
W' 1 y
W
a S
N ~
<q) Ld
Q o
o z
/ w
w t• * 5
LZ _
U Ld
0
Q < h
Z �
w
0 Ld
>
0 w r �4
Q
Z
J
J �
V)
LLJ
Ld o y+ n aF
w
m
0
c0 W
LO >
(0 O -
N W
Q (.0 F
C14 r Z
Q rrj O 04 U)
/ Ld
g O I 0
T C 0
u N Q
�04E
N U)p W
W
Ernes >> S
0 � O
E �' w
W Y ,o
I— i- O W
(2 0 c
U W
z Q =
U Lu OZ /
m -004 Q Z
N u0i D
U) T o
= o cILI-
aL C)o
w REV
� N w N0. DATE DRWN CHKD
X J U OO 0�
PUMP STATION 1
C-301
A -e
REMARKS
O97
rr^^O
VO
�x
4:
�w
C 'rQ
`cos
S.
F,
4.
Y '
*t
C-306
n
IvER
opp R
gR
FRE
■l
DESIGNED BY: M. POLLARD CDNI
DRAWN BY: J. ROBINSON
SHEET CHWD BY: M. POLLARD Smith
CROSS CHK'D BY: C. KOLKHORST
R. NANCE-GONZALEZ 4600 Park Road
APPROVED BY: Charlotte, NC 28203
DATE: OCTOBER 2023 Tel: [phone]
.0.
Yes •fix ��a �•L�-. �i
z
ti
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
l
,� y • • r .� .r •�k'` it i
- 1. •� �: �+, .
KEY MAP
_-. +fir.---• i'^"•
�rr
250 0 500
r.
R/ fi&RS/pLc pR
�a
`��tllll�If�}f FI
x x
74 045415,
SEAL $
•• -
Micha j �o1lp10�
2023.10.1fl:i '
PROJECT NO. 20176-265366
FILE NAME: G004NFKM.DWG
SHEET NO.
G-4
ISSUED FOR BID

cn
7
0
U
L�
0
z
0
Q
N
Fy
0
Q
z
LLJ
w
O
U
w
0
m
m
m
LLJ
0
z
Q
m
ry
ry
Q
m
O
LLJ
J
0
z
0
LLJ
cn
w
m
0
F-
I-
0
z
LLJ
m
Q
0
z
Q
U)
7
0
U
ILL.
0
ry
w
n
0
m
n
LLJ
w
ry
Q
z
w
m
LLJ
IJ
Q
m
O
m
0
U
z
Lei
U
w
J
Q
z
0
rn
U)
LLJ
ILL.
O
m
m
m
0
LLJ
0
0
7
m z
C)
00 U)
LLJ
0
0 0
z
Q
rn
o�
��o �w�
Q o Q
O N w O
ui 0 m w
(v E / cn
04 Cnw
E
Q �0_of 04 m
vi
/ Q z
LJ
N U) _
U)
:2 �o
>
0 a 0O
I
CO Lv
CD vn
/Nw
X J U OO Cy
2018 APPENDIX B
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS
(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)
Name of Project: WEAVERVILLE PUMP STATION AND FORCE MAIN SYSTEM IMPROVEMENTS
Address: 2225 RIVERSIDE DRIVE, ASHEVILLE, NC Zip Code 28804
Proposed Use: ELECTRICAL BUILDING
Owner or Contact Person: SHAUN ARMISTEAD Phone # [phone]
Owned By: ❑ City/County Private State ■ Authority
Code Enforcement Jurisdiction: ❑ City ■ County BUNCOMBE
LEAD DESIGN PROFESSIONAL: --
*1 - PROVIDED DISCIPLINE SPECIFIC INFORMATION FOR THIS BUILDNG CODE SUMMARY
DESIGNER FIRM NAME LICENSE # TELEPHONE # EMAIL ADDRESS
Architectural CDM ARCHITECTS MICHAEL T. ALFORD 11648 [phone] [e-mail]
Civil CDM SMITH BILL MASON 026894 [phone] _ [e-mail]
Electrical CDM SMITH JOE DOUGHNEY 044993 [phone] [e-mail]
Fire Alarm N/A N/A N/A N/A _ N/A
Plumbing N/A N/A N/A N/A _ N/A
Mechanical(Civil/Environ) CDM SMITH CARL FRIZZELL XX [phone] [e-mail]
Sprinkler -Standpipe N/A N/A N/A N/A N/A
Structural CDM SMITH JUSTIN BOGGS 036223 [phone] [e-mail]
Retaining Walls >5' High N/A N/A N/A N/A N/A
HVAC - PROCESS AREA CDM SMITH JOSHUA A. GARZIONE 082162 [phone] [e-mail]
2018 YEAR EDITION OF NC CODE FOR: ■ New Construction ❑ Addition ❑ uplift
EXISTING: Reconstruction Alteration ❑ Repair ❑ Renovation
CONSTRUCTED ORIGINAL USE RENOVATED CURRENT USE
OCCUPANCY CATEGORY (TABLE 1604.5) CURRENT PROPOSED
BUILDING DATA
Construction Type: I -A I-B II -A ■ II-B III -A III-B
IV V-A V-B
Mixed construction: ■ NO YES Types
Sprinklers: ■ NO ❑ YES NFPA 13 NFPA 13R ❑ NFPA 13D
Standpipes: ■ NO ❑ YES Class 1 II III ❑ Wet ❑ Dry
Fire District: ■ NO ❑ YES
Flood Hazard Area: ■ NO YES
Building Height: 15- 0" Feet 1 Number of Stories
Mezzanine: ■ NO L, YES
High Rise: ■ NO ❑ YES Central Reference Sheet # (if provided)
Gross Building Area:
FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB -TOTAL
1st Floor -- 600 600
TOTAL OCCUPIED SPACE 600
ACCESSIBILITY: WASTEWATER TREATMENT PUMP STATIONS FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE,
REPAIR AND MONITORING ARE NOT REQUIRED TO BE ACCESSIBLE PER SECTION 1103.2.9 OF THE
INTERNATIONAL BUILDING CODE.
ALLOWABLE AREA
Primary Occupancy: ❑ Assembly A-1 A-2 ❑ A-3 A-4 A-5
El Business ❑ Educational ■ Factory -Industrial ❑ F-1 Moderate ■ F-2 Low
G Hazardous ❑ H-1 Detonate ❑ H-2 Deflagrate _ H-3 Combust ❑ H-4 Health H-5 HPM
❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 1-4
1-3 Condition ❑ 1 ❑ 2 ❑ 3 ❑ 4 5
❑ Mercantile ❑ Residental ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4
C Storage ❑ S-1 Moderate ❑ S-2 Low High -Piled
E Utility and Miscellaneous ❑ Parking Garage Open Enclosed G Repair Garage
Secondary Occupancy: N/A
Incidental Uses (Table 509): N/A
Special Uses: ❑ 402 C 403 ❑ 404 ❑ 405 ❑ 406 ❑ 407
❑ 408 ❑ 409
❑ 411 E 412 ❑ 413 ❑ 414 ❑ 415 ❑ 416
❑ 417 ❑ 418
❑ 420 ❑ 421 ❑ 422 ❑ 423 ❑ 424 ❑ 425
❑ 426 ❑ 427
Special Provisions: ❑ 509.2 ❑ 509.3 509.4 509.5 ❑ 509.6
509.7
Mixed Occupancy: ■ NO ❑ YES Separation: Hr. Exception:
❑ Incidental Use Separation (508.2.5)
This separation is not exempt as a Non -Separated Use (see exceptions).
❑ Non -Separated Use (508.3)
The required type of construction for the building shall be determined by applying the height
and area limitations for each of the applicable occupancies to the entire buidling. The most
restrictive type of construction, so determined, shall apply to the entire building.
Separated Use (508.4) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual
floor area of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A Actual Area of Occupancy B
+
<1
Allowable Area of Occupancy A Allowable Area of Occupancy B
❑ 410
❑ 419
509.8
...... = <1.00
STORY NO.
DESCRIPTION
(A)
(B)
(C)
(D)
AND USE
BLDG AREA
TABLE 506.24
AREA FOR
ALLOWABLE AREA
PER STORY
AREA
FRONTAGE
PER STORY OR
(ACTUAL)
INCREASE1,5
UNLIMITED2,3
1
F-2 600 SF
23,000
N/A
N/A
i. rrontage area Increases trom Section bub.3 are computea tnus:
a. Perimeter which fronts a public way or open space having 20 feet minimum width = (F)
b. Total Building Perimeter = (P)
c. Ratio (F/P) _ (F/P)
d. W = Minimum width of public way = (W)
e. Percent of frontage increase If= 100[F/P-0.25]x W/30
2. Unlimited area applicable under conditions of Section 507.
3. Maximum Building Area = total number of stories in the building x D (maximum 3 stories) (506.2).
4. The maximum area of parking garages must comply with 406.5.4.
5. Frontage increase is based on the unsprinklered area value in Table 506.2
REV.
I DATE I DRWN I CHKD
REMARKS
DESIGNED BY:_
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY
APPROVED BY:
DATE:
ALLOWABLE HEIGHT
ALLOWABLE INCREASE FOR SHOWN ON PLANS I REFCODE SPRINKLERS
Type of Construction Type II-B Type II-B
Building Height in Feet (Table 504.3)2 Feet 55'-0" Feet=H+20' N/A Feet 15'-0"
Building Height in Stories (Table 504.4)"' Stories 3 Stories+1= N/A Stories 1
1. Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.4.
2. The maximum height of air traffic control towers must comply with Table 412.3.1.
3. The maximum height of open parking garages must comply with Table 406.5.4.
FIRE PROTECTION REQUIREMENTS
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
(FEET)
RATING
DETAIL #
AND
SHEET #
DESIGN #
FOR
RATED
ASSEMBLY
SHEET #
FOR
RATED
PENETRATION
SHEET #
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W/
REDUCTION)
Structural frame,
including columns, girders,
trusses
Bearing walls
Exterior
North
East
West
South
Interior
Nonbearing walls and
partitions
Exterior
North
East
West
South
Interior walls and partitions
N/A
I 28'
>30'
N/A
0
0
>30'
0
>30'
0
N/A
N/A
N/A
N/A
N/A
N/A
--
N/A
N/A
N/A
N/A
0
Floor construction
including supporting beams
and joists
Floor Ceiling Assembly
Columns Supporting Floors
Roof Construction, including
supporting beams and joists
Roof Ceiling Assembly
Columns Supporting Roof
Shaft Enclosures - Exit
Shaft Enclosures - Other
Corridor Separation
Occupancy/ Fire Barrier Separation
Party/Fire Wall Separation
Smoke Barrier Separation
Tenant/Dwelling Unit/
Sleeping Unit Separation
Smoke Barrier Separation
0
N/A
N/A
0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
* Indicate section number permitting reduction
PERCENTAGE OF WALL OPENING CALCULATIONS
FIRE SEPARATION DISTANCE
DEGREE OF OPENINGS
(FEET) FROM PROPERTY LINES
PROTECTION
ALLOWABLE AREA
ACTUAL SHOWN ON PLANS
(TABLE 705.8)
%
%
N/A
N/A
N/A
N/A
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting: NO ■ YES
Exit Signs: NO ■ YES
Fire Alarm: ■ NO YES
Smoke Detection Systems: ■ NO YES Partial
Panic Hardware: NO ■ YES
Carbon Monoxide Detection: ■ NO YES
LIFE SAFETY PLAN REQUIREMENTS
Life Safety Plan Sheet # A-100
Fire and/or smoke related wall locations (Chapter 7)
Assumed and real property line locations
Exterior wall openings area withe respect to distance to assumed property lines (705.8)
Exterior structures within 30' of the proposed building
■ Occupancy types for each area as it relates to occupant load calculation (Table 1004.1.2)
Occupant loads for each area
■ Exit access travel distances (1017)
Common path of travel distances (1006.2.1 & 1006.3.2(1))
Dead end lengths (1020.4)
■ Clear exit widths for each exit door
Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)
Actual occupant load for each exit door
A seperate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for
purposes of occupancy separation
LJ Location of doors with panic hardware (1010.1.10)
❑ Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)
❑ Location of doors with electromagnetic egress locks (1010.1.9.9)
❑ Location of doors equipped with hold -open devices
❑ Location of emergency escape windows (1030)
❑ The square footage of each fire area (202)
❑ The square footage of each smoke compartment (407.5)
❑ Note any code exceptions or table notes that may have been utilized reagrding the items listed above
ACCESSIBLE PARKING
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE DESIGNATION
MINIMUM
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGEMENT MEANS OF
EGRESS1,3 (SECTION 1015.2)
REQUIRED
SHOWN ON
ALLOWABLE TRAVEL
ACTUAL TRAVEL
REQUIRED
ACTUAL
PLANS
DISTANCE
DISTANCE SHOWN
DISTANCE
DISTANCE
(TABLE 1017.2)
ON PLANS
BETWEEN
SHOWN
EXIT DOORS
ON PLANS
ELECTRICAL ROOM
1
1
300'
19'-01,
N/A
N/A
1. Corridor dead ends (Section 1018.4)
2. Building with single exits (Table 1021.2), Spaces with one means of egress (Table 1006.2.1)
3. Common Path of Travel (Section 1029.8)
EXIT WIDTH
USE GROUP OR
(a)
(b)
(c)
EXIT WIDTH
(in) 2,3,4,5,E
AREA
AREA
CALCULATED
EGRESS WIDTH
REQUIRED WIDTH
ACTUAL WIDTH
SPACE DESCRIPTION
(SQ. FT)
PER OCCUPANT
OCCUPANT
PER OCCUPANT
(SECTION 1005.1)
SHOWN ON PLANS
OCCUPANT
LOAD
(TABLE 1005.1)
(a : b) x c
(TABLE
(ate)
1004.1.1)
STAIR
LEVEL
STAIR
TLEVEL
STAIR
LEVEL
F_2 600 100 GROSS 6 .3 .2 N/A 1.2 N/A 34
1. See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area, Net" (Section 1002)
2. Footnote deleted.
3. Minimum stairway width (Section 1009.1); min. corridor width (Section 1020.2); min. door width
(Section 1008.1)
4. Minimum width of exit passageway (section 1021.2)
5. The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the
total required (section 1005.1)
6. Assembly occupancies (Section 1025)
STRUCTURAL DESIGN
DESIGN LOADS:
Importance Factors: Wind I W
Snow I S
Seismic I E
Live Loads: Roof
Mezzanine
Floor
Ground Snow Load: 15 psf
Wind Load: Basic Wind Speed
Exposure Category
SEISMIC DESIGN CATAGORY
Provide the following Seismic Design Parameters:
Occupancy Category (Table 1604.5)
Spectral Response Acceleration
Site Classification (ASCE7)
Data Source
Basic Structural System (check one)
1.0
1.10
1.25
20 psf
N/A psf
300 psf
120 mph (ASCE-7)
C
A B ■ C
X
I ❑ II ■ III ❑ IV
SS 0.313 %g S 1 0.109 _ %g
-1 A ❑ B ❑ C ■ D
❑ Field Test ■ Presumptive Historical Data
■ Bearing Wall ❑ Dual w/Special Moment Frame
Building Frame ❑ Dual w/Intermediate R/C or Special Steel
Moment Frame ❑ Inverted Pendulum
Analysis Procedure Simplified ■Equivalent Lateral Force
Architectural, Mechanical, Components anchored? Yes ■ No
LATERAL DESIGN CONTROL: Earthquake Wind ■
SOIL BEARING CAPACITIES:
SOIL BEARING CAPACITIES:
Field Test (provide copy of test report) N/A psf
Presumptive Bearing capacity psf
Pile size, type, and capacity N/A
PLUMBING FIXTURE REQUIREMENTS
Dynamic
USE
SPACE EXISTING
NEW
REQUIRED
WATERCLOSETS
URINALS
N/A
LAVATORIES
SHOWERS/
TUBS
N/A
DRINKING FOUNTAINS
MALE FEMALE UNISEX
N/A N/A N/A
MALE FEMALE UNISEX
N/A N/A N/A
REGULAR ACCESSIBLE
N/A
N/A
LOT OR
PARKING AREA
TOTAL # OF SPACES
# OF ACCESSIBLE SPACES PROVIDED
TOTAL #
ACCESSIBLE
PROVIDED
REQUIRED
PROVIDED
REGULAR WITH 5'
ACCESS AISLE
VAN SPACES WITH
132" ACCESS AISLE
8' ACCESS AISLE
TOTAL
C. SOLLOG
B. SANTOS
C. SOLLOG
A. CULP
M. ALFORD
SEPTEMBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
*ACTUAL OCCUPANT LOAD OF BUILDING LESS THAN 15. SEPARATE FACILITIES NOT REQUIRED PER EXCEPTION NO. 2 SECTION 403.2
INTERNATIONAL PLUMBING CODE. DRINKING FOUNTAIN NOT REQUIRED PER NOTE f TABLE 403.1 INTERNATIONAL PLUMBING CODE.
CARO�''�,,
o �OFESS/p ��9��-=
oo
SE L e
2 J�� q4 0•
_. •
i� 000 GINV_e . O�,
- ; •.....••• P
M M
'''''�I,,,,/ -11R1; 11 ``\�illiam R Mason
NC PE #026894
2023.10.06 15:59:23-04'00'
CARp000e
IS,
�`y'° F�S /AV o '--
f/ oo 036223
• oo
oo �NGINEF-m
/BO N GS, ,
' S.
Digitally signed by Justin S Boggs
Date: 2023.10.06 16:40:53-04'00'
CIVIL STRUCTURAL
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
\\a�auu�uu�aa,�
��.��FESS/pN•.•�y ��
•' Q 9�•;
SEAL
044993 _
�0
A •:,NGINEB-�;: 0
P00ney IV
.10 2023. 8:39-04'00'
q1111*01:1[•L111111
ENERGY SUMMARY
ENERGY REQUIREMENTS:
The following data shall be considered minimum and any special attribute required to meet the energy cod
shall also be provided. Each Designer shall furnish the required portions of the project information for the
plan data sheet. If energy cost budget method, state the annual energy cost budget vs allowable annual
energy cost budget.
Existing building envelope complies with code: N/A
Exempt Building: Provide code or statutory reference:
Climate Zone: 3 ■ 4 5
Method of Compliance: *" ❑ Prescriptive (Energy Code) ❑ Performance (Energy Code)
❑ Prescriptive (ASHRAE 90.1) E Performance (ASHRAE 90.1)
THERMAL ENVELOPE
Roof/ceiling Assembly (each assembly)
Description of assembly - Insul Below Deck Floors over unconditioned space
U-Value of total assembly - 0.05 (each assembly)
R-Value of insulation - 19 Description of assembly - N/A
Skylights in each assembly - N/A U-Value of total assembly -N/A
U-Value of skylight - N/A R-Value of insulation - N/A
Total square footage of skylights
in each assembly - N/A
Exterior Walls (each assembly) Floors slab on grade
Description of assembly - Insulated Precast Concrete Description of assembly - Concrete
U-Value of total assembly - 0.07 R-Value of insulation - Not Required
R-Value of insulation - 15 Horizontal requirements - Not Required
Opening (windows or doors with glazing) Vertical requirements - Not Required
U-Value of assembly - N/A slab heated - N/A
Solar heat gain coefficient - N/A
projection factor - N/A
Door R-Values - 0.70
Walls below grade (each assembly)
Description of assembly - N/A
U-Value of total assembly - N/A
R-Value of insulation - N/A
ELECTRICAL SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENT
Method of Compliance:** ❑ Prescriptive (Energy Code) ❑ Performance (Energy Code)
❑ Prescriptive (ASHRAE 90.1) ❑ Performance (ASHRAE 90.1)
Lighting schedule
lamp type required in fixture -
number of lamps in fixture -
ballast type used in the fixture -
number of ballasts in fixture -
total wattage per fixture -
total interior wattage specified vs allowed - *`
total exterior wattage specified vs allowed - **
Additional Prescriptive Compliance
L_ C406.2 More Efficient Mechanical Equipment
❑ C406.3 Reduced Lighting Power Density
❑ C406.4 Enhanced Digital Lightning Controls
❑ C406.5 On -Site Renewable Energy
❑ C406.6 Dedicated Outdoor Air System
❑ C406.7 Reduce Energy Use in Service Water Heating
MECHANICAL SUMMARY
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
Method of Compliance: ** Prescriptive ❑ Energy Cost Budget
Climate Zone **
Thermal Zone Mechanical Spacing Conditioning System
winter dry bulb -** Unitary
summer dry bulb - ** description of unit - **
Interior design conditions heating efficiency -**
winter dry bulb -** cooling efficiency -**
summer dry bulb - ** size category of unit - **
relative humidity - ** Boiler
Size category. - If oversized, state reason: N/A
Building heating load - ** Chiller
Building cooling load - ** Size category. - If oversized, state reason: N/A
List equipment efficiencies
Equipment schedules with motors (mechanical systems) - Refer to HVAC Schedules
**THE ELECTRICAL ROOM IS EXEMPT FROM THE REQUIREMENTS OF THE NORTH CAROLINA ENERGY
CONSERVATION CODE. CHAPTER 1, SECTION 101 OF THE ENERGY CONSERVATION CODE DEFERS TO
ASHRAE/IESNA STANDARD 90.1 -ENERGY STANDARD FOR BUILDINGS EXCEPT LOW RISE RESIDENTIAL
BUILDINGS. FOR COMMERCIAL BUILDINGS, THE APPLICABLE EXEMPTION FROM ASHRAE 90.1 IS
PARAGRAPH 2.4:
C101.2: "ENERGY EXPENDED IN SUPPORT OF PROCESS ENERGY APPLICATIONS DOES NOT INVOKE ENERGY
CONSERVATION CODE REQUIREMENT OR BUILDING THERMAL ENVELOPE REQUIREMENTS UNLESS OTHERWISE
REQUIRED IN SPECIFIC SECTIONS OF THIS CODE."
2.4: "THIS STANDARD SHALL NOT BE USED TO CIRCUMVENT ANY SAFETY, HEALTH, OR ENVIRONMENTAL
REQUIREMENTS."
THE ELECTRICAL ROOM IS A NORMALLY UNOCCUPIED AREA ON A WASTEWATER TREATMENT PLANT SITE
THAT HOUSES ELECTRICAL EQUIPMENT ESSENTIAL TO THE WASTEWATER TREATMENT PROCESS. THE
ELECTRICAL ROOM COOLING EQUIPMENT PROVIDES SPACE CONDITIONING FOR THE EQUIPMENT ONLY. THE
HEATING SYSTEMS PROVIDED ARE FOR FREEZE PROTECTION ONLY.
,.•'�N CARp''•..
ESS/�
�.•'�O�•••••.�ij�•
ys9
�[dfdhw •:
zione
9 5100
'i��AtMM 5:54:43-04'00'
HVAC & PLUMBING
tt,
_A �h'tecfUr s
v 51464 - n
rNorth Carolina 0
ePS� P
r_vz.�a::x.�r�r�.z•�:11•�:z_�:�•�.I
APPENDIX B CODE SUMMARY
ELECTRICAL BUILDING
L T. 44A%
•;Vic, A
'0
.0
1 Q;
_-
� •••. �'Tjf CARp
T LAV491 �
20Z5��a�'1 l 5�27 44-04'00'
PROJECT NO. 20176-265366
FILE NAME: G005CODE.DWG
SHEET NO.
G-5
ISSUED FOR BID

F-
V)
7
0
O
0
z
0
F-
Q
N_
cy
O
Q
Li WELL HOUSE
W I_
0
_
0' I
z O FLOW
0 5 METER
cn
w
m
0
O
z
w
Of
Q
0
z
Q
c
3 �
v 0
U U
U
z 0
co
O
O
w
p a-
p O
2.1
U a-
O w
LLI
Q
v
L Z
m
C w
C9 w
AREA CLASSIFICATION PUMP STATION NO.1 SITE PLAN
PLAN
=
1 ELECTRICAL BUILDING BUILDING
0
0
w
PUMP STATION WET
�
2 WET WELL
0
WELL
U
�
m
o
z:07
3 INFLUENT CHANNEL CHANNEL
a -
z w
w0
w 4 VALVE VAULT
a u�
OJ
Q
p z
z o
DRY N/A
WET/CORROSIVE N/A
WET/CORROSIVE N/A
BELOW GRADE VAULT WET/CORROSIVE N/A
Q cn 5 FLOW METER VAULT BELOW GRADE VAULT WET/CORROSIVE N/A
cn w
a L�
0
J W
BELOW GRADE
w m 6 INFLUENT MANHOLE WET/CORROSIVE N/A
MANHOLE
0
w
3 0
1
co �
^, a K) z
n
p� O co
N w
00
n 0
0
o z
N Q
cn O cn
a. c
z
N
M --�' pLLI
O O t
O N!_' >�
U O cN O
w
N � �
��U �cwn
a r-- O
W z p
U
Ncn
O/
N a' m
cn >` U O
p C =w
u v L O
N co 1,4 U
w c N0. DATE DRWN CHKD REMARKS
X J U c O
N
1" = 20'
0 20
E
PASS
MP
-LUENT 6
NHOLE O
i
® VAULT \
EXISTING 250KVA
\ \\
STANDBY DIESEL
GENERATOR
VALVE "�\
VAULT
0y
Irp
................. .
F �
I
AREA CLASSIFICATION PUMP STATION NO.2 SITE PLAN
PLAN
N
1" = 20'
10 0 20
RIGID
UNCLASSIFIED
N/A
N/A N/A
NEMA 1A
STEEL
GALVANIZED
N/A
GALVANIZED
GALVANIZED
ALUMINUM
NEMA 4X
REFER TO DETAIL W ON THIS SHEET. LOCATE
4.2.2 ROW 14
LESS THAN 12
RIGID
CLASS I, DIV 1
N/A
OUTISDE
316SS
N/A
N/A
316SS
316SS
ELECTRICAL EQUIPMENT OUTSIDE CLASSIFIED
LINE a
ACH
ALUMINUM
ENVELOPE
AREAS, ELSE NEMA 7 REQUIRED.
4.2.2 ROW 31
LESS THAN 12
NEMA 4X
RIGID
LOCATE ELECTRICAL EQUIPMENT OUTSIDE
CLASS I, DIV 1
NR
OUTISDE
316SS
N/A
316SS
316SS
316SS
LINE a
ACH
ENVELOPE
ALUMINUM
CLASSIFIED AREAS, ELSE NEMA 7 REQUIRED.
NEMA 4X
REFER TO DETAIL W ON THIS SHEET. NEMA 4X 316
ROW 29
RIGID
CLASS I, DIV 2
L
LINE
LINE a
NNV NR
OUTISDE
316SS
ALUMINUM
N/A
ALUMINUM
316SS
316SS
SS ELECTRICAL EQUIPMENT WHEN LOCATED
ENVELOPE
OUTSIDE CLASSIFIED AREAS, ELSE NEMA 7
REFER TO DETAIL W ON THIS SHEET. NEMA 4X 316
NEMA
NEMA 4X
4.2.2 ROW 34
RIGID
SS ELECTRICAL EQUIPMENT WHEN LOCATED
CLASS I, DIV 2
NNV NR
E
316SS
N/A
N/A
316SS
316SS
LINE A
ENVELOPE
ALUMINUM
OUTSIDE CLASSIFIED AREAS, ELSE N EMA 7
REQUIRED.
NEMA 4X
NEMA 4X 316 SS ELECTRICAL EQUIPMENT WHEN
RIGID
CLASS I, DIV 1
4.2.2 ROW 19
NNV NR
OUTISDE
316SS
ALUMINUM
N/A
N/A
316SS
316SS
LOCATED OUTSIDE CLASSIFIED AREAS, ELSE NEMA 7
ENVELOPE
REQUIRED.
ACH - AIR CHANGES PER HOUR
N/A - NOT APPLICABLE
NR - NOT REQUIRED
FE - PORTABLE FIRE EXTINGUISHER
H - HYDRANT PROTECTION
CGD - COMBUSTIBLE GAS DETECTION SYSTEM
NNV - NOT NORMALLY VENTILATED
DESIGNED BY: T. ROSCHEN
DIM
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
DRAWN BY: M. SMITH
SHEET CHK'D BY: T. ROSCHEN
Smith
J. DOUGHNEY
WEAVERVILLE PUMP STATION AND
CROSS CHK'D BY:
APPROVED BY: J. DOUGHNEY
4600 Park Road
Charlotte, NC 28203
FORCE MAIN SYSTEM IMPROVEMENTS
DATE: OCTOBER 2023
Tel: [phone]
3 FOOT RAID
FROM VENT (DIV
LEGEND:
(THIS SHEET ONLY)
CLASS I DIVISION 1
CLASS I DIVISION 2
UNCLASSIFIED
NFPA 820, FIGURE A.4.2(b)
PUMP STATION WET WELL
DETAIL rA'**�
N.T.S. -
Z CnnT [DAM11 IC
NFPA 820, FIGURE A.4.2(d)
VALVE VAULT
DETAIL rB***�
N.T.S. -
PUMP STATION 1
AREA CLASSIFICATION
SITE PLAN AND TABLE
HATCH
1%
ATER
MCA
�� •��F ESS
V44y�tY V
�0
Fw-.,NGINE�-,` �'� ``
Ky IV
202A%�Jjq11fiII A. 6-04
'00'2 '00'
PROJECT NO. 20176-265366
FILE NAME: 0006NFAC.DWG
SHEET NO.
G-6
ISSUED FOR BID

V)
7
U
0
z
0
F-
IN
cy
0
Q
z
w
I_
m
w
F-
I-
D
0
F-
0
w
0
m
w
m
w
F-
0
z
Q
m
0
m
Q
n
m
0
w
J
0
z
0
w
D
w
m
0
I-
0
z
w
m
Q
0
z
Q
cn
rn �
a 0
w 0
0
O �
w
o 0
o m
Uw
o F__
w
U Q
z
� w
Ld
w w
0
� Q
I� m
0
u �
0
0 U
z
0)
0
E Li
0
9 m
z
®
o
� w
0
Lu
w m
� o
w
4 >
w o
(If
�
cn
v)at
�M cn
w
CL o
N
Qq Z
Q
C
o
i z
w
w
cn
w
o
3 w
Q
J F-
J
Z
® <w
cq cql z ~ 0
m cno
Co
rri m M w
REV.
� N w
N0.
DATE
DRWN
CHKD
X J U Oci�
\ \ \ \ \ \ \ MILL AND OVERLAY ENTIRE LENGTH r \ \` ` / ' I I I I I I 1 1 I II I I , \ 1 \ \�\ W \ \
OF HIDDEN FALLS DRIVE Ic -13
\ \ \ (APPROX.320OLF) 931, \ I I I \ \ \ \ 1, 00 \ \
CD-3 /� I I \ � I I I I \ \\ I \ \ \
\ \ \ I \\ I \ 6 1
o� -13� /
\ o-13
\ I
\ \ \ 7_9.5ro OHE
_C
OHE
6HE �� D I �� \ 00
94� / I /
\ \ 93¢ CONSTRUCTION
ENTRANCE
- D -1 �00 -A CONTROL
_ uAucr
J / PANEL
WELL HOUSE INV. 1925.9' / , (COVERED) HOIST
\ _ (FF 1927.6) Op /30n\ I II I \
\ OD INV.: 1924.6'
- \ BACKUP INFLUENT CHANNEL
S L PUMP ,,, TOP OF CONCRETE.• / 1923.9' �/ I
uc / �` INV.: 1911.4f I 11 I Y
FFE. 1927.E �
_
LOD /,q ■ S n , W� INFLUENT CHANNEL
TOP OF CONCRETE.
` �9
� O \ WM BOX - i ��� .� \
o \ _ _� = INV.: 1911.5 f
'I 1 � 2
,�•,_'x�, \ \ 1 w 1 I
I \�� INV.: 1919.9' / GENERATOR
o INV.: 1920.6' � \ BYPASS ELECTRICAL I I 1 r I
�' � � � PUMP / \ I I I
�219- � CONNECTION / PANELS 4
19L 1 I
°� I POINT
/ I CALCIUM
/ I \ 24 RCP STORAGE I ZONE X - 0.2%
"f
FUEL T A.C. F.H.
TANK
TANK I I \\
Aa4ffi(;;;;;;;
ZONE AE - 1%
/SLU4FE' A.C.F.H. r \
DRYING//////////
BEDS/////////// /////// CHAIN \
1 LINK
I FENCE I\
SLUDGE ' SITE IN THIS AREA I
HOLDING p/0 PB 67 PG 134 I
TANK
°O yS I -ri r■ �S/ m/ /r r rr /06ow /� mWimi r r�./ 4miim
...
REFER TO C-101 / / ZONE AE
FOR ADDITIONAL �'J (FLOODWAY)
DEMOLITION
� r
CHLORINE
\\ \ \ \ \ TP #7 - #5 RE -BAR CONTACT CHAMBER / �S// SILT FENCE OUTLET (TYP)
/ / I
\ O N: 724172. 42' ; ; ;" �00
E.• 931462.74'
ELEV.: 1924.05'
SILT CE kc
DESIGNED BY: B. MASON CDM
DRAWN BY: R. MADHURA
SHEET CHWD BY: M. POLLARD Smith
CROSS CHK'D BY: C. KOLKHORST
B. MASON 4600 Park Road
APPROVED BY: Charlotte, NC 28203
REMARKS DATE: OCTOBER 2023 Tel: [phone]
a �
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
N
1 " = 20'
NOTES: 10 0 20
1. SURVEYS USED IN COMPLETING THESE DRAWINGS
WERE PERFORMED BY COLE SURVEYING AND DESIGN
IN JUNE 2022.
2. ALL DISTANCES ARE HORIZONTAL GROUND UNLESS
OTHERWISE NOTED.
3. THESE DRAWINGS REPRESENT A TOPOGRAPHIC AND
AS -BUILT SURVEY, PHYSICAL IMPROVEMENTS,
UTILITIES AND OTHER SURFACE OR SUB -SURFACE
FEATURES MAY EXIST WHICH ARE NOT SHOWN .
PROPERTY LINES AND LEASED LINES AS SHOWN ARE
TO BE CONSIDERED APPROXIMATE AND SHOULD BE
VERIFIED AS NECESSARY.
4. HORIZONTAL DATUM IS BASED ON THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM (NAD
83/201 1). VERTICAL DATUM IS BASED ON NAVD 88.
5. PRIOR TO START OF WORK, CONTRACTOR IS TO
ESTABLISH THREE ADDITIONAL CONTROL POINTS FOR
USE DURING CONSTRUCTION.
6. PIPE SIZES AND TYPES AS SHOWN ARE TAKEN FROM
INFORMATION OBTAINED DURING FIELD SURVEY
INFORMATION CONTAINED IN AS -BUILT PLANS. FIELD
VERIFY AS NECESSARY.
7. SITE IS LOCATION OF ABANDONED WWTP.
APPROXIMATE LOCATIONS OF ABANDONED STRUCTURES
ARE SHOWN. EXACT EXTENT OF PREVIOUS DEMOLITION
IS UNKNOWN, HOWEVER POSSIBILITY EXISTS THAT
CONTRACTOR WILL ENCOUNTER THESE STRUCTURES
WHEN EXCAVATING FOR NEW FACILITIES. COST OF
ANY DEMOTION AND REMOVAL OF PREVIOUS
STRUCTURES IS TO BE INCLUDED IN BID PRICE.
8. ALL EROSION CONTROL MEASURES SHALL BE IN
PLACE PRIOR TO BEGINNING DEMOLITION ACTIVITIES.
9. ANY ITEMS IDENTIFIED AS BEING SALVAGED FOR THE
OWNER ARE TO BE TRANSPORTED AND STORED
BEHIND THE MSD TREATMENT PLANT ON RIVERSIDE
DRIVE.
DEMOLITION FEATURES:
1. ABANDON IN PLACE APPROX. 180 LF OF PIPELINE
2. REMOVE APPROX. 100 LF OF WATER PIPE.
3. DEMOLISH APPROX. 3,830 SF OF ASPHALT
PAVEMENT
4. REMOVE AND REPLACE APPROX. 30 LF OF
CHAIN -LINK FENCING
5. ABANDON IN PLACE APPROX. 250 LF OF PIPELINE
6. DEMOLISH CONCRETE PIPE SUPPORTS AT CREEK
CROSSING AND REMOVE 30" DIP AERIAL PIPE
LEGEND:
EXISTING STRUCTURE TO
BE DEMOLISHED
PREVIOUSLY DEMOLISHED
STRUCTURE
EXISTING ROAD/CURB/GUTTER
TO BE REMOVED
EXISTING PIPE ABANDON IN P LAC E
x TREE REMOVAL
PL PROPERTY LINE
LOD LIMITS OF DISTURBANCE
SF SILT FENCE
OLD WWTP UNITS
N 11C'Qh'01������i
DEMOLISHED PREVIOUSLY ��$Sloti.,.tiy/
CLEAR AND GRUB = �6Si A94
FNGI NV;t.'����
CONSTRUCTION ENTRANCE 4�1 M R. 0U0,RMason
O O ','� E #026894
PUMP STATION 1
SITE DEMOLITION PLAN I
.10.0E 15.59 1 -0400 :5
PROJECT NO. 20176-265366
FILE NAME: C100PSEP.DWG
SHEET NO.
C-100
ISSUED FOR BID

F-
V)
7
0
U
LL.
0
z
O
Q
N_
cy
0
Q
z
Ld
F-
cy
Ld
F-
F-
D
O
F-
F-
U
Ld
0
m
m
Ld
F-
0
z
Q
m
O
LL.
m
Q
n
m
O
Ld
J
O
z
0
Ld
D
Ld
m
O
F-
O
z
Ld
Q
0
z
Q
cn
7
� o
a U
F-� LL
o O
0
o cy
Ld
i o
El-
Q
U J
O F-
Q
s
z
w
m
Ld
o
Ld
Q
cy
0
w
' o
0
' z
Lv
0
m
Ld
J
Q
z
0
cn
V)
Lv
LL
O
ry
m
0
Ld
0
O
m
cn
Z
0
V)
Ld
0
0
Z
Q
V)
O Ld 7Z
LL v
c') O
Ld
IJ
�, cn
V LLJ
_ _
cy
J �
' J �
Qz
w
� U
cn 0
0
,L.
00
U
Ce) Ld
oN
- N �
Ocy
v ��
OD �S WELL HOUSE
LpD (FF 1927.6)
LpD _ �5
REV.
I DATE I DRWN I CHKD
FFE.• 1927.6'
INV.: 1920.6'
1���Al ITIqINI
REMARKS
0
0
1
0
js
CONSTRUCTION
ENTRANCE
A01tillN,;;',;;�
Plltil9/AVG
srnr/rJn�;"\
V-/
SLUDGE �DUMP SITE IN THIS AREA
PER PB 67 PG 134
HOLDING
TANK
DESIGNED BY:_
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY: —
DATE:
B. MASON
R. MADHURA
M. POLLARD
C. KOLKHORST
B. MASON
OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
g_ 1141 =
-� \-c' �S
�pD �
SILT FENCE
A
CD-6
I
LIMITS OF DEMOLITION
Ifs �
I
GENERATOR
ELECTRICAL
PANELS
PLAN
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
INFLUENT CHANNEL \
TOP OF CONCRETE.•
1923.9' \
INV.: 1911.4'f
INFLUENT CHANNEL
TOP OF CONCRETE:
1924.0'
WV.: 1911.5't
10'
5 0 10
N1. DEMOLISH CONCRETE DIVERSION BOX
2. DEMOLISH CONCRETE INFLUENT CHANNEL
3. DEMOLISH HOIST
I
4. DEMOLISH 10-FT DIAMETER WETWELL
CALCIUM
1
5. DEMOLISH CONCRETE VAULT
STORAGE
\�
6. DEMOLISH CONTROL PANELS AND COVER
TANK
\
7. REMOVE AND SALVAGE BACKUP PUMP
8. DEMOLISH CONCRETE VALVE VAULT
9. DEMOLISH BYPASS PUMP CONNECTION POINT
10. DEMOLISH 6-FT DIAMETER ARV MANHOLE
\
11. REMOVE AND SALVAGE GENERATOR
12. DEMOLISH ELECTRIC PANELS AND COVER
\
13. REMOVE AND SALVAGE FUEL TANK
\
14. DEMOLISH BOLLARD (TYP 3)
I
15. RELOCATE OVERHEAD ELECTRICAL LINE AND POLES
I
I
\
r
CHAIN
\
LINK
FENCE
/ \
I \
I
o / \
I
LEGEND:
EXISTING STRUCTURE TO BE
DEMOLISHED
PREVIOUSLY DEMOLISHED
STRUCTURE
EXISTING ROAD/CURB/GUTTER
TO BE REMOVED
/////// EXISTING PIPE ABANDON IN PLACE
x TREE REMOVAL
PL PROPERTY LINE
90101
PUMP STATION 1
SITE DEMOLITION PLAN II
LIMITS OF DISTURBANCE
OLD WWTP UNITS
DEMOLISHED PREVIOUSLY `-q C'QRO�
Es
Q �
SE L
U
CLEAR AND GRUB = �{02 344
46.
`
CONSTRUCTION ENTRANCE A•••�N••P�'y�`n����
M R• M` �'NC PE R. 6 m
�io.os16:0007-04'00'
PROJECT NO. 20176-265366
FILE NAME: C101 SDDT. DWG
SHEET NO.
C-101
ISSUED FOR BID

a
J
C)
(A m
LL w
W
d'
X J
F-
V)
7
0
U
LL.
O
z
O
F-
Q
NFr-
o
F-
Q
z
LLJ
F-
F-
CY
Ld
F-
D
O
F-
U
Ld
O
CY
n
CY
LLJ
O
z
Q
CY
O
LL.
CY
Q
n
CY
O
Ld
J
O
Z
W
D
W
m
O
F-
O
Z
IJ
ry
Q
0
z
Q
cn
7
0
U
V)
Z
r) LLJ 7
> Z
W U
C() O
LL
Q� W
V) U)
W
C� ~
F
J cn
J �
Q Z
w
� U
cn O
LL.
� O
U
Co W
N Co
CD N LJ
LJ
0 c'
ISSUED FOR BID

F-
12
0
U
LL.
O
z
0
Q
N
0
Q
z
w
F-
w
F-
D
0
F-
F-
U
w
0
w
O
z
Q
0
LL.
Q
m
0
w
J
O
z
0
w
D
w
m
O
F-
0
z
w
m
Q
0
z
Q
cn
0
U
U)
N o
o m
w
i o
o m
o �
Q
U w
u
O F--
w
N U Q
0
v
- Z
U �
w
o =
> N o
o a) w
Q
o LL. m
� � o
w �
U U � �
d o O
o % z
o z
o Q Lei
U
w >
N U cy
Of Ld
N J
o z
w
Q O
U Vn V)
m w
1
a) w 0
L J �
p J n
L �
wCL
m
cn >
0
O w w
o o
N I >
3:O
V O n
vi g � cn
V a o 0
N
d d (D Lw
U O p
04
Z
U7 M Q
00 co
N Ow �
�I rn w z
0
w�
mw
cn
O
U
w U F
U O Q J�
r Z a Qw
N w< E
�I-�cno
v
LL
u > L O
0
M w
�, o CO
w N
W w
X J U OO cy
POINT TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1
724262.65
931433.44
BUILDING CORNER
2
724232.24
931463.44
BUILDING CORNER
3
724257.89
931426.56
HVAC CORNER
4
724249.08
931439.50
HVAC CORNER
5
724279.03
931513.66
BUILDING CORNER
6
724266.63
931541.09
BUILDING CORNER
7
724290.94
931550.78
BUILDING CORNER
8
724278.23
931556.45
CORNER OF PAD
9
724214.55
931446.56
CORNER OF PAD
10
724209.81
931473.21
BUILDING CORNER
11
724262.21
931405.15
METER VAULT CORNER
12
724257.15
931418.36
METER VAULT CORNER
13
724280.94
931395.67
EDGE OF PAVEMENT
14
724308.64
931567.36
CORNER OF PAD
15
724318.42
931555.33
CORNER OF PAD
16
724360.81
931424.36
EDGE OF PAVEMENT
17
724363.66
931435.59
EDGE OF PAVEMENT
18
724267.25
931401.78
EDGE OF PAVEMENT
19
724291.15
931418.54
EDGE OF PAVEMENT
20
724318.95
931432.86
EDGE OF PAVEMENT
21
724333.34
931444.12
EDGE OF PAVEMENT
22
724317.79
931478.23
EDGE OF PAVEMENT
23
724341.18
931530.64
EDGE OF PAVEMENT
24
724291.86
931552.64
EDGE OF PAVEMENT
25
724241.08
931481.38
EDGE OF PAVEMENT
26
724235.88
931494.65
EDGE OF PAVEMENT
27
724255.63
931538.91
EDGE OF PAVEMENT
28
724241.93
931545.02
EDGE OF PAVEMENT
29
724247.97
931517.67
CORNER OF PAD
30
724268.85
931490.83
CORNER OF PAD
31
724282.89
931436.82
EDGE OF PAVEMENT
32
724277.41
931449.20
EDGE OF PAVEMENT
33
724275.37
931505.45
CORNER OF PAD
34
724211.92
931477.75
EDGE OF PAVEMENT
35
724241.45
931503.06
CORNER OF PAD
36
724251.83
931476.73
EDGE OF PAVEMENT
NOTES:
1. CONTRACTOR IS TO MAINTAIN OWNER AND FIRE
DEPARTMENT ACCESS TO ALL STRUCTURES DURING
CONSTRUCTION
2. LANDINGS OUTSIDE OF ALL DOORS SHALL BE
1/4-INCH BELOW THE ELEVATION THE FINISHED
FLOORS AND SHALL BE SLOPED AWAY FROM BUILDING
OPENINGS AT A MAXIMUM OF 2% SLOPE.
3. PROVIDE A MINIMUM 2% SLOPE AWAY FROM
STRUCTURES TO ENSURE POSITIVE DRAINAGE FROM
PAVED AREA.
4. SIDEWALKS SHALL HAVE A MINIMUM 2% SLOPE AWAY
FROM ELECTRICAL BUILDING TO ENSURE POSITIVE
DRAINAGE. AT DOORWAYS, SIDEWALK IS TO HAVE A TOP
ELEVATION OF 1924.75.
REV.
I DATE I DRWN I CHKD
REMARKS
ASPHALT PAVEMENT
WELL HOUSE
' (FF 1927.6)
FFE.• 1927.6'
W�
W3 vu f
W� W� INV.: 1919.9' �
6'CONC. SIDEWALK
FLOW METER VAULT REFER TO
DRAWING No. M-107
AERATION
BASIN i
DESIGNED BY:_
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY: -
DATE:
B. MASON
R. MADHURA
M. POLLARD
C. KOLKHORST
B. MASON
OCTOBER 2023
W-4 -, INS
INV.: 1920.6'
DING/
SLUDGE
HOLDING
TANK��///iiiii`
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
4' WIDE CONCRETE
SIDEWALK
`.-
/CP�IPER
ASPHALT TO
CONCRETE TRANSITION
CONCRETE PAVEMENT
(SEE NOTE 3)
REMOVABLE BOLLARDS
(SPACED AT 4FT)
PLAN
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
41
6 FT DIA.
INFLUENT MANHOLE
(H/CD-2)
•
gym=
I
41
/
I
1 ;
1
I 6,
1
1
\o0 1
1
\ o \0
\ cn
\ o
I
I r
O
I �
r
O
I �
I �
0
I �
I o
0
I
I
I �
0
o
ZONE X- 0.29 A. C. F. H. o
I
CAR
I
�o� I
••N•u••• `5 /
'� oeFESS/0*0- • yv
l S L -
02rti 4 t
�••••:�NGI NEB-�`. •••
1•A a•••` • _-`Q``
4 IM R . •�`� \`R Mason
W//IiIIos is oo:2s oa$oo
PUMP STATION 1
SITE PLAN
PROJECT NO. 20176-265366
FILE NAME: C104PSSP.DWG
SHEET NO.
C-104
ISSUED FOR BID

\ \ r'�1 \ \ \ \ ` \ \ \ \ \ \ IIII U \\ \\ �\►yrc I I I �`1 \\ \ \ �\ �� �\ /' J II�� ; OHE�
-1941 I \ \ \ �\ \ O �o
: cA \\ \ \ \ \ \ \ \ \ \ J 1940 /�° D9/oT2 0/ ° ►,4E
\ II\\ \1 1
-p
ILL. 9�o / /\o LO/D-/ 93o
0 �19A \ 35
WELL -N0 \\ HOUSE 1
-D \\ 1927.6) 1930
Q
F- 1929 NEW PAD MOUNTED
jo
\)GE
1928 UTILITY TRANSFORME
o \� � tiI(FF192J�6 DG CALCIUM
o WM BOX TRA O E�
TP 1923.75 A
Ld
o TS 1925.00 BYPA �
PUM�g TP 1
AD
1920 S 1192
°
VIA 1g20 TP 1924.40 6 FT DIA.
o o INFLUENT
y '1924.85
\ 1924.8MANHOLE INV: 1919.9'
1920 � S 1925.00 (H/CD-2)
INV. 1924.50 P 1924.50 r
o ° o WEST SWALE1920.E 1924.75A °
S 1925.00
24 1924.75 P 1924.45 1' DEEP
RCP WETWE& 3H:1V SIDESLOPE
TS 50PUMP STATION 1.0% MIN LONGITUDINAL SLOPE
o ' TP 192.0
Q TS 1925.00 ',0-7
_do
FIG 1923.80
III I\IIII/ II`I1II II°IN oI �IIII I II IIIIII IIII IIII \IIII IIII IIII� I 1 I I II \I�III II
I�IIIII\I
I IIIIII1,� I
I
I/
III
III
II
I
I /I
I
I
1 I
I
I
I
`i
I \\\\\\�`.\\\�\\\\\\�\\\ \\\\.\\\• \ `\�\\\\\\\\ \ \\'\\\\ • \ \ \\ \ \ •\\II •\ . \ \\\\\ •\\I\\\•\ \ \1 �\\\\\\�(\\\\( \\/\ \ \\ /�\\\\ �/�\ / \ �\ \\\\\/\�\\ \\\\O`S�\\ \\a` \/ \ �\ \�\\\� \ •.\\\ \\\\\\ \ \\'\ \�\\� \\\\ \\ \ \\� /\� \\ \ \\\\\o/\ � \�\\\\\`\�\�\� \I\�\�\ \\ \ \�\\O s\ \\\ \ \ ��\\`II \I \\�\�I\\\ I \\\\\ /III \I \\\/\ �\\\ \ o\\ \\/\ em,\,\/'\/\/sI \\ \\�\\o.\,\/I ,\\ I I/ \\\ \\\\�\\�\ � \1\9\23
VA1/gL/ / V/jE
ULT
� /, c,I�/1 1rn� •� ��I/; jN I oI 1� /'II I
T/I /S / 1925.00
�//II ; III I / I// / VA
I1 /IIi'I/I/III
/
1 \01
HVAC N FG 1924.40
rn
� TS 1925.00\ 19
\I(// / I o ELECTRICAFIG 1924.50 3H:1V
BUILDING
FLOW METER VAULT 171
REFER TO DRAWING No. M-107 II
FFE S 925.00 TP 1924.10
1925.00 192450
z 194.25 TS 1925.00
FIG 1924.5040IQ Z_ 00
N,\\ EAST SWALE -Q
2' BASE
1' DEEP
0 •. 3H:1V SIDESLOPE
0.66% MIN LONGITUDINAL SLOPE 22 g2� _ I
I
III 1II\/I�IlIl/II I IIlI
Ld
ITP 1924.15 y
Q b.RIPRAPZON�X-0.29923c)o DETENTION POND 7 DH.
ZONE AE-1% ZONE AEBOTTOM 20 x40 `//I f / A.C.F.H. (FLOODWAY)BOTTOM EL 1920 OUTLET
79 TOP EL 1923
WEIR EL 1922
w ��N 3H:1V SIDESLOPESLd
/0 ,
400
ox
_eV
Ld
1920
90 14-
CL
Ld
w Ld
�/
U o OS000,
//o �/
1CONTRACTOR IS TO MAINTAIN OWNER AND FIRE
DEPARTMENT ACCESS TO ALL STRUCTURES DURING L� co
z \\ CONSTRUCTION
2. LANDINGS OUTSIDE OF ALL DOORS SHALL BE
o 1/4-INCH BELOW THE ELEVATION THE FINISHED o Q FLOORS AND SHALL BE SLOPED AWAY FROM BUILDING
/IIIl III IIII
II/I I/I I III II / II /II I I1II I I I
1IIIIII II1IIII III II IIIII I
I/1IIII III
II
I 1IIIIIII II �I
�IIIII aI /II IIIII IIJI III
I/I I II�I IIlI/I IIl I IlIIIIII
IlIIIII I
II
1I
'III
I
I
I
II
lIIII I
I\III
IIII
�III
.)
I OPENINGS AT A MAXIMUM OF 2% SLOPE. \ \� N,
N,`\
04
`\ ornLLJ
o1­- N n /
0 1­- � w \ \ \
�
U� U
� Q Qw
r
N p E _
cnl -0 v cn o
0 0
:2 L�
> L �0
0
M w
w j CO
N
xx
REV.
NO.
DATE
DRWN
CHKD
_j O �
DESIGNED BY: B. MASON CDM
DRAWN BY: R. MADHURA
SHEET CHWD BY: M. POLLARD Smith
CROSS CHK'D BY: C. KOLKHORST
B. MASON 4600 Park Road
APPROVED BY: Charlotte, NC 28203
REMARKS DATE: OCTOBER 2023 Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PUMP STATION 1
GRADING AND DRAINAGE PLAN
N
1 " = 20'
10 0 20
CA R04
F
SE L
j,
19 •
3.1 0.0E 1�sa00 R ason
PROJECT NO. 20176-265366
FILE NAME: C105PSGD.DWG
SHEET NO.
C-105
ISSUED FOR BID

F-
V)
7
0
U
0
z
0
Q
N
cy
O
Q
z
w
F-
cy
w
F-
D
0
F-
F-
U
w
0
m
n
cy
w
F-
O
z
Q
m
0
cy
Q
n
m
0
w
J
O
Z
w
D
w
m
O
F-
O
Z
W
� Q
6
E
- z
Q
V ~
a
O N
O
O o, 7;
N 3 p
N-0 0
a �
a N 0
o
0
0 o ry
w
CL w % O
U p �
O n
Uw
O =
O o �
w
� U ry
I z
>
U ry
w
0 0 =
o N Ld
N
w ry
�I U m
N rv-
U7 0 OU
w m z
o / -
O z
O — Li
N U
w >
U ry
�I 0
0
w J
u o z
o Q o
o cn
cf) V)
m w
w
w 0
J n
w n
0o w m
N Q 0
w
U p
o
o m
o � m
M cf)
I a ( z
U) N CD
O O � w
O � 0
N O p
V) 04 Q
N. co
d N
O O 0 7;
�rnU) w�
0
U w 0
F Lij
Ecn cn
O
c�
o �
w U Fr-
0 Ld
r Z 0 Qw
N E
N N
� I-0�cno
v
> L �O
0
N M w
LL.o v)
w N
W 0 w
X J U OO cy
FFE.• 1927.6'
W�
- WU� W��
- W� � W3
_ n-4 INV.: 1919.9'
REV.
I DATE I DRWN I CHKD
DI TO HDPE TRANSITION
REFER TO FORCEMAIN
DRAWING NO.C-300 -
REMARKS
4+v
o SOD
c LOD � 3S
SOD
SOD
LOD 3S
/ `00 3S "' I
\_�S 4" 45' BENDn
ELECTRICAL LINES
SEE E-100 FOR ELECTRICAL
DUCTBANK ROUTING
DESIGNED BY:_
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY: —
DATE:
B. MASON
R. MADHURA
M. POLLARD
C. KOLKHORST
B. MASON
OCTOBER 2023
300 "--- 3�n
UG
UGE �
^�- UGE NEW PAD MOUNTED
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
POLE MOUNTED
LIGHT FIXTURE
(TYP 7)
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
ui �(2) 2"ODOR CONTROL
CARRIER PIPE
(PVC SCH80)
I
4" 45` BEND
4" 45° BEND I
vE
/ 2" 90 BEND PVC(SCH 80)
24" BEND RADIUS (TYP)
INFLUENT CHANNEL
REFER TO DRAWING
No. M-101
' MH—C (5—FT DIA.)
STA 0+50
RIM 1920.74
INV IN 1901.20 30" DI
INV OUT 1900.60 30" DI
1
I
I
INFLUENT MH (6—FT DIA.)
STA 0+00
RIM 1923.15
INV IN 1900.40 30" DI
INV OUT 1900.40 30" I DI
YARD HYDRANT 1. ELEVATIONS AND LOCATION OF EXISTING PIPING AND UTILITIES IS BEST UPON
BEST INFORMATION AVAILABLE.CONTRACTOR IS RESPONSIBLE FOR VERIFYING
AND RECORDING THE EXACT LOCATIONS, SIZE AND MATERIAL OF ALL BURIED
PIPING AND UTILITIES. ANY DAMAGE TO UTILITIES CAUSED BY WORK
ACTIVITIES SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S
EXPENSE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY REGARDING ANY
CONFLICTS BETWEEN WHAT IS SHOWN HERE IN AND ACTUAL CONDITIONS IN
THE FIELD.
ALL EXCAVATION IS CONSIDERED TO BE UNCLASSIFIED.
ALL NEW BURIED DUCTILE IRON PIPING IS TO BE RESTRAINED JOINT.
UNLESS OTHERWISE INDICATED.
4. DO NOT EXCEED 75% OF THE MANUFACTURER'S RECOMMENDED MAXIMUM
DEFLECTION OF ANY JOINT.
/ I
Q
CAR04 •.......•.
�p< � � �••.��FESS/p�•.�y ���
2
SE
p0 6 4
G IN
1 •I4•R •• \�\�`Jv`\\a`\\R Mason
�„ NC PE#026894
PUMP STATION 1
YARD PIPING PLAN
PROJECT NO. 20176-265366
FILE NAME: C106PSYP.DWG
SHEET NO.
C-106
ISSUED FOR BID

\ \ \\ \ % - \ \ 1 0CIA \ \ 115 ` \ \ 11 \\ \\ \ \\ \\ \ \\ \\ \�\
N
�` I - -mom
SILT FENCE \ \ \ �o° / \\ \ Q Q Q I - At.
-
\
z \ \ `- _ \ \ \ // ^ \\ \\\ \ b DEMOLISH �� pt / I / - - - - - 5 0 10
\ \Poo \ �/ \ VAULT � \ \ \PRECAST � �
F \ \ \ oo` a CONCRETE VAULT S ► xPL
I
\ \ \ \ \ \ /\ NCONTROL PANEL \ \ a PL /
�� i
oz\\\\ \\ \\/� '
o \\ \ \\ \ 3/4' ElP 0.3' A�.//� \� I \\�� \ ^ GENERATOR \\ \\ \\ 20\
EXISTING 12" FM TO I 2015a
\ \ \ \ \ \ \ \\` \ BE ABANDON IN
_ \ \ \ \ ^ \ \ I °°^ \ ® \\ \ PLACE. REF. M-201 O \a Z - \ 1-1
LIGHT OF LIFE TABERNACLE. INC. \ J
� \ \ I \ I REMOVE EXISTING \ EXISTING NAIL 0.2 BG\ DB 3640 PG 35
o \ \ \\ \ o^ / \ \ \ y\ PAVEMENT(SEE NOTE 3) \\� \ \ �\ \ \ \01* `DB 1334 PG 15 ` _ -
z NCDOT HIGHWAY PLANS _ -
\ PROJECT #32108 - - - - - - - - -
0 1 \ \\ \\ \ \\ \ °°^ \ \\ \ \ / �\ a\ \ \ O a - _ NO PIN-
� 1� �\\ \\ \ \\ \\ \ / \��1 \ ��\\ \ �� Olt
------------- NOTES:
' I IQ, \ \ \ \ \ \ \ \ \ LAGS DEMOLISH TOP-
\ SILT FENCE B \ °° \ \ \ I \\a SLAB OF WETWELL I\\ \ \ 1 . A COMPLETE SUBSURFACE UTILITY INVESTIGATION
\\\ CD-6 g \ \ \ \ \\ \ I \ \ a I / EXISTINWAS G PIPELINES EDFOR SHOWN THIS
THE PROJECT.
DRAWINGS
o I OUTLET \ \ I\ I I (REF. M-200) \ I
I I \\\ I \\ \\ \ \\ \g \\ \ \\ \ 1 \I I y\ a\ \ \ \\a 1
/ \Ld
THAT MAY IMPACT CONSTRUCTION ARE BASED
I I <°o+REMOVE AND REINSTALL \ \ I ON DRAWINGS FROM PREVIOUS PROJECTS AND
z \ \ \ ° FFE: 2011.2'
METROPOLI \EWERAGE DISTRICT 11 I s AND SPIGOT \ \ \ I \ MAY DIFFER FROM CURRENT CONDITIONS. USE
CAUTION WHEN EXCAVATING AND NOTIFY THE
o I DB 1628,E PG 774 \\ \\ ItI ' I WETWELL VAULT I o HOIST\\ \ DEMOLISH/REMOVE \ \ OWNER UPON ENCOUNTERING ANY UNFORESEEN
I DB 3712 I93 (NCDOT) \ \\ \\� TOP. 2011. 10' J I \� EXISTING \ \\ I \a \ CONDITIONS
\ I PIN 9721 9Z JJ88 \ \ \ 1
\ I I C/L OF BOT.: 1996.23'/ ° MH RIM: 2011.1' FORCEMAIN 2. ALL ABANDON PIPES THAT WILL REMAIN IN THE
��\\ \g SIDES OF BOT.: 4 Q* GROUND ARE TO BE PLUGGED OR CAPPED ON
\ \\ \\ 1996.26, I p.�.� �oo� �\ \\ a \ \ ANY OPEN END.
SEE NOTE 7
z I , / \ a 3. REMOVE EXISTING ASPHALT DOWN TO BASE
I I ] \ \ \ \ \ \ BYPASS VALVE VAULT 1 \ \ - -
Q I I ' \\�\,tt, \ \ \ <Og\ / TOP. 2011.1' \ \ `� _ COURSE.COMPACT EXISTING BASE COURSE TO
o \ o \ - \ \ 100% STANDARD PROCTOR, ADDING 8" ABC
TOP PIPES: 2004.4 \ DEMOLISH SMH AND VAULT \ ^ EXISTING NAIL 0.2 BG STONE AS NECESSARY TO PROVIDE LEVEL
Q I I \' ' \ \ \ \\ FLOOR. 2002.7' TO 3- FOOT BELOW GRADE \ / \ SURFACE. INSTALL 3" INTERMEDIATE COURSE
I I I ........ \....•.•.•. \ \ \ \ �, a •-• - \ � \ r'o �, \ (SEE NOTE5) a / DI #1078 ,>
AND 2 S9.5C SURFACE COURSE COMPACTED TO
I\ GRATE. • 2013,0
90% MAXIMUM LAB DENSITY. FINISHED GRADE
co I I I \ I� \ \ <° \ \ \ �\ �, a / - INV.: 2006.0 f TO MATCH EXISTING. PROVIDE MINIMUM 2%
v) � I + ....... _ _ \\\ \� FORCEMAIN NOT IN SERVICE As _ _ \ (INV. FULL OF DEBRIS)
o I C. . . .\`� • •r• • - - - -�� • �s- / \ / SLOPE AWAY FROM EXISTING STRUCTURES TO
3 I o \.'.'.'.'.'.'.' ' .%- ABANDON IN PLACE - ` \ \ \ / ENSURE POSITIVE DRAINAGE FROM PAVED AREA.
// \ \ \ WD SF \ \� \ 'N'
\ /
...... SMH-MSD 18- nv \ LOD -•�
w I cs \ .......... , » \ \
N o I ` ........ \. .....RIM: 2013.0 \ 8 DI �. \ SMHoo lM,� _ l 1.1 \ \ g \\ �� � M �� /
I I•...............'1'.'.'.'.'.'.'.'.'.'.'<$. ,k, <° \ \ \ €� \ \ 4. REFER TO E-200 FOR ELECTRICAL DEMOLITION.
o INV. lN: 2005.4 ° \ \ \ \/ \ VALVE.• 200 .1\�' 'INV.: 2005.9f
\ <o�p, INV. lN: 2005.1 \ \`\\ \ \\� \ / // \ (INV. FULL OF DEBRIS \ i 5. REFER TO SECTION 017300,013513.24 AND
o � I \ \..... '�• INV.__ OUT• 2004.3 `A' \� \ ` \ \ o°^ VAULT l / � \ \ I _ /
o I �� \'s i' \\ \ \ / 024119 FOR CONSTRUCTION SEQUENCE AND
\ \ \\ \ ^ TOP: 2011.5 DEMOLITION REQUIREMENTS.
o L' _ ° \ \ 5 TOP FM. 2004.8 / -
o I - - - t \\ \ \ \ \ o^� FL OR. 2003.2' /� / \ \\ \ 6. REFER TO C-300 SHEETS FOR REQUIREMENTS
\ �........... I I I \\
w \ .. \ o- ,� \ \ o Js - Js \ / \ \ OF FORCEMAIN INSTALLATION.
.�. ' ,
�� .:.. 001 ao �� -✓ < < \ EX. CULVERT
I I ��,-I I \ \� o°^ + I O 7. REMOVE AND REPLACE CHAIN LINK FENCING
\ \ \ \ \` \ \ \\ . \\ \ - AND GATE AS NECESSARY TO PERFORM WORK.
.'60 <O°.'. \ \'1'n \ \ CAP EXISTING / ' 2
\\• • - - I - ` \ \,( \\ \ FORCEMAIN 3Ld
FEET FROM VAULT METROPOLITAI�SEWERAGE DISTRICT '
o \ \ \ \ 1 11 I� Ul l L'H _ DB 4851 PG 684
\ \ \ PB 129 PG 82� �
o VERA E. GUTHRIE \ \ _ _ _ _ N 9721-97-4331
z DB 4J77 PG 177 129 PG 82 LOT 1 \ \ \ 1 • • . - FORCEMAIN NOT IN ' -
'`' P PIN 9721-97-3342 \ \ \ \' =I I =I I I I �\�\ SERVICE ABANDON IN
\ \ 1.......... - �/
PLACELd
\ \ ••- .....•• o - - \ / LIMIT OF
o \ ¢ 1 I I -I I - \ INV . 2010.4 iCDOT PDE DB
m o \ \ No \ \ / " \ I _ \ \o \ ' 20�5 �G� 3712 PG 193 DISTURBANCE
INV.: 2008.3'Ld
/
u /
6 1 o \ \ 1 I ¢ INV.: 2012.2'1- :.:.:.I -III Im \� �,
w o \\ \ 1 (INV. FULL OF DEBRIS) .. <°o I �I' I I -I I
\ 1 / ......cl. to
..-
-�
_ U
III
EIR c �G WA- a \ ``� \ 115 EIR 0.8
PA" I \ BG WAMAPA 00 E
_Lo�cu
CD Ln
PLAN
Q
cn
i cn
® Q z B MASON
A \
- SILT FENCE CD-6
04 _
DESIGNED BY:
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
NI z v
DRAWN BY: T. CHANDRIKA
cn p
SHEET CHK'D BY: M. POLLARD
Smith_m
oL
CROSS CHK'D BY: C. KOLKHORST
WEAVERVILLE PUMP STATION AND
0
4600Park Road
iri m M w
APPROVED BY: B. MASON
Charlotte, NC 28203
FORCE MAIN SYSTEM IMPROVEMENTS
V
NO.
DATE
DRWN
CHKD
REMARKS
DATE: OCTOBER 2023
Tel: [phone]
X J U OQ�
001
N Z"' �
DE DR j sass
�ERSt �ss �
ssCIS
`
LEGEND:
EXISTING STRUCTURE TO BE
\
EXISTING ROAD/CURB/GUTTER
TP II37 - 64
TO BE REMOVED
\
N: 717328.6L
E. 929573.7E
ELEV.: 2015.
, / / /
EXISTING PIPE ABANDON IN PLACE
\ ��
\ S�
X
TREE REMOVAL
S\/
R R -
PROPERTY LINE
ss1 l�
\
ss�
/
- LOD- LOD-
LIMITS OF DISTURBANCE
�ss
-SF-SF-SF-
SILT FENCE
�
I /
I /
/
CA
/
�/ //
��.R_\FEss/oti•.,tiy
L
�SE
2
4
PUMP STATION 2
SITE DEMOLITION AND
SEDIMENT & EROSION CONTROL PLAN
�••••:,NGI NEB-,: ••• �
R . " P1�Y�� R Mason
���llllllll \\oosisoE:aooao0
PROJECT NO. 20176-265366
FILE NAME: C20OPSEP.DWG
SHEET NO.
C-200
ISSUED FOR BID

a
A
a
li (n -
w
XJ
U \ \
O \ \
O \ \
N > \ \
o
Q \ \\
z \ \
w
F-
� \
w \
_
D \O
Ld
7.
J14" 0.3' o^//
o
w oo�
g\
Q g\o �0y
w �0 g\
j
<
0\ 0
Ld
J \+
z
w \, \
w `0
o <$'\,1s,
o ..Ld
.......
. .
,
.:::::::::::::: 1
.'.'. ti
O
W. . . . . . . . . . . . .
W
O �..
...............
I L . . . . .
_
W
Q
Z
W
W
0
W
Q
O
IL
fY
O
O
z
w
0
w
J
Q
z
0
cn
in
W
O
Ir
m
m
0
w
0
c /
(1- /4
cn
0Fn
Ld /
w
o
0
� 55
z
o �a
>z
w U
U) O /
w�
Qr
w
cnU)
W
__
U~
J in
J F-
Qz
w
F-D
U
cn O
0
�O
U
Co Ld
0 NO. DATE DRWN CHKD
U
REMARKS
//
BOO^ / /
DESIGNED BY:_
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY: —
DATE:
B. MASON
R. MADHURA
M. POLLARD
C. KOLKHORST
B. MASON
OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
PLAN
a---
PL --- P _
PL
a
\ C�_\ \b 4
�\0 i
EXIS L 0. 2' BG
\ \
D 1078
IN 20 .0'f
\a (INV. F OF DEBRIS)
REMOVE EXISTING ASPHALT DOWN TO BASE
COURSE. COMPACT EXISTING BASE COURSE TO
100% STANDARD PROCTOR, ADDING 8" ABC
STONE AS NECESSARY TO PROVIDE LEVEL
SURFACE. INSTALL 3" INTERMEDIATE COURSE
AND 2" S9.5C SURFACE COURSE COMPACTED TO
90% MAXIMUM LAB DENSITY. FINISHED GRADE TO
MATCH EXISTING. PROVIDE MINIMUM 2% SLOPE
AWAY FROM EXISTING STRUCTURES TO ENSURE
POSITIVE DRAINAGE FROM PAVED AREA.
REFER TO C-300 SHEETS FOR REQUIREMENTS
OF FORCEMAIN INSTALLATION.
REMOVE AND REINSTALL CHAIN LINK FENCING
AND GATE AS NECESSARY TO PERFORM WORK.
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
TP #37 — 60D NAIL a'
N. 717328. 60'
E. 929573.76' /
ELEV.: 2015.19'
d'
r
4v
IV
a \
PUMP STATION 2
SITE AND YARD PIPING PLAN
PROJECT NO. 20176-265366
FILE NAME: C201 PSYP.DWG
SHEET NO.
C-201
ISSUED FOR BID

V)
7
0
U
LL.
0
z
0
Q
N
cy
O
Q
z
w
F-
cy
w
F-
D
0
0
w
0
cy
w
cy
w
0
z
Q
cy
0
LL.
cy
Q
cy
0
w
J
0
z
0
w
D
w
m
0
0
z
w
Q
0
z
Q
rn =
v �
w �
� o
w 0
0
o ,l
0
U
O cy
Q w
U n
O
O w
El-
U
0 _
> w
U ry
Q
N
O Z
N W
a� ry
w
4 o
U w
N F__
O cy
O
z
Q O
g O
w z
U Of
O w
w O
0 �
z w
Q
V J
W Z
w O
J
^, _J cn
i W
a Q
W W
I m
M d ID 0
w
lt 0 5:
O �_ O ia�
N
� � I w
U (n
Z
C)
CL
0
O V p
N
w rn
Nui Z
U a) E Q
U
a z
o E � ow
0�o >>
U z U � 0
w
U) w0 uj
U cn
OQQ ~_ N =
W 0 N F,
Icn
' zr7 Q cN Q wZ
N z O =
a'
U)l-0Ccno
� 0 0
> L �O
M w
Li + C) (n
W / N
W p W
X J U OO cy
1 + 00 L \�0 [�
\ WANDA L. R/CE (LIFE ESTATE,
/ r QUMP SITE IN THIS AREA \ 11 + \ \ PB 85 PG 142 \ \ \ ` TAMRA RICE NORTON AND
24 45 BEND \\\� \ 9732-14-0173\\\\ `\� CARROLL B. RICE
PER PB 67 PG 134 � \ \\ \ \ SILT FENCE B �\ \ \��\ ��
CONNECT FM TO \ \ STA=1+00 I I \ ` \ OUTLET (TYP.) CD-6 ����� \� \\\�� \\�� DB 6021 PG 429
PUMP STATION 1 B-3 N=724213.63 > I �,.,.,\\\\\ \ \\ \ ` \ D9732803P8528
# 1 E=931303.46-
/ TP 7 - 5 REBAR g2
i I # # 1 ►) \ l ���� SILT FENCE _ \\\ \\ \\� \� ��\ �� �j
N. 724172.42' N Lo _ �� �� cD 6 \ \ \� \\� 1955/� MATCH LINE STA.
E. 931462.74' I \ \\ \\\\ �� \�
\� >� \ \ \ \\ ALINE RUNS WITH THE
/ ELEV.: 1924.0 / 24 45° BEND\ \ ` \ \ \ \ \\ CENTER OF REEMS CREEK
/ �,'��� 1920 STA=2+57 \ \ \ \ \ PER PB 67 PG 134
rn % �' "` N_724313.82 \\ �` \\ \ \ \ \ \\\\\�\�\\\'�\\\ 1�5 �/
E-931 181.96 \ \ \ \ \\\`\ \� �g4�
\ J
PERENNIAL\�\\\� ZONE x-o.2% A.C.F.
� \ ______ � \ \ \ ,STREAM �` \\\\ � \\� �— � -
i�PUMP STATION 1�_ �� �\ - \ \ \ �\ \ \ .�\\\� `9�p \� B EROSION CON-
SEE C-104 /��_ — —�� .REPLACE EXISTING \\ \ \\\��9\~ CD-5 MATTING
FENCE. SEE NOTE 5.
/ r { \ \ \� �\ \\ \�\ 0 \� \ l \ \ \\� 19� \ ZONE AE 19 A.C.F.H.
N f / L
\ J
19,31
\ \ \ \� EX. 12" DIP FM \c \ FF� \ \\ \ ,
\ 9 �� \\ /� \ ZONE AE (FLOODWAY) �
J \\ SEE NOTE 7 \ s \ \
193,5
\\ ORUNS WITH THA
\ �"�\ ` //✓ \` \ \ \ �`\\\REEMS CR
\\ `\�\\ \ DB 3184 PG 180,
1940 i
\ (�/ \ \ ` �� s� ZONE AE (FLDODWAY)
\\ s \ \/0p
GRIND AND OVERLAY \\�\ \
HIDDEN FALLS DRIVE \ \� \ \\� \�\ \ \\\\ \
SEE SHEET C-104 \\ �\ \ 1\ \\\\ \ \ \ \ I \
79 \ \\\ \ \ \ZONE AE- 1X A. C.) \79 / l
l s \\\ \ \ \ l 24" 45° BEND (�
o \\ F�, \ \\ \ \ \ \ \ \ \\ ZONE AE- 0.29 A. C. F. H. STA= �
\\\\\\\\\\�\ \ �� \� \ \ \ \\ \\ \ 24 45° BEND (VERT) \\
�� \\\\ \\\\\�\\ \\� ) \ \\ ��� \ \ \ \\ STA=8+02 \
IQ
\ 1 \ \ 24 HDPE DR1 1 FORCEMAIN , \
\ \\ �o GRAVITY SEWER TO r��\\ pp ` \ \ \\\ \ �
V\ 1 _,gs \ L \ \ AIR VALVE
BE ABANDONED. 1 l p \ \\ \ \ \ \\\\ \ \ \\ MANHOLE
SEE SHEET C-103 \ \\ \\` \\ \ \\, \ \ \\
` ` METROPOLITAN SEWERAGE DISTRICT 0`\ C
\\ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \\\ STA 7 + 45 `
\ `\ \ i� BUNCOMBE COUNTY \\\ \ \ \ \ \ O
\ \\\ / \ DB 946 PG 185 \ \\ \ \ \\ \� \ \\ `\ \ \ \ �•
Q\
PB 67 PG 134 \ \ \ \ \ \\ \ \
QQ�\ \\ PIN 9732-14-3438
PERENNIAL\\ �\ \ �\ \\\ \\ '�, \\ \\ \\`\ \\ \ \ \�0 \
STREAM \ ` \ \ \\ \\\\
FF \ \\ \\ \NN
\\ \ \ XXX,
N LINE PER DB\\\�\ \ \\\\ \\ . 2393 PG 207 \\ \ \
PLAN \ \ \�\ \\� \ \ WEST
�\ \\\ \ DB 2393 PG 20� �\- L& y \
PlN_9732-14-1822
1920
1910
z
O
Q
w1900
J
W
1890
1880
SEE SHEET C-301 FOR CONTINUATION
` I � � �,o tiK u.<' AG -
\Y, O I III II // 1
O � H/C. 5 ,. • ���
L 15 ElR 0.1 ' AG 1 40
w + 20 0 40 a 4"HEM. I I I If IIIII� II
I
w SOIL ROAD
KAY H. SEVIER I I I
a SEE NOTE 5 DB 2292 PG 229
SOIL ROAD ( PB 130 PG 58 I III I
1 I I -
�11 PIN 9732-043309 I I III \ w 1 1 1 11 III I
°- � I I�� Ii1 b II I JI I II I
TRACER WIRE B I II l I II
TEST STATION CD 1
6111,
LINE RUNS WITH THE II I
J l' S. EDGE OF REEMS II I
CREEK PER DB 3184 /I
/ PG 180, TRACT 2 /
� II I � �'ll�' Ir I'I��► ��
� � IIII I h1111
�- TP #55 - 60D NAIL �\ 11 I IIII
N. 724714.59' I III (I' 1I1
E. 930811.95'
w I / ELEV.: 1 ` 7.95' II\\
. � ..,... e 1POP. \\
a
2" \
J 15 "POP. \ I \ \ \\�
24 45 BEND (VERT) I kN\\\`
STA=8+99
0o w 24" 45° BEND \ \\ m
+ o STA=8+71 1
a_ N=724777.82 \1 IIII
E=930889.79
I RIP RAP SLOPE H — _j_ J 1�11
w PROTECTION
LL STREAM BANK
RESTORATION CD-5
i1/1
OPEN CUT REEMS CREEK
SEE NOTE 9
24" 45° BEND (VERT)
STA=7+72
-1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 r KU r I L C 6+00 7+00 8+00 9+00 10+00
REV.
I DATE I DRWN I CHKD
REMARKS
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
STA 0+00 TH RU STA 11 +00
KEY PLAN
rI
REEMS
CREEK
PUMP
STATION 1
-300
GOLDVIE
WILEY
ROAD
DRIVE
MARSHALL
WY
PUMP
STATION 2
CANOE
LANE
17
F
e
�O
RIVERSIDE_
DRIVE
1920
1910
W
W
LL_
z
O
Q
1900w
J
W
1890
0 % IIC II, j1//
ti�D fir
SEAL
�.� 0454613
W.'- -GINS
Michaell4�C
PROJECT NO. 20176-265366
FILE NAME: C30OFMPP.DWG
SHEET NO.
C-300
ISSUED FOR BID

F-
V)
7
0
U
0
z
O
Q
N
O
Q
z
w
F-
w
_
F—
F-
D
O
_
F-
F-
0
w
O
m
w
_
F-
0
z
Q
m
0
w
cy
Q
cy
O
w
J
O
z
0
w
D
w
m
O
F-
O
z
w
m
Q
0
z
Q
rn =
w U'
w �
� o
w C)
o ,l
"-) O
U
U a_
O �
El-
U w
> w
U �
Q
o z
N w
a� m
w
4 o
U W
O <
0
z
O
w z
U
w
O O
O �
Z w
Q
J
m z
w O
J cn
_J
i W
W
� 0
Q
W
1 m
u QD Ld
Q
(.0 0
Q� >
E O N (If
ao 1 m
O co cn
r, M Cz)
N / w
O O c> ,
N
O zQ
U � �
> z
0- > >
U z v V 0
Wow
Gf
U) w U U)
O N Q =_
w O N F,
Lj N �n
z N Q z
r7 Q c w
N z O = :5
cnl -a C cn o
:20 0
:2 LL-
> L 0O
0
M W
Lim
C) N
W/Nw
X J U OO A-
�/ �� _ -—
I 1 \\\ \ ZEE- 7-­ --- //-_� - _-_--_
/ 1 �
/1990
// //°c l I I 111 �`� \\ �� \ \ \ �9 �\ ��_ = __— -= 1989 1997
//N/%,
I I \ \ 8__ -- —� \ -- TP162 60DNAIL
/ II I 1 \ �\\ \ \ \\\O _ N. 723878.05'
J I TP 163 60D NAIL — ��� �� — \ — ,
930835.88
N. 724176.20 �� .�-_ \\
\ rn1 \ \\ \ \\\� _— — — _ _— _ ._ — �— — --� 81 _ ELEV.: 1974.02 �\ �\.
- \ - ��� _ E. 930845.44, —f 24" HDPE DR1 1 FORCEMAIN 1 �-- \`` �c�� `p — — \ - _ ^ TRACER WIRE B
`WANDA L. RICE (LIFE ESTATE) —� —_ = ELEV.: 1954.73_ —19oy — _ - \ _ _ TEST STATION Cp-1
\ I I \ TAMRA RICE NORTON AND — — �_� — — — — �-� \ \ — — �- -'� — cp
CARROLL B. RICE�g
DB 6021 PG 429 �� _ �/ `-�,'...' T _ \\ TP #61 - 60D NAIL _ �: \
O 1 /fl L ` \ �� — — - SOIL ROAD = _ \� _ �P� — \ p\ \ _ N. 723583.46'; - \ AIR VALVE C
- - — \ — . \ \ \ MANHOLE
— - DB 3184 PG 180 _ _ — — _ - �\ — — _ - — \ \ \ \
9732-03-8528 —SEE NOTE 5 ���� \____ - - _.� \ _ TG \ \ E.• 930820.18 _
Q \ \ �9 \ \ — —_ _ _ _ _ - _ _ —-- _.. so \ \ �� �� — — '"`, 'E�\� \ \ELEV.:' \\ STA 21 +50
= _ 1�" '� \ ` ` /L ROA \ \ _- — _ —_ _.�\ _�� \ f y D 983 \ \ \ 1993,03
_ CD 1
00.
— — = — _- /%1951 -_ cgs �� — \ _ :16" WAL.
\ B EROSION ��_ �yJ� _ =� — —_ j / \ \\� �� �\—\�� r-��� _���� \ 0 00'<<
/
l CD-C\\\O�N�TR"O�L �\M�AT—T�INSTREAM BANK
--�—
\, \\ EO RESTORATION f
.`\
14
15" POP.////
\\ \\\ !� (\
" / SILT FENCE B - �\ \\\
/ — PERENNIAL STREAM
� jOP.� / OUTLET TYP. O
1960
V P_ // /�/// g3 // /�///i/�///// _ = — �� \ \\� — _ — — _ i // WETLAND . '1gllo /�/ �� —� —
/ APy
WETLAND
TP #64 - 5 REBAR : / SILT FENCE �/� / /� — — �� —� PE
--
�l�� # % /%�//�� - - CD-6
////�// �\ ��� WA NDA L. RICE (LIFE ESTATE) _ = J���� ��� //% �// �= _ ��\\ �� —_ ��` »>""`:':':' r _ _\ j O
I Zak—��- N. 724481.94' /�/ // l��%�� / //�� \\ �� —� _ — — l— i / / //— \\ _ '':':': `:':`:''''''' '''•'•;.
1 �C // _- TAMRA RICE NORTON AND — 77���. /
_ 19
// / / /
�! 14 " R.O. E. 930744.11 / /// /, 1 g / / // _ — \ \ — -- CARROLL B. RICE - — — Q // _ \\\� �� 79g >''' is - ` /�J
/ ELEV.: 1907.29' (I f r f / �///j////////�// _ �� �\\� ��� DB 6021 PG 429 - — ��i �� g // � —� � \\\�
10 " WAL. / ' I i { M I �w�///////// pJ1////// /// ////
ill % /// / _ — _ 111114
\
11 / /// j� ��\\\\� \\ ���' DB 3184 PG 180 _ �i /,� �� ��_ �� _ =�� /
1 /� — — // /. �i ��� \\� EX. 12" DIP FM �� �N�
17" HEM. ( --� 1 �//// / 9 / / ` — _ — =�/// // 0 \�� \ \
1��. / � //� /�� ��\���\�\ = — —9732-03-8528//�i _//// /Q �� 199\_
//////////1 /////// /��� ` — — =�O ��� � 4.SEE NOTE 7\��/ Gj _
//g 9 1 40
AGGREGATE RESOURCES ,//// / / /// //// � ����\\\� �� 7991 — _ � ��//� 1997 -� / / j� — _ �� \� \ \\ \\ \\\\��
_ // 1 / _ \\ DB 1464 PG 134 / / /� / //// ��� \ — _ i // / — — 20 \ 20 0 40
\ \\ ll 1111 1 PIN 9722-94-1847 / ��/� 2�/ �� 03 \\ \\ \\\
PLAN
1950
1940
1930
1920
1910
1900
1898
1 1 +00
3' MIN
COVER
/
j
DR11 FORCEMAIN
24" HDPE
/
GRADE
CUTOFF WALLS
SEE NOTE 6
EXISTING
%
------ ----- — —"'
/
/
12+00 13+00
14+00
1950
1940
1930
1920
1910
.GH
1898
15+00
2000
1990
•i•
m
W
<m
D
W
w
�
`-'
O
z
Z
p
m
D
m
m
1970
�
W
1960
1950
1945
15+00
KEY PLAN
`_
REEMS ,..e
CREEK
PUMP
STATION 1
C-301
GOLDVIE
WILEY
ROAD
DRIVE
MARSHALL
WY
PUMP
TATI 0 N 2
CANOE
LANE
D
F
e
0
RIVERSIDE_
DRIVE
NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY AS NECESSARY TO ACCOMPLISH
WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
A i
/
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
/
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY
FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN KIND,
RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE
/
PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER CO TION THAN EXISTED PRIOR TO CONSTRUCTION.
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%• tNS)SARY
/- O
Lq
/ > O m
< + °'
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS FOR CONSTRUCTION. ALL OTHER TO BE ABANDONED
IN PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN
EXCAVATING NEAR THE EXISTING FORCE MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING
CONSTRUCTION.
/ /
9. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
/
m N w
IQ
LL- cf) ft�
/
EXISTING GRADE
Z
�
i
24" HDPE DR1 1 FORCEMAIN
16+00
17+00
18+00
19+00
20+00
21 +00
PROFILE PROFILE
HORIZONTAL SCALE: 1" = 40HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5' VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ
CD1W
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
DRAWN BY: L. VIDYAVATHI
OLD MARSHALL HWY FORCEMAIN
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
Smith
4600 Park Road
Charlotte, NC28203
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PLAN AND PROFILE
STA 11+00 THRU STA 22+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DATE: OCTOBER 2023
Tel: [phone]
2000
1990
MMI
m
F-
fTl
D
O
z
1970
1960
1950
D ter
y.
� x
SEAL :� =
0450, '
c ;•. 4 =
�. ff ((A 1NS"�
Michael'fiCPai�� V' `
PROJECT NO. 20176-265366
FILE NAME: C301 FMPP.DWG
SHEET NO.
C-301
4
ISSUED FOR BID

V)
0
U
w
O
z
O
<
N
0
D
<
z
w
m
w
D
O
L
w
0
m
w
O
z
<
O
m
<
w
O
w
J
O
z
0
w
Cn
w
m
0
O
z
w
m
<
0
z
<
rn =
v �
CO
w :5
0
w
N
O W
r7 O
U
U a_
O
o m
U w
> w
U 11�
o z
N w
a� m
w
4 o
U W
N �
O �
o
/ m
z m
Q o
w z
U
w
o O
>
0 �
Z w
< Cn
C J
d z
w O
J Cn
_J
> W
W 0
Q �
w m
^ I m
u Q
Cfl W
N 0- .00
pi � >
E � N m
N cD Cn
cD Z
0
0
(n N N w
� � U 0
O N c
W M
Z
(D U
Z
0 E �ow >>
I
U Z U
co0
p W
j w U mCn
N
< = S
o z � U
w O N m
N Cn
z N Q Z
r7 <Z c
O w
N _ D
a'
�nl -0 C Cn 0
= v o
> L �O
0
co W
uj + CDN
w 0 / N w
� p W
X J U OCy
z
WANDA L. RICE (LIFE ESTATE) 7
TAMRA RICE NORTON AND /
Q TP #60 - #5 REBAR \ \ CARROLL B. RICE /
I N. 723457.56' \ - DB 6021 PG 429
DB 3184 PG 180
Z E. 930714.56' _ \� 9732-03-8528 I
ELEV.: 1995.03' - /
+Z i
N Lou -7 24" HDPE DR11 FORCEMAIN
. E-
Q -JC L D - C _
0 ' / ., -�
PROVIDE
STREAM DEWATETEMPORARY q \ \BRENDA R. RHODES� \� ��= ` `s- �� / / // I \� cv GOLDVIEW ROAD
v I DB 2027 PG 214 / / I o S.R. 1718
60 I
/ RING CD-5 �-\� \ _ -_� _� ' I I J \ 9732-03-3152 /.R/W PER DB 922
(SEE NOTE 10) /
\�
\ \ \\ - -
PG 629
�`/I • \ - - / \\ ��\ `\\\� _ �1� _� DTP 158 - 60D NAIL / j // INTERMITTENT I \ 1 .M��EL D. & :\'..t. P�
\ ` (PUBL/mo) \
INTERMITTEN 8" POP. \ ��� \\\ 5 ElR 0.1' AG - �� = N. 723024.34 - / / \ \ \\ TRACEY D. PLAYER \ - '
STREAM / \\� 11 POP. \ # - \ - - E. 930238.39'� / ,v STREAM I \ \ DB 3750 PG 588 \\ RECEIVING PIT
\ ElR 0.3� / 11 POP 8" POP. -- -_ �� \` ELEV: 2024.69' _- INV.: 2018.1' \� \ 32-02-0975 \ \ APPROX.10'X 10'X 1 O' DEEP \ 1 " = 40'
#5 EIR 0.2' AG f/ \ \� " \ ,TP 59 5 REBAR �- \� _� �� /-�\ \ \ \ �� ` (SEE NOTE 9)
11 " POP. 12 HDPE I INV.: 2019.6 \ \ \ \ LINE PER
\ � N: 723190.39 ��\\� �� � � \ \ 1 20 0 40
/ `15" W.P. _ \ \\ �E.• 930419.62' ��\\\\ INSET A SEE CD-1 1 ^ INV.: 2017.5' � \ 12" HDPE' \ \ \ \ \\\ \ 0 3750 PG
: ELEV : 2008.99 \ \ WETLAND \� \ 11 " MAP. \ 1\ \ \ #6 ElR \ \
\ \ �� �" ^ �\ \ , EX. 12" DIP FM �\\\ \1 CD-1 MANHOLE o.3' AG
\ �� \ \\ 17 W.P. _ - \ 11 MA �� 8" POP. - 1 SEE NOTE 7 l I �1 TA 33+44
10" ASH 12" MAP.. '\ i / 13" POP. \ \ y \ \
27 \ \ 20" POP. `f / } '/#5 ElR 0.1' 'AG' 12" // 12" HDPE �\ 0 p I 1 I REMOVE ARV \P�
l 0 \ � A REPAIR ASPHALT'
W 9 - a-_ - - - ? #$ - - - _ - - , ) - /�/ ' INV IN. 2022.E / \
11 " POP. / �" W/L• % / (INLET CRUSHED)t ` CD DRIVEWAY \
l 1 1
10" POP. /� J
7� / " �/'d /
�E-CUD 11" SYC. #5 E.S' AG % WETLAND _ !� / 0 E
j �� _ - - 201 A� �
W I� A SILT SOIL ROAD / ' � / _ 20 MSD EAS MENT PER
2 B SILT FENCE _ / / 8" POP. �- -�� A PROVIDE TEMPORARY- _ PB 1 PG 17 �--
MAP.,,,,,,,,,,,,,,
V) ',D-6 FENCE, -� � � //// STREAM DEWATERING, - u/ i / / - p ,,,%
CD-6 OUTLET (TYP.) ti / / " - /_ , , 1l CD-5 ��-� i-- / " 10" HIC.
11 YC. / SEE NOTE 10 8 POP. / 1 " El
( ) / � -_
W ��� �„ �! INTERMITTENT 1 _ _ _ _ _ _ / \ / "� \,, 1FI
W - / " / / 11 SYC. / STREAM , /� - - I -
I 10 ASH B TRACER WIRE
,,,,,,»» �„ / / / < / , / '� v % / O20 . \� �/ �. //�/ - CD 1 TEST STATION / #4 El\ A \ \"KU 1'
.STREAM BANK E / / E -� �/ �/ \ J -
i STREAM BANK #5 ElR 0.2' BG C AIR VALVE
PERENNIAL J� /� // / RESTORATION CD-5 - CD-5 RESTORATION \, �- /­I­
i i REPLACE EXISTING MANHOLE JACKING PIT
STREAM / 1 - VAULT TOP: 2010.8 �24 45° BEND / FENCE. SEE NOTE 5. / CD-1 STA 31+12
-� //// / // / / 202; (PRIVATE FM CONNECTION) \\\�._ STA=28+53 j �/ APPROX.15 X30 X 10 DEEP
EX. 12' DIP FM / / �15 B. ELDR. ' // / /j _, / �� � - _ - - \ B 5 EIR rt�ur SEE NOTE 9
/ // / - /i i - - �- \\ - N=723143.85 / EROSION # - 24 45° BEND ( ) l
- - _ CD-5 CONTROL MATTING RIDGE 0.2 tAG
_ STA=31 +54.� . f SEE NOTE 7 //// ��/ j / / ��/� - _ �� \ \`-' \ E=930238.49 / - Il/��- �20' MSD EASEMENT PER DB' ���/ / / - _'- ��� \ \� i PATTI LN LLC � � / 112" EIP 0.4N _723000.20 \ P/,
1 I WELL (DECORATIVE
/ MICHAEL G. SMITH /// / �� J ,\ j / , PATTI LN LLC t / DB 5782 PG 368 / / / CARRIE M. LEE & ROCK COVER)
%� 1303 PG 422, /i / / / 1 / E-929990.02
r-� / / DB 4484 PG 1730 // j /�/ ` // DB 5782 PG 368 1 a PVC PRIVATE PB 51 PG 173 LOT 14 / / / //� / - _1-- \ MATTHEW J. LEE I I
/g0� WETLAND / / / 9732-03.352E // / / // PB 51 PG 173, LOT 15 _ - _ _ �\ FORCEMAN PIN 9732-03-1221 // \\\ DB 5897 PG 218 ( I
PIN 9732-03-2354 .r / / // / PB 207 PG 96
-7-- -:::7 �/ j // / / �� NOT FIELD VERIFIED / / �// J I
/EIR
�O\ \ ill l /l // / "KUDZU \\\ \\ PIN 9722-93-8003 1 1
2�/// ��/
PLAN
oo
2030
2020
w 2010
w
Z
O
>
w
J
w
2000
1990
1982
22+00
NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY AS NECESSARY TO
ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
3. FORCEMAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCEMAIN.
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR SHALL ASSUME ALL
RESPONSIBILITY FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION
-
ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS,
FENCES OR ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER CONDITION THAN
EXISTED PRIOR TO CONSTRUCTION.
C
/
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%.-
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCEMAIN AS NECESSARY FOR CONSTRUCTION. ALL OTHER TO BE
ABANDONED IN PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE
-
SPECIAL CARE WHEN EXCAVATING NEAR THE EXISTING FORCE MAIN.
/
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING
CONSTRUCTION.
9. REFER TO SECTIONS 315000 AND 330507.25 FOR JACK AND BORE REQUIREMENTS.
10. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION EQUIPMENT CROSSING THE STREAM, -EXISTING
GRADE
/
BEFORE AND AFTER THE INSTALLATION OF THE FORCEMAIN, FOR THE DURATION OF CONSTRUCTION ACCROSS THE
STREAM.
11. TREE REMOVAL PROHIBITED E ETWEEN APRIL 1 AND OCTOBER 15
/
/
/
/
Z
m
+
LO00
H
w
Jo
_
Z
<
:2
/
U-) N (n
Z
00
/
/
O
U
o
N
<
V)
z ry
>
>
O
-
24" HDPE DR11 FORCEMAIN
-
N0. I DATE I DRWN I CHKD
23+00 24+00 25+00 26+00
REMARKS
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY:-M. POLLARD
CROSS CH
BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
27+00
28+00
29+00
2030
2020
2000
1990
1982
30+00
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
2060
2050
m w
< w
D
O Z
z 0
-9
�l >
m w
m
w 2040
2030
2020
2018
30+00
�O
17 1 LO
\ M
24" 45° BEND (VERT)
STA=32+84
N=722890.52
E=929920.80
i \1� W \\\
36o I \
I
JO I� /
I
31+00 32+00
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
STA 22+00 TH RU STA 33+50
KEY PLAN
REEMS-,-
CREEK
PUMP
STATION 1
C-30
WILEY
DRIVE
OADVI
WYSHALL
PUMP
ATION 2
CANOE
LANE
- E�
I �
i e�0
N
W
V)
RIVEDRII
33+00
Ilk
4 x
SEAL
0450,
•� ti�
Mich
PROJECT NO. 20176-265366
FILE NAME: C302FMPP.DWG
SHEET NO.
C-302
4
ISSUED FOR BID

0
U
0
z
0
Q
N
0
Q
z
w
F-
W
0
0
W
0
m
m
w
0
z
Q
m
0
w
Q
W
0
W
J
0
z
0
W
D
w
m
0
0
z
w
m
0
z
rn =
v �
� o
w 0
o ,l
"-) 0
U
U a_
O �
U El-
> w
U
Q
N
O Z
w N
W m
W
4 o
U W
N �
O <
o
z
Q O
g O
w z
U -
ch
o w
w 0
o �
z w
Q
V J
m z
w o
J cn
J V)
W
LLJ
� 0
Q
W m
u I m
0
(0 W
vi (p 0
v� W ` >
E M N ch
Sri I m
cn
0
N
O Z
> Z
o g Qw
oLd
no >>
U Z U C 0
�0w
Gf
U) w U U)
O N Q = S
w O N m
Ld N
� z N Q Z
r7 Q c W
N Z O _
cnl -a C cn o
:20 0
��
> L �O
o
M W
Lim
C) N
W/Nw
X -i U OO cy
• / , \ �� ��// /� �� �/� /// III r�\� ----- _--_= 3/4,�ElPBENT i� �\ -2034 \ °°11I,I �1\`\\\\'��\ \ � �� ���
l \
2040 — — —BASE�25
/ °i`J��\.12055\��\���a���
/ / / r � ��--�— — '\ \ ROBERTA. &ANGELAS. \ \ \ \\ \\\\\\\`
/ / J \ `� —� / / / I I I /�\� --i— — _ —J �\/%/ // &OL/V/AM. REESE --
// / 2050 \ I \ — — — — — = y/// / DB 5658 PG 28 I \ \ \ \\ \ \ \ \ \ DAMES W. &
\�� / l/ l l I I I (\ ` — — — _ _ _ _ — ����� / / PB 188 PG 45, LOT 1-A & 1-B I \\ r'00 \ \ \ \ \ \ \ \ DEBORAH B. CARSCADDON -- — — \
HARLAN G. RICE — — — — — — — — \ ' \ \ DB 5895 PG 834 \
AND JOY S. R/CE _ — — — — / PIN 9732-02-0221 O \\ \
DB 1842 PG 679, TRACT 1 -� �' — / i i \�\ `- , \\\ \ \ \ PlN 9722-91-3904
/ / III I � LOT __— 03�/ / " \o Ili �\ � � \ \\ � _
�N_ \ / PB 62 PG 186, 2 \o \ \ \ \\\ \ - — —
/ PIN 9722-92-4593 - — — — _ /p I , I \ TP #54 - 60D NAIL \ \ \ \� \\
// / \ 1^ - — — — — - — _ ^ — — — — — "\ \ ` \ PROVIDE TEMPORARY N � N. 722151.58
O ( I�_�� — — ................�#s E� 0.8' AG I I ELEV.:2999�53' �.. \\ STREAM DEWATERING — ——_-_�
1 I I \ ) / — — — — \ / / / /#5 E1R 0.4 AG
Q I 1 r J �j J I / / / I // �� = STREAMITTENT -- — — ' \ — — I / / 2020 / / /u (SEE NOTE 9) \ STREAM — S
\ 24 45` BEND ` � 01_ _ 2025 - / / ti ,� � •INTERMITTENT �
I� \ I STA-33+52 ` I � / / I ` /� 1 /i`LOii - _ „ 1.5 ElR 2.5 AG — — O
Z \ N=722834.23 \ I / �/ �`� ` d.202 T , _ �2 HDPE DR1 1 FOR\MAIN = — �// \
EX. 12 DIP FM / � / � oy : •.� \ \ \ \ � _ -12 .0.
~ \ \ \ E=929882.61 \ ` r - /J 17" W.O.�� 1 i 0 _ SEE NOTE 7 '
+ Z \ I I 10" POP. \\ r 0 - — -� \\ = 202 —
O 19" W.P. ` / // 3 f
U T / / ! ! j f' I '\ c�\�,1� �`�"`. T� %T/ CJ
\ r \ —
\ 1 \r�� —pF- inn -� _ �_ E E �- � �PE P 4 �E_ \ _ O
Q I ' E I 'PE 1 `-'-T F - - r 37+ �Fc _.- -� _ _ -� P� -� / / ��'+ 0 �- !,?S� P� �E 0
F- O p ,,,,,,,,,, -
/ c ;,:.::Lol
W \ I \ E 1 T6-- _ \E\�-\�\� _ -iE P-' - - i P �FOD �\ _ F_ i I k
Z O P� PE E \ "" \ \ \ \ \ \ \ ~ \ ' —•! / C3� = l \ ��. �'�' 6 P�F CO� f\ 0\
/g 'e W.P. 12" BCH O
J \ \
E \' HEM. Ul \-� \ \ \ \ \ �`• E SFO�— �` �7 �` f/ :::....:.. \ \
U E 4D 11 " POP. ` POP. _ 1 W.P. WETLAND ' \ / G
WETLAND \ \ \ \ \ \ \ \ \\ \ O \ ...; # R 0.5 AG L 00 7` o�
U I HARLAN G. RICE AND JOY S. RICE —7
?O \ \ \ \ \ \ \ _ _ _ .- — ?': \ l l i
1 \ —-.\ \ \ \ \ \ —\ \ ` \ TRACER WIRE B — PERENNIAL' ' \ STREAM BANK �, /
DB 1842 PG 679, TRACT 2 \ \ 1 1 ` I I I \ \ O TEST STATION - - RESTORATION �� Oh / O
Q PB 62 PG 186, LOT 2-B \ \ _ = OOUT�ET
SFENCE' \ \� \\ \ \ \ \ \ \ \ `S \ \\ ~ �_� �. CD 1 - /
_ D PIN 9722-92-4593 1 1 I l \ — — —?o \ A \ \ \ \ \ \ \ \ \ \ \ -. �� \ t \ '?; STREAM / E / ti J
\ \ (TYP.) �S\ _ SILT FENCE \\ \ o\ \\\ ~O �`„> `\ / �_��%�� --- \ CD 6 \ \ \ \ \ \ \ ?� \\ \\\ \\ \ \ O ` -©'.:.::I TP#53-#SREBAR /
\ \ 12' WAL. C D - 5 \ \ \ \ poi
\ \ O I / N. 722017.48
W 1 x , \ \ \ \ 1 \ \ _ — _ \ \ \ HARLAN G. RICE \\ \ \ \ \ \\ \ \\\\ \ ( \ ) ) / E. 929195.82' /
— / \ — �?040 �� \ \ \ \ AND JOY S. RICE ? \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ I 1 K' / / ELEV : 2003. 64' / // rV
W \ \ \ \ �` \ \ \ I \ — — ` _ \ \ \ DB 1842 PG 679 TRACT 1 • O \\ \ ?O \ �\ \ \ \ \ \ 1 l /
III \L ,\ \�\�. _�\_-- _—� \\� <o
LINE PER PB
\ � \\�--� PB 186,�LOT2-A.\//
\ 62 PG 186 \ \ \ 2045 �\ — \\ �\ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ 2005 . \ 1 I / \ / / / / 5
-� \ PIN 9722-92-4593 \ \ \ \ \ ( \ � / O
�\ \ — O \\\ \ \ \` \\ \ \ \ \ I / ` AVERYE. WHITE
\ \ \ \ \ \\ \ \ \ \ I I I �; \ \�
\ -- 2050 � �-- � \ I � \ l 1 DB 6000 PG 507
1 LINE PER PB \ \ \ \ \ — —� \ \ \\ \ �o� \ \ \ \\ \ \ \\\ \` \ \ \ �O I \ I / / 02
207 PG 96 \ \ � — � \ — -� �\ � \ \ \ \\ cS` \ \ \ \ > I l % PlN 9722-82-9164 / 0
// . \\ 4101
oso\
PLAN
2060
2050
2040
2030
2020
2010
33+50
L
w
\
\
0
z
\
W
N
m�
\
"
�
\
\
3' MIN
N
(ncnvFp
\
CUTOFF WALLS
(SEE NOTE
6)
-EXISTING GRADE
\
34+00 35+00 36+00
PROFILE
2060
2050
2040
2030
2020
2010
37+00
2030
2020
m
r- P
mW
<W
D
oz zo 2010
m>
mw
J
� W
2000
1990
1985
3
KEY PLAN
AI
REEMS
CREEK
PUMP
STATION 1
C-303
GOLDVIE
WILEY
ROAD
DRIVE
MARSHALL
WY
PUMP
STATION 2
CANOE
LANE
F
e
�O
RIVERSIDE_
DRIVE
-
-
NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY AS NECESSARY
TO ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR SHALL ASSUME
ALL RESPONSIBILITY FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S
CONSTRUCTION ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR AS NECESSARY ALL ROADS,
STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE
TO AS GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CO TRUCTION.
C
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%• CD-9
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NE SSARY FOR CONSTRUCTION. ALL OTHER
TO BE ABANDONED IN PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND
BENDS. USE SPECIAL CARE WHEN EXCAVATING NEAR THE EXISTING FORCE MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND
DRIVEWAYS DURING CONSTRUCTION.
9. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION EQUIPMENT CROSSING
THE STREAM, BEFORE AND AFTER THE INSTALLATION OF THE FORCE MAIN, FOR THE DURATION OF
CONSTRUCTION ACROSS THE STREAM.
10. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
-
\
`
\
\
\
-
_
\
\
EXISTING
GRADE
-
\ 24" HDPE
DR11 FORCEMAIN
z
M U
7+00 38+00 39+00
40+00
41 +00 42+00
43+00
44+00
44+F
PROFILE
HORIZONTAL SCALE: 1 " = 40' HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5' VERTICAL SCALE: 1 " = 5'
2030
2020
8
m
20100
m
m
2000
1990
1985 �titi�'iD�f�r�
SEAL
0454,81 '
INS,
MichaeillF,'of �y
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHICDM
CHK'D BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC28203
Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
STA 33+50 THRU STA 44+50
PROJECT N0. 20176-265366
FILE NAME: C303FMPP.DWGSHEET
SHEET N0.
-303
REV.
NO.
DATE
DRWN
CHKD
REMARKS
4
ISSUED FOR BID

z
0
0
0
z
0
Q
N
0
D
z
w
m
w
0
0
w
0
w
O
z
Q
m
0
m
0
w
J
O
Z
W
cn
w
m
0
0
z
w
m
Q
0
z
Q
rn =
a
� p
LL_ O
o ,l
0
U
U a_
O 0
U w
>
U Q
o z
N w
a� m
w
4 o
U W
N �
a_ o
/ m
z m
o
w z
U
0 �.I
0 L0
o >
z w
Q
d z
w O
J cn
_J
i W
w
� 0
Q m
w m
I m
u � Q
co I w
r2 .D cn
�-Itr- z
N / w
N
a_ 0
0
z
> z
o E g pw
Oui H >
U U Z C p
�ow
�
U) w U cn
O N Q =_
a_z � c�~
w U N Fr,
vi
z N Q Z
N
r7 Q c w Z O = 7;
a' -0C� D
�Icno
� v o
2�
> L 0O
M W
li + NO N
Dw U) 0 / N
_' W
X J U OO cy
ter/.=_= _�_ �/ � � � �
\ \ \\ \ \ \ \/ / ^ Q/i �i %/ \ o I ' I III "� AMBER M. PEASLEY &
\ \ \\ \ \ \ JAMES W. & ^ —��� AMALEJANDRO JA R ND I l I �� N l ESCALANLEJANDRE FLOVRES • \
_ / 2030_ - ESCALANTE FLORES 1 1 I N I l I III I I �ti d DB 5847 PG 818, LOT 1 \©\ / TP # N. 721208�A5' '
DEB DB 5895 PG
/ _ I I I O I PB 199 PG 23, LOT 1
\ ♦ \ _ DB 5847 PG 818, LOT 2 01G
/ / /PROVIDETEMPORARY PIN 9722-91-3904 _ _ / �- a� PB 199 PG 23, LOT 2 O l� Gf2AVEL E. 929101.54�Z A RAVEL DRIVEWAY J h/mil PlN 9722-91-\ 93 ELEV: 2060.95O STREAM DEWATERING — / PIN 9722-91-264o / p / l S1 !il l �,,� W REPAIR cV(SEE NOTE 10) -20 WP 3' WOOD AND \ l / ElR 0.3' BG WIRE FENCE / / / ��\\ \ \ \ B TRACER WIRE
\� = 3" W.P. � = 17 w.P. '� 7 / l l '9 I CD-1 TEST STATION
�\ �` _ u H �� !17" W.P.l ©/ l/ / / .c� . ES S ON
O Z 8`POP. 10 POPS _s CHR. _ — '� REPLACE EXISTING I / / / \ Q S I I \ \
Lc) u 8 POP. _/ /
11 POP. / / /� / / \\ �J O \ C AIR VALVE,
— — — FENCE. SEE NOTE 5. , l
+ Z 12 POP _ _ 12 D.T. 7 / BARBARA J. JUSTICE, / • ' \ o \ \ MANHOLE
4- 0��� _ ��8" POP.� 10" PO �/ / / DB 4801 PG 367 �/ /// , QQ CS `" CD-1 \ \ STA 52+ 1 6
`` PG 25
ry
�O
;L___
p / SILT FENCE B / PB 141 EX. 12 DIP FM
OUTLET (TYP.) CD-6 /� PIN 2-91 j j� SEE NOTE 7
FENCE
W ►'�r` __m ` SILK FEN/ , CD-6 / / /Q U� \
1�" J �/ , ^
/ TRAN. / Y
20 POP. - 15" D.T. _ TOOL SHED. RELOCATE \ TPED �j 2
— '-M /
= U I 12,D.T.w L// 6" MAP. — �% DURING CONSTRUCTION. \ U f5 E/R
U INTERMITTENT _ // 12" D.T. / a" D.T. ;ills E/R �� SEE NOTE 5. , ) Q� I 0.5' BG k
// — /�/ o
i' / / oG
Q W STREAM / //iWETLAND , �// , 7" POP. — _a� // �� p
= E STREAM BANK / TP #52 - 60D NAIL j // / 8 D.T.U-
(n 7575 RESTORATION N. 721822.53 8" D.T
E. 929119.50'
ELEV.: 2017O9'� �/�/24" HDPE DR11 FORCEMAIN-
/ #5 EIR /� 030// / /� JA ES W. &
1� / • 4 AG DEBORAH B. CARSCADDON �� /
20 MSD EASEMENT PER DB /
DB 5895 PG 834 / 1333 PG 143
// / / PIN 9722-91-3904
AVERY E. WHITE / / // / / / . / _ / % 199 PG 23
/ DB 6000 PG 507/// �/ /
/ PIN 9722-82 9164204
00,p// o � ///i /. %ii � �/ i ��j� � PLAN _� � /
2050
2040
2030
w
w
w
z
O
Q
LL�020
w
2010
2000
1995
4
3' MIN /
COVER
24" HDPE
DR11 FORCEMAIN
CUTOFF WALLS
(SEE NOTE 6)
/
1 /
4+50
45+00
46+00
47+00
48+00
49+C
N0. I DATE I DRWN I CHKD
REMARKS
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY:—M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
TRAILOR ON CINDER BLOCKS. I I I
RELOCATE DURING CONSTRUCTION. III I
SEE NOTE 5. I I I
�
`�' . � 'IIII I ✓ \\\ \III I
°
2050 2070
2040 2060
EXISTING
2030 2050
Oz
Z O
2020r'I `�040
� W
2010 2030
2000 2020
PIN 9722-81-732Q
\\ \\ \ \ \ \\ \ \\ \ WILEY WAYNE PLEMMONS\ \\
\ \ \\\ \\\\ \\\ \ \ \NJOYCE SLUDER GPLEMM
46? NS\\\ \ I
\\ \\ \ \\\ \ PB
DB
PIN 9722-90-3833 \\ \
\\ \ I \ \ \� \ \\ \\ \ \\
ABANDON MH IiCID
1 \ \\ \\ B EROSION
\ \o \
CD-5 CONTROL MATTING
P o #5 ElR (BENT\\
\
3'4„ EIP
0.1 ' BG
7\ DRIVE \
W O
Hl AREA \ 7 W lc
?ATELY — �Q
B
O Z
\\ GR L B GRAVEL\
DRIVEWAY REPAIR IIL
\ \
`TP #46 - 60D NAIL _ V
�
\\
W ((�
so \ -zO
J IV)
\ V V
l PB 96 PG 106, LOT 4 \jj
PIN 9722-80-2982` \/
KEY PLAN
REEMSAI
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
-304
�WY SHALL
PUMP
STATION 2
CANOE
LAN E
F
e
�0
RIVERSIDE_
DRIVE
2060
2050
m
n
i
204q
2030
2020
44N f1
1995 2015 2015 R�f���
0 49+00
A
/
24' HDPE DR11 FORCEMAIN
MAINTAIN POSITIVE
MAINTAIN POSITIVE
SLOPE TO ARV
SLOPE TO ARV \
EXISTING UNDERGROUND ELECTRIC
\
EXISTING UNDERGROUND
ELECTRIC
EXISTING GRADE
0O
N
\
\
G UNDERGROUND ELECTRIC
I
LO
/
C°
`° 0
\
Q+N
/
/
>L0w
\
IQ�
D
"
3' MIN
\
COVER
NOTES:
\
\
1.
CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD
AREAS ONLY AS NECESSARY TO ACCOMPLISH WORK.
\
2.
CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
\
3.
FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
\
4.
EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING
FORCE MAIN.
5.
THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE
CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF
ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION
ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR AS NECESSARY
\
ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER
CUTOFF WALLS
CONDITION THAN EXISTED PRIOR TO CONSTRUCTION. C
(SEE NOTE 6)
\
6.
USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. CD-9
7.
REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY FOR
CONSTRUCTION. ALL OTHER TO BE ABANDONED IN PLACE. THE
EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN EXCAVATING NEAR THE EXISTING FORCE
MAIN.
8.
CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING CONSTRUCTION.
9.
SHALLOW BURY BYPASS PIPING WHEN CROSSING DRIVEWAYS.
10.
TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION EQUIPMENT CROSSING THE STREAM, BEFORE AND AFTER THE
INSTALLATION OF THE FORCE MAIN, FOR THE DURATION OF CONSTRUCTION ACROSS THE STREAM.
11.
TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
50+00
51 +00
52+00
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
53+00
54+00
55+00
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
STA 44+50 TH RU STA 55+50
55+50 '4 {0Ilk
SEAL045408
��f!•.,
�Q
Mich% oP®o-�1; y�N5y
2023.10LAA-04'
`00'
PROJECT NO. 20176-265366
FILE NAME: C304FMPP.DWG
SHEET NO.
C-304
4
ISSUED FOR BID

V)
7
0
U
w
0
z
O
Q
N
IL'
O
Q
z
w
F-
Ir
w
F-
D
O
0
w
0
cy
cy
w
0
z
Q
m
O
w
Ir
Q
n
m
O
w
J
O
z
0
w
D
w
m
O
O
z
w
m
Q
0
z
Q
� 0
1i o
O Il
"-) O
U
cy
o �
U n
O
O w
El-
U w
_
> w
U ry
Q
N
O Z
N w
a� m
w
li =
4� 0
U w
N F__
O cy
O
Zw
Q o
C)
w z
U Of
O w
w O
0 m
z w
Q
m z
w O
J cn
_J V)
> w
w
� 0
Q m
w m
^ I m
u � 0
(D d O 0
� >
E � N m
I m
cn
--i z
N. / w
O O
N
d 0
O
Z
U 0)� Q
> z
O g pw
O H >
U Z U V 0
w
�0
U) w U cn
O N Q ==
o z � c�~
w O N Ir
a� n
z N Q Z
r7 Q c w
N Z O
a' = :5
U)I CU)0
:2 v 0
�LL_
u > L O
0
M w
li + C) (n
W a/Nw
X J U OO Ir
W/LEY WAYNE PLEMMONS / RANDY T. KUHN j _ JUSTIN LEE KUHN — L� — — � ��
�%JOYCE SLUDER PLEMMONS�����/�j DB 6198 PG 301 j/�/ �I DB 5837 PG 1867— WETLAND
DB 3798 PG 469 ��� / i PB 200 PG 122, LOT 1 \ �/ / L PB 200 PG 122, LOT 2,
PB 39 PG 6, LOT 2 / �� PIN 9722-90-082 , / PIN 9722-90-0405 r �'
PIN 9722-�0-3833� /� '/ / REPLACE EXISTING 15 \ ` \� `\;� tj
CMP CULVERT WITH 15 �'
MAILBOX.
r ` CLASS V RCP CULVERT
` \\_ ��_ =�\ \ SEE NOTE 5
r
MP
INV IN: 1997.4' _ \ TRACEF
I l ——IN�\19919' CD-1 TES S
TP #45 - 60D NAIL _
�� ` ��� = E. 926917.98
\ 1995 �� ELEV: 2005.30'
_—_ 200 B °
=� = GRAVEL ROAD =, 2005= _
yCD-3 REPAIR —
n 24" HDPE
y
c) — -DR11 FORCEMAIN 2015= — —
� � 15" CMP &PVC
INV IN: 1986.2
INV OUT.' BURIED \ -REP
CMF
C LA
EROSION
CONTROL
113
2030
2020
2010
w
w
w
zo 2000
1990
1980
1970
55+50
0
56+00 57+00 58+00 59+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
REV. DATE DRWN CHKD REMARKS OCTOBER 2023
NO. DATE:
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
1970
2020
1960
2010
m
1950
2000 zz
zo
Ti
m
>
Ld
m
J
W
<ISTING 15"
RT WITH 15" 1940
'P CULVERT
1990
1980
1970
60+00
1930
1920
1918
6
INTERMITTENT �19i �i / �'��
\�� STREAM = -- Z. �,
# .�'�r EX. 12 DIP FM`���_-�
TP 44 - 60D NAIL 48" CMP _ SEE NOTE 7 AMANDA CHRISTINE MORRIS
N. 720392.75� ti ��\=� INV IN. 1936.4 _ - _ J DB 5168 PG 1047
E. 928723.61 ���:... i/`\\ PIN 9722-80-8027
'`� � .,.� - INV OUT. 1931.7 _
1 ELEV : 1958.13 ) — JUSTIN LEE
#4 EIR 0.1 BG 20' MSD DB 5837 PG 1867 /
1 "DRY RIDGE" EASEMENT PER DB PB 200 PG 122, LOT 3
1 1303 PG 417 — PIN _9722_� 52� -�/ �
PE
PE ` \ POLE BARNyy�
\ IIV 1 GrCIVII I I GIV 1 I I I
" w, STREAM
POSSIBLE • .4 ,s/\C
WELL `V
pp �J
\ ] b
REPLACE EXISTING 15"
CMP CULVERT WITH 15"
CLASS V RCP CULVERT
\
I
\
EXISTING
GRADE
24" HDPE DR11 FORCEMAIN
C
CUTOFF WALL CD-9
11
\
\
3' MIN
COVER
\
D+00
61
+00 62+00
63+00
64+00
65+C
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
1970
1960
m
1950 <
D
O
z
TI
m
m
1940
1930
1920
1918
0
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
STA 55+50 TH RU STA 65+00
KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
C-305
MARSHALL
WY
PUMP
TATI 0 N 2
CANOE
LANE
F
e
0
RIVERSIDE_
DRIVE
pD ter
's
,• 0'
y.
� x
SEAL
• 0454613 '
c ;•. 4 =
•� '�` 1NSf&t yam.
Micha Y *opmv�`
2023.10.6&#5{1W))-O'4'00'
PROJECT NO. 20176-265366
FILE NAME: C305FMPP.DWG
SHEET NO.
C-305
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
N
Fr-
o
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
+
z
4
±
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
7 /
E
\ C)
s ©
/ 0
0
/
/ /
o E
o /
% ^
LLJ
e
\ e
G \
04
% /
e /
J ±
LLJ
\ /
/
i /
2 ±
/ /
2 z
o -
0 Ld
E 9
c \
z e
< g
/
2 0
\ \
/ ry
$ \
� � I
� 2
§ / � /
\#\ \
/ S ® E
6 I
/ / /
\ N CA/
00 c
E �J c
/ / 3 \
0) \ g
� � ,\
0 \ 0 / \
E e o » 2
e
©ƒ0/c
CL N c E c
0 -j 0 3 /
< <
EN ±
2 p e
2 o w Fr,E»a3
© N < \
2 <
q / \ I /
y q /
-0 § © 0
\ 0 \
/\ \LLJ
0
ƒ q i % /
x -i o @ ±
ISSUED FOR BID

_
F-
0
U
0
z
0
Q
N
O
_
Q
z
w
F-
w
F-
D
0
F-
F-
U
W
O
cy
W
w
F-
0
z
Q
O
Q
0
w
J
0
z
0
w
D
w
m
0
F-
0
z
w
Q
0
z
Q
rn =
v �
� cn
� o
w U
r`
O ,l
"-) 0
U
o �
Q w
U a_
O �
U El-
> w
U �
Q
o z
w N 11�
w
U 0
� w
o <
d
O
z
o
w z
U
0 Ld
O U
o �
z w
Q
V J
w z
w o
J cn
J V)
LLJ
w O
Q
w w
u I m
(0 �Ld
o
p� W L0 >
E o N ch
O co cn
O
U
N N w
U 0
O N
d \ - p
W O
Z
d O Q
z
p LLJ �
H U > Z
W / j U
Z U LLL 0
N O elf W
w U
O N - ==
a z U
3: O N
Lj
z 'N
Q Zw
�
N ZQ 0 _ �
0' D
U)I -aCcno
:20 0
:2 LL_
> L 0o
0
M W
li + C) N
W/Nw
X J U OO cy
w
w
MARGARET R.
MORROWDB PG 9J7
DB 4783 PG 844
DB814PG65
PIN 9721-89 -7393
\ \ \ I III I l � \ ��\`�• /�
\
I o REPLACE EXISTING \ \
44 FENCE. SEE NOTE 5.
� I AG \ 24" 45° BEND VERT STA 75+06
\ LINE WITH THE EASTERN \ \ \
\ MARGIN OF NC 251 PER �-
\\ DB 814 PG 65
- 24' 45 BEND (VERT)
♦ / ♦ ,S �1 ♦ . ♦ I ♦ 'IIL'♦r �!J•;.,HELEV.: 1948.08'
/ JAMES WILLIAM MARY A ATKINS // // / / THOMAS & THERESA '
\ / MORROW \ l DB 5762 PG 2 SCOTCH/E
DB 3490 PG 249 \�\ \ \ ��� \ \ \�_ PlN 9721-88-8846 �� //��j�/ DB 1951 PG 140
PIN 97.21-89-7005 > \ \\\ �i / �' DB 1638 PG 259 /
�\//� .PIN 9721-98-1746 (�1 N
/� / /INTERMITTENT -
��Epp\\ _�/ // STREAM J \ _ „ _ ,
799 / \ \ \\\ / / // , /� _
\� i/ E STREAM BANK / 1 40
CD-5 RESTORATION / \ 1 20 0 40
A PROVIDE TEMPORARYJ6 CMP
l IN. 1962.3
\lo, �� STREAM DEWATERING W
/ EXISTING PK NAIL \� \ \ \ \ \ ���\\ ���� C SEE NOTE 13 IN o 1961_2' �// - c Z
` \` \ 7 \\ \ \ / ( ) r CONC. DWALL (p
/15" CMP � 4 ElR
-// H GRIND AND �� lNV IN. 1964.3E #_ _
CD-3 OVERLAY' // INV OUT. FULL OF DEBRIS LINE PER DB
00
\� 24 HDPE D 11 ORCEMAIN /�j/ �9 3/4- EIP 0. 4' BG _ _.. O +
.= ��_� �\ 6 TALL ' 20' MSD EASEMENT PER DB d
_1975 % 1 g7-9� J- r DECORATIVE HEAD / / �� / JI O
\ \\ 1316 PG 633 ��� l LINE PER DB _ O
1 lNv lN: 1947.6' , WALLS PROTECT \��� _ //� 5762 PG 2
OUT. 1942. 0' 12 HDPE IN PLACE ' 15 - CMP _ _NC HIGHWAY 251 /� Z
-z /l lN• 1954 1 OLD MARSHALL HWY.
- -. 1960 �/ �� _ lNV lN: 1951.0 /NV OUT. 1953.2' - MAINTENANCE LIMITS =
r // 8" CONC. HEADWALL ' INV OUT. 1950.E \
PER DB
,
r
-\0
\0
LINE PER DB
_.. ..:::.:..:.::�...�;_„-_.._;..,._,......-=-..... -
fi 5555 PG 1012 /
TRACER WIRE B
m - TEST STATION CD-1
CONC. HEADWALL ` / m 1 LINE P R DB �/ - -
���//ice f BUSI ESS ENTRANCE , 1611 P 22 72 CMP i
FOR M RS AUTO SALES
72„ , J \� / �� - INV IN 1954.3' /
Y. f �_ INV OUT. 1954.2 i
B SILT FENCE \ y CMP/ ��\ //
CD-6 OUTLET -IYP. WV IN. 1944.6,/ ASPHALT A TP #4 �ODI �l IL ./% / /
( ) �� ...WV
OUT. 1943.9 ! N. 71884
DRIVEWAY REP/ CD-3 - I - FENCE CD-6
E. 928519.SILT
82 / /�
SEE NOTE 12 \" l �� ELEV.: 1956.23'//�/
EXISTING STREET _ �f - \ l /
GRAVEL DRIVEWAY
SIGN. SEE NOTE 5. B
PERENNIAL 1�72- REPAIR (TYP.) CD-3
STREAM - �/ �_��//� //// l STREAM lNv lN: 1946.4 \ / �, -�
l ASPI
\ o�r 1946.0__ �f� �9h / J
CAROLYN R. & CALVIN
............... / / / DB 5470 PG 1538
\ `p DB 1235 PG 435
DB 786 PG 321
DB 248 PG 5 )
PIN 9721 -78 -9845
1970
1960
z
0
Q
_1 1950
w
1940
1930
74+50
NN
� PERENNIAL N IAL MARTIN M. HUTZEL J / 1,
/ SHAWN M CROWLEY
ol
JUL/E E. BOYCE-HUTZEL
STREAM DB DB 1611 PG 022 �/ DB 5555 PG 1012
--PIN 9721-88-2650 j / / l l / PIN 9721-88-5676
PLAN
",-0-�
8- CONC.
MANHOLE INV.: 1957.7'
CD-1 „STA 83+86 PERENNIAL
84-f METAL ^ REAM /
(RE -PURPOSED
FUEL TANK)
PERENNIAL B
2BG , CONTROL
STREAM i/ i/ MATTING
I / / O•/ / ; LARRY
LINDA MITCHELL
/ - DB 294E PG 210
PIN 9721-88-4222
ASPHALT A //-/� j � U
DRIVEWAY REPAIR
71' FIG PRIVATE
145 R/W PB
I/ l LARRY & LINDA MITCHELL
DB 2093 PG 212
11 I III 4 l PB 71 972�G884 6378 T 2
LL
NOTES: 8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN)
AND DRIVEWAYS DURING CONSTRUCTION.
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY
AS NECESSARY TO ACCOMPLISH WORK. 9. PROTECT ROADWAY CULVERTS AT FORCE MAIN CROSSINGS.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES. 10. SHALLOW BURY BYPASS PIPING WHEN CROSSING DRIVEWAYS.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11. 11. THE LIMITS OF DISTURBANCE (LOD) ALONG OLD MARSHALL EXTENDS FROM CENTERLINE OF
PAVEMENT TO NO MORE THAN 10 FEET (10') OFF THE EDGE OF PAVEMENT.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
12. CONTRACTOR TO AVOID IMPACTS TO THE 6' TALL DECORATIVE HEAD WALLS AND BRIDGE.
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR CONTRACTOR IS PERMITTED TO INSTALL THE PIPELINE UNDERNEATH THE PAVEMENT TO AVOID
A
SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING SUCH IMPACTS FROM APPROXIMATELY STATION 78+50 TO 81 +00.
\
/
FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR
24" HDPE DR11 FORCEMAIN
AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE 13. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION
-
PRIVATE PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER CONDITION THAN EQUIPMENT CROSSING THE STREAM, BEFORE AND AFTER THE INSTALLATION OF THE FORCE
EXISTED PRIOR TO CONSTRUCTION. MAIN, FOR THE DURATION OF CONSTRUCTION ACROSS THE STREAM. I
MAINTAIN POSITIVE MAINTAIN POSITIVE01
C
EXISTING GRADE
SLOPE TO ARV SLOPE TO ARV
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. CD-9 14. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY FOR
_
--
CONSTRUCTION. ALL OTHER TO BE ABANDONED IN PLACE. THE EXISTING FORCE MAIN LIKELY
___--------
HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN EXCAVATING 3' MIN
NEAR THE EXISTING FORCE MAIN.
COVER
+
Q r7
(D
rn
00
-
MAINTAIN POSITIVE MAINTAIN POSITIVE - - - - -
SLOPE TO ARV SLOPE TO ARV
24" MIN
No co
0
(TYP)
EXISTING
w I +
Lo18
" CMP
> r-
CULVERT
-
N
+ p
m00
D-
w
0
N (n
Z
W
m
0
+
Q
N
cn
REV.
I DATE I DRWN I CHKD
75+00 76+00 77+00 78+00
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
REMARKS DATE: OCTOBER 2023
79+00 80+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
81 +00
82+00
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
83+00
84+00
1970
1960
m
r
m
D
0
z
m
1950 m
._�
1940
1930
85+00
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
STA 74+50 TH RU STA 85+00
KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
MARSHALL
C-307
PUMP
STATION 2
CANOE
LANE
17
F
e
�O
RIVERSIDE_
DRIVE
44��}titiiCA/? fJ
•q 0 - l
EAL
0450,
Micl a, .+oyy�`
2023.1 p��i1•
l'f3' AfA:10 4)-04-00'
PROJECT NO. 20176-265366
FILE NAME: C307FMPP.DWG
SHEET NO.
C-307
4
ISSUED FOR BID

z
w
w
O
U
w
O
w
w
O
z
Q
O
w
Q
ry
O
w
J
O
z
0
w
D
w
m
O
O
z
w
ry
Q
0
z
a
3 ~
m C/)
m �
o
w u
00
O l
to O
U
0
o rK
U n
O ry
m
U w
> w
U �
Q
N
O z
w
Q) �
w
i.7 _
o
U w
a�
n O
/ w
z �
w o
U
r
O Li
O �
Z w
Q L
n Q
z
w O
J V)
J cf)
5; LLJ
ry w
w O
Qry
w w
I m
u (0 w
N aID n
-
o 'n O
E r? N ry
I w
(D Z
V N ON
O ON O
W O
Z
U � E Q
� � �
z
o :2ow
Ld
n U >
U Z v �
Of o w
> w U �U)
O
n Z ��
w O N m
U w
vi
J
Z NN Q Z
r7 Q C w
CIAZ U =
Q' z
U)Iocno
�w
u O i U O
U) ch w
o cn
w U) / N
xx_jc3 Ory
THERESA
DB 1847 PG 600 B 'TRACER WIRE
\ \ PIN 9721-98-1496 2 CD-1 TEST STATION
30' PRIVATE 07
\ . DB 184 \PG 600 �� �\ 2pOS\\ ,� E STREAM BANK -
\�`�� CD-5 RESTORATION
-� CD-3 OVERLAY J \ PROVIDE TEMPORARY
� _ \ GRIND AND \ �n \� PIPE SHALL MAINTAIN 3' �//.�� A STREAM DEWATERING y
- _ -_ _1- /► MINIMUM SEPARATION FROM - CD-5
Z � 15" HDPE � g � �!� 9s \� SEE NOTE 12
Q lNV IN.- 1968.0
GRAVEL DRIVEWAY 1 ` 19y0\\� THE EDGE OF PAVEMENT )
CD-3 REPAIR / ��=1 85 ���\\\� v —F �-
lNV OUT. 1967.4 �/ 7 NC HIGHWAY 251 ��.�.� ' H
\ � 9 �\ = C� �1 RIP RAP SLOPE
Q ( D-
TP #40 -5 REBAR \ ���.� \ OLD MARSHALL HWY.' ` ` = CD- PROTECTION
l `N. 718523.18' - \ �\ MAINTENANCE LIMITS R/W 1 \� -
O z I E. 928895.11 ' \ PER NCDOT � �� � r , 0 /11�00
+ Z ELEV....._ -LINE PER DB = Z \//
\_ 1847 PG 600
Q —. m�j j
00U — MLn Oy��'
�o
-- (N
LINE PER PB •�
w� \ � no+o �
Z Oe 71 PG 145 i �\ .: _� .
J h 44 MAILBOX. Z O
MAILBOXES. p #5 E/R
U\� MAILBOX. �- \ SEE NOTE 5 ` -H
SEE NOTE 5 ~~ SEE NOTE 5 '� LLL��� �«1 (/)
Q EXISTING STREET j % rr
W -SIGN. SEE NOTE 5 I
60 f METAL � — O =
(RE -PURPOSED FUEL TANK) I p��.. .WETLAND Z m
-
W \ \� lNV IN: 1964.0 f PERENNIAL STREAM
W INV OUT.- 1963.7f
HARLAN &
\ LARRY & LINDA MITCHELL �\ \ \ '� JOY RICE
DB 2093 PG 212 \ -� / 0
PB 71 PG 145, LOT 2 k- \ \ -� -� / DB 4661 PG 425
-\ PB 71 PG 145, LOT 1 PLAN
9721-88-6378 \\_ \���\� / 9721-88-8390 I �� --c _­�
2010
2000
1990
w
w
w
z
O
Q
L-Lij 1980
w
1970
1960
1955
8
REV.
DATE I DRWN I CHKD
RONALD S. FERRELL, \ \\ \
TRUSTEE OF THE RONALD S. \\\ \ \�\
\ FERRELL REVOCABLE TRUST \\\
�\ \ \ \\ \ \\\ \ \ \ DATED MAY 6, 2020
- \ DB 5901 PG 1560 \` /-
,� TP 139 60D NAIL \ �\ PB 120 PG 95 \ \�
' N: 718161.76' INTERMITTENT \\ ��\2
929203.29' STREAM
\ \ \ \\ C PIN \ 721 ` \ \5811
ELEV.: 1981.8 1' ' ��\\
/ = \ 4" HDPE DR 1 cFORCEMAIN,\\
VARIABLE
f STONE HEADWALL
ANTHONY & LOLA GREGORY
DB 1877 PG 303 {f-200O
/ PIN 972,1-98-0114
QkiE
1 " = 40'
20 0 40
TP 138 - 60D NAIL~/
N. 717771.38'
;/ /
E.• 92914& 65
= ELEV.: 1998.59' /
TYP j � WETLAND
(
)NEY RIDGE. LLC
1 2097 PG 286
9721 87-9833
NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS
ONLY AS NECESSARY TO ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE
MAIN.
BURIED CULVERT.
/
CONTRACTOR TO
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE -
CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF ANY KIND FOR
-CONFIRM INVERTS
'
Z
DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN
KIND, RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING,
/
WALLS, FENCES OR ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE TO AS
24" HDPE DR1 1 FORCEMAIN
GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION.
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%.
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY FOR
/
CONSTRUCTION. ALL OTHER TO BE ABANDONED IN PLACE. THE EXISTING FORCE MAIN
LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN
EXCAVATING NEAR THE EXISTING FORCE MAIN.
EXISTING GRADE
/
/-
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE
OPEN) AND DRIVEWAYS DURING CONSTRUCTION.
/-
9. PROTECT ROADWAY CULVERTS AT FORCE MAIN CROSSINGS.
/
10. SHALLOW BURY BYPASS PIPING WHEN CROSSING DRIVEWAYS.
11. THE LIMITS OF DISTURBANCE (LOD) ALONG OLD MARSHALL EXTENDS FROM CENTERLINE
BURIED CULVERT.
OF PAVEMENT TO NO MORE THAN 10 FEET (10') OFF THE EDGE OF PAVEMENT.
CONTRACTOR
TO
CONFIRM INVERTS
-
/
12. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION
EQUIPMENT CROSSING THE STREAM, BEFORE AND AFTER THE INSTALLATION OF THE
/-
FORCE MAIN, FOR THE DURATION OF CONSTRUCTION ACROSS THE STREAM.
13. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
�-
/
5+00
86+00
87+00
88+00
89+00
90+00
P R n F 11 F 91
+00 92+00
93+00
94+00
95+C
REMARKS
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHK'D BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
2010
m
m
1980 m
1970
HMO
1955
0
OLD MARSHALL HWY FORCEMAIN
PLAN AND PROFILE
STA 85+00 THRU STA 95+00
KEY PLAN
REEMS.-
CREEK
PUMP
STATION 1
CADVI
SHALL
-308
PUMP
STATION 2
LAAN 0 E
RIVEDRII
ti �d 4� � � 8� • �f�'.
X
SEAL
04546 r ' _
q-':
Michael �}�', o;�
PROJECT NO. 20176-265366
FILE NAME: C308FMPP.DWG
SHEET NO.
C-308
m
ISSUED FOR BID

F-
V)
7
p
U
W
0
z
0
Q
N
m
O
Q
z
w
F-
m
w
F-
D
0
F-
F-
0
w
0
m
w
m
w
F-
O
z
Q
m
0
W
cy
Q
n
m
0
w
J
0
z
0
w
D
w
m
O
F-
0
z
W
m
Q
p
z
Q
rn =
� p
W 0
rn
O ,l
"-) 0
U
o �
o m
U n
O
o m
El-
U w
> w
U ry
Q
o z
w N m
w
4� p
U w
a� F--
o cy
O
zw
Q O
0
w z
U
Of
O w
W 0
0 cy
Z W
Q (n
V J
m z
w O
J cn
_J V)
i W
W 0
Q r�l
W W
^ I m
u p
Cfl W
N d O p
0) � >
_ESN m
NI
m
Lq uj cn
LO z
0
0
(n N N w
O O U p
O N C
d \ - p
W O
Z
U L- Q
� U
z
o pW
0�� >Lli >
U z U w 0
W O
> w U �cn
N Q = S
w O N m
vi
C)
N Q
r7 Q 0 wz
N Z =
U) -0 C cno
:20 p
�LL-
>
0 L UO
0
co W
Li + CD N
W a/Nw
X J U OO cy
LIGHT OF LIFE TABERNACLE. /NC. WETWELL VAULT DI #1078 / x
DB 3640 PG 35 / / TOP: 2011.10' GRATE.• 2013.0'
DB 1334 PG 15 / C/L OF BOT.. 1996.23' INV: 2006.0 f
2050 / / / / NCDOT HIGHWAY PLANS -PROJECT #32108 SIDES OF BOT.: 1996.26' (INV. FULL OF DEBRIS) Y •!`�`
- / NO / EXISTING NAIL
/ EXISTING NAIL REPLACE EXISTING
0.4' BG FENCE. SEE NOTE 5. 0.2' BG 5.-VA E VAULT
TO 2011.1: PERENNIAL
3 FFE: 2011.2' TOP PIPES: 004.4 STREAM
20, FLOOR. 002.7'
--`�` GUARDRAIL y /�
24" HDPE DR 11 FORCEMAIN �i I I�- ��/� SEE NOTE 5 1i P/GOT &
24 ' CMP / /��='�'r' ° L00 BFP
V IN: 2005.8' �, #5 EIR 0.2' BG NCDOT
PIPE SHALL MAINTAIN INV UT* BURIED H GRIND AND % �00
3' MINIMUM SEPARATION " CONCRETL CD-3 OVERLAY
FROM THE EDGE OF / �- HALL _� - I z
_ PAVEMENT., �?
EXISTING
NC HIGHWAY 251 - /05 �00 „__ / P S # 2 N OT I
- OLD MARSHALH L WY. �� 12 PG 19 IL
MAINTENANCE LIMITS R/W
_ PER NCDOT
wMAILBOX /// _CONTROL PA
SEE NOTE 5p��P _ _ GENE]
48" CMP
*VV IN. 2006.0'
INV OUT- 2005.9'
DB 4851 PG 684
V129 PG 82
IN 9721-97-4331
/ /
SIGN. SEE
NOTE 5.
I SIGN. SEE
�JT1 NOTE 5.
EX. 18" DIP FM
SEE NOTE 7 _ 1" = 40, \/
APPROXIMATE TOWN OF WOODFIN
^ MUNICIPAL LIMITS \ 20 0 40
SMH-MSD 1118-448932
RIM: 2016.6' SEE CD-11 INSET B
INV. IN. 2007.3' 1 \
INV OUT. 2007.
1 -
INV IN: 2009.8'f \
\ INV OUI 2008.3' \
0 VERA E. GUTHRIE 1
EX. 12,> DIP FM i �j/ % DB 4377 PG 177 � f TRACER WIRE
SEE NOTE-7 /DB 3652 PG 823 (NCDOT) MH RIM: 20, 1'� TEST STATION
'' be
�� �
0
07
a =
0- ON
�• �� Q(0
�G <
,A / w
fY
2030
2020
w
w
w
0 2010
2000
PB 129 PG 82
� V _•- I I 1
PIN 9721 -97 -342� ;, B
_ / r
\B DGE / , STREAM PERENNIAL_ - 10 �j//// INV IN. 12o12.2Pf I iINV. 2d12.2 D-1
/ CMON j ;� SMH RIM. 2011. W LAND / INV OUT- 2010.4 C �; (INV. FU
/ J ALA t
BRIDGE. �//
�- TOP OF VALVE: 2006.1 ' J 7 . � �/ r � METROPOLITASEE NOTE 5.�_ 2019 -�/
6 " � CMP VERA E. GUTHRIE j/ ` v VA T " 2�2p SEWERAGE
E4377 pG TRIG T \
INV IN: 1996.4' DB 4377 PG 177 PB 129 PG 82 LOT 1 /
INV OUT. 1995. 6' / PB 129 PG 82 LOT 7 /� / TOP. 2011 5' _
_ \ PIN 9721-97-3342 'tL,
PIN 9721-97-2468 �j TOP FM: 2004 8
/ STREET N. �/ --- ?oo .2'
SEE NOTE 5. // �� B SILT FENCE - METROPOLITAN /
CD-6 OUTLET (TYP.) _ SEWERAGE DISTRICT
lg 18-3116 DB 1285 PG 774 /
^ / 7"'
- 30 \ DB 3712 PG 193 \ ,
PROVIDE TEMPORARY05. (NCDOT) / )1
STREAM DEWATERING PIN 9721-97-3388 ABANDONED
CD-5 \
ASPHALT A (SEE NOTE 10) 04`- _ FORCEMAIN
DRIVEWAY REPAIR CD-3 �/� i ��� VERA E. GUTHRIE /
DB 4377 PG 177 O
C KUYKENDALL BRANCH RUAi, � ',,� PB 129 PG 82 LOT 2 /
S.R. 1716 �� / PIN 9721-97-2350 PE
/ o 45' R/W PER DB 1789 PG 770 I / / / - �- N, \ \� ��E �
VERA E. GUTHRIEP�.�N" Eom''/
DB 4377 PG 177 � 10 SM T
PE
l / JACK F. WAXENBERG 1 / PB 129 PG 82 LOT 6
/ l DB 5505 PG 1846 (-� PIN 9721-97-2402
PIN` 9721-97-0426 _ P -
PLAN
SMH- SD # 18-448931 \ \
RIM. �20.2'
INV. l 2006.6'
INV. 01T.• 2006.5' \ \
_-
:.......:::.::..::... / ~
1 -• WET NLA D ,
A EROSION CONTROL B
�1 MATTING CD-5
` REPLACE EXISTING
m FENCE. SEE NOTE 5
1 --6" HDPE DR 13.5 FORCEMAIN
'EX. 20" HDPE FORCE
MAIN. PROTECT IN PLACE. \ ti22 \
A
\ SILT FENCE CD-6
CANOE LANE \ �\
S.R. 1863 COUNTY OF BUNCOMBE
60' R/W PER PB 50 PG 7203pOB 1263 PG 182, TRACT 2
(PUBLIC) � \ PIN 9721-95-9 33\
i m�
030
020
m
r
m
D
010
�l
m
m
EXISTING 20"
FORCEMAIN
KM
KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
MARSHALL
WY
-309
TATIONMP
22
CANOE
LANE
D
F
e
�O
RIVERSIDE_
DRIVE
NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR
TCE AND LOD AREAS ONLY AS NECESSARY TO ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT
ALL TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS,
DR11.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE
OF EXISTING FORCE MAIN.
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED
EASEMENTS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY
FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE
CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN KIND,
RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES,
LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE
PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER
CONDITION THAN EXISTED PRIOR TO CONSTRUCTION.
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. C
CD-9
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS
NECESSARY FOR CONSTRUCTION. ALL OTHER TO BE ABANDONED IN
PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT
ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN EXCAVATING
NEAR THE EXISTING FORCE MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS
(KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING
CONSTRUCTION.
9. PROTECT ROADWAY CULVERTS AT FORCE MAIN CROSSINGS.
10. SHALLOW BURY BYPASS PIPING WHEN CROSSING DRIVEWAYS.
11. THE LIMITS OF DISTURBANCE (LOD) ALONG OLD MARSHALL
EXTENDS FROM CENTERLINE OF PAVEMENT TO NO MORE THAN 10
FEET (10') OFF THE EDGE OF PAVEMENT.
12. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO
ANY CONSTRUCTION EQUIPMENT CROSSING THE STREAM, BEFORE
AND AFTER THE INSTALLATION OF THE FORCE MAIN, FOR THE
DURATION OF CONSTRUCTION ACROSS THE STREAM.
13. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
1990
95+00
96+00
97+00 98+00 99+00 100+00
1990
101+00..
I
C.AI?D ff�r
8�0
PROFILE
AL
` '� 45SE s�
HORIZONTAL SCALE. 1 = 40
•: y GIN
VERTICAL SCALE: 1 " = 5'
lly' y�
MichaR440
2023.1�119:fl, 04'00'
DESIGNED BY: R.
NANCE-GONZALEZ
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
PROJECT N0. 20176-265366
DRAWN BY:
L. VIDYAVATHICDM
OLD MARSHALL HWY FORCEMAIN
FILE NAME: C309FMPP.DWGSHEET
SHEET NO.
-309
CHK'D BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
Smith
4600 Park Road
Charlotte, 4 820
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PLAN AND PROFILE
STA 95+00 THRU STA 100+75
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DATE:
OCTOBER 2023
4
ISSUED FOR BID

I/ / / / �__- INV : 2036.0' - Z
42" CMP / ;( ��\ / / ry / ///jam = �2040 - _ / ////0
PROVIDE TEMPORARY - INV IN: 2009.8 f 1
A 32 0 - / CHAIN K � -EX. 20 HDPE
STREAM DEWATERING 6 I-INV OUT. 2008.3 /
CD-5 ,./ / / I - _� _ _ FORCEMAIN LOCATION / Q
� \ (SEE NOTE 10) 3 \ /� / / / / I %� / SMH-MSD 18-4193672045 _APPROXIMATE IN THIS
/ RIM: 2066.8 - ASPHALT - O \y^ �� PERENNIAL -� / / �=� AREA PROTECT IN PLACE � Z
\�� \ f\ PE / / �� / lNV lN: 2045.2 CURB _
��;., , STREAM p / / / / / /O/ j / / INV. OUT- 2045.1 ' - � �
o \o \ J XIST/NG 0.2 BG \ Z - / TREATED RMB -
z \N �. , \ ,;;; 'N� DB �263 PG 182N TR4�T 2 / / /� /� 30
/ //, �0
/ / /� SMH MSD 419366 / /� GUARDRAIL., / ()
0 48" CMP t� PIN 9721-95-9833 / / RIM: 2058.8 / 12" SQUAR POSTS , �i S SS
I I I
N \�\ )NV lN: 2006.0� = 3 `� ` ; J REPAIR / / / // j INV. IN. 2044.0' % PO RAILS - - SS � A
lNV OUT. 005.9 / RIP RAP / / _ / '/ ,�� , A
J \\ ��` U J lNV OUT. 20438// / �-- SS °`�
o / r / VARIABLE WIDTH MSD SS B 0
_ 1 SILT FENCE B / i�"
� r % 1 \ S _., ,•_.% j / / / EASEMENT PER OB
OUTLET (TYP.) CD-6 ^�/ / 5020 PG 1110 & PB ® 24" HDPE I
Q DB 1 P 84 3 .,�I '� T 132 PG 34 / O
PG 82- / 201� _ 30 � i 01
/ 1 I PlN' 172 - 7- 31 �BEND _ _ 40 -�� // /� ���� �'?0�' �// % 2� FORCEMAIN LOCATION / E h
EX. 20" HDPE
J +06 -'`,� / / / / SMH MSD # 18-419365� CONCRETE
<;, 7 g /� /p �/ J / APPROXIMATE IN THIS 4 WASHOUT CD-9 _ 0
03 / RIM. 2049.4
I\ I / 2/ / ; ,� /r� // AREA PROTECT IN PLACE
_ 02' 1 ;�'' j/ i A INv. IN. 2042.5�� J /j / - REPLACE EXISTING
/ DE E E_�
1' 4 4. SILT IN /� _ -
\ CONNECT 6 ' `� FENCE - 2042 _ -
.• - ` O V OUT• 4 ✓ J � G � ASPHALT `,
ll \ ; .ty / F E CD 6 / l,� ////S FENCE. SEE NOTE 5 w
\ FORCEMAIN ® i _ _ 0�� ' EX. 8" DIP SS. •� / i 7 , PE -APE S
p NC H/GHWAY TO PS 2 `' \ �� 2 / j PROTECT IN PLACE GUARDRAIL. p -�S (/)
= OLD MARSHALL H #/�� !° S
SEE C-201 f'` - O �� - SEE NOTE 5' 10
11�4/NTENANCE UMITS \ \ \/ /// �Oa ✓�' / EROSION gLd
I PER 0'CONTROL SS 8+0 \ PE� W
SS `\ INSTALL FORCEMAIN IN SAME TRENCH MATTING P Vi
I I I �� / TRACER WIRE B Sb0 AS ABANDONED GRAVITY SEWER. '�G �/ P E / \ TCE - O
_ L00 TICEE-�LQ O H GRIND AND TEST STATION CD-1 E P
1 `I'`. :''� 18" HD�E� I / V� - '�„� � / �l�L TP 3 - #5 BAR \ O
o_ 1yD- OVERLAY REMOVE OLD PIPE AS NECESSARY
elf
\ ( INV IN: INV: 52� \ /�� 2�5� / // SCE L �i '
w I I 1 4 �' S� / �'� P LlD� N. 716686.7 8 +
II 1 1 I ( D 3 (INV. FULL OF DEBRIS) SO 2 U E y .. O
O I � % INV OUT 2010.4' / / / S ,
z I 5 ElR 0 2 B P 9 21 9� i/ O I �c \ - 4 //' ��/ �1 Q
I I , / h j / P 0j _0 ✓E A HOE CD-1
I I (( / WETLAND cL� / I S F�, �� / p / / /� ASPHALT A I li \ F-
I /
o I'III/ )J IIJ IJ� / 9�11/fETRPO1IT1N ISTREA BANK I SAD DRIVEWAY REPAIR -n-
LL. '' RESTORATION / _!!I3
I \I I , LLI
Or
STA 7+21 C } Z
i l / / /l / SEWERAGE DISTRICT �/ ABANDONED / I ANOE LAN s O Sd AIR VALVE MANHOLE CD-1 J
l / �, / DB 4377 PG 177 j / / FO RC EMAI N S.R. 1863 Ci d ® 1-3 CFO F MATS -�
/� ElP PS 129 PG 82 LO 1,,-
0 - ' S _
PIN 9721-97-3d42 / / / i �� 60' R/W PER d0On\
// OL�� / / PB 50 PG 7 BUNCOMBE COUNTY . H
O \ "' I I / �/ VER4 E GUTHR/E ���(PUBLIC) ' 0 4+92 C ( TRAINING FACILITY Q
\ , j 24HDPE DR 1 1 FORCEMAIN /� DB 4377 PG 177 • /� / I AIR VALVE MANHOLE CD-1 ENTRANCE
/ PB 129 PG 82 LOT 20 �0 � / / SMH-MSD M 16 < \ J i
N ry/ PIN 9721-97-2350 / RIM.
INV IN:
LLJ/� / / / / INV OUT.. 2
PERENNIAL // / /' / / / J
w % //// STREAM �� /� / /� / / /� / INV: �9' Z�-o IP 60D NAIL ��
m �/ / / / �O h I IN (/ / �� / / / X �� / I 'J / �/ 174.52� 0s //
/ I E. 29136.20 / �-
o ���/off' ph ///5// 2055.47' 0f% �80 i 208�
/l /
/
)1 /��/,!
w
Q
0
z
Q
3 ~
� o
o
2040
M w
U O
Q w
U a_
O 0
U w
> Cf
U
Q
w
2030
w
LZ _
4 o
U w
N
O
�
zOf
w
Q O
W z
U
Z
0
of
w
�
E�
o
Za
w
2020
SEE M
z
CONNE
w O
PS#2
> w
w
0
o_
I m
co w
Q)� o
rn m LO >
CO
_` \
E �
N
2010
O
co cf)
z
U) N ON �
O LJ
O v
O N
wo-
z
U Q
z
o. o Ld:�J
2002 o T o
0
0+00 m
Z 0�
0 m o
w�
a- N 0 �w
+
in0 +
O
o J U Lnw
d Q
Q
O
w N E
(.5 vi
U a J Z
Z Q
LLI
N Z U =.2
N D
:2 � o
v
O -° �w
u >
N N cow
N
DATE
DRWN
CHKD
v ! Li
X J U OO Qf
NO.
VERTICAL SCALE: 1 " = 5'
REMARKS
2040
2030
m
m
m
w
D
w
�
O
Z
Z
O
m
2020
w
w
2010
2002
D
DESIGNED BY: R.
NANCE-GONZALEZ
CDM
DRAWN BY:
L. VIDYAVATHI
SHEET CHK'D BY:
M. POLLARD
Smith
CROSS CHK'D BY:
D. HEISER
M.
MPOLLARD
4600 Park Road
APPROVED BY:
Charlotte, NC 28203
DATE:
OCTOBER 2023
Tel: [phone]
2070
2060
2050
PLAN
6" HDPE DR 13.5 FORCEMAI
GRADE
i
0
af 0
aN0 D
/ > -.1-0o p- ABANDONED 8" UlI-'
�
GRAVITY SEWER
�
00 Q w ABANDONED 8" DIP
I GRAVITY SEWER
2040 / EXISTING 8" DA
GRAVITY SEWER
EXISTING
18" HDPE
FORCE MAIN
2034
4+00
5+00
6+00
l "
/ r7
O
N I
/0 >
+ I-
+ � > I\ O D
I- 0 p a
I N o�w
row J p_ cncnw D-
(n VN w
I I\
2070
2060
NOTES:
1.
CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TICE AND LOD AREAS ONLY AS NECESSARY TO ACCOMPLISH
WORK.
2.
CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
3.
FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
4.
EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
5.
THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY
FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN KIND,
RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE
2050
PROPERTY. RESTORATION SHALL BE TO AS GOOD OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION. C
6.
USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. CD-9
7,
REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY FOR CONSTRUCTION. ALL OTHER TO BE ABANDONED
IN PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN
EXCAVATING NEAR THE EXISTING FORCE MAIN.
8,
CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING
CONSTRUCTION.
9.
SHALLOW BURY BYPASS PIPING WHEN CROSSING DRIVEWAYS.
2040
10.
THE LIMITS OF DISTURBANCE (LOD) ALONG OLD MARSHALL EXTENDS FROM CENTERLINE OF PAVEMENT TO NO MORE THAN 10
FEET (10') OFF THE EDGE OF PAVEMENT.
11.
TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION EQUIPMENT CROSSING THE STREAM,
BEFORE AND AFTER THE INSTALLATION OF THE FORCE MAIN, FOR THE DURATION OF CONSTRUCTION ACROSS THE STREAM.
12.
TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
2034
7+00 8+00 9+00 10+00
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
q
EMERGENCY TRAINING FACILITY FORCEMAIN
PLAN AND PROFILE
STA 0+00 TH RU STA 10+00
KEY PLAN
REEMS-,-
CREEK
PUMP
STATION 1
CADVI
SHALL I
PUMP
TATI O N 2
C-310-
LAAN 0 E
NE
RIVEDRII
N
1 = 40
20 0 40
4,`0111 i{111�1f
• SEAL•��
045495
c;•.
Michag"p���
•l i n n i k I R_na nn
PROJECT NO. 20176-265366
FILE NAME: C31OFMPP.DWG
SHEET NO.
C-310
4
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
N
Fr-
o
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
+
z
4
±
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
7 /
E
/ C)
� ©
% 0
0
/
/ /
o E
o /
% ^
LLJ
e
\ e
G \
04
% /
e /
J ±
LLJ
\ /
/
i /
2 ±
/ /
2 z
o -
0 Ld
E 9
c \
z e
< g
/
2 0
\ \
/ ry
$ \
� � I
� 2
§ 7 T /
0)/ 3
\ 04 \
« I
\ © g
G \ z
Li-r \ /
# 5 c
o \ o c
0 �� c
¥ / = z
o 0)\ /
E @ e
>�R\\
0 @ 2 »LLJ 2
� z S \
E o e
F N c 3 c
@ \ / g g
/i \
N
E z [ 9
2 o w e
E » a 3
© N < \
2
q / \ I /
yq/0
-0 § © 0
> \
/ \ \ /
ƒ q i % /
x - o @ ±
ISSUED FOR BID

C0
7
0
U
0
z
0
Q
N
ry
O
_
Q
z
w
w
_
0
_
0
w
O
w
0
z
Q
0
w
Q
w
0
W
J
O
_
z
0
W
Cn
w
m
0
O
z
w
Q
0
z
Q
rn =
v 7
CO
� o
w �
N
U O
o �
Q w
U w
O w
w
U w
> w
U ry
Q
o z
N w
a� w
w
41
U
� w
o ry
0
zw
o
w z
U
O o w
0 CY
Z W
Q (n
W Z
W O
J Cn
J U)
W W
� O
Q w
w w
3: >_
^ I m
u (0 Ld
0
a I o
a 'M 0
E O N w
Cn
C)
N / w
O O
N
w o
O
Z
> z
O E g pw
O H 0 > 5
ui
U Z U C 0
Wow
�
U) w U Cn
O N Q = _
o z c�~
w O N w
LLJN u)
z N Q Z
r7 Q c w
N Z 0 _
0' D
cnl -0 C Cn o
=0 0
:2 L�
u > L C) O
0
cow
li + CD N
W a/Nw
X J U OO Cy
MATCH LINE STA. 7+00 SEE
INV.- 1985.5'
_
zks
\\ DTP 128 — #5 REBAR �\ — \ _—�— TP 127 60D NAIL = REPLACE EXISTING��� _ l _ ;: J_
N: 714994.11 ' INVERT OBSTRUCTED T' ' — _ 71 2 4" CMP C U LV E RT
\�\ C. 928120. 05' \ BY BOULDER 1 \`" : _ Z E.- 927956.17' � -
\� \ ELEV.: 1990.25' \ \ 1 /i \ ��� a \ M \` ELEV • 1968.58' WITH 24 CLASS
\\ \�\ INv.• 1977 .1 V RCP CULVERT / J
\ r \ \ \ 115 EIR
\ SILT FENCE 1 I ) ✓/- \ - - �- ���� - — /��—��-
\ \\ CD-6 \ I) r ` II\\ \� �� ,� REPAIR SOIL ROAD
D 24 HDPE DR1 1 FORCEMAIN_ / '� EX. 12" DIP FM
L — -SEE NOTE 7
\ v
\ VARIABLE P R DS MSD ' \� i �\ �\ PERENNIAL
\\ 1 \ EASEMENT PER DB \ \ ����„\\\\
1990 PG 1110 & PB 132 PG 34 \ \ _ — _ sr
f \\- \�� \\\ ��.� Q� li 24" CMP \ STREAM
✓� \\\ \ \ \ \ \ lNV IN.
1953.6'f� �\\��\
�960
\ \ 1 1 I I 1\\\ \ 1 L ✓/ = _ \ \\ \\ I �\ �\\ \ \ \ \ / STREAM BANK E�gs
���� \\\
1 II I \ \\ \� 5
2000 �\ \1 ✓ \ ��� \ RESTORATION
_ _
5 SILT FENCE' ^\ \ COUNTY OF BUNCOMBE / /--- — _ �g8�'` DB 2167 PG 783 _
// �� �_ �� CD-6 OUTLET (TYP.)\\ *SEE ALSO DB 5315 PG 1492*
2 1i�_ \\� I/ PROVIDE TEMPORARY A — ����\\�
II _ o Z- \ \ r / — _
C SUPER SILT \ \ r _ lggs ��� \
` 1 \ \\\ — ��J ��
FENCE STREAM DEWATERING � �� �\� ��-� � � �
I I v�/ � _� \\\ ��\`V✓ \�`\\�\ -� \ - \�`\�� /i, ��// /�r (SEE NOTE 8) — — _— 20� N
— — \�
1970
1960
Q 1950
w
W
1940
1930
0+00
PLAN
I
c,
\
EXISTING
GRADE
-
N
x
N
No
+
24" HDPE DR1 1 FORCEMAIN
Q
\
\
�—
REPLACE EXISTING
24" CMP CULVERT
WITH 24" CLASS
\ V RCP CULVERT
OO
\ MAINTAIN
--
POSITIVE
SLOPE TO ARV
MAINTAIN POSITIVE
SLOPE TO ARV
\
\
\
N
O
O
O
0 0)
I
Q
UtoLW
�
+ J
\
I
\
D
D-
\
1 +00
2+00
3+00
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ CDM
DRAWN BY: L. VIDYAVATHI
SHEET CHK'D BY: M. POLLARD Smith
CROSS CHK'D BY: D. HEISER
M. POLLARD 4600 Park Road
REV. APPROVED BY: Charlotte, NC 28203
N0. DATE DRWN CHKD REMARKS DATE: OCTOBER 2023 Tel: [phone]
1970
1960
1940
1930
5+00
m
r
0
z
m
m
w
w
w
z
0
a
w
J
W
1940
1930
1910
1900
1898
5+00
SEE CD-11 INSET E
A\4,
ZONE AE
I (FLOODWAY)
15 REBAR / I
N. 714199.42'
E.• 927877.25'
ELEV . 1919.47'
BOUNDARY LINE RUNS WITH THE
BANK OF THE FRENCH BROAD
RIVER PER DB 1285 PG 29
(LINE SHOWN IS APPROXIMATE) \
N&N
ONE X— 0.2% A.C.F.H\
\\\\\\\\.\A\\\\\.
\
\
EXISTING GRADE
\
24" HDPE
DR11 FORCEMAIN
\ �\�
0
6+00
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
ZONE AE-1 % A.C. F. H.
1940
1930
m
r
<
1920
1910
1898
7+00
0
z
m
m
N
KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY ROAD
DRIVE
OL
MMARSHALL
HWY
PUMP
STATION 2
CANOE
LANE
C-312
e�0
RIVERSIDE_
DRIVE
NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND
LOD AREAS ONLY AS NECESSARY TO ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL
TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR1 1.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF
EXISTING FORCE MAIN.
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS.
THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF
ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S
CONSTRUCTION ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR AS
NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR
ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE TO AS GOOD
OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION.
C
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. CD-9
01/
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY
FOR CONSTRUCTION. ALL OTHER TO BE ABANDONED IN PLACE. THE
EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND
BENDS. USE SPECIAL CARE WHEN EXCAVATING NEAR THE EXISTING FORCE
MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP
MIN. ONE LANE OPEN) AND DRIVEWAYS DURING CONSTRUCTION.
9. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY
CONSTRUCTION EQUIPMENT CROSSING THE STREAM, BEFORE AND AFTER
THE INSTALLATION OF THE FORCE MAIN, FOR THE DURATION OF
CONSTRUCTION ACROSS THE STREAM.
10. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
FRENCH BROAD RIVER FORCEMAIN
PLAN AND PROFILE
STA 0+00 TH RU STA 7+00
C i{r
.F$ 8/ {i
w x
SEAL F ��
'a 045495
�qw
Michaejrtelia10.0?511411-1- 0'
PROJECT NO. 20176-265366
FILE NAME: C312FMPP.DWG
SHEET NO.
C-312
ISSUED FOR BID

U 1
Ld
Ld Q
Ld
=
Ln � �!
O — —
O
OZ
F
o
w
o
-
N/�/ —
Q Of (11
��
Ld N
1970 CUJG oMBE
BUNCOMBE COUNTY LANDFILL — —
/ = 65 DB 1285 PG 029
;�� SEE ALSO DB 5315 PG 1492 —
��- PIN 9721-94-2726 __"Zoo; /i J/ / / /// /
//%�j/
199�/�/� //
105
19
1920
/� //j////j //— �/j �� r — 724" HDPE DR1 1 FORCEMAIN
HLVG OL/A
1
TRANSMISSION LINESg30
*SUBJECT TO R/W
OF RECORD* MW 1975
/---a — _ REPAIR SOIL ROAD s io C�
1920
B EROSION CONTROL = �/ /�-- �Mw 19194 I
CD-5 MATTING J W r
rn
6-{-_ P 70
— „,PE o
ZONE X-0.29 A.C.F.H.0 +
�� SOIL OAD �P� — P_ CP
ZONE AE-19 A. C.F fI T SE
TP #24 60D NAIL; � // P _ -. _- / oy— �9-- \ '1 TP 122 - 60D NAIL ' �1
N. 714105.51 - N. 713927.98' (�
E. 928190.22 -00/�/ sl�<7= / Oy 0
�� �S.F► 19 ��� E. 928974.47' I
rELEV.: 1895.52' - �
ELEV.: 1895.49' z
�� gg 1890 TP 123 - 15 RESAR — — —
� n�c _ _ / - �"' �C� N. 714035.55' —
9+
w
O I ARV SOIL. ROAD EX. 12" DIP FM
Q U U VAULT SEE NOTE 7 B TRACER WIRE
/ CD-1 TEST STATION
o Q�
Lu
EX. 8" DIP FM /
Q V) 8" CHECK VALVE VAULT
& 8" ARV MH FROM LEE • SEE CD-11 INSET E
o CREEK PUMP STATION
w - -PROTECT IN PLACE.
J
O
z
0
w
Cn
D
w
m
0
O
z
w
m
Q
0
z
Q
co
1910
rn
3
�
0
v
U
�
�
w
O
w
r�
m
w
U
o
�
0
w
Q
U
w
o
S
�
j
w
Q
1900
>
z
U
of
o
w
=
/
o
w
..
w
�
w
U
N
�
�
�
•�
Q
U
z
O
/
z
�
z
C)
j
�
1890
Ld
U
>
�
w
�
O
w
0
w
Z
Q
z
Q
O
�
Cn
V)
d
w
w
O
_J
w
u �
m
Q
a �
0
0
1880
v I
0
E o
-
w
(
Sao
0
0 r
0
1875
b % - ���-
10+00 � -• ,.�..- � — — — — E.• 928532.39'
/ ELEV.: 1894.32'
SILT FENCE B C SUPER SILT 0
1890 / OUTLET (TYP.) CD 6 CD 5 FENCE is
BOUNDARY LINE RUNS WITH THE
BANK OF THE FRENCH BROAD
ZONE AE _ - RIVER PER DB 1285 PG 29
(LINE SHOWN IS APPROXIMATE) Oyu
— (FLOODWAY)
NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY AS NECESSARY
TO ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
FRENCH BROAD RIVER 3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
0 4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
0 5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR SHALL ASSUME
yc^ ALL RESPONSIBILITY FOR REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S
CONSTRUCTION ACTIVITIES. REPLACE IN KIND, RELOCATE OR REPAIR AS NECESSARY ALL ROADS, STRUCTURES,
PLAN LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE PROPERTY. RESTORATION SHALL BE TO AS GOOD
OR BETTER CONDITION THAN EXISTED PRIOR TO CONSTRUCTION.
C
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. CD-9
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY FOR CONSTRUCTION. ALL OTHER
TO BE ABANDONED IN PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND
BENDS. USE SPECIAL CARE WHEN EXCAVATING NEAR THE EXISTING FORCE MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND
DRIVEWAYS DURING CONSTRUCTION.
9. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
24"X8" WYE
CONNECT EXISTING
8" DIP FM FROM
— LEE CREEK PS
\
\
EXISTING GRADE
24" HDPE DR11 FORCEMAIN
z_ �
Ld
>
-�
o0
a = o 0
7+00
w � N
U M / Q
0
o� o�
w�
0
U w 0
F2 m 0
Ld
O
o �
CD
w U
U O Q
J�
z �w
r a
N E _
�I-0vcn0
a
w
> L �O
0
`� N 0
�
REV
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
oN w N0. DATE DRWN CHKD REMARKS
X J U OO �
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
1 " = 40'
20 0 40
ILei IIIf,
1900
1890 m
1880
1875
17+50
FRENCH BROAD RIVER FORCEMAIN
PLAN AND PROFILE
STA 7+00 TH RU STA 17+50
KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY ROAD
DRIVE
MARSHALL
HWY
PUMP
STATION 2
CANOE
LANE
C-313
FRENCy
09
O
C
IT,
RIVERSIDE
DRIVE
�xj%{1111{//fit
1 \ �D(f�r�
mlk
Z Ilk •q D4-
SEAL :�
� a 0454,81 �: E
w
,1N4
Mich14o1,l.��
2023.10./15j1Q:: - 4'00'
PROJECT NO. 20176-265366
FILE NAME: C313FMPP.DWG
SHEET NO.
C-313
4
ISSUED FOR BID

\r`/ 1 \"/ I \`'/ I \"/ 1 \L/ 1 \�/
U)
0
U
0
z
0
Q
N
m
O
Q
z
w
F-
m
w
0
U
w
O
m
m
w
O
z
Q
m
0
m
Q
m
0
w
J
O
z
0
w
D
w
m
0
0
z
w
m
Q
0
z
Q
v�
0
rn U
0
m m
w
m
O
0
o w
U
o w
i Q
z
w
Of
U w
N 0
O Ld
Q
a> m
jl O
m
m
U 0
N U
o z
/ w
z U
w w
U (n
O J
LL. Q
Z
p O
Q V)
w
U) L�
d 0
Ld
J_
> m
Of
u W
(n Q LL'
N W 0
v �' O
E I Of
m
o Cn
a- d Ln O
O 00 N LJJ
I
W r` 0
Z
U M O Q
N
co
moo/ F
U �
\ C
O b
d N > Z
\;= w0
U O N Cl) 0
°' o m n
Ld
U
w Q� o m
vi
r U
Q <Z
Ld
N L
cnI -0 v cn o
� D o
0 LL.
u > L O
0
M W
Li + C) COQ / Ld
X J U OO Q�
/ pQ I
F
�- � *SEE ALSO DB 53 5 PG 1492 .��� \\`
\�\\\� �/////�f = *
-- �\ ���t�� EROSION CONTROL B �� - ��-j/%�\\\\\\\\\\��\\ \\ \� \ \ , ` \\\ \\ \
ll I \\. �/
KEY PLAN
CREEK
// ✓ --� �/ /l \\�— // ��— PlN 9721-94-2726
� \ \` �,� --
INTERMITTENT—� ///////�\��i-�
�-�-1- ,/TEMPORARY,/1
0.�/_' A PROVIDE
STREAM DEWATERING / \\ �3\ � STREAM BANK / //—
Jos _-_
/ O / /
— — �� _ ����
—_ �/ ti \\\
�- -- �-�� \� -- =�\ _ MATTING CD-5 / / \
���� � � /� INTERMITTENT
STREAM \
MW 21-94�����—
�__/ �-% _ STREAM BANK-- \\ \ \ \
—�=� �� \\� \ �! _� E �\
'� _ -' — MW 21-21 ��� �� — \� / \\ \ \ \`I \ \ \
�—��,���-- _�RESTORATION \ \\ \\
CD-5 \\\\�\ \\ -
PUMP
STATION 1
(SEE NOTE 9) % /\ \\\ RESTORATION , CD-5 j-� ,—,� — — ����� —�= \ ���=� 50 — \ \\\ o
194 i i . - \�\ w� - /�!/ �� '/ �\�\, i- �t���� \ \� »� - - -- �i—� �� t - ��� 1 \\\\ \ \\ \\\ � \\
/� 92, -\��� '�- - l 1 \\ \\\\\\\\\\\\� \�\\�\\
GOLDVIE
ROAD
_� _\\ \�_� /��/
—`�.`� \\ .24 HDPE DR1 1 FORCEMAIN� _ _ /��
_
WILEY
DRIVE
2032 —� / / _
— � � � -ZONE X-0.29 A. C.F.H.��i -
0 B -� \ �✓�� �_
TRACER WIRE
_
-SOIL R2� ROAD PROVIDE TEMPORARY � \
STREAM DEWATERING \\6'O\ \\\\
�\ �.� __—� ��- \ CD-5 \�
SEE NOTE 9
�
OLD
_ /�- � �� �'\\_�_ ✓1 _ CD 1 TEST STATION — �� � \_ l �� � _....,.. �
ZONE AE-19 A. C. F. H. � �-� "/
i � -� _ \! \ ����
- �'�� \ �� \�����\�\ �\ o\ � \\
.. _. — - ----�.,..,,.` — �` \\`
TP 121 - #5� REBAR _ 1 �� \ O� \ \ \ \
�•..,.,._ E� \ \ �9�� \
HWYSHALL
��' /i
0���� ��/ / /
�\ / ✓
_ �S _ ---, �
��\
26-I- \ �_\`\\\\� ���\\```�
MW 21 4 ( - sn
N: 713844.76'E.
\ \\
PUMP
�_ =�i��/ -�_� _� /
ELEV.: 1895.22 •,_\\ \ \\ `�0��\\\ \\\��
TATION 2
EX. 12
�` REPAIR SOIL ROAD \�\\
DIP FM``���
CANOE
SEE NOTE
r
� r ��C � � �� / / �
�r�- -- i ' MW 203
�\\`\\
7-_,,,\\ \\
BOUNDARY LINE RUNS WITH THE BANK OF TP #20 - #5 REBAR\\�
THE FRENCH BROAD RIVER PER DB 1285 '\`
LANE
z /� -� •%'�
W m 1 J
- - � � INTERMITTENT
f — g } .Q9� � /
-r1 STREAM
N. 713665.01 \\�`\\\
PG 29 (LINE SHOWN IS APPROXIMATE) E. 929843.77'
\ \` �\\`�\\�\\
ELEV.: 1896. 65 \ \ \ \ \\�\ \ \� �/
- 314
INTERMITTENT \ 2b, \\\\ `\\_k
1 0 PERENNIAL STREAM ._�� �\ �y
f^ ZONE AE (FLOODWAY)
F
epO
J 1 STREAM
FRENCH BROAD RIVER \ �\
~
Z
Z � � � ©-���� REPAIR SOIL ROAD /
SILT FENCE \ \ h =J
CD-6 OUTLET (TYP.)��
/
� m �
�— —NOTES:
O 6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON C
1
C SUPER SILT ��
CD-5 FENCE
RIVERSIDE_
DRIVE
Z 0 1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR SLOPES >20%. CD-9
= MAY CLEAR TCE AND LOD AREAS ONLY AS
m NECESSARY TO ACCOMPLISH WORK. 7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE
/v �4j
1� MAIN AS NECESSARY FOR CONSTRUCTION. ALL
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE OTHER TO BE ABANDONED IN PLACE. THE EXISTING
/
PROPERTIES AT ALL TIMES. LIKELYBENDHASHRUSTSPECIBLOOCK AT ALL
IA�
N
FFORCE ITTINGS AIND USE
PLAN
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE EXCAVATING NEAR THE EXISTING FORCE MAIN.
24" HDPE, DIPS, DR11.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND
EITHER SIDE OF EXISTING FORCE MAIN. DRIVEWAYS DURING CONSTRUCTION.
1 " = 40'
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO 9. TEMPORARY STREAM CROSSING SHALL BE INSTALLED
RECORDED EASEMENTS. THE CONTRACTOR SHALL PRIOR TO ANY CONSTRUCTION EQUIPMENT
20 0 40
ASSUME ALL RESPONSIBILITY FOR REPAIRS OF ANY CROSSING THE STREAM, BEFORE AND AFTER THE
KIND FOR DAMAGES RESULTING FROM THE INSTALLATION OF THE FORCEMAIN, FOR THE
CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE DURATION OF CONSTRUCTION ACROSS THE STREAM.
IN KIND, RELOCATE OR REPAIR AS NECESSARY ALL
ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES 10. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND
OR ANY MANMADE PRIVATE PROPERTY. RESTORATION OCTOBER 15.
SHALL BE TO AS GOOD OR BETTER CONDITION
THAN EXISTED PRIOR TO CONSTRUCTION.
1910
1910
1900
1900
EXISTI
G GRA
E
24" HDPE DR11 FORCEMAIN
W
W
O
r0 U
m
m
D
- - - --
------
01890
- - ---- - - - - ---
------ - - - - --
-
- ---- ---
--- --- ---- -
------ ----
--- ---
- ---
1890�
Q
w
- - --
- - - -- -
----
T'
m
m
1880
1880
1870
17+50 18+00 19+00 20+00 21 +00 22+00
1870
23+00 24+00 25+00 26+00 27+00 28+00 28+50
CA
•Q 0 r
x
Z
PROFILE
SEAL
:a 045408
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 = 5
'
���•' �.
•
Micha�1#oII-�`\�
2023AYj&IS1114'. -y04'00'
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
CDMMSD
OF BUNCOMBE COUNTY, NORTH CAROLINA
FRENCH BROAD RIVER FORCEMAIN
PROJECT N0. 20176-265366
FILE NAME:
SHEET NO.
-314
SHEET CHK'D BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
Smith
4600 Park Road
Charlotte, NC28203
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PLAN AND PROFILE
STA 17+50 THRU STA 28+50
REV
.
NO.
DATE
DRWN
CHKD
REMARKS
DATE: OCTOBER 2023
Tel: [phone]
Q
Q
I
ISSUED FOR BID

iEw
U
0
z
0
Q
N
m
0
Q
z
w
F-
m
w
F-
D
0
F-
F-
U
w
0
m
n
m
w
F-
O
z
Q
m
0
m
Q
n
m
0
w
J
O
z
0
w
D
w
m
O
F-
0
z
w
m
Q
0
z
Q
rn =
v �
w �
� o
w U
U o
O �
Q w
U a_
O
O
U w
> w
U �
Q
N
o z
w N
W m
w
4 o
0 w
o <
0
z �
Q o
U
w z
U —
w
O U
O �
Z w
Q (n
J
m z
w o
J cn
_J
i W
w
� 0
Q m
w m
^ I m
u 0
(fl W
N d �
0) � >
N (If
O I m
Cn
--, O
O N ON w
O V p
N
W O 0
r� t z
o Q
co
z
o = ow
C0 > >
LJ
ow
Of
U) w U Cn
Q Q F _ N =
o
w O N m
LLJ N 6j
z N Q Z
r7 Q N c w Z 0 _ 7
0' D
UI-0Ccno
=0 0
u > L O
0
M w
li " D (n
w 0 N
W' 0 W
X J U OO ry
—affil50 _=1�' �� (�) �r �� PERENNIAL���\�\l�ll���`\�\ \�\\\�960\�\\\ i
�I il) -, \� I \\ �OyN��i�­BURCOMBE
I STREAM \\ I
— A PROVIDE TEMPORARY I \� \ \\\ \\� sue\ \ De 1285 PG 029
�� _( (I \ \\ \\\ `9\\ *SEE ALSO DB 5315 PG 1492
CD-5 STREAM DEWATERING % STREAM BANK E \\\\\\ \���\ \\ ��\ \\\ PIN 9721-9- 2726
1930 �`�r !�
(SEE NOTE 9) � / _RESTORATION
lNV IN. 1896.3 f \ \�
lNV OUT. 1895.1
�. D REMOVE AND\\
- -_�: CD- DEMOLISH ARV . \ \\\�����\\�\�\\�
W _- E _ I ` r �\ MW 17A �� \ \ \� = / �// ��i• \\¢0
- ---
(Tl -
- - 31+0p _ _
e
o�� �� _
\ \ �-ZONE AE 19 A. C F. H.
24 HDPE DR11 FO CEMAIN
-
18 ZONE X-0.29
• `_��
C7 N 1 TRACER WIRE
000 _ CD-1 TEST STATION
Z +
--
Z 0
BOUNDARY LINE RUNS WITH THE ARV
D Ln BANK OF THE FRENCH BROAD `4� \ - • � -
RIVER PER DB 1285 PG 29 TP #19 - 60D NAIL
5 (Tl (T1 (LINE SHOWN IS APPROXIMATE) N. 713176.63'
z E. 930134.34'
ELEV.: 1897.36'
1920
1910
1890
1880
28+50
EX. 12" DIP FM
SEE NOTE 7
NOTES:
1. CONTRACTOR MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD AREAS ONLY AS NECESSARY TO ACCOMPLISH WORK.
2. CONTRACTOR MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
3. FORCE MAIN PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
4. EXISTING 20' PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING FORCE MAIN.
5. THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR
REPAIRS OF ANY KIND FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. REPLACE IN KIND, RELOCATE OR
REPAIR AS NECESSARY ALL ROADS, STRUCTURES, LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE PROPERTY. RESTORATION
SHALL BE TO AS GOOD OR BETTER CONDITION THAN EXISTED P R TO CONSTRUCTION.
c
6. USE CUTOFF WALLS ANYWHERE PIPES ARE ON SLOPES >20%. CD-9
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS N SSARY FOR CONSTRUCTION. ALL OTHER TO BE ABANDONED IN
PLACE. THE EXISTING FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE SPECIAL CARE WHEN EXCAVATING
NEAR THE EXISTING FORCE MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN. ONE LANE OPEN) AND DRIVEWAYS DURING CONSTRUCTION.
9. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION EQUIPMENT CROSSING THE STREAM, BEFORE AND
AFTER THE INSTALLATION OF THE FORCE MAIN, FOR THE DURATION OF CONSTRUCTION ACROSS THE STREAM.
10. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
REPAIR SOIL ROAD
� ZONE AE (FLOODWAY)
B SILT FENCE
CD-6 OUTLET (TYP.)
PLAN
lilt
1995 -
METROPOLITAN
����� SEWERAGE DISTRICT` _
�0 NiDB 934 PG 465 NO PINol
-1975
g/��
— n
//��\\\_ EROSION CONTROL B _�////�j
�� \ MATTING CD-5 = % ��� �.- W Z
rn-
— TP 118 - 60D NAIL 1 b 1895
N. 712821.83' — — — Z
E.- 930298.88'
ELEV.: 1909.87'
C AIR VALVE
CD-1 MANHOLE
STA 36+50
C SUPER SILT
CD-5 FENCE
EXISTING GRADE
/
MAINTAIN
POSITIVE MAINTAIN POSITIVE
SLOPE TO ARV SLOPE TO ARV
EXISTING 36" HDPE
- -- -
---—-—-—- — - — - —-
------- -- --
- - - -
CULVERT
24" HDPE
DR11 FORCEMAIN
—
/
N
/
0Lo0-)
Q J
Uto W
I
ILI-ciQ�
-
-—--— - — - - —---
—--—--—- — - - ---
- — - — - — - — - — - — - — --
- — -- - --
--------
D-
REV.
I DATE I DRWN I CHKD
29+00 30+00 31 +00 32+00 33+00 34+00
REMARKS
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
PROFILE
HORIZONTAL SCALE: 1 " = 40'
VERTICAL SCALE: 1 " = 5'
35+00
36+00
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
37+00
38+00
39+00
1920
1910
m
m
G
19000
m
m
1890
1880
39+50
FRENCH BROAD RIVER FORCEMAIN
PLAN AND PROFILE
STA 28+50 TH RU STA 39+50
KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
MARSHALL
WY
PUMP
STATION 2
CANOE
LANE
FRENcy
C-315
09
O
C
r�
RIVERSIDE_
DRIVE
N
1" = 40'
20 0 40
�XI I II � i{Iiii
.•0Z- Ilk 0
SEAL :-p
0454,81
Mich��y
2023.10.601 flA4.011'- 4'00'
PROJECT NO. 20176-265366
FILE NAME: C315FMPP.DWG
SHEET NO.
C-315
4
ISSUED FOR BID

/
±
g
2
c
G
s
0
z
0
\
w
Fr-
o
LLJ
\
z
/
F-
ry
«
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
«
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
/
3
g
s
c
J
a
ry
/ Ld
F
0 /
2 \
J 0
0
2 C
z /
/ \
2 e
U ®
a
E /
c o
f \
Ld
CL 0
ry
w / �
/ LLJ
/ I ƒ
ƒ ®
CL / \
\ \ \ /
/ \ (.0
/ ¥ 7 \
/
C\\
0 » 3 > 2
b�\//
o e @ / g
\�R�/
/ -\
b I o /
000 3
e
< < z
r 2 ® Li
U)
_ D © c
C) \
\ LLJ
\
/ \ Co
ƒ q i % /
x -i o @ ±
ISSUED FOR BID

\�9�./ PERENNIAL
• _ \\ \' STREAM 1 1 1 E � THE
K
RESTORATION
TP \�
TP#
13 - 60D NAIL' II I I I I
N. 711419.89„ l '� I I I I I J �. PROVIDE TEMPORARY
E: 930885.64 PERENNIAL / A STREAM DEWATERING
� ^9 %/�� ELEV..19f9.87'/ l STREAM' / CD-5 (SEE NOTE 10)
A PROVID TE PM ORARY
/ EX 12" DIP FM
�I ''llll�llll�lll�{�III'I'llll� I•' ' ''' • ' 1'1 ''•' ' � � _ _ \���
II METROPOLITAN
I SEWERAGE DISTRICT PROVIDE TEMPORARY
DB NO PPG
IN 465 I I STREAM DEWATERING CD 5 ^�+1990 \\\
�I I I
(SEE NOTE 10)
EX. SHED
PROTECT IN
\\\ PLACE 7960��:E�
CD-5 STREAM DEWATERING / �� / SEE NOTE 7\�-��� 1950 - _ #
z -� ./� O \\ \�\ METER BOX i 7 = TP 12 - 60D NAIL
o (SEE NOTE 10) �/ / �� I' - -N: 711114.23'
Q �/,,��, /�_ 1 1 �/j //REPAIR SOIL TRAIL 5' DD (POSSIBLE WELL) lam= _E. 931048.22'
1940
� '�/ REPAIR �LEV : 1923.56
//��h�/�//� STREAM BANK E SOIL ROAD _ �/ 2 CURB AND
GUTTER
Q = ;/1j0� / _RESTORATION CD-5
��ryh LOD COD D l�0 - L�OD/-� L D _ Vfj
Z spa-_ -
w
(31 1
GATE
12" DIP
Op
INV IN. OBSTRUCTED
w
z +
BY BOULDER
�1 O
INV OUT.- 1916.2'
=
Z
AIR VALVE
o
C L)
C
MANHOLE
i
STA 51 +60 CD-1
p
Z
REPLACE EXISTING
o
FENCE AND GATE.
SEE NOTE 5.
NOTES:
Q
w
1.
CONTRACTOR
MUST CLEAR PE AREAS. CONTRACTOR MAY CLEAR TCE AND LOD
o
AREAS ONLY
AS NECESSARY TO ACCOMPLISH WORK.
0
2.
CONTRACTOR
MUST PROVIDE ACCESS TO PRIVATE PROPERTIES AT ALL TIMES.
3.
FORCE MAIN
PIPE AND FITTINGS TO BE FUSIBLE 24" HDPE, DIPS, DR11.
z
4.
EXISTING 20'
PERMANENT EASEMENT IS OFFSET 10' EITHER SIDE OF EXISTING
FORCE MAIN.
cn
5.
THE CONTRACTOR SHALL CONFINE ALL WORK TO RECORDED EASEMENTS. THE
m
CONTRACTOR
SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF ANY KIND
o
FOR DAMAGES RESULTING FROM THE CONTRACTOR'S CONSTRUCTION ACTIVITIES.
REPLACE IN
KIND, RELOCATE OR REPAIR AS NECESSARY ALL ROADS,
STRUCTURES,
LANDSCAPING, WALLS, FENCES OR ANY MANMADE PRIVATE
PROPERTY. RESTORATION
SHALL BE TO AS GOOD OR BETTER CONDITION THAN
EXISTED PRIOR TO CONSTRUCTION.
C
Q
6.
USE CUTOFF
WALLS ANYWHERE PIPES ARE ON SLOPES >20%. CD-9
0
z
Q
v)
1940
�
o
v
v
w
o
r`
r7
w
%
O
O
�
Q
�
U
w
O
F__
�^,
Q
1930
>
z
w
U
�
0
w
=
o
N
W
Q
41
o
°
�
w
jz
0
0
1920
w
U
>
0
a
(if
o
w
c
w
J
Q
J
w
o
z
Q
z
O
cn
w
w
L�
w
O
W
u >
m
0
1910
v 1
O
E
d
0
N
> I
o (�p
w
O
W
0
U M /
Q
U
0
t
N
> �
1900
o E
54+Q6
- _..
20" PVCi
INV IN. 1918.0'
2" CURB AND D�
GUTTER. SEE
NOTE 5.
J
SHED \\
L_OD_
GUARDRAIL.' ELECTRICAL LINE RUNS\\�
SEE NOTE 5. ALONG GUARDRAIL'z;f !925\
_-_10
15" TEEL
INV OUT.- 1915.7' INV l 1918.5'
INV 0 T.• 1917.1 '
_ SILT FENCE B ASPHALT DRIVEWAY A
OUTLET (TYP.) CD-6 REPAIR CD-3
SUPER SILT C
FENCE CD-5 �-TAILRACE
7. REMOVE INTERFERING PORTIONS OF EXISTING FORCE MAIN AS NECESSARY FOR
CONSTRUCTION. ALL OTHER TO BE ABANDONED IN PLACE. THE EXISTING
FORCE MAIN LIKELY HAS THRUST BLOCKS AT ALL FITTINGS AND BENDS. USE
SPECIAL CARE WHEN EXCAVATING NEAR THE EXISTING FORCE MAIN.
8. CONTRACTOR MUST PROVIDE VEHICULAR ACCESS ALONG ROADS (KEEP MIN.
ONE LANE OPEN) AND DRIVEWAYS DURING CONSTRUCTION.
9. ABANDONED METHANE GAS LINE IN AREA. IF ENCOUNTERED CUT AND CAP.
10. TEMPORARY STREAM CROSSING SHALL BE INSTALLED PRIOR TO ANY
CONSTRUCTION EQUIPMENT CROSSING THE STREAM, BEFORE AND AFTER THE
INSTALLATION OF THE FORCE MAIN, FOR THE DURATION OF CONSTRUCTION
ACROSS THE STREAM.
11. TREE REMOVAL PROHIBITED BETWEEN APRIL 1 AND OCTOBER 15.
PLAN
GATE
EXISTING
UNDERGROUND ELECTRIC -\
EXISTING
UNDERGROUND ELECTRIC
EXISTING
15 " STEEL
CULVERT
EXISTING EXISTING
12" DIP
CULVERT
A r I
/ _ _ - - - - -
MAINTAIN POSITIVE MAINTAIN POSITIVE
SLOPE TO ARV SLOPE TO ARV
GRADE EXISTING EXISTING
-20" PVC WATER
CULVERT
I
- _
-
z w
o
0
24" MIN
(TYP.) /-
/
/
rn
o N
00 o�rn
24" HDPE DR1
1 FORCEMAIN
vow
I
LL_ (n n'
D-
U 0') w 0
51 +00
=> CO
wo
E U ac� W
't Ncnw
d Q
U W U
O Q
J
z Q
a W
� I � cno
a
o-0�� LL
> L C)O
0
coco W
w � j N CO
REV.
DATE
DRWN
CHKD
52+00 53+00 54+00 55+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
DESIGNED BY: R. NANCE-GONZALEZ CDM
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD Smith
CROSS CHK'D BY: D. HEISER
M. POLLARD 4600 Park Road
APPROVED BY: Charlotte, NC 28203
REMARKS DATE: OCTOBER 2023 Tel: [phone]
56+00
1940
1930
METROPOLITAN
RIVERSI D \ l - \\\, /SEWERAGE
\ N E DR. - = ��� \ \ \ \\� 1 DB 934 PG 465
24 45' BENDQN�
ACE EXISTING �FRsrSTA=60+74ii 24RCPNOTE 5 , N �R��F 1 N=710659.83 �-� ��� \
DI GRATE. 1940.3' �����\\� E=931 194.00 \ \ \\\
\\\�
INV.: 1935.5' �\�� �\ \ �
���\\ Dl GRATE. 1952.1 SMH-MSD #18-485599 �\ \�
INV IN: 1949.7'\\� RIM: 1978.2' 2p\
-� WV OUT. 1947.2' `� B- 'S VC INV. IN. 1973.8' (A) �O
\ \_ 12" FUTURE INV. IN 1971.9' (B) 90 \ IN
36" PVC INV. IN.
1970.1 ' (C)
\ \\0 \\\\ r 36" PVC INV. OUT. 1969.7' (D)
IN
\ _ _
j CD-5 CONTROL MATTINGZz
��
- - B TRACER WIRE �`\\�
- CD-1 TEST STATION
24" 45• BEND.
STA=60+47
N=710675.41
E=931 172.19
m
1920
Ti
m
1910
1900
57+00
1915�1
1970
1960
F_
bi 1950
STOR
1940
1930
1924
57+00
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
LOCK
ZONE X-0 29 A C F H
_ TP #11 �G NAIL � \� *
�1 N. 710672.03'
E. 931179.65'
ELEV.: 1968.50'
ZONE AE-1 i
40
INSET F SEE CD-1 1 �__ \�
_c9
ZONE AE (FLOODWAY)
\� ,
24" HDPE
DR11 FORCEMAIN
/
- -
-
/
o
N
x
_
-
-
EXISTING
18" PVC
STORM GRAIN7
/
w
m�
-4-
W
M
� �a
+ N
N
+ w
o
Ldc~n
(!)
00
+
o
/
Q
EXISTING
GRADE-
N cn
1
EXISTING
24 " RCP
U DRAIN
zz
24" MIN
(TYP. )
/
/
58+00 59+00 60+00
PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1 " = 5'
FRENCH BROAD RIVER FORCEMAIN
PLAN AND PROFILE
STA 51 +00 TH RU STA 60+86
KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY
ROAD
DRIVE
MARSHALL
WY
PUMP
TATI 0 N 2
CANOE
LANE
e�0
C-317
RIVERSIDE_
DRIVE
1970
1960
m
1950 D
0
z
1940
1930
1924
60+90
m
m
CONNECT TO EXISTING
20" HDPE FM
CAl{/��t
,• 0y
SEAL
• 045466 '
c;•. ,=
st 4 yam:
Micha.4011
2023.10. 01SIA :L-04'00'
PROJECT NO. 20176-265366
FILE NAME: C317FMPP.DWG
SHEET NO.
C-317
4
ISSUED FOR BID

_
F-
V)
7
0
U
0
z
0
Q
N
cy
0
Q
z
w
F-
cy
w
F-
F-
0
F-
F—
O
W
0
cy
cy
w
F-
O
z
Q
cy
0
cy
Q
n
cy
0
W
J
0
z
0
w
w
m
O
F-
0
z
w
Q
0
z
Q
7
� o
3 0
0
w
0 cy
U O
o n
U Ld
=
0
w
ry
U Q
W
U w_
N
OLLJ
o
� cy
L
0
N w
o
O U
d z
z Li
zz O
W cy
U w
cn
U J
w Q
0 Z
O
Q (n
V)
CL
o
LLI J n
J W
^ w m
w o
0
O O
E I o
cn
U
> pry N (n
0 O (CL
LLJ wo
z
U ON Q
g N U co
w 0 C z
oft ��
o
04 > z
d N
U N CO
w�
c~n E v NU)
d O �
W
U � U Jcn
a Q04
I T v �0
=��cno
L
> L �O
0
O M W
LIL.
" D o CO
W (j) C',Q' C)W
X _50 OO cy
REV.
I DATE I DRWN I CHKD
ASPHALT
SEE SHEET C-312 FOR ACCESS PATH CONTINUATION
r \
.IX � � \ \ \ �� ��::: , / ®S
/ \\ I 1 \ I 1 1 I �\ �\ l I N \ : /
COUNTY OF BUNCOMBE \ \ \ \ I I I I \ N
DB 2167 PG 783
*SEE ALSO DB 5315 PG 1492*-
N I ` \ 1 N 11 1 o / I 13 �c 2 AIR RELEASE / i/ ° \ -' F ,/ //�ij�
9721 75 9383 1 1 \ I I / oh / VALVE ASSEMBLY 3 � I �`' % 2wk
/ / %� \ F f' / 4 /�2�06i/
E.•928052.3 103201$%�n
I o pillu / / / / / / TOP ELEV. 2025.44
I
p N I N I I I N cc)/ c�� / / 014
Oa / / / � 20�
ol
�/2031—
2032
TRANSMISSION LINES VARIABLE WIDTH MSD —
*SUBJECT To R w ,m \ N -
/ l / l / /� / / " ►� EASEMENT PER DB 5020
OF RECORD * / N ; _
I PG 1 1 10 & PB 132 PG 34 _
j � — — — 204
A� / F Fes- — — _ — _ REMOVE AIR RELEASE VALVE —
I —
TP 29 - 5 REBAR _ _ -� ASSEMBLY 3 REPLACE WITH �, / 20=
\\ FM-CAV-05. V �2044
—
/� N: 715485.39/_— D
-`INTERMITTENT / :/ \ 5� / — — — — — — �\ \ 2046 — —
/ E.• 92804 7.9 7/o l J ��' �l l STREAM / / // / �%�� — — �� \\\ cD-1 D --\—
/ ELEV.. 2072.82 / �o // / I I / `/ /� 'REMOVE AND REPLACE 5 OF — — — — — —
// ( I I / I J /- �\�/ — — — — _ �� 2 Sn - 20" HDPE FORCE MAIN ON �, // 2050.
\
/ l / 11 l l ' :: •l/��/ \ �/ /\\_ EITHER SIDE OF ARV
2052
2054
— \
`L� / i / / / -- 20" HIGH PRESSURE EX. 2�� ���� — i �✓-- �\ — — \ \
/ HDPE FORCEMAIN �� �� — ` —�� `�/ — — 2058 \ \\ \
/ WETLAND/---
/ ----'VARIABLE WIDTH MSD2°=—=--�
— — — — — `r \
1 / 0 /...::: / // - --=\ram 2062 \ \ \
o� / \ _EASEMENT PER DB 5020 — \ \ \
PG 1110 & PB 132 PG 34 �___ �_^—���2064\\ \\ \
/ / o o ° / F / // // o �/ / / / ____ 2070 \ 2p o\ \ \ \ \\
REMOVE AND REPLACE 5' OF
20" HDPE FORCE MAIN ON?o \ \\ \ \\
\ .00i�_ — � \ \
EITHER SIDE OF ARV SILT FENCE B / _ — 2082 208 \\ \ \ 20`¢ \ \ \\\ \ \ \ \\
\ I i T P CD-6 // — 2p 4 — \ \'s \ \\ \ \ \
/ OUTLET (TY .) /
/— J / --
3 8c 2 "AIR RELEASE \ \ \ \ / // / //� ///� _ �� _ _ _ _ 88 _ COUNTY OF BUNCOMBE
VALVE ASSEMBLY 2 \ °�� \ \ \ �/ / / // /� z // �_ / /� — —_ _ — — — \\ \ \ \ \\
\ / / / 20g0 — — - DB 2167 PG 783 \ \ \ \ \
N:715523.2210 \ �' —/� �/ //////�/ //�/��/ �— _-- -* *\\\ \ \
\ \ �� / / // // �/ _ — — 20, — _ SEE ALSO DB 5315 PG 1492
E. 927919.0470, \ \ / l // �� -, / /i / — — — — 9721-75-9383 \\ \ \
\ \\� 5 � l l / i q // /i / _ 2094 _
TOP ELEV: 2071.23 , /�� SILT FENCE / / / — -
a \ 4-1 \ \ \�\ / D_
6 / / // / / / 0 \ \\ p� l i
vJill / \ \ \
PE -V--,
v a va M / ° I ^ , ! /� l / // // / 2098
FM a PC 00_
v FM < / \ 7\\
//�m'Q I I I I _
FMB ° � \ \_ J_li�l�ill\�2,
$ aFM 4 � _ 102 . 00
v v ° ° d �FM iiiiiiii,PC REMOVE AIR RELEASE VALVE ASSEMBLY 2 — \ \
/ . v ' I / / / / \ \
� a �� \ _ � � REPLACE WITH FM-CAV-04. � I I I I / � r� �
_ I ( _ — - 2104 — —\>�\ \ 'STATE OF NORTH CAROLINA
c N s f V °� FM FM C M - I I I \
v ° ss a _ D- JI,II I I ' / / \ \ DB 1475 PG 375
�. SMH-MSD 18 31 169 / / / \ PB 48 PG 2, TRACT B
PC
V; 4 RIM: 2079. 7 \ \ \ / �_ — \ PIN 972 7-74-1929
/ ° . v < SMH-MSD 18 419375 ��/ _. / / / 2108 —
CONCRE % RIM: 2074. V. 7' \ss i / INOUT: 2070.4'—
. a INV. IN: 2069. 4 - — -\ \ alp Zo ` \ \ I �'
° INV. OUT- 2069.2 '
IV
//tlz
REMARKS
DESIGNED BY: R. NANCE—GONZALEZ
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: M. POLLARD
DATE: OCTOBER 2023
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
PLAN
1" = 20'
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
EXISTING FORCEMAIN
AIR VALVE REPLACEMENT PLAN
KEY PLAN
REEMS
CREEK
PUMP
STATION 1
GOLDVIE
WILEY ROAD
DRIVE
MARSHALL
WY
PUMP
TATI 0 N 2
CANOE
LANE
C-400
F e
�0
RIVERSIDE_
DRIVE
N
1" = 20'
10 0 20
PROJECT NO. 20176-265366
FILE NAME: C40OFMPP.DWG
SHEET NO.
C-400
ISSUED FOR BID

_
CO
0
U
L�
O
z
0
Q
N
O
_
Q
z
w
w
0
0
w
0
m
a_
w
O
z
Q
0
Q
0
w
J
0
z
0
w
cn
D
w
m
0
0
z
w
Q
0
z
Q
rn �
3
v N
0 �
� o
m 0
o ,l
0
U
0 m
U a_
O
o m
U w
> w
U
Q
N
O Z
� W
z
Owflaw's
NOTE:
. ALL SANITARY SEWER CLEANOUT BOXES AND
COVERS SHALL BE MANUFACTURED FROM GRAY
IRON (CAST IRON) MEETING THE REQUIREMENTS
OF AWWA C110 AND ASTM A536.
2. ALL SANITARY SEWER CLEANOUT BOXES AND
COVERS SHALL CONFORM TO PARAGRAPH 2.01(d)
OF ITEM II, SECTION VI OF MSD's TECHNICAL
SPECIFICATIONS (MADE IN THE U.S.A.)
3. NON -TRAFFIC LOCATIONS; SANITARY SEWER
CLEANOUT BOXES AND COVERS SHALL BE AS
MANUFACTURED BY EAST JORDAN IRON WORKS
MODEL 1566 (OR APPROVED EQUAL)
4. TRAFFIC LOCATIONS; SANITARY SEWER CLEANOUT
BOXES AND COVERS SHALL BE AS MANUFACTURED
BY EAST JORDAN IRON WORKS MODEL 1574 (OR
APPROVED EQUAL)
Of
4
U
o
W
z(If
O
Q
o
w
U
z
-
O
w
0
>
0�
z
Q
w
cf)
d
z
w
O
J
J
cn
V)
bi
o
FINISH GRADE
w
m
3
N
o
OBSTRUCTION
N
� I
W
z
O
0
N j
O
w
N U
p
Q
E
CO
cn
g
z
pw
CLEANOUT BOX
DETAIL A
NTS —
18" MIN. SEPARATION BETWEEN
FORCEMAIN AND WATERLINE
12" MIN. SEPARATION BETWEEN
FORCEMAIN AND ALL OTHER UTILITIES
24" MIN. SEPARATION BETWEEN
FORCEMAIN AND STORM SYSTEM
x/��i
36" MIN
COVER
0 > SEE NOTE 5 SEE NOTE 4
o w o UTILITY CROSSING
0
DETAILKOE
U cn
w
Q Q ~ _
z c U ~ NTS -
O
c� N m
W N J cn
U N J Z
r7 Q c �w
N Z 0 = �
0'
U) -0 � cno
:20 0
:2 L�
> L C)O
0
co M W
w j N z REV. DATE DRWN CHKD
xx i O � N 0.
REMARKS
FORCEMAIN
PIPING
WASHED
STONE BASE
UNDISTURBED EARTH
I
TRENCH BACKFILL SHALL
0 BE IN ACCORDANCE WITH
THE TRENCH DETAIL
z
M
4"MIN. IN SOIL
6"MIN. IN ROCK
TC QT CTA TI/'1A1
VALVE VAULT
AT PUMP STATION
UTILITY MARKING TAPE (SEE SPEC.)
EXISTING OR
PROPOSED GRADE
TRACER WIRE (GREEN COATED
NO. 12 COPPER WIRE) INSTALL
WIRE, STRAIGHTENED OUT,
DIRECTLY OVER TOP rL OF PIPE,
WITHIN 12" TO 18" OF TOP OF PIPE.
FORCE MAIN
SELECT BACKFILL
UNDISTURBED EARTH
TFST STATION (TRArFR WIRF
FORCEMAIN TRACER
DETAIL B
NTS -
4I_12I17_1:101R`1'/_1121:�_lzl03W2CI21:aW21J_l:?.1' 1 WP►I &IL1l21kl21zIs
1. LATERAL SEPARATION OF SEWERS AND WATER MAINS. FORCEMAINS SHALL
BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED
WATER MAINS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A
10—FOOT LATERAL SEPARATION --IN WHICH CASE:
A. THE FORCEMAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF
THE TOP OF THE FORCEMAIN AT LEAST 18 INCHES BELOW THE BOTTOM
OF THE WATER MAIN; OR:
B. THE FORCEMAIN IS LAID IN THE SAME TRENCH AS THE WATER MAIN WITH
THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED
EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT
LEAST 18 INCHES ABOVE THE TOP OF THE FORCEMAIN.
2. WHEN LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL
SEPARATION BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED
OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF
THE POINT OF CROSSING.
3. A VERTICAL DISTANCE OF 12 INCHES SHALL BE MAINTAINED FOR ALL
OTHER UTILITY CROSSINGS.
4. WHEN AVAILABLE, UTILIZE BEND RADIUS OF HDPE PIPE TO AVOID
OBSTRUCTION AND ONLY WHEN BEND RADIUS EXCEEDS 75% OF
MANUFACTURER'S MAXIMUM BEND RADIUS SHOULD FITTINGS BE UTILIZED.
5. IF FITTINGS ARE REQUIRED USE STANDARD HDPE FUSIBLE FITTINGS.
DESIGNED BY:
R.
NANCE-GONZALEZ
CDM
DRAWN BY:
R. MADHURA
SHEET CHK'D
BY:
M. POLLARD
Smith
CROSS CHK'D
BY:
D. HEISER
APPROVED BY:
R.
R
NANCE-GONZALEZ
4600 Park Road
Charlotte, NC 28203
DATE:
OCTOBER 2023
Tel: [phone]
FORCE MAIN
EXISTING PIPE PUMPABLE
TO BE FILLED FLOWABLE FILL
INJECTION
WITH PUMPABLE
FLOWABLE FILL POINTS
---- --
- —
VENT PIPE EXITING
THE MH LOW AND
MOUNTED OUTSIDE MH
FOR ARV'S LISTED IN TABLE 1,
INSTALL WAGER 2050-50 ODOR
CONTROL SYSTEM (OR EQUAL).
CONNECT USING 4" FLANGED
PIPE MIN. 2" ABOVE FLAT TOP.
Q Z
� g
N co
FINISHED GRADE
0 �!
w
NIPPLE (IF NEEDED)
"ROMAC" (305—H FOR 20"
AND 24", 306—H FOR 6")
ALL SST. SERVICE SADDLE
OR EQUAL
(0I
MATERIAL COMPACTED TO
95% OF MOD. PROCTOR
DENSITY UNDER ALL
MANHOLES
ALUMINUM HATCH
5-0"
75"
B
1 " GRAVEL-8" THICK
NOTES: 5'-0"
1. CONTRACTOR SHALL MARK
IN THE CONCRETE: PIPE
MATERIAL, PIPE SIZE IN
INCHES, AND FLOW
DIRECTION ARROW.
2. CONTRACTOR TO CONFIRM
EXISTING MANHOLE DEPTH /
AND PROPOSED PRODUCT I
HEIGHT PRIOR TO
SUBMITTAL. a
4" WELDED SS SCH 40
EXISTING PIPE
TO BE FILLED
WITH PUMPABLE
FLOWABLE FILL
— _7�
J
LENGTH AS SHOWN LENGTH AS SHOWN
ON DRAWINGS ON DRAWINGS
PERMANENT PLUG (TYP.) REMOVE LENGTH AS SHOWN
ON DRAWINGS, OR 4' MIN.
TYPICAL IN -LINE PIPE CUT AND PLUG
DETAIL K7
NTS —
v
� o �
AIR VALVE MANHOLE
DETAIL C
NTS —
CONCRETE COLLAR
�w/3-#4 RINGS
FINISHED
GRADE
D
AIR VALVE (TYPE AND SIZE D_
PER VALVE SCHEDULE) LID MARKED
N
ALL VALVE WITH C/O -
(SIZE TO MATCH AIRVALVE)
PRECAST MH BARREL RISER PIPE
#4 BAR © 8" O.C.E.W.
RESTRAINED PLUG
OR LINE
CONTINUATION
3,000 PSI CONCRETE
6", 20", OR 24" DR11
HDPE FORCEMAIN
36" SQ VENTED HATCH SINGLE
LEAF ALUMINUM HATCH RATED
FOR H-25 LOADING. HATCH
SHALL HAVE LIFT ASSISTANCE
(EXCEPT WHEN ADJACENT TO
NCDOT ROADS), AUTOMATIC HOLD
OPEN ARMS, AND HAVE 316
STAINLESS STEEL HARDWARE
THROUGHOUT. TABLE 1
CONCRETE FLAT TOP
LID w/3—#4 RINGS
z
3—#5 TOP PLAN
BOTH SIDES
#5's @ 12" EW OC
PROVIDE 1 " COMPRESSIBLE
FOAM JOINT FILLER OVER TOP
OF LOWER PIPE. GLUE IN PLACE
PRIOR TO CONCRETE PLACEMENT —
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
2 #5's BOT. BOTH
SIDES ARCH
COMPACTED
STRUCTURAL FILL
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
v°
v°
v
v
v
SQUARE
UNDISTURBED EARTH
SHEET
STATION
C-302
33+44
C-304
52+16
C-307
83+86
C-310
4+92
C-310
7+21
C-310
7+85
C-31
1
18+04
OF PIPE
/ SECTION
CONCRETE PIPE CROSSING CRADLE
DETAIL KG
NTS -
PIPING DETAILS
CONCRETE PAD
CLEANOUT ADAPTER WITH
SQUARE NUT CAP, SAME
MATERIAL AS PIPELINE
CAST IRON BOX AND COVER
SCH 40 PVC
45° BEND
WYE BRANCH
MAIN
(DIA. VARIES)
NOTE:
ALL JOINTS TO BE
SOLVENT WELD SEE
SPEC FOR DETAILS
CLEANOUT
DETAIL rD
NTS -
NOTES:
1. INSTALL CONCRETE PIPE CROSSING CRADLE AT
ANY LOCATION WHERE PIPES ARE CROSSING
WITH 2 FEET OF CLEARANCE OR LESS.
2. IF PIPES ARE CROSSING WITH LESS THAN 6"
OF CLEARANCE, CONTRACTOR SHALL REQUEST
MODIFIED DETAIL FROM ENGINEER TO BE
INSTALLED AT NO ADDITIONAL COST.
v\ CAP
Xt_ Z SEAL
045495
'c
.�,.., 1NS,.� yam.
Michael't$J14.Q-04'00'
I yN\
2023.10.
PROJECT NO. 20176-265366
FILE NAME: CDO1 PPDT.DWG
SHEET NO.
CD-1
ISSUED FOR BID

U7
p
U
LL.
O
z
O
Q
N_
O
Q
z
W
F—
W
F—
O
U
W
7.
O
W
W
O
z
Q
O
LL.
Q
W
O
W
J
O
z
p
W
Cn
TRENCH
PIPE WIDTH GROUT
EMBEDMENT INSIDE JOINT
MATERIAL
\
N.T.S.
CASTIRON
FRAME & COVER
12" MAX. BRICK
ADJUSTMENT
MANHOLE
STEPS
SEE
DETAIL
„A„
4'- 0"
MINIMUM
2"
2 ROPES BUTYL
RUBBER
SEALANT
DETAIL "A"
N.T.S.
PIPE
EMBEDMENT
MATERIAL
a
O0
MANHOLE
w
STEPS
ZO
CON N E
C ON
U
8q
U
>
°z
~
Z
2
w
wz
;O
CK
O
LL
2
CENTERLINE OF
D
INLET PIPING IS
ALLOWED IN
QNOT
<
EITHER
QUADRANT
C
C
;ZTADJOINING
THE
MANHOLE
OUTLET.
SECTIONAL PLAN
N.T.S.
6" MIN. PIPE
EMBEDMENT MATERIAL
PIPE UNDISTURBED
EMBEDMENT NOTE: MANHOLE STEPS TO BE VERTICALLY
MATERIAL IN LINE WITH "INVERT OUT".
SECTION A -A
MANHOLE NOTES: N.T.S
1. FOR MANHOLES LARGER THAN 4 FT. DIA., MAINTAIN STANDARD DETj
FULL MANHOLE DIA. TO 6 FT. ABOVE INVERT BENCH. Metropolitan Sewerage
2. FOR 5 FT. AND 6 FT. DIA. MANHOLES, USE A of Buncombe County. North Carr
TRANSITION CONE TO REDUCE TO 4 FT. DIA. FOR 7
FT. TO 10 FT. DIA. MANHOLES, USE A TRANSITION STANDARD MAN TOP TO REDUCE TO 4 FT. DIA.
D
W
m
0
0
z
w
Q
p
z
Q
a N
0
> p
N U
O
0 o
C)
Q W
U �
O
(I-
LL]
j W
<) <
Q
N
O Z
/ w
w
LZ _
_.' p
U W
N I-__
O �
O
Z �
a O
w z
U
W Lil
O
W U
>
0'
z LLJ
Q Cn
(n J
Q
z
O
J
J V)
> w
w O
W W
3
m
I
p
cD W
(fl p
r7 >
O
� �
N W
� I
Q (fl Cn
r Z
0
o
N LLLI
/ p
I
U p
C
N Q
O
STANDARD MANHOLE
DETAIL KA
NTS —
P
�O OJP
�O
SEWER
SERVICE
FLOW
PLAN
N.T.S.
MATCH CROWNS WHEN
CONNECTING SERVICES
TO MANHOLES
SECTION
N.T.S.
SEWER
SERVICE
E z
0
��
0
U U
SERVICE CONNECTIONS AT MANHOLES
(D / CO
p
U �
° w
DETAILK'_EEC/)C)
Cn
j��
NTS —
O U
m % <z
-a z
r7 O w
N uf)
(nI T - o
:2O �p
� � w
a L �o
6 U M W
Ld a / CD
N w N0. DATE DRWN CHKD REMARKS
X J U OO Q�
CONCENTRIC CONE
GROUTED OR PRECAST
CONCRETE "U" SHAPED
INVERT CHANNELS
FLEXIBLE
MANHOLE
SLEEVE OR
ENTRANCE
JOINT
CAST IRON FRAME & COVER
1 r BRICK ADJUSTMENT(12" MAX)
4"
SEE DETAIL "A" o
N V
NOTE:
WHEN NON -FLEXIBLE CONNECTION
j z_ `° IS APPROVED, FIRST PIPE JOINT
SHALL BE NO MORE THAN 12"
N FROM MANHOLE WALL.
io
PIPE J
EMBEDMENT UNDISTURBED
MATERIAL 6" MIN. PIPE
CI=( TIr)Nl A —A EMBEDMENT MATERIAL
'SIZE OF BASE MAY NOT PERMIT BOOT IN WHICH CASE
NON -SHRINK GROUT SHALL BE USED TO MAKE
CONNECTION -REFER TO NOTE AT UPPER RIGHT
PIPE
EMBEDMENT
MATERIAL
A
CENTERLINE OF
INLET PIPING IS IS
NOT ALLOWED IN
EITHER
QUADRANT
ADJOINING THE
C
MANHOLE
OUTLET,
CONCP­
BOLTS
(
5/8"0 LIFTING BAR (TYP.)
5/8"0 LIFTING BAR (TYP.)
�O
C
SECTIONAL PLAN
N.T.S
GROUT
INSIDE JOINT
2 ROPES BUTYL
RUBBER
SEALANT
DETAIL "A"
N.T.S.
A TRENCH
PIPE WIDTH
EMBEDMENT
MATERIAL \\ O \
SECTION C-C
N.T.S.
SHALLOW MANHOLE TYPE 1
DETAIL KOB
NTS —
STANDARD RING AND COVER
N.T.S
MATCH FRAME TO EXISTING GRADE
2-0 FOR LANDSCAPED LOCATIONS
w
z QZJ
11 2"x1/4" BUTYL
�
CONCRETE ANCHOR
PRECAST MANHOLE BOLT FOUR (4) MIN.
FRAME SET IN NON -ROADWAY LOCATION
N.T.S
MACHINED
X SURFACES
a
GROUT PAVEMENT
BRICK -GROUT
ALL JOINTS
PRECAST CONCRETE
3 BRICKS (MAX.) GRADE RING
PRECAST MANHOLE
FRAME SET IN ROADWAY LOCATION
2"x1/4"
NOTE: STANDARD DETAIL
1. WHERE M.p
H. IS IN ROAD SHOULDER AND ROAD Metropolitan Sewerage District
ncom
DOES NOT HAVE CURB AND GUTTER, DO NOT USE [' g
ANCHOR BOLTS IN FRAME. of Bube Counh. North Carolina
2. "MSD OF BUNCOMBE COUNTY" TO APPEAR ON STANDARD MANHOLE
COVERS ONLY WHEN THE SEWER SYSTEM IS TO BE
MAINTAINED BY MSD FRAME & COVER
DATE APPROVED: MARCH 2O17 2.11 - 08.1
MANHOLE FRAME &COVER
DETAIL %F�
NTS
DESIGNED BY: R. NANCE—GONZALEZ CD1W
DRAWN BY: R. MADHURA
SHEET CHWD BY: M. POLLARD Smith
CROSS CHK'D BY: D. HEISER
R. NANCE—GONZALEZ 4600 Park Road
APPROVED BY: Charlotte, NC 28203
DATE: OCTOBER 2023 Tel: [phone]
PENTA HEADED S.S. CAM LOCK
5/8"0 LIFTING BAR (TYP.)
ONE PIECE RUBBER
GASKET (REQUIRED
WHEN SUBJECT TO COVER
INUNDATION)
N.T.S
PENTA HEADED S.S. CAM LOCK (IF REQUIRED)
5/8"0 LIFTING BAR (TYF
CONCRETE ANCHOR BOLTS (IF REQUIR
WATERTIGHT RING AND COVER LOCKING
SCREEN VENT
OPENING
4" STAINLESS STEEL VENT
PIPE- VERTICAL SECTION
SHALL BE PLUMB
(SCHEDULE 40-MIN.
THICKNESS)
SEE ADDITIONAL DETAIL
FOR OFFSET (EXTENSION)
OF VENT PIPE
3/8" x 3" FLAT BAR (S.S.)
BRACKET SHOP WELDED
TO VENT w/2 5/8" DIA. x 4"
ANCHOR BOLTS (TYP @ 2)
CAST OR CORE HOLE
FOR VENT PIPE
t
HEIGHT OF STACK TO BE BASED ON 100 YEAR FLOOD ELEVATION 2.0
FEET + 100 YEAR FLOOD ELEVATION (6.0 FEET MINIMUM )
rn FINISHED GRADE FOR
w LANDSCAPED MANHOLE
LOCATIONS
WATER TIGHT LOCKING CAST
IRON FRAME & COVER
\\ FINISH GRADE FOR NON -
LANDSCAPED LOCATIONS -
PLACE M.H. RING AND COVER
FLUSH WITH GRADE IN
LANDSCAPED AREAS AND
? ALONG ROAD SHOULDERS
SEE STANDARD
MANHOLE DETAIL
NOTES:
1. 4" VENT PIPE, STRAPS AND ANCHOR BOLTS
SHALL BE STAINLESS STEEL
2. MANHOLE STEPS TO BE VERTICALLY IN LINE
WITH "INVERT OUT" FOR PIPE 18" AND LESS.
OVER 18" TO BE LOCATED IN LINE WITH BENCH.
STANDARD MANHOLE WITH VENT STACK
DETAIL C
NTS —
PENTA HEADED S.S. CAM LOCK
5/8"0 LIFTING BAR (TYP.)
ONE PIECE RUBBER
GASKET (REQUIRED
WHEN SUBJECT TO COVER
INUNDATION)
N.T.S
PENTA HEADED S.S. CAM LOCK (IF REQUIRED)
5/8"0 LIFTING BAR (TYF
CONCRETE ANCHOR BOLTS (IF REQUIR
WATERTIGHT RING AND COVER LOCKING
SCREEN VENT
OPENING
4" STAINLESS STEEL VENT
PIPE- VERTICAL SECTION
SHALL BE PLUMB
(SCHEDULE 40-MIN.
THICKNESS)
SEE ADDITIONAL DETAIL
FOR OFFSET (EXTENSION)
OF VENT PIPE
3/8" x 3" FLAT BAR (S.S.)
BRACKET SHOP WELDED
TO VENT w/2 5/8" DIA. x 4"
ANCHOR BOLTS (TYP @ 2)
CAST OR CORE HOLE
FOR VENT PIPE
t
HEIGHT OF STACK TO BE BASED ON 100 YEAR FLOOD ELEVATION 2.0
FEET + 100 YEAR FLOOD ELEVATION (6.0 FEET MINIMUM )
rn FINISHED GRADE FOR
w LANDSCAPED MANHOLE
LOCATIONS
WATER TIGHT LOCKING CAST
IRON FRAME & COVER
\\ FINISH GRADE FOR NON -
LANDSCAPED LOCATIONS -
PLACE M.H. RING AND COVER
FLUSH WITH GRADE IN
LANDSCAPED AREAS AND
? ALONG ROAD SHOULDERS
SEE STANDARD
MANHOLE DETAIL
NOTES:
1. 4" VENT PIPE, STRAPS AND ANCHOR BOLTS
SHALL BE STAINLESS STEEL
2. MANHOLE STEPS TO BE VERTICALLY IN LINE
WITH "INVERT OUT" FOR PIPE 18" AND LESS.
OVER 18" TO BE LOCATED IN LINE WITH BENCH.
STANDARD MANHOLE WITH VENT STACK
DETAIL C
NTS —
N.T.S.
2 0
MATCH FRAME EXISTING GRADE FOR
I
LANDSCAPED LOCATIONS
Z 0
_ Q///
//\/��
�U
�V)
150
J
"' 2" x 1/4
Z J
BUTYL
CONCRETE ANCHOR
BOLT FOUR (4) MIN.
PRECAST MANHOLE
FRAME SET IN NON -ROADWAY LOCATION
N.T.S.
MACHINED SURFACES
2" MAX.
PAVEMENT
GROUT
2" x 1/4..
12" MAX. BUTYL
BRICK -GROUT
ALL JOINTS
PRECAST
CONCRETE
3 BRICKS (MAX.) GRADE RING
PRECAST MANHOLE
FRAME SET IN ROADWAY LOCATION
N.T.S.
NOTE: STANDARD DETAIL
1. WATERTIGHT FRAME & COVER REQUIRED IN Metropolitan Sewerage District
FLOODPLAIN OR WHEN SPECIFIED ON PLANS
of Buncombe Counh, North Cmmlina
2. "MSD OF BUNCOMBE COUNTY" TO APPEAR ON WATERTIGHT MANHOLE
COVERS ONLY WHEN THE SEWER SYSTEM IS
TO BE MAINTAINED BY MSD FRAME & COVER
DATE APPROVED: MARCH 2O17 2.11 - 08.2
OPTIONAL
EXTENDED SLAB
(SEE NOTE 1)
NOTE:
EXISTING AND
FINISH GRADE BREAKDOWN AND REMOVE PORTION
OF MANHOLE TO A POINT 3'-0"
BELOW FINISH GRADE
I I \ \
I I \ �
om 1 I \\\ \� FILL AS SPECIFIED
\ UNDER"TRENCH
1 BACKFILL"
I I
MANHOLE TO BE
ABANDONED
WATERTIGHT
MASONARY PLUG
PIPE DIA. + V-0"
TYPICAL
I'
FILL WITH MATERIAL THAT
IS NON -COMPRESSIBLE
WATERTIGHT
MASONRY PLUG
MANHOLE ABANDONMENT PROCEDURE
(SEE SECTION 2.21 OF SPECIFICATIONS FOR ADD'L INFORMATION)
MANHOLES WHICH ARE TO BE ABANDONED WILL FIRST HAVE BOTH INFLUENT AND EFFLUENT LINES
PLUGGED INSIDE THE MANHOLE WITH WATERTIGHT MASONRY. THE MINIMUM LENGTH OF WATERTIGHT
MASONRY PLUGS WILL BE THE DIAMETER OF THE ABANDONED PIPE PLUS ONE FOOT. THE MANHOLE WILL
THEN BE FILLED WITH INCOMPRESSIBLE MATERIAL (CRUSHED STONE OR AS APPROVED), TO A POINT
THREE FEET (3'-0") BELOW THE FINISH GRADE. THE REMAINDER OF THE MANHOLE SHALL BE BROKEN
DOWN AND REMOVED. THEN THE EXCAVATION SHALL BE BACKFILLED TO FINISH GRADE AS SPECIFIED
UNDER TRENCH BACKFILL.
PROVIDE OPENING
FOR 8" BYPASS
SUCTION PIPING
(REF. M-180)
1. STRUCTURE SHALL BE DESIGNED TO PREVENT FLOTATION
WITHOUT THE BENEFIT OF SKIN FRICTION, WITHOUT PIPING AND
EQUIPMENT, AND AT A WATER SURFACE ELEVATION DURING
500—YEAR FLOOD. FLOTATION FORCES SHALL BE RESISTED BY
THE DEAD LOAD OF THE STRUCTURE AND SOIL DIRECTLY ABOVE
THE STRUCTURE. IF THE DESIGN OF THE STRUCTURE REQUIRES
A CONCRETE PAD TO PREVENT FLOTATION, THE COST OF
DESIGNING, FURNISHING, AND INSTALLING A REINFORCED
CONCRETE PAD SHALL BE INCLUDED IN THE BID PRICE. DETAILS
OF THE DESIGN OF THE CONCRETE PAD (IF REQUIRED) SHALL
BE SUBMITTED TO THE ENGINEER FOR REVIEW.
WATERTIGHT MANHOLE FRAME & COVER
DETAIL rG*'�
NTS —
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
MANHOLE ABANDONMENT
DETAIL /�D�
NTS \
FLAT TOP MANHOLE
COMPO`''Tr- rnAKAr
AND C(
BASE SECTIOI`
CAST MONOLI'
OPENINGS AS REQUIRED
FOR INTERCEPTOR.
RUBBER BOOT OR FRP
COUPLING SHALL BE USED
L VIIIV FLOW CHANNEL 'tiy4;,.`.'.AR
p`f�
#57 STONE f- S/ .1
POLYMER CONCRETE MANHOLE ''° y�
;q SEAL F
DETAILK'_Hq_
���¢�$
' ' •
� '••' -
NTS — MichWL "1olP®�4�
2023.10. AEI:1�ti��-04'00'
PROJECT NO. 20176-265366
FILE NAME: CD02MVDT.DWG
MANHOLES AND VAULTS SHEET N0.
DETAILS CD-2
ISSUED FOR BID

ASPHALT CONCRETE
SURFACE COURSE
(TYPE S9.513)
co ASPHALT CONCRETE
o INTERMEDIATE COURSE
(TYPE 119.013)
Li
0
o COMPACTED
Q ABC STONE
N
0
Q
N
00
0
COM PACTE
ABC STON
2" CLR
COMPACTED
COMPACTED f
=
SUBGRADE
SUBGRADE
ASPHALT
CONCRETE
0
NOTES:
1. ALL PAVEMENT SUBGRADES SHALL BE COMPACTED TO
AT LEAST 95 % OF MAXIMUM DRY DENSITY IN
w
ACCORDANCE WITH ASTM D1557 PRIOR TO AGGREGATE
BASE COURSE (ABC) PLACEMENT. ABC
SHALL
o
BE COMPACTED TO 100 % OF MAXIMUM DRY DENSITY
AS DETERMINED BY AASHTO METHOD T-180.
0-
THE SPECIFIED DEPTHS SHALL BE COMPACTED DEPTHS. ALL SOFT OR WET SUBGRADE SHALL
BE
00�
REMOVED AND BACKFILLED WITH DRY SELECT FILL OR
ABC STONE AND RECOMPACTED.
w
0
2. CONCRETE TO HAVE LIGHT BROOM FINISH. PROVIDE FULL -DEPTH JOINTS AT 20-FT MAX EACH
WAY
WITH BITUMINOUS SEAL. ROUND ALL EDGES AND AT
JOINTS.
z
Q
0
Li
Q
0
w
J
O
z
0
w
(n
w
m
O
0
z
w
Q
0
z
Q
v v)
0
(/) 0
O
LL
0
0
U
0
Ld
U W
O W'
W
0 _
U
"5 W
<) <
Q
04
O Z
W
�
N W
w _
0
U W
O <
0
Z �
Q O
U
w z
U -
0
LI
O LO
LL_
�
0
Z W
Q (n
J
d Q
z
W O
J
J Cn
Ld
�
Q m
W
I m
cD W
(0
ASPHALT AND CONCRETE DRIVEWAY
DETAIL A
NTS -
Depths of Paving Courses for Pavement Repairs Not Requiring Binder
Classification
Base Course
Binder
Surface Course
Light Duty Commercial Drive
8" ABC compacted to
No binder needed
2" S9.5C
100% standard proctor
compacted to 90% of
maximum lab density
Residential Drive
8" ABC compacted to
2" S9.5C
100% standard proctor
No binder needed
compacted to 90% of
maximum lab density
OVERLAY AS
DIRECTED
BY THE ENGINEER
- - - _ _
BITUMINOUS TACK COAT
:XISTING BASE COURSE
SURFACE COURSE
-
AGGREGATE BASE COURSE
DRY
TURBED
TRENCH BACKFILL MATERIAL
EARTH
COMPACTED TO 95%
1
STANDARD PROCTOR IN 6"
LIFTS.
INITIAL BACKFILL SEE
TRENCH DETAILS.
PRIVATE DRIVE AND PARKING LOT PAVEMENT REPAIR
(IN AREAS OF NON -HEAVY DUTY TRAFFIC)
N.T.S.
EXISTING GRAVEL
EXISTING GRAVEL
OF A.B.C. COMPACTED TO
- -
100% STANDARD PROCTOR
- - - - -
IN 4" LIFTS.
c
TRENCH BACKFILL MATERIAL
DRY iv
COMPACTED TO 95%
TURBED
STANDARD PROCTOR IN 6"
EARTH
LIFTS.
INITIAL BACKFILL SEE
TRENCH DETAILS.
GRAVEL SURFACE REPAIR
N.T.S.
NOTES:
1. EDGES ARE TO BE SAW CUT WITH A CONCRETE SAW
TO A NEAT SQUARED EDGE, AND BROOMED CLEAN
OF DUST PRIOR TO APPLICATION OF TACK.
2. PAVEMENT REPAIR DETAIL SHALL BE USED FOR ALL
BITUMINOUS SURFACES WHICH ARE NOT UNDER
CONTROL OF THE N.C.D.O.T. OR BILTMORE FOREST.
REV: June 20M KMK
V)
O
N W
toz
PRIVATE ROAD PAVEMENT
REPLACEMENT
o
r j w
rn I
DETAIL
E
U 0
N Q
NTS
-
E z
ow o:2
0 >z
_ U C)
u N
0
WLd
�P0Lij
C) W
z
I-,
m % Q~
-a z
r7 O C w
af
04 u°i
0
U) >` - 0
�0
:2-0 O
� Li
a L �O
6 M W
Cn
REV.
w j N
N0.
DATE
DRWN
CHKD
X_j0 O�
4' SHOULDER EXCEPT
WHERE SHOWN OTHERWISE
ON PLANS
STEEL REINFORCING, SLOPE TO DRAIN
#4 @ 12" E.W. 4 ( )
4,500 PSI CONIC 1 COMMON FILL
$ $
Depths of Paving Courses for Pavement Repairs Requiring Binder
Classification
Base Course
Binder
Surface Course
Municipal Street`
8" ABC compacted to
4" Asphalt binder course
2" S9.5C
100% standard proctor
Type 1 19.00 or S9.513
compacted to 90% of
compacted to 92% maximum lab
maximum lab density
density
City of Asheville
8" ABC compacted to
6" Asphalt binder course
2" S9.5C
100% standard proctor
Type 1 19.00 compacted
compacted to 90% of
to 92% maximum lab
maximum lab density
density
Biltmore Forest
8" ABC compacted to
4" Asphalt binder course
111S9.5C
100% standard proctor
Type 1 19.00 compacted
compacted to 90% of
to 92% maximum lab
maximum lab density
density
NCDOT Road (>_ 12" Dia.
N/A
11"Asphalt binder course
2" S9.5C
Pipe)
Type 1 19.00 compacted
wmpacted to 90% of
to 92% maximum lab
maximum lab density
density
NCDOT Road (< 12" Dia.
8" ABC compacted to 95%
6" Asphalt binder course
3" S9.5C
Pipe)
standard proctor
Type 1 19.00 compacted
compacted to 90% of
to 92% maximum lab
maximum lab density
density (in two 3" lifts)
in two 1.5" lifts
Heavy Duty Commercial
8" ABC compacted to
4" Asphalt binder course
1.5" S9.5C
Drive
100% standard proctor
Type 1 19.00 compacted
compacted to 90% of
to 92% maximum lab
maximum lab density
density
' Municipal streets include all streets that fall under the jurisdictions of
Black Mountain, Montreat, Weaverville, and Woodfn.
17'-6" (TYP) TRENCH WIDTH VARIES
SAW CUT
EXISTING
PAVEMENT
SURFACE COURSE
EXISTING PAVEMENT
BITUMINOUS TACK COAT
EXISTING BASE COURSE
BINDER
AGGREGATE BASE COURSE
TRENCH BACKFILL MATERIAL
COMPACTEDT095%
DRY UNDISTURBED
STANDARD PROCTOR IN 6"
EARTH
LIFTS.
INITIAL BACKFILL SEE
TRENCH DETAILS.
NOTES:
1. EDGES ARE TO BE SAWED WITH A CONCRETE SAW
TO A NEAT SQUARED EDGE, AND BROOMED CLEAN
OF DUST PRIOR TO APPLICATION OF TACK COAT.
2. EDGES AND OVERLAY AREAS TO BE TACKED WITH
RC OR AC-1 SPECIAL TACK
REV'J-2020 KMK
PAVEMENT REPLACEMENT
DETAIL F
NTS -
MATCH EXISTING OR PROPOSI
GRADE AS SHOWN ON PLANS
2% SLOPE OR
AS SHOWN ON PLANS
12" CRUSHED AGGREGATE BASE
� Q COURSE NCDOT ABC COMPACTED
10 TO 100% MAX DRY DENSITY PER
91
cP"
%%\77
���%��%\�� GEOTEXTILE FABRIC
COMPACTED SUBGRADE OR
SELECT FILL
NOTE:
1. LOAM, SEED AND MULCH SHOULDER AS REQUIRED IN SPECS
2. IN UNSUITABLE SOIL LOCATIONS ADD ADDITIONAL UNDER CUT OF 18" ABC STONE
WITH PLACEMENT OF GEOTEXTILE FABRIC.
D
X
w
12"
1'-4"
7'-4"
15"
1'_7"
7._7"
18"
1'-10"
7'-10"
24"
2'-6"
30"
3'-1"
9'-1"
36"
3'-8"
9'-8"
42"
4'-5"
10'-5"
48"
5'-0"
11'-0"
GRAVEL DRIVEWAY
DETAIL B
NTS -
2"-3" S9.5B OR S9.5C 11" B25.08 OR B25.00
SURFACE COURSE BASE COURSE
EXISTING EXISTING
w
PAVEMENT REPAIRS ON ROADS TO BE RESURFACED
(PIPE IS PLACED UNDER EXISTING PAVEMENT)
2" S9.58 OR S9.5C
SURFACE COURSE
11" B25.OB OR B25.00
BASE COURSE
-7/
EXISTING EXISTING
1' 0"
2'-0" X 2'-0"
1'-O"
w
PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED
(PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT)
PAVEMENT REPLACEMENT (NCDOT ROADS)
DETAIL rG*'�
NTS -
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: R. MADHURA
SHEET CHK'D BY:-M. POLLARD
CROSS CHK'D BY: D. HEISER
RNANCE-GONZALEZ
R. APPROVED BY:
DATE: OCTOBER 2023
CDM
gmith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
REMARKS
z
O(f)
I}
HQa
1z -0
IL -j
cc 00 02Z
w Qa'L2
'F"-C
F
cc
rnFLLOJ
o�U)a
z i OC
F >
..: >
CL
w�
tr
O
LL
c0 (a w
z p� a
H F
Cr d H
W
CCCc w
Q H >
z z lL
LU Is
F- Z w
tL
LU
} > cl)
oCLo
< L
O
Cc
1 OF 1
4.01
TOP COURSE -
ASPHALT CONC.
BINDER COURSE
12' CRUSHED
(# 57 STONE) BASE
COMPACTED
SUBGRADE
OR SELECT
FI LL
3'-0"
ASPHALT TO GRAVEL TRANSITION
DETAIL rc*`�
NTS -
BITUMINOUS SURFACE COURSE, TYPE S9.5C.
THICKNESS AND DENSITY PER MSD STANDARD
DETAIL 4.0"1, "TYPICAL PAVEMENT REPAIR".
MEET GUTTER
BACKFILL TO
EXISTING
ELEVATION
LEVEL
PAVEMENT
OF NEW
PAVEMENT
TREATMENT FOR / I
DITCH LINE J
SECTION
EXISTING BASE
COURSE
BITUMINOUS CONCRETE
BINDER COURSE TYPE 119.00.
THICKNESS AND DENSITY PER MSD
STANDARD DETAIL 4.08-01,'TYPICAL
PAVEMENT REPAIR".
3/4" MAX.
EXISTING PAVEMENT
EXISTING BASE COURSE
NOTES
1. EDGES ARE TO BE SAWED WITH A CONCRETE SAW
TO A NEAT SQUARED EDGE, AND GROOMED CLEAN
OF DUST PRIOR TO APPLICATION OF TACK COAT.
2. CURB & GUTTER STREETS REQUIRE MILLING IN
ACCORDANCE WITH LOCAL GOVERNMENT
REQUIREMENTS.
REV:June2020 KMK
GRIND AND OVERLAY
DETAILK'_H
NTS -
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
TREATMENT FORT
C & G SECTION
#4@ 1 2"
#4@8r,
8-INCH
T
WWF 6x6-W1.4xW1.4
6" GRAVEL BASE
FOR WALKS
1 /2" PREMOLDED
JOINT FILLER
1 /2„
6" 1'-6"
1 /8" R
2'-O"
NOTES:
1. STANDARD CURB AND GUTTER REQUIRED 5' ON EACH
SIDE OF STORM INLETS OR WHERE SHOWN ON DRAWINGS.
CURB AND GUTTER
DETAIL rD*`�
NTS -
FLUSH W/ PAVEMENT
0
•7 •�••���°'•�• ••
RIGID NON -BITUMINOUS
JOINT FILLER @ PAVING
PAVING OR
AGGREGATE ROAD
0
_I
WWF 6x6-W1.4xW1.4
4"
6" GRAVEL BASE
FOR WALKS
AT MASONRY STRUCTURE
VARIES
FINISH GRADE PITCH 1 /2"
(NOTE 3)
X
4" o 46" GRAVEL BASE
WWF 6x6-W1.4xW1.4 2"
TYPICAL CROSS SECTION FOR WALKS
1 /2" 3/4" TOOLED CONTRACTION 1 /2" FIBERFILL
JOINT 5'- 0" O.C. EXPANSION JOINT
WWF 6x6-W1.4xW1.4
FINISH GRADE
�/ �/
X ,M1
000 0 0 0
6" BANK -RUN
GRAVEL BASE COMPACTED SUBGRADE
FOR WALKS
LONGITUDINAL SECTION
NOTES:
1. SURFACE OF PAVING TO BE BROOM FINISHED.
2. FINISH SURFACE SHALL BE SLOPED FOR POSITIVE DRAINAGE AND SHALL SLOPE AWAY FROM
STRUCTURES.
3. EXPANSION JOINTS FOR WALKS SHALL NOT EXCEED 30' O.C. AND SHALL BE
PLACED AT ALL
BUILDING ABUTMENTS. CONTRACTION JOINTS SHALL NOT EXCEED 5' O.C.
4. GRAVEL BASE SHALL BE UNDERLAIN BY GEOTEXTILE FABRIC AS SPECIFIED IN
SECTION 130519.13.
5. SIDEWALKS SHALL BE 6' WIDE UNLESS OTHERWISE MARKED. SIDEWALK ACCESS �44��ti1��ffi
TO BUILDINGS SHALL BE 2' WIDER THAN DOOR OPENING.
......
CONCRETE SIDEWALK
:r
SEAL g'0450,
DETAIL
,- '• 'IN .•gip
NTS -
Michael+ �olp6t l�' ,\
2023.10. 6/1$1115t 04'00'
PROJECT NO. 20176-265366
FILE
NAME: CD03SIDT.DWG
SURFACE IMPROVEMENTS
SHEET NO.
CD-3
ISSUED FOR BID

_
F-
V)
7
0
U
0
z
0
F-
Q
N
CY
0
Q
z
w
F-
CY
W
F-
F-
D
0
F-
F-
C)
W
0
CY
n
CY
w
F-
O
z
Q
CY
0
CY
Q
n
CY
0
w
J
0
z
0
w
D
w
m
O
F-
0
z
w
Q
0
z
Q
01
� cn
o �
0 o
w 0
o ,l
0
U
o �
Q w
U n
O
o m
m
U w
> w
U ry
Q
N
o z
N w
W ry
W
4 o
U W
N F__
o CY
o
i n
z m
Q O
0
w z
U Of
0 w
w 0
o CY
z w
Q
V J
m z
w O
J cn
_J V)
> W
w O
Q r�'
w m
I m
� o 0
a o
o ,M >
N (0 O
N n
� I m
o r
C)
_Z N jLi w
� C4 U 0
W 1
0
z rn E Q
w cn F
z
E o o7
H U >
w / W0
u Z U U p
W ofp �
w U U)
0<< �w
E z � U~
0 N FK
W J cn
U N J Z
Qc <w
N Z _
0' D
�i-aCcno
0 0
> L �O
0
Co W
LL_o CO
w 0 C"W p W
X J U OO Cy
NCDEQ STANDARD NOTES
1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR
VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS
DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
2. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO
PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT -LADEN WATER TO APPROPRIATE
TRAPS OR STABLE OUTLETS.
3. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT
(SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED
TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
4. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1 V OR GREATER) WHERE LAND -DISTURBING
ACTIVITIES HAVE PERMANENTLY OR TEMPORALLY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR
DAYS.
5. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.
6. ALL MECHANICAL EQUIPMENT OPERATED NEAR SURFACE WATERS MUST BE REGULARLY INSPECTED AND MAINTAINED
TO PREVENT CONTAMINATION OF STREAM WATERS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC
MATERIALS. 15A NCAC 02H .0506(b)(3)
7. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
- WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;
- WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND
OTHER CONSTRUCTION MATERIALS;
- FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; AND
- SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.
8. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE
EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF
THE CONSTRUCTION SITE.
9. DURING THE CONSTRUCTION OF THE PROJECT, NO STAGING OF EQUIPMENT OF ANY KIND IS PERMITTED IN WATERS
OF THE U.S., OR PROTECTED RIPARIAN BUFFERS. 15A NCAC 02H .0506(b)(3)
10. DISCHARGING HYDROSEED MIXTURES AND WASHING OUT HYDROSEEDERS AND OTHER EQUIPMENT IN OR ADJACENT
TO SURFACE WATERS IS PROHIBITED. 15A NCAC 02H .0506(b)(3)
11. THE PERMITTEE SHALL REPORT ANY VIOLATIONS OF THE 401 WATER QUALITY CERTIFICATION TO THE DIVISION OF
WATER RESOURCES WITHIN 24 HOURS OF DISCOVERY. 15A NCAC 02H .0507(c)
12. ALL WORK SHALL CONFORM TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF LAND
RESOURCES SEDIMENT AND EROSION CONTROL STANDARDS.
13. THE LOCATIONS OF STOCKPILED MATERIALS SHALL BE IN AREAS APPROVED BY THE OWNER.
14. SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILE AREAS, IN ADDITION TO OTHER AREAS AS NOTED ON
THE PLANS.
15. IF MSD OF BUNCOMBE COUNTY OR NCDOT ALLOWS EXCAVATED MATERIAL STORAGE ON PAVEMENT, A LAYER OF
COARSE SAND, SCREENINGS OR ACCEPTABLE ALTERNATIVE SHALL BE PLACED ON THE PAVEMENT PRIOR TO
DEPOSITION OF EXCAVATED MATERIAL. SILT AND MUD SHALL BE REMOVED FROM PAVEMENT BY SWEEPING ON A
DAILY BASIS AT A MINIMUM.
16. CONTRACTOR SHALL INSTALL INLET PROTECTION AT EACH INLET STRUCTURE THAT RECEIVES RUNOFF IMMEDIATELY
FOLLOWING INSTALLATION OF THE STRUCTURE.
17. CONTRACTOR SHALL INSTALL RIPRAP OUTLET PROTECTION AT EACH PIPE OUTFALL IMMEDIATELY FOLLOWING
CONSTRUCTION OF THE OUTFALL STRUCTURE.
18. CONTRACTOR SHALL BE REQUIRED TO CONTROL DUST WITHIN THE LIMITS OF CONSTRUCTION.
19. NO TIMBERING OR DEMOLITION ACTIVITIES ASSOCIATED WITH THE PROPOSED DEVELOPMENT OF THE SITE CAN BE
DONE WITHOUT AN ES&C PLAN APPROVAL. (15A NCAC 04B. 0106(5))
20. CUT, FILL AND DIRT PILE SLOPES ARE TO BE TRACKED. (15A NCAC 04B. 0106(5))
REV.
I DATE I DRWN I CHKD
SEED
RATE
INCLUDE AT LEAST FIVE
OF THE FOLLOWING:
• RIVERBANK WILDRYE
• FOX SEDGE
• SLENDER WOODOATS
• BEAKED PANICGRASS
• INDIANGRASS
20 LB/AC
• BLEUFLAG
• SOFT RUSH
• AUTUMN BENTGRASS
• BIG BLUESTEM
• SWITCHGRASS
• BLACK-EYED SUSAN
NOTES:
1. CONTRACTOR SHALL APPLY RIPARIAN SEEDING
TO ALL STREAM BANK AND WETLAND AREAS.
REMARKS
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: R. MADHURA
SHEET CHWD BY: M. POLLARD
CROSS CHK'D BY: D. HEISER
APPROVED BY: R. NANCE-GONZALEZ
DATE: OCTOBER 2023
SEDIMENTATION AND EROSION CONTROL NOTES
THE FOLLOWING SCHEDULE WILL BE REQUIRED DURING CONSTRUCTION:
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND
DISTURBANCE.
2. POST EROSION AND SEDIMENT CONTROL PLACARD AT ALL LOCATIONS WHERE WORK IS BEING PERFORMED.
3. IDENTIFY THE LIMITS OF DISTURBANCE.
4. INSTALL APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS DIRECTED IN THE APPROVED PLAN.
A. INSTALL TEMPORARY STREAM CROSSING BYPASS PUMPING PER DETAIL A SHEET CD-5.
B. MOBILIZE EQUIPMENT AND COMPLETE OPEN CUT EXCAVATIONS OF CULVERTS AND INTERCEPTORS TO APPROXIMATELY 100 FEET BEYOND
STREAM CROSSING ON EITHER SIDE.
C. STABILIZE STREAM AND RESTORE PER DETAILS E, F, G OR H ON SHEET CD-5.
5. FINISH MOBILIZING EQUIPMENT.
6. IMMEDIATELY PERMANENTLY STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
7. IF METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY OR NCDOT ALLOWS EXCAVATED MATERIAL STORAGE ON PAVEMENT, A LAYER OF
COARSE SAND, SCREENINGS OR ACCEPTABLE ALTERNATIVE SHALL BE PLACED ON THE PAVEMENT PRIOR TO DEPOSITION OF EXCAVATED
MATERIAL. SILT AND MUD SHALL BE REMOVED FROM PAVEMENT BY SWEEPING ON A DAILY BASIS AT A MINIMUM.
8. ESTABLISH GROUND COVER IN ACCORDANCE WITH THE STABILIZATION TIME FRAMES TABLE PROVIDED BELOW.
9. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY AND AFTER RAINFALL EVENTS. MAKE ANY NEEDED REPAIRS IMMEDIATELY
10. AFTER LOCATIONS WHERE WORK IS PERFORMED AND ARE STABILIZED, REMOVE AND DISPOSE OF ALL TEMPORARY EROSION CONTROL
MEASURES INCLUDING CLEAN WATER DIVERSIONS.
11. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED WITHIN THE LOD. CURB INLET PROTECTION DEVICES SHALL BE
INSTALLED AT ALL CURB INLETS THAT WILL RECEIVE SEDIMENT RUNOFF FROM THE WORK AREA OR AS SHOWN ON THE DRAWINGS.
12. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT NCDEQ TO CLOSE OUT THE E&SC PLAN. AFTER NCDEQ INFORMS THE
PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN
ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN
FILLED OUT.
13. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, AND S&E PLANS ARE REQUIRED TO BE
MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE
BEGINNING OR ENTRANCE OF PROJECT.
14. CONTRACTOR TO MONITOR ALL SILT BAG(S) CONTINUOUSLY DURING OPERATION. ONCE PUMPS USED TO DIVERT UPLAND RUN OFF ARE
STARTED, THEY WILL BE MONITORED 24 HOURS A DAY, 7 DAYS A WEEK UNTIL ACTIVITIES ARE COMPLETE AND STABILIZED. (15A NCAC 04B.
0103)
15. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR
DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO
MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.
A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
1. Permanent Seedina (M-aximurn slor)e 3:1)
Planting Dates
Grass Type
Pounds/Acre
Aug- 15 - Nov. 1
Tall Fescue
300
Nov- 1-Mar. 1
Tall Fescue
& Abruzzi Rye
300
25
Mar. 1 - Apr. 15
Tall Fescue
300
Apr. 15 - Jun_ 30
Hulled Common
Bermuda rass
25
Jul- 1 -Aug- 15"
Tall Fescue
& Bro atop Millet
& Say hurry -Sudan Hybrids
120
85
30
Lime
4,000
Fertilizer
10-10-10
1,000
Mulch
Straw
4,000
"Temporary seeding: reseed according to optimum season for permanent seeding.
2 Permanent Seedina (Slopes from 3:1 to 2: 11
Planting Dates
Grass Type
Pounds/Acre
Mar 1 - ,dune 1
Seri cea Lesped eza
5D
Mar_ 1 -Apr. 15
& Add Tall Fescue
120
Mar_ 1 - Jury. 00
or Add Weeping Lovegrass
10
Mar_ 1 - Jun_ 30
or Add Hulled Common
25
Bermuda rass
Jun_ I - Sept_ 1*'r
Tall Fescue
125
& B rowntop Millet
30
& Say hum -Sudan Hybrids
35
Sept_ 1 - filar_ 1
Seri cea Lesped eza
70
(u nhul I ed-unscarif ed )
& Tall Fescue
120
Nov_ 1 - Mar. 1
& Add Abruzzi Rye
25
Ume
4,000
Fertilizer
10-10-10
1,000
Mulch
I Straw
4.000
"Temporary seeding: reseed according to optimum season for permanent seeding.
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
SEEDING NOTES
PREPARATION
• THE SUBGRADE OF ALL AREAS TO BE LOAMED AND SEEDED SHALL BE RAKED AND ALL RUBBISH, STICKS, ROOTS,
AND STONES LARGER THAN 2 INCHES SHALL BE REMOVED. LOAM SHALL BE SPREAD AND LIGHTLY COMPACTED TO
FINISHED GRADE. COMPACTED LOAM SHALL NOT BE LESS THAN THE DEPTH SPECIFIED. NO LOAM SHALL BE SPREAD
IN WATER OR WHILE FROZEN OR MUDDY. LOAM SHALL BE FERTILE, NATURAL SOIL, TYPICAL OF THE LOCALITY; FREE
FROM LARGE STONES, ROOTS, STICKS, PEAT, WEEDS AND SOD; OBTAINED FROM NATURALLY WELL DRAINED AREAS;
NOT EXCESSIVELY ACID NOT ALKALINE, NOR CONTAIN TOXIC MATERIAL HARMFUL TO PLANT GROWTH. LOAM SHALL BE
PLACED TO A MINIMUM DEPTH OF 4 INCHES.
• LIME SHALL BE APPLIED TO ALL TYPES OF GROUND COVER AT A MINIMUM OF 2 TONS PER ACRE WITH 3 TONS
PER ACRE IN CLAY SOILS OR PER SOILS TEST. A TACK RATE OF 400 GALLONS AN ACRE SHALL BE USED.
• FERTILIZER SHALL BE COMPLETE COMMERCIAL FERTILIZER, 10_10_10 GRADE, UNIFORMLY SPREAD AND DISKED OR
ROTO_TILLED TO A DEPTH OF AT LEAST 4 INCHES.
• THE APPLICATION OF FERTILIZER AND LIME MAY BE PERFORMED HYDRAULICALLY IN ONE OPERATION WITH
HYDROSEEDING AND MULCHING. IF LIME IS APPLIED IN THIS MANNER, CLEAN ALL STRUCTURES AND PAVED AREAS
OF UNWANTED DEPOSITS.
• CONTRACTOR SHALL TAKE UP TO 10 SOIL SAMPLES ALONG THE PROJECT ALIGNMENT AND PERFORM SOIL TESTS TO
DETERMINE FERTILIZER RATES.
SEEDING
• SEED SHALL BE FROM THE SAME OR PREVIOUS YEAR'S CROP; EACH VARIETY OF SEED SHALL HAVE A PERCENTAGE
OF GERMINATION NOT LESS THAN 90, A PERCENTAGE OF PURITY NOT LESS THAN 85, AND SHALL HAVE NOT MORE
THAN ONE PERCENT WEED CONTENT.
• NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO
RAKE EASILY, WHEN IT IS IN A FROZEN CONDITION, OR TOO DRY.
• IMMEDIATELY FOLLOWING PREPARATION THE SEED SHALL BE UNIFORMLY APPLIED AND LIGHTLY RAKED INTO THE
SURFACE. LIGHTLY ROLL THE SURFACE AND WATER WITH FINE SPRAY.
• SEEDING SHALL BE DONE WITHIN 10 DAYS FOLLOWING SOIL PREPARATION. SEED SHALL BE APPLIED HYDRAULICALLY
AT THE RATES AND PERCENTAGES INDICATED. THE SPRAYING EQUIPMENT AND MIXTURE SHALL BE SO DESIGNED
THAT WHEN THE MIXTURE IS SPRAYED OVER AN AREA, THE GRASS SEED AND MULCH SHALL BE EQUAL IN QUANTITY
TO THE SPECIFIED RATES.
MULCHING
• STRAW MULCH SHALL BE UTILIZED ON ALL NEWLY GRADED AREAS TO PROTECT AREAS AGAINST WASHOUTS AND
EROSION.
• STRAW MULCH SHALL CONSIST OF THRESHED STRAW OF OATS, WHEAT, BARLEY, OR RYE THAT IS FREE FROM
NOXIOUS WEEDS, MOLD OR OTHER OBJECTIONABLE MATERIAL. THE STRAW MULCH SHALL CONTAIN AT LEAST 50
PERCENT BY WEIGHT OF MATERIAL TO BE 10-IN OR LONGER. STRAW SHALL BE IN AN AIR-DRY CONDITION AND
SUITABLE FOR PLACEMENT WITH BLOWER EQUIPMENT.
• LATEX ACRYLIC COPOLYMER, SUCH AS SOIL SEALANT WITH COALESCING AGENT AS MANUFACTURED BY SOIL
STABILIZATION CO., MERCED, CA OR APPROVED EQUIVALENT SHALL BE USED AS STRAW MULCH TACKIFIER WITH AN
APPLICATION RATE OF 400 GALLONS PER ACRE. AN ASPHALT TACKIFIER SHALL ONLY BE USED WHEN TEMPERATURES
ARE TOO LOW TO ALLOW THE USE OF A LATEX ACRYLIC COPOLYMER AND ONLY WITH PRIOR WRITTEN APPROVAL
FROM THE ENGINEER.
• LATEX ACRYLIC COPOLYMER OR ORGANIC TACKIFIER SHALL BE A COMMERCIAL PRODUCT SPECIFICALLY
MANUFACTURED FOR USE AS STRAW MULCH TACKIFIER.
• 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.
MAINTENANCE
• KEEP ALL SEEDED AREAS WATERED AND IN GOOD CONDITION, RESEEDING IF AND WHEN NECESSARY UNTIL A GOOD,
HEALTHY, UNIFORM GROWTH IS ESTABLISHED OVER THE ENTIRE AREA SEEDED.
• ALL SEEDED AREAS SHALL BE GUARANTEED FOR NOT LESS THAN ONE FULL YEAR FROM THE TIME OF FINAL
COMPLETION.
SEDIMENT AND EROSION CONTROL
NOTES AND SEQUENCE
` w lI 1111f1"}
• SEAL
.� 0454913 r-:
Poo -
Michael oil wlro\\'
�rn� en na �c•�c•�n mm�n
PROJECT NO. 20176-265366
FILE NAME: CD04ESDT.DWG
SHEET NO.
CD-4
ISSUED FOR BID

_
co
7
p
U
LL
0
z
0
Q
N
m
0
Q
z
w
m
w
0
0
w
0
m
n
m
w
O
z
Q
m
0
LL
m
Q
ry
0
w
J
O
z
0
w
(n
w
m
O
0
z
w
m
Q
p
z
Q
+s p
3 U
U u-
0 0
N
W
U) ry
O w
O n
U O
/ W
O
0
U =
O_
w
/ m
U Q
z
w
U w_
N
OLLJ
p
a Q
ILL. m
O
U
.0 o
6 0
d z
Z W
zz 0
w ry
U w
0
U J
ILL.Q
0 ;7
z o
Q (n
m o
bi J n
J_
m m
Q o
� p
>
I O
m
� m
(.0 Cn
� � z
w U
O N w
I p
� � p
z
Sri O 04 Q
O C z
N
�E>�
0
C� N CO
m wp
iri o w
aD
v� jCnw
v
E o U�
a_ O F
0� U J C7
Q Q
1,0 a w
7
I T v �0
=��Cno
0
m W
l �O CO
� a/Nw
X J U OO Cy
C
CD-6 SEDIMENT
IBAG
STREAM DISCHARGE HOSES
DIVERSION
PUMP
P
DEWATERING PUMP
B P
A' A
1
\ INTAKE
1 HOSE FLOW 1
INTAKE —�
HOSE
CLEAN WATER DIKE
SUMP HOLE — — — —
OR POOL B'
(1 2" TO 18" VARIABLE WORK AREA
DEEP, 2' DIA) LENGTH NOT TO EXCEED THAT WHICH
CAN BE COMPLETED IN ONE DAY
MAINTENANCE:
1. REMOVE SEDIMENT WHEN
HALF OF DIKE IS COVERED.
PUMPS SHALL DISCHARGE
ONTO SANDBAGS OR RIPRAP
TO DISSIPATE VELOCITY
VELOCITY DISSIPATION
AREA. 10' MIN
LENGTH STREAMWISE
SECTION A —A'
80% LENGTH
OF SEDIMENT
DIKE
SHEETING
SECTION B—B'
STREAM BYPASS PUMPING AND ENERGY DISSIPATOR
DETAIL rT�
NTS —
NOTES (FOR DETAILS D AND E):
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.
7. CONTRACTOR SHALL SALVAGE STREAM BED COBBLE MATERIAL AND REPLACE ON
STREAM BED AFTER CONSTRUCTION OF PIPE.
SOIL PROTECTION
FABRIC TYPES
a Type 4 Coir
b Type 7 Coir
c Pyramat
d C-350
18"-36" LIVE
CUTTING
(DORMANT)
N0. I DATE I DRWN I CHKD
INSTALL WOVEN COIR
FIBER MAT OVER SEED
PER SEEDING SCHEDULE
Y " —
2
1Y"
4
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
INSTALL SPLIT 2" X 2" X 24"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STAPLE
(12") PER MANUFACTURERS
REQUIREMENTS
EXISTING
3, GROUND
NOTE:
INSTALL LONG STRAW
MULCH BENEATH MAT.
LIVE STAKE (IN EARTH)
DETAIL rD`*�
NTS —
REMARKS
KEY DIKE INTO
BANK 1/2 LENGTH
OF SAND BAG
N
LIVE STAKING OF SILKY DOGWOOD
(CORNUS AMOMUM), OR TAG ALDER
(ALNUS SERRULATA), 18" O.C. (TYP)
AS SPECIFIED PER NC FOREST
SERVICE RIPARIAN AND WETLAND
TREE PLANTING POCKET GUIDE
NORMAL WATER
LEVEL — ��.
CREEK BED
EROSION CONTROL MATTING
DETAIL B
NTS —
-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") TYP.
SEWER STREAM BANK RESTORATION
DETAIL E
NTS —
DESIGNED BY:
R.
NANCE—GONZALEZ
CDM
DRAWN BY:
R. MADHURA
SHEET CHWD
BY:
M. POLLARD
Smith
CROSS CHK'D
BY:
D. HEISER
APPROVED BY:
R.
NANCE—GONZALEZ
4600 Park Road
Charlotte, NC 28203
DATE:
OCTOBER 2023
Tel: [phone]
12"
POSI
15 gym) SILT FENCE
EXTENDED
INTO TREN(
8"X4" TRENCH
EXCAVATED UP
SLOPE FROM
POLES, BACKFILL
AND COMPACT
FILTER -FABRIC
C1=1TI-
V-6" MIN.
—1TT=1TT I I1=1 1'-0" V-6" MIN.
/
II COMPACTED EARTH
V-6" MIN.
CLASS 1 RIP -RAP
1-
1-
1�111-
V-6" MIN. SEWER PIPE
1-
COMPACTED EARTH
o m
TYPICAL RIP -RAP DETAIL
N.T.S.
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe Counts, North Carolina
STREAMBANK PROTECTION I
(PARALLEL PIPE)
DATE APPROVED: MARCH 2O17 1.18 - 01
STREAM BANK PROTECTION I
DETAIL F
NTS —
'ASTENEF
i" BETWE
TYP)
SILT FEI`
0
I
FACE OF RIP -RAP SHALL NOT EXTEND OUT
INTO THE RIVER OR STREAM BEYOND
ORIGINAL BANK. RIP -RAP MAY BE
TERMINATED AT SOME POINT BELOW TOP
OF BANK AT THE DISCRETION OF THE
ENGINEER. BANK SHALL BE COVERED
WITH "EXCELSIOR" AND RE-VEGITATED
ABOVE THAT LEVEL.
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WITH
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
CLASS
RIP -RAP
L
1 Y2" — 2 Y2" DIA
GALVANIZED OR
ALUMINUM POSTS
NOTE:
1. MAINTENANCE SHALL OCCUR WHEN NECESSARY. SILT FENCE SHALL BE
REPLACED EVERY 6 MONTHS AND POSTS SHALL BE INSPECTED TO ENSURE
STRUCTURAL INTEGRITY. SILT FENCE SHALL BE INSPECTED WEEKLY AND ALL
MAINTENANCE ISSUES SHALL BE CORRECTED AT THAT TIME.
2. SILT FENCE SHOULD BE A MINIMUM OF 5 FEET FROM THE TOE OF SLOPE.
SUPER SILT FENCE
DETAIL C
NTS —
RESTORE TO PRE -
CONSTRUCTION
ELEVATIONS
FILTER -FABRIC
18" (MIN.) CHECK DRAWINGS
)R SPECIFIC LOCATIONS THAT
AY REQUIRE RIP -RAP DEPTHS
GREATER THAN 2'
CONCRETE ENCASEMENT EXTENDED
TO TOP OF STREAMBANK EACH
SIDE OF STREAM OR TO STATIONS
SPECIFIED ON DRAWINGS
BANK PROTECTION AT STREAM/RIVER CROSSINGS
N.T.S.
STANDARD DETAIL
Metropolitan Sewerage District
of Buncombe Count,-, North Carolina
STREAMBANK PROTECTION II
DATE APPROVED: MARCH 2O17 1.18 - 02
STREAMBANK PROTECTION II
DETAIL KOG
NTS —
LIVE STAKING OF SILKY DOGWOOD
(CORNUS AMOMUM) SILKY WILLOW
(SALIX SERICEA), OR ELDERBERRY
(SAMBUCUS CANANDENSIS)
18" O.C. (TYP)
N
2 MIN I12"
O
�MIN
COMPACTED SUBGRADE
�O
LINE BANK WITH GEOTEXTILE
FABRIC NORTH AMERICAN
GREEN SC 1506N, SI
\? r GEOSOLUTIONS ENS2 OR
+\� BIOMAC S/C
NORMAL
WATE
EVELR 0� ALINE BANK WITH GEOTEXTILE FABRIC
MIRAFI 700X, LINQ GTF-400E OR
AMOCO STYLE 1199
O HAND PLACED RIP RAP STONE SIZE
Q AS SHOWN ON DRAWINGS
00 24" MIN THICKNESS
COMPACTED SUBGRADE
2' BELOW
CREEK BED CREEK BED
RIP RAP AND STREAM BANK ,,�4`�V ,CAP f/.,r
RESTORATION (TYP BOTH SIDES)0•�{m
� q y.
DETAIL H � 'a SEAL
045495
NTS — �.'•',�`GIN
Micha�Vpy�P4JI�#Q�1.��~�
2023.10. Ifflvj:ild 00
PROJECT NO. 20176-265366
FILE NAME: CD05ESDT.DWG
SEDIMENT AND EROSION CONTROL SHEET NO.
DETAILS I CD-5
ISSUED FOR BID

BAG PLACED ON AGGREGATE
co
7
0
U
w
0
z
0
Q
N
ry
O
Q
z
w
w
0
0
w
0
w
w
O
z
Q
ry
0
w
ry
Q
w
ry
0
w
J
0
z
0
w
cn
w
m
0
0
z
w
Q
0
z
Q
rn �
v N
o 7
0 o
w 0
O �
U
0
O cy
Q W
U n
O
O w
U w
> W
U ry
Q
N
O Z
N W
N ry
W
li =
41 p
U W
N �
O ry
O
z
Q O
g U
w z
U Of
O w
w 0
>
o ry
z w
Q cn
cf) J
w z
w O
J cn
i W
w
� 0
Q r�'
w w
3
I m
� o 0
CL o
Un ,') >
Lq o O
N �
� I w
z
0 0
rn N j w
� U 0
N
O 0
Z
O E co
z
:2Em
ow
/ Wof U
u z U cnp
ow
�
N w U Li
cn
v<< �w
E z c:
O N Fr,
W N J Cn
U N J Z
r7 Z c <w
N z _
01
U)i-0Ccno
� v o
�u-
> L �O
0
M W
Li- co '_ D
o
w v)
� W 0 / NW
X J U OO cy
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
18" _
X
Q
— -.,—SHEET DRAINAGE (ONLY)
N NATURAL GRADE
CARRY APPROXIMATE 12" OF
FABRIC INTO TRENCH, COVER
W/ SOIL & TAMP BAC K FI LL
04
CARRY 6" OF WIRE INTO TRENCH
METAL POSTS AT 8' OC MAX.
SILT FENCE
DETAIL KOA
NTS -
FIL
OR C
NOTES:
1. WATTLES SHALL BE FILLED WITH STF
OTHER APPROVED MATERIAL.
2. SPACING FOR WATTLES SHALL BE DEILI.IVIIIVLV
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.
SEDIMENT STORAGE
4k
L 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
AVERAGE STONE DIAMETER
NOTES: OF 2 TO 3—INCHES
1. TOTAL DRAINAGE AREA FLOWING TO SILT FENCE 12"
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.
PROFILE VIEW
WOODEN STAKE
FILTER FABRIC OR DITCH LINER
6. COIR FIBER WATTLES MUST BE INSTALLED AT 50'
INTERVALS ON ALL SLOPES GREATER THAN 2:1 , 8" FABRIC STAPLE
EVEN IF NOT SHOWN ON THE PLANS.
N0. I DATE I DRWN I CHKD
18"
COIR FIBER WATTLES
DETAIL D
NTS -
REMARKS
12" DIAMETER STRAW FILLED
WATTLE FASTENED TO WOODEN
STAKE BY NAIL OR STAPLE
DITCHLINE
6"COVER
In
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY: R. MADHURA
SHEET CHWD BY:—M. POLLARD
CROSS CH
BY: D. HEISER
APPROVED BY: R. NANCE-GONZALEZ
DATE: OCTOBER 2023
FLOW
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
2'
r�ii T rrni�r
SILT FENCE
18" 18"
MIN. MIN.
STONE OUTLET CROSS
SECTION
X
SEE
NINOTE 1
8—INCH D5o RIPRAP
SILT FENCE OUTLET
DETAIL B
NTS -
STONE OUTLET PLAN
VIEW
NOTES:
1. MATCH OUTLET HEIGHT TO HEIGHT OF SILT FENCE.
2. REMOVE SEDIMENT WHEN OF OUTLET IS
COVERED.
TREE PROTECTION
DETAIL E
NTS -
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
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
NOTES: NO. 57 STONE)
1. 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
SEDIMENT AND EROSION CONTROL
DETAILS 11
NNX011 1/1"
,•0 0
SEAL
045468 ~ :
Mich2iY of •-N\\
2023.10.O 11$� 14:�3�8-04'00'
PROJECT NO. 20176-265366
FILE NAME: CD06ESDT.DWG
SHEET NO.
CD-6
ISSUED FOR BID

_
F-
Ln
7
0
U
w
O
z
0
F-
Q
N
CY
0
Q
z
w
F-
CY
w
F-
D
0
F-
F-
U
W
7
0
CY
CY
w
F-
0
z
Q
CY
0
w
CY
Q
CY
0
w
J
0
z
0
w
D
w
m
O
0
z
W
Q
0
z
Q
Cn
U
_
0 0
w
r` ry
0 W
0
El-
U 0
i
0
0
U z
0
W
Q
U
z
Lw
U w_
N
0
U)F__
Q
CY
0
U 01
o
o U
n z
i
z Ld
Q �
>
w CY
U W
ry
o J
LL Q
o z
z o
Q Cn
(n w
0
w �
J El-
ry m
w
Q Ld
w w
>
I O
CD _
�Ln
ro z
a-L
rn N (n
I o
(.0o
z
N U U)
0 z
N 0 W
W >
N E �
U
^, 00) Cn LJ O
W �
a j LnCn
w
E U = -E
a_ 0
o
Of 0
U J (n
raj w
a
N Y D
I T o �0
Cn�EM0
0���W
> U) UO
0
Cn
Cn co W
z o�
o
/ " w
XJU Ory
EV I DATE I DRWN I CHKD
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
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
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
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
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
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
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
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.
REMARKS
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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10•
A HIGH
MIN
COHESIVE &
SANDBAGS (TYP.) SOIL BERMTION
O 0 OR STAPLES 0 CD
10 MIL
Q SILT FENCE SIDE SLOP LNLINGC SANDBAGS (TYP.)
(TYPJ Q
0 0 0
00 00 `I, � o
OR STAPLES
0
A
MARKED SIGNAGE SECTION A -A
P�rCLEkRLY
NOTING DEVICE (18-X24" MIN.) 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.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS (TYP.)
V,GFAPLES
10 MIL
COHESIVE &
PLASTIC LINING
LOW FILTRATION
1:1 SIDE SLOP
�(TYP.)
SOIL BERM
I
SECTION B-B
SANDBAGS (TYP.)
NOTES,
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN
FIELD
LEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24' MIN.)
2. THE CONCRETE WASHOUT
�Orc
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLD
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
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.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY
APPROVED BY:R•
DATE:
R. MADHURA
M. POLLARD
D. HEISER
NANCE-GONZALEZ
OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
EFFECTIVE: 04/01/19
NCG01 GROUND STABILIZATION
AND MATERIALS HANDLING
4"\ 16 CA '//�
SEAL
04546
Mich�Op@'JOI
2023.1 N. 1115:�18W-04'00'
PROJECT NO. 20176-265366
FILE NAME: CD07ESDT.DWG
SHEET NO.
CD-7
ISSUED FOR BID

_
F-
V)
7
0
U
w
0
z
0
F-
Q
N
CY
0
Q
z
w
F-
it
w
F-
D
0
F-
F-
0
w
0
CY
CY
w
F-
0
z
Q
CY
0
w
CY
Q
CY
0
w
J
0
z
0
w
w
m
0
0
z
W
Q
0
z
Q
z
Cn
U
0
o
m
00 ry
0 W
0
El-
U O
/
o
0
C z
0
W
U
Q
z
w
U w_
N
0
/ LLJ
U) F__
Q) Q
CY
0
w
U 01
O
o U
n z
/
z w
Q 0
>
w CY
U W
ry
o J
� Q
o z
z o
Q Cn
Cn w
0
w �
J El-
ry
w
Q Ld
w w
>
I O
�Ln
ro z
a-(
pp N (n
N I o
� 0
� � o
co 0 zQ
N U Ul
0 z
N 0 W
W >
N >
O
^, 0) Cn LJ O
W �
0 Q)
� jLn Cn
w
E U = -E
0
� o �
U J (n
raj / w
a
N Y D
I T o �0
Cn�EM0
0���W
> U O O
0
Cn
Cn co W
z o�
U)
/ " w
XJU Ory
EV I DATE I DRWN I CHKD
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
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
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
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.
M = .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
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
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.
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.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
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 122.411
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.
REMARKS
I7_T3MIII
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 7calendar 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
location of the spill or release.
substances per Item
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(m)(3)]
effect of the bypass.
(d) Unanticipated
0
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
o
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
o
Within 7calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
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(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
DESIGNED BY: R. NANCE-GONZALEZ
DRAWN BY:
SHEET CHK'D BY:
CROSS CHK'D BY
APPROVED BY:R•
DATE:
R. MADHURA
M. POLLARD
D. HEISER
NANCE-GONZALEZ
OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
EFFECTIVE: 04/01/19
NCGO1 SELF INSPECTION, RECORD
KEEPING AND REPORTING
4�"'16 CAR //r
SEAL
04546
Mich #01kAv
2023.1 W614ffiV1 6-�4'00'
PROJECT NO. 20176-265366
FILE NAME: CD08SBDT.DWG
SHEET NO.
ISSUED FOR BID

NON -TRAFFIC
TRAFFIC
,> AREAS
AREAS PAVEMENT
=
TOPSOIL
DETAIL
FINISHED
GRADE
p
7E
ILL.
z
SELECT
FILL
N
0
COMMON
FILL /
Q
z UNDISTURBED
�. .. SOIL
Ld
H
LL
U
;0..
Q-
..•.::
Ld
/
SEE NOTE 8
PAVEMENT
/ STAINLESS STEEL
PIPE CASING W/
/ WELDED JOINTS
/ CARRIER
PIPE
CASING SPACER SPACING
� PER MANUFACTURERS
o RECOMMENDATION
NOTES:
W
0 1. NO PIPE SHALL BE SUPPORTED BY BELL.
Q 2. CASING PIPE WALL THICKNESS SHALL BE 2"
� PIPE BEDDING MINIMUM SIDE THICK
(SEE NOTE 1 1)
12
0. D. OF
12"
'� CLEARANCE
PIPE
OTES:
o
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF
THE SHORING AND BRACING.
DEWATERING SHALL EXTEND TO 2' BELOW TRENCH BOTTOM DURING ALL EXCAVATION, PIPE INSTALLATION AND
BACKFILL OPERATIONS. REFER TO SECTION 312319 FOR DEWATERING REQUIREMENTS.
z
SELECT FILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY IN ACCORDANCE
o
WITH ASTM D1557 WITHIN 3 PERCENTAGE POINTS OF OPTIMUM. SELECT COMMON FILL SHOULD BE COMPACTED
IN MAXIMUM LOOSE LIFT THICKNESS OF 8 INCHES AND SHALL CONTAIN NO STONES GREATER THAN 2 INCHES
D
IN DIAMETER.
m
COMMON FILL SHALL BE COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY IN
ACCORDANCE WITH ASTM D1557 WITHIN 3 PERCENTAGE POINTS OF OPTIMUM. COMMON FILL SHOULD BE
COMPACTED IN MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL CONTAIN NO STONES GREATER
THAN 6 INCHES IN DIAMETER.
0
z
. IF UNSUITABLE FOUNDATION IS ENCOUNTERED REMOVE UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION,
OR TO A DEPTH OF 4 FEET MAX CONFIRM WITH ENGINEER. REPLACE WITH COMPACTED STRUCTURAL FILL OR
bi
Q
CRUSHED (#57 STONE), SEE SPECIFICATIONS.
p
SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE
Q
MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE SPRINGLINE, SHEETING SHALL BE CUT OFF A MIN OF 12"
=
ABOVE TOP OF PIPE OR HIGHER, AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE. IN NO CASE SHALL
SHEETING LEFT IN PLACE EXTEND HIGHER THAN 18" BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED.
BRACING SHALL BE PROVIDED AS REQUIRED.
o
EXCAVATED MATERIALS MIXED WITH DELETERIOUS SUBSTANCES DURING CONSTRUCTION SHALL NOT BE USED FOR
U
BACKFILLING.
o
TRENCH SLOPES SHALL BE AS REQUIRED BY OSHA. NCDOT ROADWAY AND PAVEMENT SHALL BE RESTORED IN
p
ACCORDANCE WITH NCDOT DESIGN STANDARDS.
TRENCH BOXES SHALL NOT EXTEND BELOW THE SPRINGLINE OF THE PIPE, UNLESS APPROVED
0)
0
BY THE ENGINEER ON A PER -CASE BASIS.
j
0
0. REFER TO NOTE 6 SHEET G-3 FOR SHORING WITHIN ZONE OF INFLUENCE OF NCDOT PAVEMENT.
o
11. FOR SUBGRADES CONSISTING OF FINE-GRAINED SOIL (I.E.; CLAYS AND SILTS), PIPE BEDDING SHALL CONSIST
=
OF CRUSHED STONE EXTENDING FROM 6 INCHES BELOW THE PIPE TO THE PIPE SPRINGLINE.
O
W
Q
TRENCH DETAIL
z
DETAIL A
w
N
=
NTS —
O
�
p
W
Q
ILL.�
O
41
(1-
0
•O
(If
o
U
d
z
Z
Ld
a
w
>
0�
U
w
o
LL
J
Q
o
z
z
0
Q
(n
U)
CL
o
J
W
J
m
w
W
�
Ld
p
o
I
(D
W
d Ln
Cn
z
(.00
N
(n
Ld
O �
�
p
c0 O04
z
Q
O C
N
z
E
N
�z
U
CO
CO
p
m
W
+D •E u
N Cn
E ~
o
CD�
p
0
r1 QU
cn
_J cn
STAINLESS STEEI
CASING PIPE
(SIZE AS SHOWN
ON CIVIL DWGS)
MASONRY
PLUG
(TYP 2)
(`ACINI(` cogCER
STAINLESS STEEL NUTS & BOLTS
CARRIER PIPE
I LVYv/1 FILL
SECTION K T
NTS -
PIPE JACKING DETAIL
DETAIL rB
NTS -
8" SCH 40 GALV PIPE
9" SCH 40 GALV PIPE
PAVEMENT
CONCRETE ENCASEMENT
SLOPE TOP 1 /2" PER FT
PLATE 8%14"04"
on
REMOVABLE BOLLARD
DETAIL KID
NTS —
a w
DESIGNED BY: R. NANCE—GONZALEZ
r
N Y °
DRAWN BY: R. MADHURA
CDM
1.3mith
= E cn o
g p
SHEET CHK'D BY:M. POLLARD
0 v � w
> N p
—
CROSS CHK'D BY: D. HEISER
o U
6 U M w
APPROVED BY: R. NANCE—GONZALEZ
4600 Park Road
Charlotte, NC 28203
w ( j N
xx
REV.
N0.
DATE
DRWN
CHKD
REMARKS
DATE: OCTOBER 2023
Tel: [phone]
_j O �
FORCEM
NOTES:
1. REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE.
2. FOR USE AS TRENCH BACKFILL STABILIZATION IN TRAVELED AREAS.
3. THE DETAILS SHOWN REPRESENT THE MINIMUM REQUIRED. THE
ENGINEER OF WORK IS REQUIRED TO PROVIDE A SUBMITTAL TO
AGENCY OF JURISDICTION FOR REVIEW AND APPROVAL BY THE
AGENCY'S ENGINEER PRIOR TO INSTALLATION.
4. WALLS SHALL BE REINFORCED CONCRETE OR 8"X8"X16"
CONCRETE BLOCK, REINFORCED AND ALL CORES FILLED WITH
GROUT, SEE SPECIFICATIONS.
10 mil PLASTIC LININ SANDBAG
3'
BERM
SECTION A -A
NOT TO SCALE
LATH AND
FLAGGING ON
10 m.• • . rLHly
NOT TO SCALE
TYPE "BELOW GRADE"
PLYWOOD
48"X24" of ery ­r RS
LAG SC
POST
5"X8'
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
NOTES:
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
5. MUST BE LOCATED >50 FT AWAY FROM INLETS/WATERWAYS
UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE.
8" CONCRETE
WALL \
FINISH GRADE
ITRE, E AND W
w
w
MZ
W
f 3„ Typ !
SEE WALL �� 12 TRENCH 12
SECTION 'A' WIDTH
WALL SECTION 'A' ELEVATION
12"
CONCRETE POURED
AGAINST TRENCH
SLOT —
8" CONCRETE WALL
SEE NOTE 2
WALL SECTION 'A' PLAN
CUTOFF WALLS FOR GRADES 20% TO 50%
DETAIL rc
NTS -
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND
SECTION B-B
ENTIRE PERIMETER
NOT TO SCALE
WITH TWO STAKES
V
10'MINIMUM
NOT TO SCALE
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
TWO -STACKED
2X12ROUGH
WOOD FRAME
STAKE
(TYP)
NATIVE MATERIAL
1.12" DIA 8,
(OPTIONAL)
STEEL WIRE�]
STAPLE
SECTION B-B
DETAIL
NOT TO SCALE
WOOD OR
METAL STAKES
(2 PER BALE)
10'
MINIMUM
I I STAPLES STRAW BALE BINDER WIRE
2•�1 1� (2 PER BALE)
10 mil PLASTIC LINING
B B
VARIES
CONCRETE WASHOUT
DETAIL E
NTS —
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
10 mll PLASTIC LINING J PLAN ` STRAW BALE
NOT TO SCALE (TYP)
TYPE "ABOVE GRADE"
WITH STRAW BALES
zX
�Q
�00
"EXPANSION JOINT
MATERIAL OR JUTE
AROUND PIPE
2" CAM AND GROOVE
ADAPTER TO MATCH
EXISTING OR EQUAL
DUST CAP W/CHAIN
GRADE
O
ECLIPSE 2"
POST HYDRANT
ME,
mmm�N.
THRUST BLOCK
YARD HYDRANT
DETAIL F
NTS -
MISCELLANEOUS DETAILS I
#57 STONE (4
CU FT MIN)
••� {
Z •q DIlk 4-,-
SEAL :�
� a 0450,
Mich 1iolj tvv. �~•
2023.10.01JjAg1Mb4'00'
PROJECT NO. 20176-265366
FILE NAME: CD09MSDT.DWG
SHEET NO.
CD-9
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
Fr-
o
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
«
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
/
3
g
2
/ C)
o 0
/ /
e
c 2
o \
/ ƒ
e
/
e
� \
z
/ \
±
04
i /
J 0
41 2
. g
C C
/
2 Q
k J
3 \
o e
E g
0 a
E <
0 z
2 0
4 0
CL \
0
\ n
Of \
/Ld
4 /
� ©
E
2 E
/ \
# © /
9 $ c
© \ \
0 c co
z
» 04
04 \\
f L/
m
/�
a s
//j/\
E \ CD
ƒ 0 e
_ E / a 6
�<i<\
\ \ / /
lyoyG
=
C) \
\ Lli
\
/ \ Co
ƒ q i % /
x -i o @ ±
ISSUED FOR BID

PERENNIAL
/::-'.:-'.'-:'-:-:.-:::::,•:-•:::::::••.•::.•;::••••,:.•:;.'•.:::::':••:;:_y ji �i.:: :' STREAM /'.'••:::'::•'.'•'.'•:'.:•'.'•:'•:'.'•:'•:'.'•�:' ••:
can /.; : �� / / / :•'
! PROPOSED 6"
—��:: :: :: : :: :: :•::•:: : :: :; '✓ :-• ��.- :: HDPE FM :: :•; :; ::•'. :' ::•;
l• SERVICE
Q _ • : • •' INTERCONNECTION LOfl PE LOD PE LOD
N : ' : ' • : :: SF ' -SF SF SIF
SEE NOTE 1 SIF , T SF
Q 3d ----:3d j-3d 3d ; /
_ _ 3a '
�a�3d ��PEPE
— —�3 3d- - 3d 1.25" SERVICE SADDLE OR .LO PE�PE�� PE.� ;PEt�,PE� pE��p
'PLC7D�PT.�31# d LSD PE LOD PE P_ : e� �� S 24" X 20" �, �E�pE�PE'�PEPEPE
Q 3�3d—�—� �. :. l FUSED OUTLET WITH 1 .25" , / / p0 REDUCER
w ��, _ �`�/ :::: CORPORATION STOP OR BALL / : : • 24" 45° BEND 2+ —
�: _` _ :: :: VALVE INSIDE A 4' DIA. -% e� STA=100+72
00�.� -.; — DOGHOUSE MH — N-717235.77
_ Q E=929431.93
0
3d CONNECT EX. 1.25"'le3e
Li:3e.: :ad: �a-�3e—te e- PVC WITH NEW
' mad' 3e.T3d� 1 .25" SCH. 40 PVC
SF Sf SF F. SF SF
m RE : :�Qp LOD P LOD PE L01J
o
>- 1r PVC PRIVATE
z _ INSTALL MILWAUKEE VALVE, �. FORCE MAIN
m c SWING CHECK VALVE : ; : NOT FIELD VERIFIED
o SINGLE FLOW, INLINE
SWING, BRONZE ;
0 1. THERE IS AN EXISTING VAULT WITH A SMALL FORCE MAIN
o SERVICE INTERCONNECTION FROM A PRIVATE RESIDENCE OFF PATTI ;
LANE TO THE WEST. CONTRACTOR SHALL REMOVE THIS VAULT AND
SERVICE INTERCONNECTION DURING CONSTRUCTION AND REPLACE
z_ WITH A NEW SERVICE INTERCONNECTION TO THE 24-INCH HDPE
FORCE MAIN AND PROVIDE A NEW DOGHOUSE MANHOLE. USE A I
ROMAC MODEL 306-H (OR EQUAL) STAINLESS STEEL SERVICE
D SADDLE FOR THE RECONNECTION. THE EXISTING SERVICE SHALL
w BE KEPT IN OPERATION DURING CONSTRUCTION.
m
INSET A
O
z
w
Q
0
z
Q
0
0, U
o
L \
rA
1 " = 10" C-302
3d — 3d — 3d
N
SF
L— LOD
N1000
n — — Z-7#100'
o w
24" X 20" REDUCER.-
'- w SE NOTE 1.
o — _ _ EX. 20" HDPE PE �' LOD P LOD PE
N Q PROTECT IN PLACE-77
aT m
;� o
41
PE
U
O PEA
U
o z EL$B
zZw — SFFM FM SF
� FM
Ld
0\
0 0
QLd
w
o
J m — SF SF SF — SF
w o
0
v �' O \
� I w
1. THE EXISTING FORCE MAIN TRANSITIONS FROM
a_ �20" HDPE TO 12" DIP WITH A 20"X12" REDUCER AT F SSF SSF
CD
o N w THE POINT OF CONNECTION SHOWN. THIS LOCATION IS 'E LOD TCE
o I APPROXIMATE, BASED ON RECORD INFORMATION AND
/ PE
PEWm�PE�pE�
w o � o FIELD CONDITIONS. LOCATION COULD VARY SLIGHTLY. — -
" , o Q REMOVE THE REDUCER AND FUSE THE EXISTING 20"
o CO I AND PROPOSED 24" HDPE WITH A 24"X20" REDUCER.
o ;= w o
U N w 0
oEcnw
w Q� o
vi
r�7 U Qw
Q
N L =:5
N -a D
cnI -0 v cn o
D o
> L �O
0
M w
CO
w � j N REV. DATE DRWN CHKD
INSET D
rU�
1 " = 10" C-312
REMARKS
PE PE
SSF SSF4
LOD TCE
— —
f.:= -
3d y— EXISTING 20"
\ : ; ' : _ : ; ' PE FM
PE / E PE �� PE PE PE
PE PE
w
w /
24" 45° BEND CONNECT TO EXISTING / — SF
STA=100+63 SF G SF
\ b N=717244.60 I I
' E=929435.61
,— 3H0 0
� o
o w I
SS is cn I
1. THE EXISTING FORCE MAIN TRANSITIONS FROM 18" DIP
TO 20" HDPE AT THE POINT OF CONNECTION SHOWN. THIS
LOCATION IS APPROXIMATE. BASED ON RECORD INFORMATION
AND FIELD CONDITIONS. LOCATION COULD VARY SLIGHTLY.
REMOVE THE DIP/HDPE TRANSITION AND FUSE THE EXISTING
20" AND PROPOSED 24" HDPE WITH A 20" X 24" REDUCER.
LOD TCE
- PE
-- SF —20 HDPE FORCE MAIN. _ TCE —
SEE NOTE 1.
LL
3HO 31-10 — —
LL- o PROPOSED
0 24" FM
I
INSET B
rB
1 " = 10" C-309
— sdo — sdo
LOD TCE LOD TCE LOD Js.Ci LOD TCE LOD TCE
/ N
7=600
PE
VALVE BOX
E PE
i
i
/ 24"x8" HDPE WYE
12" HDPE, DR1 1, DIPS
' 12"x8" HDPE REDUCER SEE NOTE 1.
12" GATE VALVE WITH HDPE
8" HDPE AND RESTRAINS
/ PE RESTRAINED TRANSITION— PPE PE rr--
COUPLING. RECONNECT ARV '
TO EXISTING 8" DIP. EX. 8" DIP FM 8" CHECK
VALVE VAULT & 8" ARV M H
v - F FROM LEE CREEK PUMP
- _ STATION PROTECT IN PLACE.
'E C VAULT - - - -
SSF SSF- SSF SSF SSF- SSF SSF SSF SS
— LOD _ Tf.E — _ LOD TCE LIND TCE T E D E —
�e
1. THE LEE CREEK PUMP STATION CONNECTS TO THE /
EXISTING 12" DIP FORCE MAIN WITH A 12" X 8" TEE AND 8"
SS GATE VALVE WHICH SHALL BE REMOVED. TO RECONNECT, USE A
T FABRICATED 24 X 12 HDPE WYE WITH A NEW 12 GATE
VALVE, SPOOL OF 12" HDPE, 12" X 8" HDPE REDUCER AND
RESTRAINED TRANSITION COUPLING.. FOR THE COUPLING, USE A
ROMAC ARMORLOK SS COUPLING (OR EQUAL) WITH HDPE PIPE
STIFFENERS. PROVIDE BYPASSING OF LEE CREEK PUMP STATION
AS NECESSARY.
I
DESIGNED BY: R. NANCE—GONZALEZ CDM
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD Smith
CROSS CHK'D BY: D. HEISER
M. POLLARD 4600 Park Road
APPROVED BY: Charlotte, NC 28203
DATE: OCTOBER 2023 Tel: [phone]
INSET E
K'-E-�
1 " = 10" C-313
0
LOD
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
cl
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
` p REMOVE AND REPLACE
CD-9 BOLLARDS AS REQUIRED
FOR CONSTRUCTION
- UGE ---F
— LOD — LOD UGE TCE LOD TCE
` UGE --- UGE —
� UGE —
\ A
F
0►
E
0
"N
0
D
— LOD TCE LOD
UGE
UGE
UGE UGE �B— UGE UGE
CFPE�PE--J—PE�PE�PE�PE�
tP PE PE
PE�PE�PE��E
\ �PE � 'PE�PE�PE PE\G
cF
\ `��' EX. 20" HDPE FM SEE NOTE 1 • Gcw
\s 21
$�I FM — �" — FM FM — — FM — - F
\ FM F�
s� 18+00
0p �cF\
J'� qS SS S� SS
S SS SS SS SS SS S ��F
s \
PROPOSED
6" FM 24 45` BEND
STA=18+07
S N=716052.94
S� E=928783.83
� I
PE�PEPEPEmmti Li
�PE�PE�PE�PE�
P� ��PE�PE�PE�PE�PE�PErn �PE�PEPE�EELIGEj UGE UGE U
do VGE UGE UGE UGE UGE UGE
of
1. REMOVE AIR VALVE AND MANHOLE. INSTALL NEW LOD TCE LOD TC
FM-VB/ARV-05 AND 5' SPOOL PIECE ON EITHER SIDE
OF MANHOLE. WHERE THE PROPOSED 6" FORCE MAIN
CONNECTS TO EXISTING 20" FORCE MAIN, UTILIZE A
20" X 6" WYE 5' TO THE WEST OF THE ARV.
INSET C
rc-"�
1 " = 10" �31
INSET F
rF�
1 " = 10" C-317
FORCEMAIN INTERCONNECTIONS
'4 y
• SEAL > :�
' 045408
{•
x 11
Mich�+�ol�,P
2023.1 6&jf 11§0\-04'00'
PROJECT NO. 20176-265366
FILE NAME: CD1 1 FMIC.DWG
SHEET NO.
CD-11
ISSUED FOR BID

0
U
O
z Lw
o a-
Q �
N_
O
F—
Q
w OJ
F-
Ld
F- w LO
o a- -n
_
F-
�i >
C)
0 0�
w
F-
0
U)
z �
Q w
m �
0
LL.
Q
m o
o / o
J J
Ld w
� a i
D
w cn
o \ IF-
0 24" 45° BEND
STA=65+98
O N=720194.73 1)
Q E=928356.56
0
z
Ul
N a- u)
U_ \
LL. 0
N O
O L`
U O
o 0
o
Q W
J
U w
O
E
U = \
> w ��—
m
Q \
o z \
W O \
w
0 0 1
U w
F-
� I r
m o l o
z 0 /
O /
w z
U
0 w 1-000'
0
0
z cn
w /
J /
�z
wcn
J
J
w / C
Ld 0
w
^ � m
u Q
v, LID170 >
E 66 (If
� I w
z
0
N N w
O O U
w o Z
a rn E Q /
z
o E o o�
w H U >
w / Ofo
LL,U z U w 0
N 0 w
w U
O N Q ==
a Z c: U
U -
0 IN
a� vi
z N Q Z
r7 Q c w
N Z 0 _
0'
cnI -0 C cn 0
0 0
LL-
u > L O
0
(n
M w
w (n j NCO
REV. DATE DRWN CHKD
xx i O E N 0.
\
\
\
I 1
I INTERMITTENT
I STREAM
1
I \
I
/ I \
` \ I
MAILBOXES \ \
SEE NOTE 5. \ \
\ ` T E � LOD TC
LOD � TICE LQD \
TICE
LOD --- TICE \ \
�
\ I
24" 45° BEND 24" 45° BEND (VERT) \\ \
STA=66+62 \
STA=66+09 N=720134.59
N=720184.41 E=928368.89 PE ------- PE
E=928351 .55 APE � PE � PE �— PE � \ � \
� � PE \ \
67+00
V0°
0
7
I
A PROVIDE TEMPORARY /
CD-5 STREAM DEWATERING I /
/ (SEE NOTE 12) /
STREAM BANK E
Q
RESTORATION
71
\ o
PERENNIAL / Q
STREAM
D TICE L TCE / MAILBOXES /
T p TC SEE NOTE 5.
` � LOD � TCE — /
LOD
24" 22.50° BEND / CE L(�
STA=67+24 24" 45° BEND (VERT) T Q
N=720076.22 STA=67+58 24" 45° BEND (VERT) •
E=928389.20 N=720042.74 STA=67+77
E PE PE P E=9 28392.97 N=720023.28 • /� TCE
/ E � E=928395.25
PE �00
PE � PE • / � �
/ / E
/ E 24" 45° BEND
STA=67+94
N=720006.21 c~>
E=928396.57 m
LO LOD
—
24" 45° BEND (VERT)
—
STA=66+90
N=720108.42
,Q)
E=928377.99
IQ
-,EXISTING
STREET
SIGN.
v
SEE NOTE 5.
N
PE
d
d
d
D—
D
v _
/ I ,
/ I PERENI
STR EAN
PLAN SHEET INSET
DETAIL KA
1 " = 10" ICL306
DESIGNED BY: R. NANCE-GONZALEZ CDM
DRAWN BY: L. VIDYAVATHI
SHEET CHWD BY: M. POLLARD SMI th
CROSS CHK'D BY: D. HEISER
M. POLLARD 4600 Park Road
APPROVED BY: Charlotte, NC 28203
REMARKS DATE: OCTOBER 2023 Tel: [phone]
a
74
r ,
o
c24" 45° BEND
STA=68+41
N=719996.74
E=928354.15
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
N
24" 45° BEND
STA=68+ 15
N=719993.45
E=928380.10
24" 45° BEND
STA=68+54
N=719989.01
\; \ E=928344.17
40 S
COI SF
REPAIR \
\ GRAVEL DRIVE
�coo�
0
0
PLAN SHEET INSET
Mr,
�—N—�
1 " = 10'
5 0 v10
A — —
'GRAVEL DRIVEWAY B
REPAIR (TYP.) CD-3
1
y.
SEAL
• 045466
�C;•. '
•� �`GIN���� yam:
M i c la�l.' of
2023.10. 1116. -04'00'
PROJECT NO. 20176-265366
FILE NAME: CD12FMIC.DWG
SHEET NO.
CD-12
ISSUED FOR BID

0
0
z
0
Q
N
CY
0
Q
z
W
F-
m
W
F-
D
0
0
W
0
m
n
m
W
O
z
Q
m
0
CY
Q
m
0
W
J
0
z
0
W
D
W
m
0
0
z
W
o'
Q
0
z
Q
0
0
3 �
0
o �
w
W
0
o m
W
U
o W
i Q
z
w
m
U W
N 0
0 Ld
a� <
m
LZ O
U �
O
0
o z
Z
Li
w w
U (n
o z
00
^, Q V)
W
a� m 0
a W
E J
J
� m
W
� Q o
0
0
Cn
vi d c)
U)
Q � N wo
O r` O
d —
04
W N U FC-0
> z
o O oLd �
ao 10 �0
W o E Wo
U — N W 0
F- ui 2 Q� W
0 E o �Cn
Ld
-
d U �
W Q� o cy
000 vi
Q
r CC))Qw
N 8 L =7;
N -a F- D
cnl -0 v Cn 0
:2D o
��
> L �O
0
(n U) M W
W,_D ova
� a
/Nw
X J U OO ry
� /� J I rCCPiIVI IIVIr'Hl.
2H:1 V MAXIMUM- SLOPE. / / Al
FOR ACCESS DOWN
EMBANKMENT
(SEE NOTE 8)
GRAVITY SEWER CREEK CROSSING PHASE 1
PLAN
I s \
J\
00 \ F
I1
\
I
STREAM IMPACT
A13
iU
1
SCALE: 1 "=20'
A 0 0 20 �F^I,, / f I. I �I r
EX. 30" DIP TO
BE ABANDONED i
SEE NOTE 12
I / /
^ / EX. ABANDONED
j 36" DIP SS
/ //
30" DIP SS /
loll,
\1 REEMS CREEK
\ \ \ EX. 12" DIP FM \
\ 1 \ \ \ 1 SEE NOTE 12. i
\\ \ INTERIOR OF \ \
\ 1 COFFERDAM 1
\ ` SEE NOTE 5
LUD Cm o
PE PE /\ /
1
24" HDPE
P PE PE J\`
jCim a �W y 0D
\ \ \ \ \\ \ PROPOSED G
\STREAMBANK PROTECTION CD-5
1 \ 2H:1 V MAXIMUM SLOPE \
1 \ FOR ACCESS DOWN \ \
EMBANKMENT \
(SEE NOTE 8) \
I� I
FORCE MAIN CREEK CROSSING PHASE 1
PLAN
SCALE: 1 "=20'
REV.
I DATE I DRWN I CHKD I REMARKS
EX. ABANDONED
36" DIP SS r�
- LO �S
/
GRAVITY SEWER CREEK CROSSING PHASE 2
PLAN
SCALE: 1 "=20'
/ 30" DIP SS
0
-0 1 I REEMS CREEK \ �� \ ��£���
\EX. 12 DIP FM O �i�iiii11
SEE NOTE 12. ��
i
1 " = 20' I F` / N, �F _� INTERIOR OF \ 1 \
I � SEE NOTE \
10 0 20 1 \ \ \ I � \ \ �' ` 1 � � �
6,11
PE PExC "
�\ \
+i
\ \ 400
DESIGNED BY:
R.
NANCE—GONZALEZ
CDM
DRAWN BY:
R. MADHURA
SHEET CHWD
BY:
M. POLLARD
Smith
CROSS CHK'D
BY:
D. HEISER
APPROVED BY:
R
R.
NANCE—GONZALEZ
4600 Park Road
Charlotte, NC 28203
DATE:
OCTOBER 2023
Tel: [phone]
2H:1 V MAXIMUM SLOPE -
\� FOR ACCESS DOWN
EMBANKMENT
/ \ 1 \\ (SEE NOTE 8)
\ \ 1I I I
FORCE MAIN CREEK CROSSING PHASE 2
PLAN
SCALE: 1 "=20'
EX. 30" DIP TO
BE ABANDONED
SEE NOTE 12
N
1 " = 20'
10 0 20
Q / 24" HDPE FM
-y PROPOSED G
\\ STREAMBANK
I \ PROTECTION CD-5
STREAM IMPACT
\ \ A13
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
CREEK CROSSING NOTES:
1. CONTRACTOR SHALL SUBMIT A PROPOSED CONSTRUCTION PLAN WITH
DETAILED SEQUENCE OF WORK, COFFERDAM INSTALLATION AND
REMOVAL, DEWATERING AND EROSION AND SEDIMENT CONTROL,
EXCAVATION SUPPORT, ROCK REMOVAL, METHOD OF PIPE INSTALLATION
AND BACKFILL, AND SITE RESTORATION FOR ENGINEER AND OWNER
REVIEW PRIOR TO STARTING CONSTRUCTION.
2. A PLAN OF OPERATION FOR INCLEMENT WEATHER SHALL BE PROVIDED.
THE PLAN SHALL DEMONSTRATE THE ABILITY TO REMOVE EQUIPMENT,
BACKFILL THE TRENCH, AND RESTORE THE EXISTING CROSS -SECTIONAL
AREA OF REEMS CREEK PRIOR TO OVERTOPPING THE COFFERDAM.
SUFFICIENT EROSION CONTROL MEASURES SHALL BE INSTALLED ON
DISTURBED AREAS TO PREVENT EROSION DURING THE PERIOD OF HIGH
FLOW. WORK SHALL NOT COMMENCE UNTIL FLOWS HAVE SUBSIDED TO
NORMAL DRY WEATHER FLOW AND NO INCLEMENT WEATHER IS
FORECAST.
3. A MINIMUM 30 DAY NOTIFICATION SHALL BE PROVIDED TO THE OWNER,
ENGINEER, AND U.S. ARMY CORPS OF ENGINEERS PRIOR TO BEGINNING
WORK.
4. ONLY STAFF QUALIFIED TO DO THE WORK AND EXPERIENCED WITH
OPEN -CUT CREEK CROSSINGS, WILL BE PERMITTED TO PERFORM THE
WORK. NO STAFF SUBSTITUTIONS WILL BE PERMITTED WITHOUT OWNER
OR ENGINEER APPROVAL PRIOR TO.
5. CONSTRUCTION SHALL BE PERFORMED IN TWO PHASES. THE FIRST
PHASE SHALL BEGIN ON THE CONTRACTOR -PREFERRED SIDE OF THE
CREEK WITH THE COFFERDAM SPANNING APPROXIMATELY 55 PERCENT
OF THE CREEK WIDTH. UPON COMPLETION OF THE FIRST PHASE,
CONTRACTOR SHALL INSTALL A WATERTIGHT PLUG, REMOVE THE
COFFERDAM AND RESTORE AND STABILIZE THE BANK. THE SECOND
PHASE SHALL BEGIN ON THE OTHER SIDE OF THE CREEK WITH THE
COFFERDAM SPANNING UP TO 60 PERCENT OF THE CREEK WIDTH.
UPON COMPLETION OF THE SECOND PHASE, CONTRACTOR SHALL
REMOVE THE COFFERDAM AND RESTORE AND STABILIZE THE BANK. ALL
RESTORATION AND STABILIZATION ACTIVITIES SHALL BE PERFORMED
WITHIN SEVEN DAYS OF COMPLETING WORK ON THE DISTURBED AREA.
6. THE WIDTH OF THE COFFERDAM SHALL BE DETERMINED BY THE
CONTRACTOR BASED ON THE AREA REQUIRED TO PERFORM THE WORK,
BUT SHALL NOT EXTEND BEYOND THE LIMITS OF DISTURBANCE SHOWN
ON THE PLANS. CONTRACTOR SHALL MINIMIZE THE COFFERDAM AREA
TO THE EXTENT PRACTICABLE.
7. CONTRACTOR SHALL UTILIZE TIMBER MUD MATS FOR ACCESS DOWN
EMBANKMENT AND ALONG THE CREEK BOTTOM.
8. BOULDERS AND LOOSE ROCK ON THE CHANNEL BED SHALL BE
REMOVED AND STOCKPILED PRIOR TO PLACEMENT OF THE COFFERDAM.
ANY FOREIGN MATERIAL NOT SUITABLE FOR REINSTALLATION IN THE
RIVER SHALL BE DISPOSED OF AT THE CONTRACTORS COST. AFTER THE
COFFERDAM HAS BEEN INSTALLED, THE TOP 18-INCHES OF BED
MATERIAL WITHIN THE WORK AREA SHALL BE REMOVED AND STOCKPILED
(SEPARATE FROM BOULDERS AND LOOSE ROCK FROM ON TOP OF
CHANNEL BED). UPON COMPLETION OF WORK, THE BED MATERIAL
SHALL BE PLACED AND EXISTING GRADE REINSTATED. BOULDERS AND
LOOSE ROCK REMOVED FROM THE RIVER BOTTOM SHALL BE
REINSTALLED IN A SIMILAR LOCATION AND FASHION AS WAS PRESENT
PRIOR TO REMOVAL.
9. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING
CONSTRUCTION. DEWATER PER THE TECHNICAL SPECIFICATIONS. ALL
WATER REMOVED FROM THE WORK AREA SHALL BE CONTAINED AND
CONTROLLED PRIOR TO DISCHARGING INTO THE CREEK. ALL DEWATERING
SHALL BE PERFORMED USING A SEDIMENT BAG, OR OTHER APPROVED
MEASURE TO ACHIEVE TURBIDITY LIMIT. A TURBIDITY CONCENTRATION OF
NOT MORE THAN 50 NTUS SHALL BE MAINTAINED. CONTRACTOR SHALL
TEST DISCHARGED WATER NO LESS THAN ONCE EVERY 24 HOURS
WHILE DEWATERING IS BEING PERFORMED, WITH THE RESULTS PROVIDED
TO THE ENGINEER. IF A CONCENTRATION EXCEEDS 50 NTUS,
CONTRACTOR SHALL INSTALL ADDITIONAL MEASURE(S) TO CONTAIN AND
CONTROL TURBIDITY AND TEST THE DISCHARGED WATER TO ENSURE
COMPLIANCE. AT NO POINT SHALL TURBID WATER, EXCAVATION
MATERIAL, OR ANY OTHER FOREIGN MATERIAL BE DISCHARGED INTO THE
RIVER. CONTRACTOR SHALL INSTALL A TURBIDITY CURTAIN ALONG THE
DOWNSTREAM SIDE OF THE COFFERDAM THAT SHALL REMAIN IN PLACE
WHILE WORK IN THE CREEK IS OCCURRING. WATER DISCHARGED INTO
THE BUFFER FROM CONSTRUCTION RELATED ACTIVITIES SHALL BE
DIFFUSED PRIOR TO ENTERING THE BUFFER TO PREVENT EROSION.
10. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, REMOVE UNSUITABLE
MATERIAL TO REACH SUITABLE FOUNDATION, OR TO A DEPTH OF 3
FEET MAX. CONFIRM WITH ENGINEER PRIOR TO BACKFILLING. REPLACE
WITH STRUCTURAL FILL, PER SPECIFICATIONS.
11. NON -WOVEN FILTER FABRIC TO BE INSTALLED BENEATH AND ALONG
TRENCH WALLS UP TO 18-INCHES FROM CHANNEL BOTTOM.
12. EXISTING GRAVITY SEWER AND FORCEMAIN SHALL REMAIN IN SERVICE
DURING CONSTRUCTION. NO TEMPORARY BYPASS PIPES ARE REQUIRED
ACROSS THE CREEK.
REEMS CREEK CROSSING DETAILS
AND SITE PLAN
Michael A Pollard
2023.10.06 15:16:40-04' 00'
PROJECT NO. 20176-265366
FILE NAME: CID 13STDT.DWG
SHEET NO.
CD-13
ISSUED FOR BID

_
H-
12
0
U
LL.
O
z
O
Q
N
0_
O
_
Q
z
W
F-
W
F-
D
O
F-
F-
U
W
O
m
W
O
z
Q
O
LL_
Q
O
W
J
O
z
0
Ld
W
m
O
F-
O
z
Ld
m
Q
0
z
Q
H-
7
co
0 z
w
U Ld
N �
O Ld
N <
LZ O
U �
� O
U
o z_
/ Lei
z U
W W
U (n
Of
O z
p o
Q V)
C7 �
d O
Ld
D'
J
J
O m
Ld
Q �
W
O
I Of
a_
Cn
CLU) 0
V)
00 N J LD
I
O cD
� 0
z
�o Q
M N
N / (n
O U ~
�g
O >�
0
I —I 1_� E LiJ o
L� M In (n o
W
(n N � LLJ
(D E p N (n
0)•- U F LL1
E ~ ��
Q� 0 m
p p (n
r U
Q Qw
N 0 L
N -a
Ini 0 0
:2o
> L O
0
M W
CO
LLJ U / N
� p Ld
X J U OO O'
DETAIL B Z
O BEGIN DETAIL A U)ROAD EXIT RAMPS >_
G20-2a
END
WORK
ROAD WORK 48"X24„ SP-11299 MAIN ROADWAY WOflK ZONE Q
48"X48" - - - - - - - ,-, �. L)
500' CONSTRUCTION 1000, +/- LL J F-1 z
LIMITS 0 0 (n =
W a Q W 2
CONSTRUCTION LIMITS Oyu U O
AS 00, Q F-1
(J7 F- LL ~ O W
F v =OF-1Q
NOTE: SIGN NOT REQUIRED IF ADVANCE WARNING ROADNWORK 4e X24"
$IONS HAVE BEEN PLACED ALONG -V- LINE
THAT RAMP INTERSECTS. IF CONSTRUCTION I --I
LIMITS ARE AT END OF RAMP, PLACE SIGN r
AT ENO OF RAMP. , W
000' /- CONSTRUCTION 500' T p
LIMITS
j'sp_1�12'
END G2D-2a DETAIL C O
ROAD WORK 48"X24"
LL
"99 ENTRANCE RAMPS
MAIN ROADWAY WORK ZONE Z
z
GENERAL NOTES Om N =
1- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK UNLESS i48"X48"
(DdCCOVERED. p0 CONSTRUCTION LIMITS Z GIF LIMITS ARE NEAA RAMP H Z
TERMINAL SIGN$ SHOULD
2- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT LONGER THAN 3 BE PLACED NEAR TERMINAL " Lo
CONSECUTIVE DAYS. <Z LO
3- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED. w20-1 pVI p 3
4- ERECT SIGNS PER RSD. 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U-CHANNEL AND SQUARE I N
STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATIONS FOR Qp W W
WORK ZONE SIGNS. Z
DETAIL D
5- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH RSD. 1110.01. -Y- LINES Q � Z
MAIN ROADWAY (%) /
6- DO NOT BACK BRACE SIGN SUPPORTS. WORK ZONE
I I ROAD % 0 �••�
7- TWO-WAY UNDIVIDED ADVANCE WARNING SIGN CONFIGURATION MAY BE USED ON URBAN MULTI -LANE END 11/ tlf WORK a (,
FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED SIGNS AS DETERMINED BY THE G2D-2a AHEAD
ENGINEER. 48,.X24., RonD WORK W20-1 p Q
as"xae"
500' I I 500' Y- LINE CC
W
LL
_O
500'
��f I�t t 500, "
I I END /.iMce
<5.,1
ROAD WORK G20-2a Ii
CONSTRUCTION 48 X24 O
LIMITS
o-
8"X48"
LEGE N D DUAL MOUNT SIGNS ON DIVIDED HIGHWAYS AND
INCREASE SIGN SPACING TO 1000'+/
STATIONARY SIGN No STATIONARY -Y- LINE ADVANCE WARNING SHEET 2 OF 3
—DIRECTION OF TRAFFIC FLO THAN IS REQUIRED UNLESS THERE IS MORE 1 1 01 . 01
THAN 1000' OF CONSTRUCTION ALONG THE -Y- LINE.
WORK ZONE WARNING 1
DETAIL A
NTS -
CONTINUOUS LINES
10'-30'/SP SKIP LINE
2'-6'/SP MINI -SKIP LINE
zo
UNLESS OTHERWISED SHOWN, USE 10'-30'/SP SKIPS FOR
UNLESS OTHERWISED SHOWN, USE 2'-6'/SP MINI -SKIPS FOR
Q
SKIP LANE LINES AND SKIP CENTER LINES.
LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE
EXTENSIONS THROUGH INTERSECTIONS AND MINI
Q F—
E DIG L I N E
-SKIPS
USED FOR BICYCLE LANE LINES.
Z tr = U
YELLOW OR WHITE
4„/6„
j
10' 30'
LL J O IU-1
O � = Z
2 6
LL.
O O 4"/6"
�uj
UQO=
LANE LINE
YELLOW OR WHITE
o 0 4"/6"
Q FO1
�o J
4"/6"
YELLOW OR WHITE
O F-1 Q
WHITE
O U)Z F-1
3'-3'/SP MINI -SKIP LINE
3'-9'/SP MINI -SKIP LINE
00 ao
W
CENTER LINE
UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
UNLESS OTHERWISED SHOWN, USE 3'-9'/SP MINI -SKIPS FOR
T p
4"/6„
THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
YELLOW
GORE LINE
3' 3'
3 9
8„/12"
8" 12"
WHITE
WHITE
WHITE
DIAGONAL LINELL
C/)
12" 45 MPH OR HIGHER
N
8 LESS THAN 45 MPH
z W
YELLOW OR WHITE
H Z U)
LL
Q ~
LL
OC O
CROSSWALK LINE
z
8" TRANSVERSE
p
Q
24 LONGITUDINAL
Q
WHITE
p (n
zQ Z WL
W
RxR LINE
} > w
16"
a H
IL
WHITE
p J
a0
STOP OR TRANSVERSE BAR�
GENERAL NOTES:
1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL
OF ACCESS FACILITIES AND OTHER ROUTES
24"
AS DIRECTED BY THE ENGINEER.
WHITE
2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD
DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
OF THE NORMAL LINE.
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL
LINE.
SHEET 1 OF 2
1205.O
REV.
I DATE I DRWN I CHKD
PAVEMENT MARKINGS 1
DETAIL D
NTS -
REMARKS
DESIGNED BY: R. NANCE—GONZALEZ
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY:R•
DATE:
R. MADHURA
M. POLLARD
D. HEISER
NANCE—GONZALEZ
OCTOBER 2023
TWO-WAY UNDIVIDED (L-LINES) z
O (n
END WORN
ROAD WORK G2o 2a HEAD W2o-1
aa'xza" a8"x48"
HIGHWAY WORK ZONE
i
POSTED SPEED LIMIT
(MPH)
RECOMMENDED
MINIMUM
SIGN SPACING
®
Z _
C3 CD U
W J O
O O U) = Z
c
W z LL _
Q U ` O II
< 50
500'
55
1000'
f— 2 Z W
Cf)F-LLOJ
O
IL
CONSTRUCTION LIMITS
ROAD
WORrc
END
ROAD WORK]G2o-2a
z I--1
1* d I--1
HEAD W20-1
48'X24"
T W p
R
48"x48"
T
ROADWAYS INTERSECTING ALONG TWO-WAY UNDIVIDED WORK ZONE (Y-LINES)
MAIN ROADWAY WORK ZONE
O
LL
} ROAD
WORK
ND HEA
0.0AD WO0.K
y/
N
G20-2a W20-1
ae"xae"
W
Z
ae"xza"
Cr
« i i v LINE
�••�
O
LL N
y ~
H H
CD F•I
ilf
z
h-1 Z
NO STATIONARY -V- LINE ADVANCE WARNING SI GNAGE
ROAD ROAONwORK 48 KZq" IS REQUIRED UNLESS THERE IS MORE THAN 1000, OF
WORK CONSTRUCTION CONSTRUCTION ALONG THE -V- LINE.
U-
W20-1 HEA LIMITS
48X48"
Z
p �
GENERAL NOTES
Q
3 G
1-
DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK
I••I
UNLESS COVERED.
z V
a Z N
2-
SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT LONGER THAN 3
CONSECUTIVE DAYS.
Cn ; Z
}
3-
ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
a
4-
ERECT SIGNS PER RSD 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U-CHANNEL AND SQUARE
}
p
STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATIONS FOR
Q W
WORK ZONE SIGNS.
O Z
� f
5-
WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH RSD. 1110.01.
N
6-
DO NOT BACK BRACE SIGN SUPPORTS.
YM
Ii
O
3
LEGEND
F STATIONARY SIGN
SHEET 3 OF 3
DIRECTION OF TRAFFIC FLOW
11101.01
WORK ZONE WARNING 2
DETAIL B
NTS -
SEE EDGE LINE TWO-WAY UNDIVIDED ROADWAY zo
EDGE LINE OFFSET DETAIL OFFSET DETAIL O
2" MAX., REFER ALSO TO TABLE 1 Q Q
SHOULDER , •o Z F- = G.)
°:^:°• o' E.O.T. HOUR
. WHITE OR YELLOW EDGE LINE °. W - — - — « WO 0 d = Z
— ---- ----- -- ---- �(n
W » H U Q O=
Q CC C.D
F- 2 Z W
CA F- LL O J
SEE EDGE LINE SEE CENTER LINE
CC F-1
OFFSET DETAIL OFFSET DETAIL z O 1Cr
�1
w �>
r W p
r
CENTER LINE OFFSET DETAIL
TWO-WAY UNDIVIDED ROADWAY
SEE EDGE LINE WITH TWO-WAY LEFT TURN LANE
OFFSET DETAIL
W
- r-----------r-- OC
YELLOW CENTER LINE O
W co
�' — - — - — - — - — - — - — - — - — -6 3'-- ----- --------------- CD y F-
YELLOW CENTER LINE W » HZ-I Z
Ct Q N u_
�C
LEGEND SEE EDGE LINE SEE CENTER LINE p O
OFFSET DETAIL Q p
OFFSET DETAIL Zcr Q
W = WIDTH OF TRAVEL LANE
E.O.T.= EDGE OF TRAVEL Z Z W
LANE LINE OFFSET DETAIL « DIRECTION OF
» TRAFFIC FLOW
SEE EDGE LINE MULTI -LANE ROADWAY Q > z
OFFSET DETAIL
p d J
Q
a
» oOC
2" TOWARDS LEFT SIDE _WHITE LANE LINE OF TRAVELWAY--------------------` »
IT SEE EDGE LINE SEE LANE LINE
OFFSET DETAIL OFFSET DETAIL
SHEET 2 OF 2
1205.01
TABLE 1
EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS
WITH UN -PAVED SHOULDERS
WIDTH (W) OF
TRAVEL PAVEMENT
MAX. EDGE LINE OFFSET
FROM E.O.T.
MINIMUM LANE
WIDTH (W)
16' - 18'
2"
8' - 9'
1 s'
a"
s'
20'
s"
s.s'
21 '
8"
10'
22'
10"
10'
23'
10"
10.5'
24'
1'
11'
2 s'
2'
1 1 '
28'
2'
12'
30'
3'
12'
32'
4'
12'
PAVEMENT MARKINGS 2
DETAIL rF�
NTS -
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
Smith WEAVERVILLE PUMP STATION AND
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
FORCE MAIN SYSTEM IMPROVEMENTS
INSET FOR 2-LANE ROADWAYS
WITH 2-WAY TURN LANE
ALL OTHER DEVICES ARE THE SAME AS ABOVE
Jr . Milo -
AL WORK AREA Jr
0-5
% 48" .A
2-WAY DOWN
TRAFFIC STREAM
TAPER BUFFER BUFFER TAPER
50'-100' SPACE SPACE 100'
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.
4.1
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.
p
W
J
� � U
U Z
Q
� � J
T
p W }
p Z �
°yap
p J O
Z �
a
U) � Q
GENERAL NOTES FOR PILOT CAR OPERATIONS } LL.
1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER. N
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EDP)) CONES MAY NOT BE REQUIRED
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGkEER, CONES MAY BE OMITTED ALONG Q
THE WORK AREA I� USING A PILOT CAR. p UJ W
Z
3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. J
4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF I
THE PILOT VEHICLE. N
5- DO NOT INSTALL MORE THAN ONE 1 MILE OF LANE LEGEND
CLOSURE MEASURED FROM THE BE I NING OF THE MERGE
TAPER Tb THE END OF THE LANE CLOSURE. r
FLAGGER
6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND A, CONE
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
CAR OPERATIONS. PORTABLE SIGN
SHEET 1 OF 14
DIRECTION OF TRAFFIC FLOW 1 1 0 1 . 02
p C
LANE CLOSURE
DETAIL rc*,�
NTS -
ich? OR
0
TRAFFIC CONTROL DETAILS
ROJECT N0. 20176-265366
FILE NAME: TC1 PPDT. DWG
593
SHEET N0.
P
TC-1
ISSUED FOR BID

ABBREVIATIONS
LINE TYPES (UNLESS OTHERWISE NOTED) DIMENSIONING SYSTEM
r.
r
P
Im
w
n
a
m
N
7
it
.:
A
w
U
>
ry
w
U)
J
Q
z
O
U)
U)
w
J_
O
ry
n
m
0
w
0
>
O
ry
n
U)
z
0
W
w
0
z
Q
U)
Z
� L
�U
w0
W p
ww
�U)
U)w
�w
�66
J �
J z
Qw
� 75
wo
C)LL
00
U
rnLU
N D
w
O�
&
AND
GB
GLASS BLOCK
REF
ROOF EXHAUST FAN
<
ANGLE
GIRT
GRATING
REINF
REINFORCE (D, ING)
@
AT
GYP
GYPSUM
REQ'D
REQUIRED
AB
ANCHOR BOLT
GWB
GYPSUM WALL BOARD
REV
REVISED
ABV
ABOVE
HARD
HARDENER
RF
ROOFFAN
ACMU
ACOUSTICAL CONCRETE MASONRY UNIT
HD
HEAVY DUTY
RFG
ROOFING
AFF
ABOVE FINISHED FLOOR
HDWD
HARDWOOD
RGH
ROUGH
AFG
ABOVE FINISHED GRADE
HDWR
HARDWARE
RJ
REVEAL/RUSTICATION JOINT
AL, ALUM
ALUMINUM
HGR
HANGER
RL
RAIN LEADER
AMP
ACOUSTICAL METAL PANELS
HGT
HEIGHT
RLG
RAILING
ANOD
ANODIZE(D)
HM
HOLLOW METAL
RM
ROOM
ASSY
ASSEMBLY
HOR
HORIZONTAL
RO
ROUGH OPENING
BBT
BIOBASED TILE
HP
HIGH POINT
RT
RUBBER TILE
BD
BOARD
HR
HANDRAIL
RWL
RAIN WATER LEADER
BEV
BEVEL(ED)
IN
INCH
S
STEEL S-SHAPED DESIGNATION
BLDG
BUILDING
INST
INSTRUMENTATION
SAT
SUSPENDED ACOUSTICAL TILE
BLK
BLOCK
INSUL
ISULATION
SB
SEAMLESS BASE
BLKG
BLOCKING
JC
JANITOR'S CLOSET
SCHD
SCHEDULE
BRG
BEARING
JT
JOINT
SCRN
SCREEN(ED, ING)
BRK
BRICK
JT FLR
JOINT FILLER
SECT
SECTION
BRS
BRASS
L
LINE OF STRUCTURAL ANGLE DESIGNATION
SF
SEAMLESS FLOORING
BRZ
BRONZE
LAB
LABORATORY
SGFT
STRUCTURAL GLAZED FACING TILE
BTM
BOTTOM
LAD
LADDER
SHT
SHEET
C TO C
CENTER TO CENTER
LAM
LAMINIATED
SIM
SIMILAR
CAB
CABINET
LAV
LAVATORY
SK
SINK
CEM
CEMENT
LG
LAMINATED GLASS
SL
SLOPE
CF
COMPRESSIBLE FILLER
LINO
LINOLEUM
SLNT
SEALANT
CGFB
CEMENTITIOUS GLASS FIBER BOARD
LKR
LOCKER
SPEC
SPECIFICATION, SPECIFIED
CH
CONCRETE HARDENER
LNTL
LINTEL
SST
STAINLESS STEEL
CHAM
CHAMFER
LP
LOW POINT
STD
STANDARD
CHAN
CHANNEL
LT
LIGHT(S)
STL
STEEL
CIP
CAST IN PLACE
MAS
MASONRY
STOR
STORAGE
CJ
CONTROL JOINT
MATL
MATERIAL
STRU
STRUCTURE(S, URAL)
CL OR
CENTERLINE
MAX
MAXIMUM
STWY
STAIRWAY
CLG
CEILING
MEMB
MEMBRANE
SUPT
SUPERINTENDENT
CLKG
CAULKING
MFR
MANUFACTURER
SUSP
SUSPENDED
CMU
CONCRETE MASONRY UNIT
MIN
MINIMUM
T
TREAD(S)
COL
COLUMN
MISC
MISCELLANEOUS
TBM
TRAFFIC BEARING MEMBRANE
COMP
COMPRESSIBLE
MO
MASONRY OPENING
T&G
TONGUE AND GROOVE
CONC
CONCRETE
MR
MOISTURE RESISTANT
TEMP
TEMPERATURE
CONT
CONTINUOUS
MRAT
MOISTURE RESISTANT ACOUSTICAL TILE
TEMP
TEMPERED
CRPT
CARPET, CARPET TILE
MTD
MOUNTED
TEMP
TEMPORARY
CRS
COURSE(S)
MTG
MOUNTING
TER
TERRAZZO
CT
CERAMIC TILE
MTL
METAL
TERB
TERRAZZO BASE
CET
DETAIL
NIC
NOT IN CONTRACT
THK
THICK(NESS)
DF
DRINKING FOUNTAIN
NOM
MONINAL
THR
THRESHOLD
DIA
DIAMETER
NTS
NOT TO SCALE
TKBD
TACKBOARD
DIAG
DIAGONAL
OC
ON CENTER
TOB
TOP OF BRICK
DIM
DIMENSION
OH
OVERHANG
TOC
TOP OF CONCRETE
DISP
DISPENSER
OPNG
OPENING
TOIL
TOILET
DN
DOWN
OPP HD
OPPOSITE HAND
TOM
TOP OF MASONRY
DP
DAMPPROOFING
ORD
OVERFLOW ROOF DRAIN
TOPG
TOPPING
DR
DRAIN
OSB
ORIENTED STRAND BOARD
TOS
TOP OF STEEL
ELEC
ELECTRICAL
OV
OVER
TS
STRUCTURAL TUBING (STEEL UNLESS NOTED)
ELEV
ELEVATION
OVHD
OVERHEAD
TSL
TOP OF SLAB
EQ
EQUAL(LY)
PERIM
PERIMETER
TWF
THROUGH WALL FLASHING
EQPT
EQUIPMENT
PL
PLATE
TYP
TYPICAL
EWC
ELECTRICAL WATER COOLER
PL
PROPERTY LINE
UC
UNDERCUT
EXP
EXPOSED
PLAS
PLASTER
UON
UNLESS OTHERWISE NOTED
EJ
EXPANSION JOINT
PLK
PLANK
UR
URINAL
EXIST, (E)
EXISTING
PLYWD
PLYWOOD
VB
VAPOR BARRIER
FD
FLOOR DRAIN
PM
PRESSED METAL
VCT
VINYL COMPOSITE TILE
FE
FIRE EXTINGUISHER
PR
PAIR
VERT
VERTICAL
FF
FACTORY FINISH
PRD
PROMENADE ROOF DRAIN
VEST
VESTIBULE
FGL
FIBERGLASS
PRCST
PRECAST
VTR
VENT THRU ROOF
FIN
FINISH(ED)
PREFAB
PRE -FABRICATED
W
WITH
FLG
FLASHING
PT
PREASSURE TREATED
W/
WITH
FL
FLOOR(ING)
PRMLD
PREMOLDED
W/A
WHERE APPLICABLE
FLR
FILLER
PSF
POUNDS PER SQUARE FOOT
W/O
WITHOUT
FIR
FRAME
PTD
PAINTED
WC
WATER CLOSET
FRP
FIBERGLASS REINFORCED PLASTIC
QT
QUARRY TILE
WD
WOOD
FO
FRAME OPENING
QTB
QUARRY TILE BASE
WDW
WINDOW
FV
FIELD VERIFY
R
RISER(S)
WF
WIDE FLANGE
FXD
FIXED
R+S
BACKER ROD & SEALANT
WPG
WATERPROOFING
GA
GAGE, GAUGE
RB
RUBBER BASE
WT
STEEL TEE -SHAPE DESIGNATION
GALV
GALVANIZED
RD
ROOF DRAIN
WWF
WELDED WIRE FABRIC
GL
GLASS
RECT
RECEPTACLE
GENERAL NOTES
NOT ALL EQUIPMENT IS SHOWN FOR CLARITY. REFER TO THE APPROPRIATE DISCIPLINE
SHEETS FOR SPECIFIC EQUIPMENT LAYOUT AND OTHER REQUIREMENTS
SEE CIVIL SHEETS FOR SIDEWALK, ROAD PAVING AND FINISH GRADE ELEVATIONS.
SEE STRUCTURAL SHEETS FOR SIZE AND LOCATION OF CONCRETE PADS, TRENCHES, VAULTS,
SUMPS, ETC
SEE STRUCTURAL SHEETS FOR CONCRETE REINFORCEMENT
DO NOT SCALE FROM THE DRAWINGS
NOTIFY ENGINEER IF CONSTRUCTION DOCUMENTS DIFFER FROM ACTUAL FIELD CONDITIONS
PRIOR TO FABRICATION OR NEW CONSTRUCTION
THIS DRAWING CONTAINS A GENERAL LIST OF SYMBOLS AND ABBREVIATIONS. NOT ALL ITEMS
SHOWN HERE APPEAR ON THE CONTRACT DRAWINGS.
REV.
DATE DRWN CHKD
REMARKS
DESIGNED BY-
B. SANTOS
DRAWN BY:
B. SANTOS
SHEET CHK'D BY-
C. SOLLOG
CROSS CHK'D BY-
A. SHELDON
APPROVED BY-
M. ALFORD
DATE:
SEPTEMBER 2023
CDMSith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
CONTINUOUS - NEW CONSTRUCTION
DASHED ON CONSTRUCTION PLAN/SHEETS -
HIDDEN ELEMENTS BEYOND, ABOVE OR
BELOW
MATERIAL SYMBOLS
EARTH
Oo�
GRAVEL
BRICK
CONCRETE MASONRY UNIT (CMU)
PRECAST CONCRETE
CAST -IN -PLACE CONCRETE
WOOD BLOCKING
WOOD FINISH
PLYWOOD
RIGID INSULATION
BLANKET INSULATION
STEEL
ALUMINUM
STUCCO GROUT
CAULK
NOTE: WALL THICKNESS, MO'S
AND RO'S ARE NOMINAL
OPENINGS
USUALLY LABELED IN PLAN VIEW; HOWEVER, OPENINGS NOT SHOWN IN PLAN ARE LABELED ON ELEVATIONS
D -202A
DOOR
DESIGNATION
BUILDING
DESIGNATION
SYMBOLS
B
TYPICA
OFFSE'
FACE C
(UON)
TYPICAL OFFSET
FROM NOM FACE
OF CMU WALL
(UON)
TYPICAL DOOR LOCATION
FOR STUD FRAMED WALLS
TYPICAL DOOR LOCATION
FOR CMU WALLS
NOMINAL DIMENSION
DIMENSION GIVEN GIVEN TO
ON PLAN CENTERLINE OF
WALL (UON)
8" EQ EQ
ACTUAL GYP BD- GYP BD
DIMENSION AS 7 5/8"
BUILT
2
MASONRY (TYP) METAL STUD (TYP)
MO/RO
SEE SCHEDULES
ACTUAL AS BUILT
MO/RO =
NOMINAL MO ON PLAN +3/8"
WINDOW OR LOUVER
OPENING IN PLAN
VARIES, SEE
PARTITION TYPES
L'-202A-202
SEQUENTIAL LETTER DESIGNATION LOUVER SEQUENTIAL LETTER DESIGNATION WINDOW SEQUENTIAL LETTER DESIGNATION
ASSIGNED TO EACH ADDITIONAL DOOR DESIGNATION ASSIGNED TO EACH ADDITIONAL LOUVER DESIGNATION ASSIGNED TO EACH ADDITIONAL WINDOW
BUILDING ROOM NUMBER BUILDING ROOM NUMBER
001 SUB BASEMENT DESIGNATION DESIGNATION
ROOM NUMBER 01 BASEMENT
101 FIRST FL
201 SECOND FL
O
COLUMN TAG AND &
CENTER LINE
LEVEL NAME
TS L
V ELEVATION CALLOUT
501'-8"
I
ELEVATION
FFE SPOT ELEVATION
501'-8"
SUFFIX A,B,C, ETC. W/A
SEE NOTE ON TYPE
DESCRIPTION
A-2 PARTITION TYPE
SUFFIX 1,2,3,4 IS FIRE
RESISTANCE RATING W/A NOTE: SEE WALL SECTIONS FOR
ADDITIONAL REQUIREMENTS
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
001
01
101
201
BUILDING DESIGN
(IF APPLICABLE)
SUB BASEMENT
BASEMENT
GROUND FL
SECOND FL
ELEVATION NO
SHEET NO
BUILDING SECTION WALL SECTION
INDICATOR INDICATOR
ROOM NAME
�1
4 A-1 2
3
DETAIL INDICATOR
ROOM TAG
INTERIOR ELEVATION
IF SECTION OR DETAIL IS DRAWN ON THE
SAME SHEET THAT IT IS TAKEN FROM, THE
SHEET NUMBER IS A HYPHEN. IF THE
SECTION IS REFERENCED ON MULTIPLE
SHEETS, THE SHEET NUMBER SHOWN
INDICATES THE FIRST SHEET THE SECTION
IS TAKEN FROM.
® FIRE EXTINGUISHER
FE-X
FE-1
FE-2
FE-3
SEMI -RECESSED
WALL MOUNTED
CARBON DIOXIDE
(WALL MOUNTED)
1 KEYNOTE CALLOUT
KEYNOTE DESIGNATION,
CORRESPONDS TO KEY
ON EACH SHEET
HIT
p' chitectur rs
o�aPt
o
V 51464 - n
+-� North Carolina 0
eosr N P
ARCHITECTURAL
ABBREVIATIONS, SYMBOLS AND GENERAL NOTES
�PEL.T.q�F
_ �G • .BRED '4
i
6
i
• 4,
/ •. TH CARp�
hael T Alford
PROJECT NO. 20176-265366
FILE NAME: AWZ001EB.RVT
SHEET NO.
A-1
ISSUED FOR BID

LIFE SAFETY LEGEND
GENERAL NOTES
SEE SHEET A-1 FOR ADDITIONAL GENERAL NOTES
SEE SHEET G-5 FOR APPENDIX B CODE SUMMARY
w
U
Ir
w
J
Q
z
O
w
u_
O
rn
m
p
w
0
O
IY
n
z
0
co
w
p
p
z
Q
I—
z
wUj
O�U
w0
cn p
ww
�w
�w
O�
0�66
J �
J z
aw
� Z)
w Op
p0
C-)
rnUj
CD
N Uj
w
O0�
0
CID
FE-2 F-2 21 EXIT DISCHARGE
ELECTRICAL
M w -- ROOM ----——— — — — — —-- C)
- EXIT SIGN
19 A-100 19 LU
ACTIVE M J
FT
�� Io- U
LJ &FE FIRE EXTINGUISHER
EGRESS PATH
0
— — TRAVEL DISTANCE
(FEET)
LIFE SAFETY PLAN
1 /8" = 1'-0"
FLOOR PLAN
1/4" = 1'-0"
CriwilY
4n,-R„
TYP
HEAVE
v 1939.00
TSL _
� 1925.00
I EA
OUTLINE OF 1939.
BUILDING BELOW
1925.
0
v
0
CD
N 0
r— 11�
NORTH ELEVATION
1/4" = 1'-0"
PRECAST CONCRETE
ROOF PANELS
LIGHT FIXTURE TYP,
SEE "E" DWGS
PRECAST CONCRETE
WALLS WITH STAMPED
BRICK PATTERN
(PAINTED, TYP)
ALUMINUM DOOR AND
FRAME, SEE SCHD
HVAC EQUIP, SEE
"H" DWGS —
GRADE,
SEE "C" DWGS
EAVE _
.00
HVAC EQUIP,
SEE "H" DWGS
TSL
1925.00
THIS DRAWING IS PROVIDED FOR DESIGN INTENT ONLY. BUILDING
MANUFACTURER SHALL BE RESPONSIBLE FOR DESIGN, MANUFACTURE AND
INSTALLATION OF BUILDING AND BUILDING COMPONENTS TO MEET ALL
APPLICABLE CODE REQUIREMENTS AND DESIGN CRITERIAL LISTED IN THE
SPECIFICATION.
SEE STRUCTURAL DRAWINGS FOR COMPONENT AND CLADDING WIND
PRESSURES.
O / \
0) / \
SOUTH ELEVATION
LIGHT FIXTURE,
1/4" = 1'-0"
PRECAST CONCRETE
PRECAST
CONCRETE
ROOF PANELS
LIGHT FIXTURE,
TYP SEE "E" DWGS
PRECAST
CONCRETE WALLS
WITH STAMPED
BRICK PATTERN
(PAINTED, TYP)
REMOVABLE
TRANSOM PANEL
ALUMINUM DOOR
AND FRAME, SEE
SCHD
GRADE,
SEE "C" DWGS
rFc\P ohitecfgr TS
Oa �2
U 51464 -0 n
++ North Carolina 0
to
CRETE
TAMPED
N
16
��•�
•20
RTH CAR��•'•
..........
o
el T Alford
2.10.06 15:29:04-04'00'
ROOF PLAN WEST ELEVATION NOTE: EAST ELEVATION SIMILAR.
= 1'-0" 1/4" = 1'-01,
OW1/4"
111 MAMJ
DESIGNED BY- B. SANTOS
CDMPUMP
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
PROJECT N 20176-265366
DRAWN BY: B. SANTOS
STATION 1
FILE NAME: AWZ001 EB.RVT
SHEET NO.
A-100
CHK'D BY' C. SOLLOG
CROSS CHK'D BYm A.SHELDON
APPROVED BYm M. ALFORD
SmithSHEET
4600Park
te,NC 8209e240
Charlotte, NC 28209
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
ELECTRICAL BUILDING
FLOOR PLAN ROOF PLAN AND ELEVATIONS
NO.
DATE
DRWN
CHKD
REMARKS
DATE: SEPTEMBER 2023
Tel: [phone]
NC F-1255
ISSUED FOR BID

W
U
ry
Lu
U)
J
Q
z
O
U)
U)
W
LL
O
ry
n
m
m
p
W
p
O
ry
n
U)
z
0
W
p
p
z
Q
U)
z
p W
W�
�U
WO
cn p
W W
U)
U) W
F— W
66
J �
J z
Q W
H Z)
cn O
� p
p LL
UO
a, W
�U)
N �
W
ISSUED FOR BID

GENERAL NOTES
DESIGN CRITERIA:
CONCRETE:
STRUCTURAL STEEL:
ABBREVIATIONS
w
U
>
w
W
Q
z
O
W
W
w
w
O
m
0
w
0
>
O
fz
co
z
0
U)
w
0
0
z
Q
co
.z
o2
O�U
w0
W0
wW
�U)
U W
� W
2 =
66
J F—
J z
a Lu
Z) tz
cno
7�
00
U
rnU)
N CD �
w
O0�
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"
- AISC MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITION
DESIGN LOADS:
LIVE LOADS
• STAIRWAYS
100
PSF
• WALKWAYS
100
PSF
• PROCESS SLABS ON GRADE
300
PSF
• STORAGE AREAS AND ELECTRICAL ROOM
300
PSF
ROOF SNOW LOAD:
• GROUND SNOW LOAD, Pg
15.0 PSF
• FLAT SNOW LOAD, PF
11.6 PSF
• SNOW EXPOSURE FACTOR, CE
1.0
• SNOW LOAD IMPORTANCE FACTOR, Is
1.10
• THERMAL FACTOR, CT
1.0
• DESIGN SNOW LOAD
16.5 PSF
SUPERIMPOSED DEADLOADS:
• ROOFS
• FLOORS
WIND DESIGN DATA:
• ULTIMATE DESIGN WIND SPEED, Veit
• NOMINAL DESIGN WIND SPEED, Vasd
• RISK CATEGORY
• WIND EXPOSURE CATEGORY
• ENCLOSURE CLASSIFICATION
• INTERNAL PRESSURE COEFFICIENT
EARTHQUAKE:
• RISK CATEGORY
• SITE CLASS
• SEISMIC DESIGN CATEGORY
• SEISMIC IMPORTANCE FACTOR, IE
• MAPPED SPECTRAL RESPONSE ACC, Ss
• MAPPED SPECTRAL RESPONSE ACC, S1
• SPECTRAL RESPONSE COEFFICIENT, SDs
• SPECTRAL RESPONSE COEFFICIENT, SD1
• SEISMIC -FORCE -RESISTING SYSTEM
• DESIGN BASE SHEAR
• SEISMIC RESPONSE COEFFICIENT, Cs
• RESPONSE MODIFICATION FACTOR, R
• ANALYSIS PROCEDURE USED
AS NOTED
AS NOTED
ASCE 7-10
120 MPH
93 MPH
C
ENCLOSED
±0.18
III
D
C
1.25
0.313
0.109
0.323
0.171
SEE DESIGN DRAWINGS
SEE DESIGN DRAWINGS
SEE DESIGN DRAWINGS
SEE DESIGN DRAWINGS
SEE DESIGN DRAWINGS
CONCRETE 28-DAY STRENGTH:
• SLABS, BEAMS, WALLS AND COLUMNS 4500 PSI
• CONCRETE FILL AND PIPE ENCASEMENT 2500 PSI
FOUNDATIONS:
• ALLOWABLE BEARING PRESSURE FOR STRIP AND MAT FOUNDATIONS OVER
SUBSURFACE PREPARED AS PER SPECIFICATIONS PER GEOTECHNICAL REPORT:
• INFLUENT CHANNEL AND WETWELL 3000 PSF
• ELECTRICAL BUIDING 3000 PSF
GENERAL CONDITIONS:
ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
ARCHITECTURAL, MECHANICAL, CIVIL, ELECTRICAL 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.
SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOLTS SHALL BE PER
EQUIPMENT MANUFACTURER'S REQUIREMENTS.
ANY EQUIPMENT THAT MAY INDUCE VIBRATION TO THE STRUCTURE SHALL BE
ADEQUATELY ISOLATED FROM THE STRUCTURES.
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.
ALL PIPES UNDER SOIL SUPPORTED STRUCTURE SLABS AND FOOTINGS SHALL BE
ENCASED IN CONCRETE AS SHOWN ON THE STRUCTURAL DRAWINGS. PIPES SHALL
BE PRESSURE TESTED BEFORE ENCASING.
ELECTRICAL CONDUIT, PIPING, WASH HOSE STATIONS, HOSE RACKS, CONTROL
PANELS, LIGHT FIXTURES, ENCLOSURES OR ANY OTHER APPURTENANCE, SHALL NOT
BE DIRECTLY SUPPORTED OFF OF GUARDRAIL UNLESS EXPLICITLY ALLOWED BY THE
STRUCTURAL ENGINEER OF RECORD.
E I DATE DRWN I CHKD
REMARKS
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 3/41,
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.
ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS. REINFORCING
STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OTHERWISE NOTED:
- 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.
PRECAST PRESTRESSED CONSTRUCTION:
ALL PRECAST PRESTRESSED MEMBERS SHALL BE DESIGNED BY A REGISTERED
PROFESSIONAL ENGINEER FOR THE SUPERIMPOSED LOADS SHOWN ON THE DRAWINGS IN
CONFORMANCE WITH THE REQUIREMENTS OF APPLICABLE SPECIFICATIONS. EQUIPMENT
LOADS OR OTHER LOADING SUCH AS A BRIDGE CRANE SUPPORT LOADS SHALL BE
CONSIDERED AS REQUIRED.
WATERTIGHTNESS TESTING REQUIREMENTS:
THE WATER -CONTAINING STRUCTURES SHALL BE FILLED WITH POTABLE WATER AND TESTED
FOR WATERTIGHTNESS PER SPECIFICATION SECTION 018819.
PERFORM WATERTIGHTNESS TESTING PRIOR TO WATERPROOFING AND DAMPPROOFING,
INSTALLATION OF COATINGS AND LININGS, AND PRIOR TO PLACING BACKFILL AROUND
STRUCTURES.
ALL SEEPING CRACKS SHALL BE INJECTED WITH WATER ACTIVATED
HYDROPHILIC POLYURETHANE GROUT UNTIL SEEPAGE STOPS.
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.
MODIFICATION AND REPAIR TO EXISTING CONCRETE NOTES:
SEE SPECIFICATION SECTION 030130.71 FOR EXPLANATION OF CONCRETE REMOVAL METHODS,
CONNECTION METHODS AND MATERIALS USED.
AT LIMITS OF CONCRETE REMOVAL WHERE SURFACE WILL REMAIN EXPOSED MAKE SURFACE
SMOOTH BY SAW CUTTING OR GRINDING. COAT ENTIRE SURFACE WITH COATING TO PROTECT
EXPOSED REBAR.
IF CONCRETE IS REMOVED BEYOND LIMITS, REBUILD TO DESIRED LIMITS W/REPAIR MORTAR
AND FINISH SMOOTH. COAT SURFACE WITH PROTECTIVE COATING WHERE THERE IS LESS THAN
2" OF COVER OVER REBAR.
CONNECTION METHODS ARE DEFINED IN SPECIFICATION SECTION 030130.71.
METHOD A - CEMENT SLURRY BOND
METHOD B - ADHESIVE BOND
METHOD C - EMBEDDED DOWELS (EMBED REBAR 10 DIAMETERS & SMOOTH BAR 1 DIAMETERS)
METHOD D - COMBINATION OF METHODS B & C
CONCRETE CRACK REPAIR:
CRACKS ON HORIZONTAL SURFACES SHALL BE REPAIRED BY GRAVITY FEEDING CRACK SEALANT
INTO CRACKS PER MANUFACTURER'S RECOMMENDATIONS. IF CRACKS ARE LESS THAN 1/161, IN
THICKNESS THEY SHALL BE PRESSURE INJECTED.
CRACKS ON VERTICAL SURFACES SHALL BE REPAIRED BY PRESSURE INJECTING CRACK SEALANT
THROUGH VALVES SEALED TO SURFACE WITH CRACK REPAIR EPDXY ADHESIVE PER
MANUFACTURER'S RECOMMENDATIONS.
DESIGNED BY- S. NIRALA
DRAWN BY: P. DOUGLAS
SHEET CHK'D BY- J. BOGGS
CROSS CHK'D BY- D. HEISER
APPROVED BY- J. BOGGS
DATE: OCTOBER 2023
Smith
5400 Glenood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
NC F-1255
DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN
ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS AND DESIGN DRAWINGS.
ALL STRUCTURAL STEEL:
W SHAPES -
ASTM A992
M, S AND HP SHAPES -
ASTM A36
CHANNELS AND ANGLES -
ASTM A36
HSS (SQUARE, RECTANGULAR AND ROUND) -
ASTM A500
PLATES-
ASTM A36
HIGH -STRENGTH BOLTS -
ASTM A325
TENSION CONTROL BOLTS -
ASTM F1852
NUTS-
ASTM A563
HARDENED STEEL WASHER -
ASTM F436
ANCHOR RODS -
ASTM F1554
THREADED RODS -
ASTM A36
ALL PIPE: ASTM A53, GRADE B.
THE FABRICATOR SHALL DESIGN AND DETAIL ALL
PARTS OF CONNECTIONS NOT FULLY DETAILED
ON THE DESIGN DRAWINGS. THE NUMBER OF BOLTS AND OTHER SIMILAR ELEMENTS SHOWN ON
THE DRAWING ARE PICTORIAL ONLY.
SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW
WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS STRUCTURAL WELDING
CODE REQUIREMENTS. ELECTRODES SHALL BE E-70XX.
STRUCTURAL ALUMINUM:
DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN
ACCORDANCE WITH THE LATEST "ALUMINUM DESIGN MANUAL" (ADM) SPECIFICATIONS
AND DESIGN DRAWINGS.
ALL STRUCTURAL ALUMINUM:
ALUMINUM EXTRUDED PIPE - ASTM B429, ALLOY 6063-T6 OR ALLOY 6061-T6
ALUMINUM EXTRUDED SHAPE - ASTM B221, ALLOY 6061-T6
ALUMINUM SHEET AND PLATE - ASTM B209, ALLOY 6061-T6
ALUMINUM ALLOY ROLLED THREAD PLATE - ASTM B209, ALLOY 6061-T6
ALUMINUM CASTING - ASTM B26/B36M, ALLOY 443.0-F
SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS D1.2/D1.2M
"STRUCTURAL WELDING CODE - ALUMINUM".
WHERE ALUMINUM CONTACTS A DISSIMILAR METAL, APPLY TO THE DISSIMILAR METAL A HEAVY
BRUSH COAT OF ZINC -CHROMATE PRIMER FOLLOWED BY TWO COATS OF ALUMINUM METAL
PAINT.
WHERE ALUMINUM CONTACTS MASONRY OR CONCRETE, APPLY A HEAVY COAT OF BITUMASTIC
OR EPDXY PAINT.
GEOTECHNICAL REPORT
GEOTECHNICAL DESIGN REPORT ENTITLED, "PROPOSED WEAVERVILLE PUMP STATION AND
FORCEMAIN REPLACEMENT PROJECT, BUNCOMBE COUNTY, NORTH CAROLINA" BY WSP USA
ENVIRONMENT & INFRASTRUCTURE, INC, DATED JULY 5,2023. GEOTECHNICAL REPORT AVAILABLE
UPON REQUEST.
LEGEND AND SYMBOLS
WATERSTOPIL
ALUMINUM
.- GRATING
SPAN
DIRECTION
VA%AAjAAjAAjAAj EARTH FILL
\\ \\ \\ \\ \\
UNDISTURBED
EARTH
pa CONCRETE
CONCRETE
MASONRY
STRUCTURAL
FILL
AL GRATING
FRP
GRATING
— - CHECKERED
———� PLATE
SAND
GRANULAR FILL
DEMOLITION
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
0
DIAMETER
#
NUMBER
&
AND
@
AT
AB
ANCHOR BOLT
ABV
ABOVE
ACC
ACCELERATION
ADDL
ADDITIONAL
ALUM/AL
ALUMINUM
ALT
ALTERNATE (ING)
APPROX
APPROXIMATELY
B TO B
BACK TO BACK
BEV
BEVEL (ED)
BLK
BLOCKING
BOT
BOTTOM
BRG
BEARING
B/W
BETWEEN
CIRC
CIRCUMFERENTIAL
CJ
CONSTRUCTION JOINT
CL
CENTERLINE
CLJ
CONTROL JOINT
CLR
CLEAR
CMU
CONCRETE MASONRY UNITS
COL
COLUMN
CONC
CONCRETE
CONN
CONNECTION
CONT
CONTINUOUS
CPLG
COUPLING
CRS
COURSE (S)
CSK
COUNTERSINK
CSTG
CASTING
CTR
CENTER(ED)
d
PENNY
DET
DETAIL
DIA
DIAMETER
DIAG
DIAGONAL
DIR
DIRECTION
DL
DEAD LOAD
DO.
DITTO
DWG
DRAWING
DWL
DOWEL
EA
EACH
EB
EXPANSION BOLT
EF
EACH FACE
EL
ELEVATION
EMBED
EMBEDMENT
EQ
EQUAL (LY)
EQUIP
EQUIPMENT
ES
EACH SIDE
EW
EACH WAY
EXST
EXISTING
EXP JT
EXPANSION JOINT
EXT
EXTERIOR
f'c
CONCRETE COMPRESSION STRESS
fm
MASONRY PRISM STRESS
FAB
FABRICATE (OR, ED)
FDN
FOUNDATION
FF
FAR FACE
FHMS
FLATHEAD MACHINE SCREW
FHWS
FLATHEAD WOOD SCREW
FL
FLOOR
FRP
FIBERGLASS REINFORCED PLASTIC
FTG
FOOTING
GALV
GALVANIZED
GBT
GRAVITY BELT THICKENER
GLB
GLASS BLOCK
GR
GRADE
GRTG
GRATING
H
HIGH
HAS.
HEADED ANCHOR STUD
HDR
HEADER
HOR
HORIZONTAL
HP
HIGH POINT
ID
INSIDE
I.E.
INVERT ELEVATION
IF.
INSIDE FACE
ABBREVIATION NOTES
INT
INTERIOR
INV
INVERT
JT
JOINT
KO
KNOCKOUT
LG
LENGTH
LLH
LONG LEG HORIZONTAL
LLV
LONG LEG VERTICAL
LNTL
LINTEL
LOC(S)
LOCATION(S)/LOCATED
LONG.
LONGITUDINAL
LP
LOW POINT
LT
LEFT
LW
LIGHTWEIGHT
MAS
MASONRY
MAX
MAXIMUM
MB
MACHINE BOLTS
MCJ
MASONRY CONTROL JOINT
MFR
MANUFACTURER
MIN
MINIMUM
MO
MASONRY OPENING
NF
NEAR FACE
NS
NON -SHRINK
NTS
NOT TO SCALE
OC
ON CENTER
OD
OUTSIDE DIAMETER
OF.
OUTSIDE FACE
OPNG
OPENING
OPP
OPPOSITE
OPT
OPTIONAL
PCJ
PARTIAL CONTRACTION JOINT
PJF
PREMOLDED JOINT FILLER
PLYWD
PLYWOOD
PREFAB
PREFABRICATED
PROJ
PROJECTION
PVMT
PAVEMENT
R
RISER(S)
RAID
RADIUS
RC
REINFORCED CONCRETE
REF
REFERENCE/REFER
REINF
REINFORCE (D, ING)
REQD
REQUIRED
REV
REVISION
RLG
RAILING
RO
ROUGH OPENING
RT
RIGHT
SCJ
SLAB CONTROL JOINT
SECT
SECTION
SIM
SIMILAR
SP
SPACE (S, ED)
SQ
SQUARE
SS
STAINLESS STEEL
STD
STANDARD
STIF
STIFFENER
STIR
STIRRUP (S)
STL
STEEL
SYM
SYMMETRICAL
T
TREAD(S)
T/
TOP OF
T&B
TOP AND BOTTOM
TF
TOP FACE
THD
THREADED
TOC
TOP OF CONCRETE
TRNSV
TRANSVERSE
TYP
TYPICAL
UNO
UNLESS NOTED OTHERWISE
VB
VAPOR BARRIER
VIF
VERIFY IN FIELD
W
WIDE
W/
WITH
W/O
WITHOUT
WD
DRIFT WIDTH
WP
WORKING POINT
WSTP
WATERSTOP
WWF
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.
GENERAL STRUCTURAL NOTES, LEGEND AND
ABBREVIATIONS
CAP
SEAL
036223
N•S S. B
Vif2AyiskgMl by Justin S Boggs
Date: 2023.10.06 16:42:06-04' 00'
PROJECT NO. 20176-265366
FILE NAME: S001STNT.rvt
SHEET NO.
S-1
ISSUED FOR BID

U)
0
U
LL
O
z
O
Q
N_
ry
O
2
H
Q
z
W
H
H
ry
W
H
H
O
2
H
H
U
W
O
ry
D-
ry
w
O
z
Q
ry
O
w
ry
Q
ry
O
w
J
O
m
W
Z)
W
m
O
H
H
O
z
W
ry
Q
z
Q
H
75
2
0
U
LL
O
ry
w
0-
0
ry
0-
w
F-
w
ry
Q
z
w
ry
w
0
w
Q
ry
O
D-
ry
O
U
z
W
_U
ry
W
C0
J
Q
z
O
U)
U)
w
w
O
ry
0-
m
w
0
O
ry
0-
U)
z
0
w
0
0
z
Q
C0
z
oW
w75;
0�U
w0
cn p
W W
Cf) W
W
2 =
J �
J z
Q W
2 75;
H Z)
co O
7>0
ow
U0
�w
�C/)
o�
w
Ory
ISSUED FOR BID

FREESTANDING BRIDGE CRANE
/-/ RA A KII IrA l - II'l rl'l\
I—
c
G
ccf)
G
U
LL
O
z
O
N_
O
H
Q
C
z
Lu
H
Lu
I—
I—
O
U
w
3
O
iY
o_
Lu
O
z
Q
O
LL
I—
Q
o_
O
Lu
J
O
C
z
n
W
U)
Z)
Lu
m
O
I—
F-
O
z
w
Q
0
z
Q
F-
2
U)
2
0
U
LL
O
F-
H
iY
w
0-
O
iY
o_
w
F-
Lu
Q
z
w
Of
w
0
w
Q
O
0-
iY
O
U
z
Lu
U_
Lu
J
Q
z
O
Lu
LL
O
o_
m
m
0
Lu
0
O
o_
z
0
U)
w
0
0
z
Q
z
o2
>>
W U
�O
Lu 0
I]f Lu
�U)
U) W
= W
0 �
Of 66
J F—
J z
a Lu
tzZ)
2 00
2LL
00
U
�U)
N CD w REV. DATE DRWN CHKD
O 0Y NO.
S-100 1/4" = 1'-0"
c
c"
c
c^
c
DESIGNED BY' S. NIRALA
DRAWN BY: P. DOUGLAS
SHEET CHK'D BY- J. BOGGS
CROSS CHK'D BY- D. HEISER
APPROVED BY- J. BOGGS
DATE: OCTOBER 2023
CDM
Smith
5400 Glenood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
NC F-1255
REMARKS
N
BYPASS
PI IMr-) CVTCAIT
#5(
EVE, I —
2 SECTION
S-100 1/4" = 1'-0"
4 SECTION 5 SECTION_
S-100 1/4" = 1'-01, S-100 3/8" = 1'-0"
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
#7@6" EW, T&B
T/ SLAB
o EL 1925.00
o -
oa
INV EL 1922.01
r d -
a4
d
00
d-
d
O
M d-
_ d a
2'-0"
4
(TYP)
_ x x ,d x x d
M
INV EL 1901.25
* GROUT AT OPENINGS
NOT SHOWN FOR
ih CLARITY
8" 2'_8" 1'_4" 2'_8„ 8„ 8'_0
O
' T/SLABEL 1894.0
d
LO
3 SECTION
S-100 1/4" = 1'-0"
57 NCDOT
)NE
�u. NON -WOVEN
GEOTEXTILE FABRIC
PUMP STATION 1
INFLUENT CHANNEL AND WETWELL
SECTIONS
uum
036223
= v• FNGINE�'Q�°e �
r o
Digif"emptig"'01by Justin S Boggs
Date: 2023.10.06 16:42:39-04'00'
PROJECT NO. 20176-265366
FILE NAME: SWZOOOPS.rvt
SHEET NO.
S-101
ISSUED FOR BID

U)
0
U
LL
O
z
O
Q
N_
ry
O
2
H
Q
z
W
H
H
ry
W
H
H
O
2
H
H
U
W
O
ry
D-
ry
w
O
z
Q
ry
O
w
ry
Q
ry
O
w
J
O
m
W
Z)
W
m
O
H
H
O
z
W
ry
Q
z
Q
H
75
2
0
U
LL
O
ry
w
0-
0
ry
0-
w
F-
w
ry
Q
z
w
ry
w
0
w
Q
ry
O
D-
ry
O
U
z
W
_U
ry
W
C0
J
Q
z
O
U)
U)
w
w
O
ry
0-
m
w
0
O
ry
0-
U)
z
0
w
0
0
z
Q
C0
z
oW
w75;
0�U
w0
cn p
W W
Cf) W
W
2 =
J �
J z
Q W
2 75;
H Z)
co O
7>0
ow
U0
�w
�C/)
o�
w
Ory
ISSUED FOR BID

W
U
Lu
Cl)
J
Q
z
O
W
LL
O
m
p
W
p
O
U
z
0
U)
W
p
p
z
Q
z
pW
W7>
>>
O�U
WO
cn p
Wry W
U)
U) W
� W
_ _
0
of 66
J F—
J z
Q W
= 7>
H Z)
co O
p
p LL
UO
LU
�U)
N =
W
0 0�
ISSUED FOR BID

W
U
Lu
Cl)
J
Q
z
O
W
LL
O
m
p
W
p
O
U
z
0
U)
W
p
p
z
Q
z
pW
W7>
>>
O�U
WO
cn p
Wry W
U)
U) W
� W
_ _
0
of 66
J F—
J z
Q W
= 7>
H Z)
co O
p
p LL
UO
LU
�U)
N =
W
0 0�
ISSUED FOR BID

U)
0
U
LL
O
z
O
Q
N_
ry
O
2
H
Q
z
W
H
H
ry
W
H
H
O
2
H
H
U
W
O
ry
D-
ry
w
O
z
Q
ry
O
w
ry
Q
ry
O
w
J
O
m
W
Z)
W
m
O
H
H
O
z
W
ry
Q
z
Q
H
75
2
0
U
LL
O
ry
w
0-
0
ry
0-
w
F-
w
ry
Q
z
w
ry
w
0
w
Q
ry
O
D-
ry
O
U
z
W
_U
ry
W
C0
J
Q
z
O
U)
U)
w
w
O
ry
0-
m
w
0
O
ry
0-
U)
z
0
w
0
0
z
Q
C0
z
oW
w75;
0�U
w0
cn p
W W
Cf) W
W
2 =
J �
J z
Q W
2 75;
H Z)
co O
7>0
ow
U0
�w
�C/)
o�
w
Ory
ISSUED FOR BID

SEE NOTE 1 °
z d
0
Z w d
wIL
H
J
U)c
co
m
°
°
C
co
Q
U
CO
0 U ff
z
0
Q
0
I—
z
w
w
0
2
H
i
U
ui
0
w
0
z
Q
Of
0
I—
Of
Q
0
w
CONTINUOUS
REINFORCEMENT
z OR LAP AS SHOWN
w
U)
Z)
w
m
0
H
0
SEE NOTES
2AND 3
CLASS "B"
TENSION LAP SPLICE
CORNER
z
° SEE NOTES
.a
U)
U 2AND 3
J °
a
in U)
0- _ b.
cn
cn Q d °
J
d -
SEE NOTE 1
INTERSECTION
WALL CORNER AND INTERSECTION REINFORCEMENT
q DETAIL
NTS
INITIAL CAST
TENSION LAP 3" CLEAR
(TYP)
-• •. - •• -
° a ,
6" PVC WATERSTOP. BOND
TO INTERSECTING WATERSTOP.
TERMINATE WATERSTOP AND
KEYWAY 8" BELOW TOP OF WALL
>-- SEE NOTE 1
z ROUGHENED JOINT
LU
1/4" FULL AMPLITUDE
Q
AS SPECIFIED
0
Q
NOTE: SECOND POUR SHALL BE 24 HOURS AFTER INITIAL POUR.
PARTIAL CONSTRUCTION JOINT
0
LL
E DETAIL
0
— NTS
w
0
w
w
Q
z
w
w
0
w
I —
Of
0
w
O
M
U
z
ui
U
>
w
W
J
Q
z
0
3/4"
SEALANT
BOND BREAKER TAPE
,"INT
cn PARTIAL CONTRACTION JOINT SEALANT
w
O
o_
j DETAIL
m — NTS
0
w
0
>
0
o_
cn
z
0STANDARD DETAIL NOTES:
U)
0
1.
BASIC SLAB/WALL/BEAM REINFORCEMENT AS SHOWN ON DESIGN DRAWINGS.
0
Q
2.
SIZE AND SPACING OF BAR TO MATCH WALL/BEAM REINFORCEMENT AS SHOWN
co
ON DESIGN DRAWINGS.
.z
w
3.
FOR ADDITIONAL BARS AT CORNERS AND INTERSECTIONS, SEE DESIGN DRAWINGS.
Ly0
4.
FOR DOWEL SIZE AND SPACING, SEE DESIGN DRAWINGS.
w
U)
5.
FOR WALLS, TERMINATE WATERSTOP AND KEYWAY 8" BELOW TOP OF WALL.
w
= w
J
J z
aw
tzZ)
C)
coo
�LL
00
U
rnU)
N CD w REV. DATE DRWN CHKD REMARKS
O 0� NO.
cn
z
Q
J
o_
w
o_
0
d ° 12" EXTENSION
UNO
° Q d
CLASS
TENSION LAP SPLICE
SKEWED CORNER
EXTEND 50% OF REINFORCING
THROUGH JOINT
(EVERY OTHER BAR, EF)
i d
° . ° SEE NOTE 4
0
a.
m Q O
Jz
°
Q 0 U 6" PVC WATERSTOP
>w
J
0
J
U za
LU ;a
0
- ° fla '�° ROUGHEN JOINT
1/4" FULL AMPLITUDE
AS SPECIFIED
4" STARTER WALL
d
-
NOTES:
1.
STARTER WALL MAY BE ELIMINATED AT JOINTS WITHOUT
WATERSTOP AT CONTRACTOR'S OPTION.
2.
PROVIDE ADDITIONAL REINFORCEMENT, EACH FACE, IN
BOTTOM PORTION OF WALL, WHERE NOTED ON THE
DRAWINGS. REINFORCING SHALL BE THE SAME SIZE AS
AND LOCATED HALFWAY BETWEEN TYPICAL HORIZONTAL
REINFORCEMENT.
WALL BASE CONSTRUCTION JOINT
g DETAIL
— NTS
CLASS "B" INITIAL CAST
CASE 1
TENSION LAP APPLY BOND BREAKER
CONCRETE ONLY
6" PVC WATERSTOP. BOND TO
INTERSECTING WATERSTOP.
\ TERMINATE WATERSTOP
BELOW TOP OF WALL
AL
N ° -� - - a - 9 - -
N SEE NOTE 1
- 4
+_7 _ . .,°
SEE NOTE 1 y J
TYPICAL BOTH
SIDES
NOTE: SECOND POUR SHALL BE 24 HOURS AFTER INITIAL POUR.
PARTIAL CONTRACTION JOINT
F DETAIL
NTS
LENGTH (PER PLANS)
NOTE: MINIMUM 10" SLAB UNLESS NOTED OTHERWISE.
GENERIC SLAB PLAN
K DETAIL
NTS
DESIGNED BY'
S. NIRALA
CDMi
BY:
P. S
SHEET CHK'D BY'
J. BOGGDRAWN
J. BOGGS
Smth
CROSS CHK'D BY'
D. HEISER
5400 Glenood Avenue, Suite 400
APPROVED BY'
J. BOGGS
Raleigh, NC 27612
DATE:
OCTOBER 2023
Tel: [phone]
NC F-1255
w
J
m
1
w
w
m
SEE NOTES 2 AND 3 SEE NOTE 1
6
SEE NOTES 2 AND 3
d
_ d
° a
CORNER REINFORCING
BAR
SIZE
LAP
LENGTH
#5
3'-0"
#6
3'-8"
#7
4'-6"
#8
6'-0"
#9
7'-6"
SECOND CAST APPLY BOND
BREAKER TO 1"o DOWELS
V-6" CLEAR
1" CLEAR
MINIMUM (TYP)
1 "IDx2" PLASTIC EXPANSION CAP
WITH 1" STYROFOAM INSERT. TAPE
TO BAR FOR WATERTIGHT SEAL
N
H
N
H
EXTEND HORIZONTAL
WALL REINFORCEMENT
TO 2" CLEAR AT JOINT
1"
SEALANT
BOND BREAKER TAPE
PREMOLDED JOINT FILLER
(SELF -EXPANDING CORK UNO)
a
p o
-MOLDED JOINT 1" PRE
MATERIAL
1"oxT-0" LONG DOWELS AT
V-6" CC, EF. ALIGN AND TIE TO
VERTICAL REINFORCEMENT
°9 _° - ° ° a a SEE NOTE 1
9" PVC WATERSTOP GREENSTREAK No. 709
OR EQUAL. BOND TO INTERSECTING
WATERSTOP. TERMINATE WATERSTOP 8"
BELOW TOP OF WALL
BASE SLAB/WALL EXPANSION JOINT
C DETAIL
NTS
SEE NOTE 1
w
Q SEE NOTES 2 AND 3
-d
LU X
Lu
LLI
L
INTERSECTION REINFORCING
BEAM/GRADE BEAM REINFORCING
G DETAIL
NTS
CLASS B TENSION LAP SPLICE LENGTHS
IN WALLS AND SLABS(INCHES)
BLACK STEEL
BAR SIZE
fc=4500 psi
TOP BARS
OTHER BARS
3
16
16
4
20
16
5
29
23
6
40
31
7
65
50
7*
43
33
8
81
62
8*
49
37
9*
60
46
10*
74
57
NOTES:
TENSION DEVELOPMENT LENGTHS
IN WALLS AND SLABS(INCHES)
BLACK STEEL
SIZE
fc=4500 psi
BAR
TOP BARS
OTHER BARS
Ldh
3
12
12
6
4
15
12
7
5
23
17
9
6
31
24
10
7
50
38
13
7*
33
25
13
8
62
48
14
8*
37
29
14
9*
46
36
15
10*
57
44
17
1. MINIMUM BAR SPACING = 6" ON CENTER.
2. MINIMUM CONCRETE COVER = 1", EXCEPT AS NOTED BY *.
* INDICATES MINIMUM CONCRETE COVER = 2"
3. A TOP BAR IS A HORIZONTAL BAR WHERE MORE THAN 12" OF FRESH CONCRETE IS
CAST DIRECTLY BELOW THE BAR. WHERE HORIZONTAL WALL REINFORCEMENT IS
UNIFORMLY SPACED IN A VERTICAL PLANE AT 12" MAXIMUM SPACING, LENGTHS
MAY BE AS FOR "OTHER BARS."
4. LENGTHS FOR BEAMS AND COLUMNS SHALL BE AS SHOWN ON THE DRAWINGS.
LAP SPLICE AND DEVELOPMENT LENGTHS
BLACK REINFORCING STEEL
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
BASIC SLAB REINF AS
SHOWN ON DESIGN DWGS
I
N
I
CRITICAL
SECTION
HOOKED BAR DETAILS
FOR DEVELOPMENT OF
STANDARD HOOKS
NOTES:
1. SAWCUT WIDTH 1/8" MINIMUM - 1/4" MAXIMUM.
2. SAWCUT DEPTH 1" MINIMUM - 1-1/2" MAXIMUM.
3. FILL JOINT TO FULL DEPTH WITH SELF -LEVELING
SEALANT. USE BACKER ROD OR BOND BREAKER
TAPE PER MANUFACTURER.
-a
'o ", ° _ _
d
CONTROL JOINT
p DETAIL
NTS
3' - 0" LAP
-
°el
°� •^ a �.
VAPOR BARRIER (TYP) 1 4 °
1
#4 @ 12"
(2)-#5
CONTINUOUS
9,
(LINO)
THICKENED EDGE SLAB
H DETAIL
NTS
No. 3 THROUGH No. 8
No. 9, No. 10 AND No. 11
No. 14 AND No. 18
STANDARD STRUCTURAL DETAILS I
m
m
w
Y00
U c) 0
= J Z:)
I— 0
m
U)
IF
036223
- �• F;yGINE''Q00 .
Gsr ......••o��,��'
/N S . 8
DigitallmiFliAii'by Justin S Boggs
Date: 2023.10.06 16:44:39-04'00'
PROJECT NO. 20176-265366
FILE NAME: SOOOSTDT.rvt
SHEET NO.
SD-1
ISSUED FOR BID

W
U
Lu
Cl)
J
Q
z
O
W
LL
O
m
p
W
p
O
U
z
0
U)
W
p
p
z
Q
z
pW
W7>
>>
O�U
WO
cn p
Wry W
U)
U) W
� W
_ _
0
of 66
J F—
J z
Q W
= 7>
H Z)
co O
p
p LL
UO
LU
�U)
N =
W
0 0�
ISSUED FOR BID

U)
0
U
LL
O
z
O
Q
N_
ry
O
2
H
Q
z
W
H
H
ry
W
H
H
O
2
H
H
U
W
O
ry
D-
ry
w
O
z
Q
ry
O
w
ry
Q
ry
O
w
J
O
m
W
Z)
W
m
O
H
H
O
z
W
ry
Q
z
Q
H
75
2
0
U
LL
O
ry
w
0-
0
ry
0-
w
F-
w
ry
Q
z
w
ry
w
0
w
Q
ry
O
D-
ry
O
U
z
W
_U
ry
W
C0
J
Q
z
O
U)
U)
w
w
O
ry
0-
m
w
0
O
ry
0-
U)
z
0
w
0
0
z
Q
C0
z
oW
w75;
0�U
w0
cn p
W W
Cf) W
W
2 =
J �
J z
Q W
2 75;
H Z)
co O
7>0
ow
U0
�w
�C/)
o�
w
Ory
ISSUED FOR BID

W
U
Lu
Cl)
J
Q
z
O
W
LL
O
m
p
W
p
O
U
z
0
U)
W
p
p
z
Q
z
pW
W7>
>>
O�U
WO
cn p
Wry W
U)
U) W
� W
_ _
0
of 66
J F—
J z
Q W
= 7>
H Z)
co O
p
p LL
UO
LU
�U)
N =
W
0 0�
ISSUED FOR BID

W
U
Lu
Cl)
J
Q
z
O
W
LL
O
m
p
W
p
O
U
z
0
U)
W
p
p
z
Q
z
pW
W7>
>>
O�U
WO
cn p
Wry W
U)
U) W
� W
_ _
0
of 66
J F—
J z
Q W
= 7>
H Z)
co O
p
p LL
UO
LU
�U)
N =
W
0 0�
ISSUED FOR BID

\A I wI wI \'J/ I w1 \/ 1 \"/ I
� u
0- c
r>
M
M
N f
O s
�^ N
� N £
G
E
C
H
z z C
LL
U Q �
v i
M Z S
04
c
c
Cf) £
� � s
0 � c
LL W c
w
X _ C
0
U
w
0
z
0
Q
N
0
_
Q
z
w
m
w
0
F
0
w
O
m
w
m
w
O
z
Q
m
0
w
m
Q
w
m
0
w
J
O
_
z
0
w
D
w
m
O
F
0
z
w
m
Q
0
z
Q
co
0
0
0
w
O
w
w
Of
Q
z
w
Of
w
_
0
w
Q
0
O
0
z
w
0
m
w
Cn
Q
z
0
Cn
V)
w
0
m
m
0
w
0
O
Ch
(I-
Cn
z
0
V)
w
0
0
z
Q
co
F—
z
w
U
0
0
w
U)
w
cii
F—
z
w
U
O
0
O
w
co
D
w
m
SYMBOLS (ABBREVIATIONS)
SYMBOLS (ABBREVIATIONS)
MISCELLANEOUS SYMBOLS
PROCESS PIPE IDENTIFICATION
—
M— --- M----- M____
PROCESS FLOW STREAMS GENERAL PIPE MATERIALS
UNCLASSIFIED. TYPE AS SHOWN ON
THE
DRAWINGS ADJACENT TO SYMBOL
PCV
MONORAIL OR HOIST
A ALUM AL ALUMINUM
TRACK ABOVE EQUIPMENT
AS AIR SCOUR ARV AIR RELEASE VALVE BS BLACK STEEL PIPE
GATE VALVE
(GV)
��
(PLAN VIEW)
BD BLOW DOWN AW AIR/VACUUM VALVE Cl CAST IRON
—gL' PRESSURE REDUCING REGULATOR (PCV)
BW BACKWASH BF BLIND FLANGE CPVC CHLORINATED POLYVINYL CHLORIDE
KNIFE GATE VALVE
(KG)
SELF CONTAINED
PIPE
AND FITTING SYMBOLS
BWW BACKWASH WASTE BFV BUTTERFLY VALVE CU COPPER
PCV
BWS BACKWASH SUPPLY CARV COMBINATION AIR RELEASE VALVE DI DUCTILE IRON
CA COMPRESSED AIR CONC CONCRETE FRP FIBERGLASS REINFORCED PLASTIC
GLOBE VALVE
(GLV)
DOUBLE LINE PIPING
SINGLE LINE PIPING
CAP COAGULANT AID POLYMER CV CHECK VALVE GS GALVANIZED STEEL
PRESSURE REDUCING REGULATOR WITH (PCV)
CIN CORROSION INHIBITOR DTNK DAY TANK HDPE HIGH DENSITY POLYETHYLENE
BALL VALVE
(BV)
EXTERNAL PRESSURE TAP
CL CHLORINE EL ELEVATION PCCP PRESTRESSED CONCRETE CYLINDER PIPE
K
rPPDCV
PROCESS PIPING:
DEC DECANT ELEC ELECTRIC POLYP POLYPROPYLENE
3—WAY BALL VALVE
(BV3)
DIFFERENTIAL PRESSURE REDUCING (PDCV)
3" PIPE & SMALLER
DECHL DECHLORINATION ELL ELBOW PPSTL POLYPROPYLENE LINED STEEL PIPE
DR DRAIN EOP EDGE OF PAVEMENT PVC POLYVINYL CHLORIDE PRESSURE PIPE
EFF EFFLUENT EQ EQUALIZATION RCP REINFORCED CONCRETE SEWER PIPE
REGULATOR WITH INTERNAL AND
EXISTING PROCESS PIPING
FAP FILTER AID POLYMER FD FLOOR DRAIN RUB RUBBER
SS STAINLESS STEEL
FAS FILTER AIR SCOUR FRP FIBERGLASS REINFORCED PLASTIC
EXTERNAL PRESSURE TAPS
FI FILTER INFLUENT GLV GLOBE VALVE STL STEEL
4—WAY BALL VALVE
BV4
( )
�-
FUTURE PROCESS PIPING
FE FILTER EFFLUENT GV GATE VALVE
FL FLUORIDE HFAC HARNESSED FLANGED ADAPTER COUPLING
ID INNER DIAMETER
--------
FIW FILTERED WATER
RECYCLE CONTROL VALVE
(RCV)
VALVE ACTUATORS
FM FORCE MAIN OR FLOW METER INV INVERT
PIPE JOINTS
— — — — —
--
PIPE BELOW SLAB
FTW FILTER —TO —WASTE LF LINEAR FEET
FW FINISHED WATER LSH LEVEL SWITCH HIGH FLG FLANGE
CONE VALVE
(CNV)
DIAPHRAGM, SPRING OPPOSED
— _
INF INFLUENT MAX MAXIMUM PE PLAIN END
MH MANHOLE
NAOH CAUSTIC SODA MJ MECHANICAL JOINT
MINIMUM
NEEDLE VALVE
(NV)
NH3 AMMONIUM SULFATEMIN
RJ RESTRAINED JOINT
MO MOTORIZED
DIAPHRAGM, SPRING OPPOSED
WELDED JOINT
NPW NON POTABLE WATER
MOD MODULATING
PINCH VALVE
(PV)
WITH POSITIONER
F OVERFLOW
PAPLANT MV MUD VALVE
DIAPHRAGM VALVE
DV
()
DIAPHRAGM, PRESSURE —BALANCED
FLANGED JOINT
PD PLANT DRAIN MX MIXER
NHW NORMAL HIGH WATER
POLN POLYMER
SIMPLIFIED
REPRESENTATION.
PW POTABLE WATER OR PLANT WATER NLW NORMAL LOW WATER
OD OUTER DIAMETER
BUTTERFLY VALVE
(gFV)
ROTARY MOTOR. (SHOWN TYPICALLY
(SEE NOTE 1 )
REC RECYCLED WATER PRV PRESSURE REGULATING VALVE
WITH ELECTRIC SIGNAL. MAY BE
P
RW RAW WATER PV PLUG VALVE
HYDRAULIC OR PNEUMATIC)
SEE NOTE
2
SAN SANITARY SEWER RD ROOF DRAIN
PLUG VALVE
(PV)
SD SANITARY DRAIN RED REDUCER
FLANGED JOINT
SHC SODIUM HYPOCHLORITE RFCV REVERSE FLOW CHECK VALVE
3—WAY PLUG VALVE
(PV3)
SOLENOID
_
(SEE NOTE 1 )
SL SLUDGE SCV SWING CHECK VALVE
SPL SAMPLE SG SLIDE GATE
CYLINDER, SINGLE —ACTING,
SSFM SANITARY SEWER FORCE MAIN SLG SLUICE GATE
SPRING OPPOSED WITHOUT POSITIONER
COUPLING FOR
SW SETTLED WATER SO SIDE OUTLET
I
OR PILOT.
GROOVED END JOINTS:
SWE SETTLED WATER EFFLUENT SU SURGE
TNK TANK
4—WAY PLUG VALVE
(PV4)
CYLINDER, DOUBLE ACTING, WITHOUT
POSITIONER OR PILOT
rO
OF FLEXIBLE
TSF THIOSULFATE
TW TREATED WATER TOC TOP OF CONCRETE
VT VENT TOW TOP OF WALL
RIGID
TYP TYPICAL
WG WEIR GATE
CHECK VALVE, GENERAL SYMBOL
(CV)
EXAMPLE OF CYLINDER
WHS WASH HOSE STATION
WITH POSITIONER
MECHANICAL JOINT
BACK FLOW PREVENTER
(BFP)
ANY CYLINDER THAT IS ASSEMBLED
—
(SEE NOTE 1 )
MECHANICAL GENERAL NOTES
WITH A PILOT SO THAT ASSEMBLY
E�
PUSH ON JOINT OR CAULKED
BALL CHECK VALVE
(BCV)
IS ACTUATED BY ONE CONTROLLED
_ _
BELL & SPIGOT JOINT
1. SIZES OF EQUIPMENT FOUNDATIONS AND EQUIPMENT PADS INDICATED ON THE DRAWINGS ARE APPROXIMATE. EXACT DIMENSIONS SHALL BE
INPUT. PILOT MAY BE POSITIONER,
(SEE NOTE 1 )
DETERMINED BY THE CONTRACTOR FOR THE EQUIPMENT FURNISHED.
DOUBLE DOOR CHECK VALVE
(DDCV)
SOLENOID VALVE, SIGNAL CONVERTER, etc.
S
C� FLOAT ACTUATOR
FLANGE
2. EXTERIOR PIPING IS SHOWN BOTH ON THE CIVIL YARD PIPING AND MECHANICAL PLANS.
x PLAIN END
PIPE COUPLING
3. DIELECTRIC COUPLINGS, FLANGES OR UNIONS SHALL BE INSTALLED AT ALL PIPE CONNECTIONS WITH DISSIMILAR METALS.
M
SOLENOID VALVE
(SV)
FLOAT ACTUATOR WITH PILOT VALVE
(FLANGE ADAPTOR)
4. MECHANICAL PLANS AND SECTIONS DO NOT SHOW ALL VALVES, GAUGES, SWITCHES, OPERATORS, DRAINS, VENTS, ETC. REQUIRED FOR THE
COMPLETE SYSTEM. CERTAIN SMALL DIAMETER PROCESS PIPING RUNS MAY NOT BE SHOWN IN THEIR ENTIRETY. GENERALLY SMALL PIPING IS
MOTOR OPERATED VALVE
(MOV)
PIPE COUPLING
SHOWN DIAGRAMMATICALLY IN THE PROCESS SCHEMATICS. FIELD ROUTE TO AVOID INTERFERENCES, SUBJECT TO THE APPROVAL OF THE
ENGINEER.
(SLEEVE -TYPE)
S
PIPING SYMBOLOGY
5. NOT ALL VALVE AND GATE OPERATORS ARE SHOWN (i.e. HANDWHEELS, CRANKS, OR LEVERS). OPERATORS SHALL BE LOCATED TO ALLOW
3-WAY SOLENOID VALVE
(SV3)
CONVENIENT OPENING AND CLOSING OF VALVES OR GATES. ORIENTATION OF OPERATORS SHALL BE SUBJECT TO APPROVAL OF ENGINEER. NO
FLEXIBLE COUPLING OR
VALVE SHALL BE INSTALLED WITH THE OPERATING STEM IN THE VERTICAL DOWNWARD POSITION.
TYPICAL EXAMPLES OF PIPING REPRESENTATION
-
�I�I�
EXPANSION JOINT
(SLEEVE TYPE)
6. PIPING SHALL BE INSTALLED SO THAT ANY PIPE, LAYER OF PIPING OR EQUIPMENT CAN BE REMOVED WITHOUT DISTURBING REMAINING PIPES
5
4—WAY SOLENOID VALVE
(SV4)
DOUBLE LINE FLANGED MECHANICAL
PIPING SHOWN ON JOINT PIPING
A ONE OR
IDENTIFYING
A
TWO LETTERS
THE TYPE.
AND SUPPORTS.
MECHANICAL DRAWINGS SHOWN ON
7. WHERE PIPES CHANGE DIRECTION FROM HORIZONTAL TO VERTICAL VIA A BEND, A WELDED OR CAST BASE ELBOW SUPPORT SHALL BE
REFER TO
MECHANICAL
7 7
g SPECIFICATIONS.
INSTALLED.
2" AND SMALLER DRAWINGS.
D
QUICK CONNECT COUPLING
(QCC)
SINGLE L INE PIPING PUSH -ON JOINT
SHOWN IN PIPING SHOWN ON
_ _
FLEXIBLE COUPLING OR
EXPANSION JOINT
8• THE NUMBER OF UNIONS AND OTHER TYPES OF DISMANTLING COUPLINGS SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL PROVIDE UNIONS
OR DISMANTLING COUPLINGS WHETHER THEY ARE SHOWN ON THE DRAWINGS OR NOT AT ALL EQUIPMENT CONNECTIONS, AT A MINIMUM OF
MECHANICAL MECHANICAL
EVERY 50' AND BRANCH LINES TO ALLOW CONVENIENT REMOVAL OF PIPING EQUIPMENT AND APPURTENANCES.
(BELLOWS TYPE)
DRAWINGS. PIPE DRAWINGS. TYPE
SLUICE GATE
(SLG)
MATERIAL VARIES AS SPEC
_
9. THE CONTRACTOR SHALL FURNISH, INSTALL AND TEST ALL PIPING IN ACCORDANCE WITH THE SPECIFICATIONS AND PIPE SCHEDULE.
DOUBLE LINE
FLANGE GUARD
RC
WELDED PIPING OR PCCP
GATE TAG EQUIPMENT TAG VALVE TAG
AND FLANGED Q - PIPING SHOWN ON
BULKHEAD GATE
(BHG)
VALVES SHOWN ON MECHANICAL
MECHANICAL DRAWINGS. TYPE
-
M
FLOW METER, GENERAL SYMBOL
(24"x36")—SO1—SG-04 SO1—G-02 SO1—BFV-01
—7—
— DRAWINGS AS SPEC
Z NUMERICAL INDICATOR LINDIVIDUAL INDIVIDUAL
UNIQUE NUMBER ASSIGNED EQUIPMENT NUMBER VALVE NUMBER
VENTURI FLOW METER
TO EACH GATE USED
(OPTIONAL IF NO SCHEDULE) EQUIPMENT TYPE VALVE TYPE (I.E.
DIRECTION OF FLOW
DESIGNATION BUTTERFLY VALVE)
3D SYMBOLOGY
I AT
SLIDE GATE (SG)
EXISTING FACILITIES
EXISTING FACILITIES DEMOLITION SYMBOLOGY AND
ABBREVIATION INDICATING PROCESS FLOW STREAM PROCESS FLOW STREAM
TYPE OF GATE, i.e. SLIDE,
SYMBOLOGY AND ANNOTATION ANNOTATION
NUMBER NUMBER
SLUICE, WEIR SLUICE GATE,
1 "-P-CU 1 "-P-CU
VALVE SYMBOLS
OR STOP PLATE PIPE TAG
WEIR SLIDE GATE
(WG)
PROCESS FLOW STREAM
NUMBER —0--- —12"—BWW—CI—
"`'
BALL VALVE (BV)
FLAP VALVE
(FLV)
DEMOLISH EXISTING
SO 1-GV-01
GATE SIZE (OPTIONAL
IF NO SCHEDULE)
12"-PW-DI
BUTTERFLY VALVE (BFV)
I I
MUD VALVE
(MV)
12"x12" TEE
PIPE AND FITTING SYMBOL NOTES
PLUG VALVE (PV)
3/4"—AQA—CPVC (3) 3/4"—SHC—CPVC
Y—STRAINER
�:H11CAR0���i�4
1. SIMPLIFIED JOINT SYMBOL IS USED FOR ALL SINGLE LINE PIPING SHOWN
��
ON THE INTERIOR AND EXTERIOR PIPING DRAWINGS.
��` .••••••••.
(3) 3/4 SHC CPVC
2. BOTH SIMPLIFIED AND COMPLEX JOINT REPRESENTATIONS MAY BE SHOWN
ON THE DRAWINGS.
GATE VALVE (GV)
�•;
GENERAL NOTE,ao,„oPoo°„oL
NUMERICAL INDICATOR PIPE MATERIAL SEE
THIS IS A STANDARD LEGEND. FOR MULTIPLE IDENTICAL ABBREVIATIONS AND
3. UNLESS MODIFIED BY THE GENERAL PROJECT NOTES OR DETAILED ON
CHECK VALVE (CV)
SOME SYMBOLS MAY NOT APPEAR FLOWSTREAMS DEFINITIONS (OPTIONAL) �� �.••c��yG1N���•.�,��vv`
THE LAYOUT AND SCHEMATIC DRAWINGS PIPE AND FITTING JOINT
ON THE DRAWINGS. NOMINAL PIPE SIZE PROCESS FLOW STREAM '�i�S •'••••••••'•
�''�ii��A41
REQUIREMENTS FOR THE VARIOUS PIPE MATERIALS ARE DEFINED IN THE
SEE PROCESS FLOW
i
SPECIFICATIONS.
DOUBLE DOOR CHECK VALVE (DDCV)
STREAM ABBREVIATIONS �0�R\\``\
DESIGNED BY: K. DAVIS
DRAWN BY: S. BHOSALECDNI
SHEET CHK'D BY: K. DAVIS
CROSS CHK'D BY: C. FRIZZELL
APPROVED BY: C. FRIZZELL
Smith
4600 Park Road
Charlotte, NC 28203
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
PROCESS MECHANICAL SYMBOLOGY
PROJECT N0. 20176-265366
FILE NAME: MOO NFLG.dwg
SHEET NO.
_
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DATE: OCTOBER 2023
Tel: [phone]
Q
Q
Q
ISSUED FOR BID

cn
7
0
U
LL.
O
z
O
F-
Q
N_
w
O
a
z
w
F—
F—
w
F—
D
O
F—
U
w
O
w
w
w
w
O
z
Q
O
LL-
Q
f
O
w
J
O
Z
W
U)
D
W
m
O
F-
O
Z
w
a
0
z
Q
7
cn
7
0
c>
w
O
ry
w
w
O
n,
w
w
w
ry
Q
z
w
n,
w
0
w
Q
CY
O) O
3 w
ry
O
v
U z
O
_O L
U
in >
C� w
cwi)
0
� J
O Q
� z
� O
O cn
cn
w
MLo
W
CD O
NI W
O W
i
O Q�
N
N �
C W
N
U >
O
O
w
O
-0 Cf)
m z
o O
U �
p w
Cl) r-)
C �
� z
EL Q
a cn
o Z
o p LEI
gLLJ:>
Cl) Y>�
N O C U
NO O W Q
0) O LJ
N_ j
cco'o °' g cwn
E °' caw
U co —
Z Z m w LL a 0 J
Jz
��
ag<w
m_�
Cl) Z N�/�
L L
co 0
cn E u Q
C
0 M LL
U E O
to M N r� w
LL O N cn
Lu O N W
X U O w
ISSUED FOR BID

TO FLOW METER
VAU LT
0
U
0
z
O
Q
N
0 20"x8"xTEE
D
Q
w 20"-FM-DI(MJ)
o S08-PV-12
O
w
0
0 I
O
LL-
� IQ
0
Ld 20"x10" TEE
o (TYP OF 5)
o I
w
cn
w I
m
w I
m
Q
I cn
F
W
O
� 1
_ -103
I
W
Q
�
�
S08-PV-11
!6 5
-106 /—8" SWR-DI(MJ) - 006
3
-105 -105
HII� - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - --• - - - - - - - - - - - - - - - -�
FUTURE
84"x6O" HATCH
(ABOVE)(TYP)
"'fS08-PV-04
10" BLIND FLANGE
I\\
I
I
I
r--1I
T—
r
I — — — — — — — —
LJ
`\
I
S08-CV-03
I
----
1
/
S08-CAV-C
3
— — — — — — — —
— — — — — — — — J
10" BLIND FLANGE
m
i�iii
4"-DR-DI(MJ)
---------�----
S08-LSHH-02
S08-LSLL-02
S08-PSH/PI-03
S08-PV-02 S08-1`SH/PI-02
F—--------------
I \\ I S08-CV-02 8-CAV- 2
I \\
I \\ I
I \\ I 4"-DR-DI(MJ) S08-LSHH-01
I \\ I S08-LSLL-01
I \\ I
DISMANTLING JOINT 1 C22 �/
%// ________ _________ ____________ - - - - -�- -
�'
(TYP OF 4) D 4" FLG x MJ
WALL PIPE (TYP)
__1____
77 �17
I
6"
MIN.
10"x90* BEND (SR)
(TYP OF 3)
oil
in
S08 CAV 01
FUTURE
84"x6O" HATCH
(ABOVE) (TYP)
---------�
1 \
I
'1
S08-SG-22
36"X36" SLIDE GATE
---
WET WELL B
i
i
1
I
I (TYP OF 4) S08-G-12
L-L-�'
---------J--------
---
INFLUENT
Ire ------- —�
�`
I
---
BAFFLE
48"X48"
I
�
I
SLIDE GATE
----------J
I I ;
I I ,
I I ,
I I ,
I I
I I I
I I I
I
I
I I �
Ir\\--------� i I I
/ I I
--- I I
WET WELL A
I I I S08-G-1 1
--- I I S08-SG-12
SUMP DISCHARGE FROM
FLOW METER VAULT
SEE CIVIL DRAWINGS
FOR CONTINUATION
2"-PVC
2" MJ x PE C
WALL PIPE D-1
II
S08-SG-21 ++
I I
I I
I I
I I
\ I I
I
I
I
I
I �
I
�'—--------
I , I
S08-SG-1 1 I --+-
I I 1 I
I I 1 I
I I 1 I
I I I I
I I
c\1 ----- I I
S08-PV-01 S08-PSH/PI-01 D 10" FLG x MJ 16" TALL BY 32" WIDE
MD-1 WALL PIPE (TYP) S08-P-01
S08-CV-01 S08-PV-05 PUMP 1 PORT (TYP OF 4 )
J 0
a 2
U z
o -104
0 20" CAP
>
cn
w
o Q D 10" FLG x MJ
0 o D-1 WALL PIPE (TYP)
V)
M
LO
W
Li
N1
O
m
O
N
�
m
N
U
0
W
U
o
O
.�
m
m
0
-0
m
cn
z
o
U
O
0
cn
W
M
0
C
c
o
0-
a
Q
o<
0
z
0
3
�'�
Uj 6�
N
O
j
W 0
J
=
CD
z Q
f6
E
LL
cn QY
Q
J
wag
Qw
v 2 co
:5
N Q
~ U
cf� 1i
E
CnO
0
/
i
Li �
L
°�'
N co
REV.
w �
?
O z
N0.
DATE
DRWN
CHKD
Xcov
@mw
10"x8" RED (CONC)
66
Il ill
II
S08- SH/PI-05 I \
S08-PRV-01
I � I
I/ \I
--------------- —y
60"x48"' HATCH
(ABOVE)
6
N106
I
I
I
8" FLG x MJ D
a 1
WALL PIPE MD-1
I
i
II________ ________________________________{ATM
- - __—_—__—__—__--__—_--__—_—_—_—_—_—_—_—_—_—_— �_______--------------------------------- 11�I JI
I �- - ---------
I-----------------------------------------I-
i
TIDEFLEX TF-2
CHECK VALVE
(TYP OF 2) CONCRETE E
ENCASEMENT SD-
DESIGNED BY: K. DAVIS S. BHOSALE CDM
DRAWN BY:
SHEET CHK'D BY: K. DAVIS Smith
CROSS CHK'D BY: C. FRIZZELL
C. FRIZZELL 4600 Park Road
APPROVED BY: Charlotte, NC 28203
REMARKS DATE: OCTOBER 2023 Tel: [phone]
LOWER
PLAN
3/8" = 1'-0$'
5
-106
4
-105
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
3
v
5
d v
8" MJ x PE C
WALL PIPE MD-1
SEE CIVIL DRAWINGS
FOR CONTINUATION
36"x36" HATCH
(ABOVE)(TYP)
30" PE x MJ C
WALL PIPE MD-1
30" SWR-DI(MJ)
FROM REEMS CREEK
INTERCEPTOR
1
-103
B
S08-LSH-1 1 ID-1
NOTES:
1. ALL BURIED PIPING SHALL BE INSTALLED WITH
RESTRAINED JOINTS.
2. USE TYPE 316 STAINLESS STEEL FASTENERS WITH
BRASS NUTS AND TYPE 316 STAINLESS STEEL
WASHERS FOR EQUIPMENT.
PUMP STATION 1
LOWER PLAN
2
-104
\\` ,�`-\ R04 ////
P „vAo,
PROJECT NO. 20176-265366
FILE NAME: M 101 PSPL.DWG
SHEET NO.
M-101
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
Fr-
o
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
+
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
/
3
g
s
c
0
s
0
/
e
e
2
0
±
2
c
/
e
\
J
a
E
c
LLJ
c
/
4
e
c /
\ /
= o
n J
/ Q
§ ©
7 s
= e
LLJ
\ <
0
\ Ld
2 0
/� ƒ
\
\ d
n c
\ >
g ©
» E
% E
M /
\ 0
6 /
n c
> \ /
co<
@ < g
2 o \
/562
\\\�
�\%®/
ya2/�
/\k�/
/°ƒ® /
E 00
L) \pe
z < % ®..
z g
LL
\ \
7 = = Is
\ 2 ) e e
G
\� \ E u) /
§ M2s
O 7 E / o
N Co
Ly Cl
> a
lxl� 3 \ @ /
ISSUED FOR BID

F—
V)
7
p
U
LL.
0
z
0
F—
Q
N_
cy
O
Q
z
w
F—
F—
cy
w
F—
F—
D
0
F—
F—
U
w
O
cy
w
cy
w
F—
O
z
Q
cy
0
LL.
cy
Q
n
cy
0
w
J
O
Z
p
w
D
w
m
O
F—
O
Z
w
Q
p
z
Q
cn
7
p
U
L-
0
cy
w
w
O
w
w
w
ry
Q
z
Lw
ry
w
p
w
Q
cy
0) O
3 w
U O
cn U
U) z
n —
M
_O Lj
U
>� L'
Ld
� J
O Q
Z
� O
O cn
V)
M
w
LO
co 0
NI r�'
O n
O m
N
N p
w
N p
U >
O
O
i6 w
O
m z
o O
U �
p w
M p
c p
Z
0 p Q
LO Q cn
� U �
N O z
w
ao 0 7;
M 3 >>
N O Q' U
NO a)w
-0 U)
M O w p
co0) LL,
E °' c w �
U io
Z Z m
LL U)Q J
( JZ
a g <w
v 2 M =�
N Z N F--
U
v)� co
E �o
o�M�LL
U E �O
L
to co � co w
LL (nN CO
N w
X 3 U O'y
0
REV.
I DATE I DRWN I CHKD
REMARKS
DESIGNED BY:_
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY: —
DATE:
K. DAVIS
S. BHOSALE
K. DAVIS
C. FRIZZELL
C. FRIZZELL
OCTOBER 2023
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
BRIDGE CRANE
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
TOS EL. 1944.31 '
PUMP STATION 1
SECTIONS I
PROJECT NO. 20176-265366
FILE NAME: M103PSSC.DWG
SHEET NO.
M-103
ISSUED FOR BID

F-
V)
7
p
U
LL.
O
z
O
F-
Q
NFr-
o
F—
Q
z
w
F-
F-
CY
w
F-
D
O
F-
U
w
O
CY
w
CY
w
O
z
Q
CY
O
LL.
CY
Q
n
CY
O
w
J
O
Z
p
W
D
W
m
O
F—
O
Z
w
Q
p
z
Q
cn
7
p
0
p
w
Q
CY
0) O
3 w
U O
cn U
U) z
n —
_O LLi
U
in >
C� CY
LLJ
� J
0 Q
z
� o
o
V)
O W
M W
co O
NI w
O �
O m
N
N p
W
N p
U >
c O
0
w
0
m z
o 0
U �
p w
Cl) p
c p
Z
0 p Q
Lo
U
N 0 z
0
ao
w
M 3 >>
N y W' U
No 0 wO
-0 U)
rn 0 wp
N j �
0-) : W
N N W
u � J -F �
(6
o Q m
m Z p J(n
Q Q W
2 N =�
N Z N
U
I E cn0 c
p m LL
U E C)O
L
0 co N cow
LL (n U) CA Co
Cl D
N W
X 3 U O'y
ISSUED FOR BID

F-
V)
7
p
U
LL.
O
z
O
F-
Q
NFr-
o
F-
a
z
LLI
F-
F-
CY
Ld
F-
D
O
F-
U
Ld
O
CY
n
CY
LLI
O
z
Q
CY
O
LL.
CY
Q
n
CY
O
Ld
J
O
Z
p
Ld
D
LLI
m
O
F-
O
Z
LLI
a
p
z
Q
cn
7
p
0
L-
O
CY
LLI
n
O
n
Ld
LLI
ry
Q
z
LLI
ry
Ld
p
LLI
Q
CY
0) O
3 n
-q w
U O
cn U
U) z
n —
_O Ld
U
in >
C� CY
LLJ
� J
O Q
z
� o
o
V)
Cl)Lo
Lv
co O
NI r�l
co n
O m
N
N p
Ld
N p
U >
O
O
n
O
m z
o U
U �
p LLJ
M p
c p
Z
rn p
Q
�? a cn
Q 0 z
p LLI
LLI
M 3 >>
N (n Q' U
NO a) Ld
U)
M O LLJ p
c °' g � LL'
E °' c w �
U co
Z Z m CY
LL a J
Jz
U a g Ld
m
Cl) Z N �
co
I E u)0 c
p m LL
U E �O
L
ri LLI
LL O N Co
N W
X -(Jo U O'y
ISSUED FOR BID

p
W
Q
CY
0) O
3 n
-q ry
U O
cn U
U) z
n —
_O Li
U
in >
C� CY
V)
0
� J
0 Q
z
� O
O V)
V)
Cl)
W
co O
NI ry
co W
O m
N
N p
W
N p
U >
c O
o ry
n
0
-0 V)
M z
o CD
U �
n W
M p
c p
z
p Q
0 Z
ao � W
7
Cl) 3 >>
N or� U
No 0 W O
-0 cn
rn 0 Wp
N j �
0-) :5 W
N W
u � J -F �
(6
0 Q m
M z p (n
J
Q ELQ W
2 N =�
N Z N
Co U
CI E ��
0 M LL
U E CO
L
(ry M (L) M W
LL (n N (n
N W
X 3 U OO 'y
ISSUED FOR BID

F-
V)
7
p
U
LL.
O
z
O
F-
Q
NFr-
o
F-
Q
z
w
F—
F—
CY
w
F-
D
O
F-
U
w
O
CY
w
CY
w
O
z
Q
CY
O
LL.
CY
Q
n
CY
O
w
J
O
Z
p
W
D
W
m
O
F-
O
Z
w
Q
p
z
Q
cn
7
p
0
L-
O
CY
w
w
O
w
w
w
ry
Q
z
w
ry
w
p
w
Q
CY
n
w
vi O
0- U
> z
ti
_O LLi
U
in >
C� CY
LLJ
� J
0 Q
z
� o
o
V)
O W
MLo
W
co O
NI r�l
co n
O m
N
N p
W
N p
U >
0
O
w
0
m z
o 0
U �
p w
M p
c p
Z
p Q
0 0 z
�
w
g
M 3 >>
N y W' U
No 0 wO
co 0 wp
N j a�
0-) : W
U)
N N W
0
co
0 Q mCY
m Z J
p (n
77
Q Q W
N =
Cl) Z N S
U
co
I E cn0 c
p � m 5 LL
U E 0O
L
0 co N cow
LL N Co
N W
X U O'K
ISSUED FOR BID

77
CD
Cl)
N
0
� N
0) 0')
E
E
H
U Q
LZ
U
U Q
v �
M Z
N Q
CI
0 �
U �
in co
L
Lu
XCO
cn
.z
ow
w�
>�
w U
coO
W
[if W
cn C/)
W
C� ~
ry
J C/)
Q Z
w
_7
� U
C/) O
0
LL.
O
O
Ld
o C/)
N �
Ory
ISSUED FOR BID

F-
V)
7
p
U
LL.
O
z
O
F-
Q
NFr-
o
F-
a
z
w
F-
F-
CY
w
F-
D
O
F-
U
w
O
CY
w
CY
w
O
z
Q
CY
O
LL.
CY
Q
n
CY
O
w
J
O
Z
p
W
D
W
m
O
F-
O
Z
w
a
p
z
Q
cn
7
p
U
L-
O
CY
a, w
3 w
O
n
o w
C/) w
0-
0
_
N
W
ry
� Q
a Z
U _
O LLJ
w
w
(6 p
U W
C F--
(6 Q
L ry
N O
n
co w
� O
U U
o z
^L
LL
L W
in >
ry
LL w
U
N J
O Q
Z
a V)
Lu Iw
U O
O w
LL
0 m
Z
a p
Cf) w
0 p
w >
O
> w
n
Lu
Q Z
Lu O_
w
(D p
M p
� Z
N Q
0- O
N
o z
N N p W
U W
ID c > Z
u M � U
O
N E Cl) p
W
E N W
O N W
U �
E U U ~
O ~ 0
00 U J (n
Lu w U J z
-jg Qco w
N O w
04
U
Cf) CO � cn 0
O
U m 0O
L
(1) Co � co w
LL U N Co
Lu Cl D
U N W
X -coi U O'y
ISSUED FOR BID

2
0-
m
E
Cl)
N
M0
N
N �
NI N
U
N
o E
U H
U Q
Z z
co X
U Q
N Q
0 g
0
��
in co
LL (n
W
Xco
ISSUED FOR BID

C) 12>,
o MAX
z
0
Q
N
m
0
= I
� I
Q �
E
w
_
~ ALLOW SUFFICIENT CLEARANCE
FOR INSTALLATION AND REMOVAL
0 OF BOLTS AS RECOMMENDED BY
PIPE MANUFACTURER.
12"
nl nnu I
PIPE DIAMETER AND
o MATERIAL VARIES.
w
0
z
Q
m
0
Q INTERMEDIATE FLANGE/WATER
w STOP REQUIRED WHEN ONE OR
m BOTH SIDES OF THE WALL ARE
0 WET (SUBMERGED CONDITION)
w
o GALVANIZED STEEL WALL SLEEVE.
DIAMETER AS RECOMMENDED BY
SEAL MANUFACTURER
Z
0
w
cn
w
m
0
MECHANICAL SEAL. WHERE PIPE
o PASSES THROUGH FIRE RATED
WALLS, MECHANICAL SEALS
ilf SHALL BE FIRE RATED
Q ASSEMBLIES
0
z
Q
_
co
0
0
w
0
m
m
w
_
w
m
Q
z
w
m
w
0
w
I—
Q
m
0
m
ALLOW SUFFICIENT
CLEARANCE FOR
INSTALLATION AND
REMOVAL OF BOLTS
AS RECOMMENDED BY
PIPE MANUFACTURER.
PIPE DIAMETER AND
MATERIAL VARIES.
T
1/3T 1/3T
1/3T
04
do
I
I I
I I I
I I
o D o D DO D O
SEE LEFT
CASTING WITH NON -FLUSH JOINTS
DETAIL A
NTS —
II I II II
II I I II
+_ — —I—
II I II I II
I I II I II
WALL SLEEVES
INSTALLED IN BRICK,
CMU OR CAVITY WALLS
SHALL BE GROUTED IN
PLACE WITH MASONRY
MORTAR.
PIPE DIAMETER
AND MATERIAL VARIES.
WALL SLEEVE WITH MECHANICAL SEAL FOR
CONCRETE, BRICK CMU OR CAVITY WALLS
DETAIL KE
NTS —
PIPE DIAMETER AND
MATERIAL VARIES —
(Ifo ALLOW SUFFICIENT CLEARANCE
0 FOR INSTALLATION AND REMOVAL
z_ OF BOLTS AS RECOMMENDED BY
PIPE MANUFACTURER.
Li
0
W
cn
Q
Z
O
V)
w
w
0
m
m
m
0
w
0
>
0
m
m
w cn
� z
0 w
0
ao
rn 0
3 z
v Q
co
m >�
UO
o
rot w
u zl2 0
W
a�
$ N Cn
COD
cn
Z
Q
w
NI Z
0
.
- m cow
REV.
NO.
DATE
DRWN
CHKD
XJU Om
/ <
I \
p \ F—
o I
° I'7
FOR WALL PIPE WHICH ARE
NOT SET FLUSH WITH THE
WALL OR FLOOR BUT EXTEND
THROUGH THE WALL OR
FLOOR THE INTERMEDIATE
FLANGE/WATER STOP SHALL
BE LOCATED IN THE MIDDLE
THIRD OF THE WALL OR
FLOOR SLAB.
FLANGE x PLAIN END FLOOR PIPE
DETAIL ri
NTS —
REMARKS
DESIGNED BY:_
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY: —
DATE:
FOR WALL PIPE WHICH ARE
NOT SET FLUSH WITH THE
WALL OR FLOOR BUT EXTEND
THROUGH THE WALL OR
FLOOR THE INTERMEDIATE
FLANGE/WATER STOP SHALL
BE LOCATED IN THE MIDDLE
THIRD OF THE WALL OR
FLOOR SLAB.
FLANGE SHALL BE DRILLED
AND TAPPED FOR STUD BOLTS
T
1/2T 1/2T
FLANGE SHALL BE
DRILLED AND TAPPED INTERMEDIATE
FOR STUDS FLANGE/WATER STOP
PIPE DIAMETER CLEAN OPENING OF
AND MATERIAL DEBRIS AND APPLY
VARIES BONDING AGENT TO DRY
AND CLEAN SURFACE
PRIOR TO PLACING GROUT
CUT IN
EXISTING OPENINGWALLOR �L�I I �I NON —SHRINK GROUT
FLOOR SLAB AS �'
REQUIRED FOR NEWj j EXISTING CONCRETE
WALL PIPE WALL OR FLOOR SLAB
WALL PIPE TO BE INSTALLED
IN EXISTING WALLS OR FLOOR SLABS
DETAIL B
NTS —
PIPE DIAMETER AND MATERIAL VARIES GALVANIZED STEEL FLOOR SLEEVE.
DIAMETER AS RECOMMENDED BY SEAL
PIPE CLAMP MANUFACTURER
MECHANICAL SEAL
0 o FINISHED FLOOR
2" OR AS OTHERWISE SHOWN --T--
FLOOR SLABf
NOTE: INSULATED PIPING: INTERRUPINSULATION AT BOTH SIDES OF SLINSTALL INSULATION FLUSH WITH SL
AFTER WATER TIGHT INSTALLATION OF INTERMEDIATE FLANGE/WATER
MECHANICAL SEAL STOP SHALL BE LOCATED IN THE
MIDDLE THIRD OF THE FLOOR SLAB
FLOOR SLEEVE WITH MECHANICAL SEAL
DETAIL F
NTS —
INSIDE —OUTSIDE
HANDLES AND
PADLOCK HASPS
VINYL GRIP
AUTOMATIC HOLD —OPEN
ARM
O
0
0
FALL PROTECTION —
GRATING
RECESSED HANDLE
LIFTING MECHANISM
HOUSING
SINGLE LEAF HATCH
PIPE DIAMETER AND
MATERIAL VARIES —
PIPE CLAMP
04�__
FLOOR SLAB
INTERMEDIATE
FLANGE/WATER STOP — — -
SHALL BE LOCATED IN —
THE MIDDLE THIRD OF
THE FLOOR SLAB
NOTE: INSULATED PIPING:
INTERRUPT INSULATION AT BOTH
SIDES OF SLAB INSTALL
INSULATION FLUSH WITH SLAB
AFTER WATER TIGHT INSTALLATION
OF MECHANICAL SEAL
ALUMINUM
DIAMOND
PLATE
INTERMEDIATE
FLANGE/WATER STOP
PIPE DIAMETER AND
MATERIAL VARIES
RETAINER GLAND
T T
1/2T 1/2T 1/2T 1/2T
Q Q n D
D
D
RETAINER GLAND / II
._. a
6"
MIN. D
LINO
NOTE: FURNISH RESTRAINED MECHANICAL JOINT WHERE
INDICATED ON THE DRAWINGS OR SPECIFIED
MECHANICAL JOINT x PLAIN END WALL PIPE
DETAIL C
NTS —
—GALVANIZED STEEL FLOOR SLEEVE
DIAMETER AS RECOMMENDED BY
SEAL MANUFACTURER
FINISHED FLOOR
D .v
a
o.
MECHANICAL SEAL FOR
FIRE RATED AREAS, FIRE
RATED SEAL ASSEMBLIES
SHALL BE INSTALLED AT
TOP AND BOTTOM
FLOOR SLEEVE WITH DUAL MECHANICAL SEAL
DETAIL KOG
NTS —
HATCH NOTES:
1. ALUMINUM HATCHES TO BE SUPPLIED WITH STAINLESS STEEL HARDWARE.
2. ALL HATCHES TO BE SUPPLIED WITH SAFETY CHAINS. CORNER POST WITH
FLOOR INSERTS MUST ALSO BE PROVIDED FOR SINGLE LEAF HATCHES.
3. ALL HATCHES TO BE SUPPLIED WITH HIGH SECURITY DETENTION LOCKS.
4. HINGE PINS SHALL NOT BE ACCESSIBLE WHEN THE HATCH IS IN THE
CLOSED POSITION.
K. DAVIS
CDM
S. BHOSALE
K. DAVIS
Smith
C. FRIZZELL
C. FRIZZELL
4600 Park Road
Charlotte, NC 28203
OCTOBER 2023
Tel: [phone]
DETAIL rj*,*�
NTS —
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
DOUBLE LEAF HATCH
INTERMEDIATE
FLANGE/WATER
STOP
PIPE DIAMETER AND
MATERIAL VARIES
0
„A-
66„
MIN. MIN.
UNO UNO
NOTE: FURNISH RESTRAINED MECHANICAL JOINT WHERE
INDICATED ON THE DRAWINGS OR SPECIFIED
MECHANICAL JOINT x FLANGE WALL PIPE
DETAIL D
NTS —
EXISTING
CONCRETE WALL
II I I II
II I I II
II I I II
II I I II
II I I II
MECHANICAL SEAL
BOTH SIDES OF WALL
PIPE DIAMETER AND
MATERIAL VARIES
CORE DRILL OPENING
—DIAMETER AS REQUIRED
BY SEAL MANUFACTURER
CORE DRILLED OPENING WITH DUAL MECHANICAL
SEAL THROUGH EXISTING CONCRETE
DETAIL H
NTS —
MECHANICAL DETAILS I
•�pFESS/0;1;••
�,yeGi fr-�, s�9A,3ooa
v.,37°'�`"""" _
c� —
i-7• i V�
�/lllllllllll\1�
PROJECT NO. 20176-265366
FILE NAME: MDO1 NFDT.DWG
SHEET NO.
MD-1
ISSUED FOR BID

3"x3/4" SS
n A n C= A n
co
0
0
LL
O
z
0
Q
N
0 3"x3/4" S
Q
z
w
F-
3: 3/4" SS BOLT Al
= EXPANSION ANCHI
0
w
0
W
O
z
Q
m
0
w
m
Q
0
w
J
0
z
0
w
cn
w
m
O
0
z
� W
3 m
-a Q
0 0
z z
N
O =
0
/ cn
0
0 :5
Q 0
0 O
O w
j 0
W
U W
O
U W
� m
U Q
O
L
a Z
w
o w
a� o
41
w
Q
U 0'
a� o
'o m
L
O
/ U
z z
a —
w
w v
O w
W
cn
0 J
z Q
Q z
U) O
d cn Z_
w w
J u-
J O
> 01� 00
w
w m
� 0
w
I o
>
M REMOVABLE TYPE 316 SS
cn HEAVY DUTY WIRE MESH SCR
LO o N z 1 /2" MAX SQUARE OPENING
0
cn
N W
0 0 0
N c Q
^, ON (n
z
rn 04 cn
v rn >>
E 2 w�
Q; 0 cn
o
E 0 w0
~ Lij
U cn (n
N Q 0 = =
N z 0 CD I
oI< jm
vi
J I
U z <w
�i E
z T 'E o
LL--a ° c0
6 U m w
w j N REV. DATE DRWN CHKD
xx -i O � N 0.
4" PIPF on 4"
VERTICAL PIPE SUPPORT
DETAIL A
NTS —
'4" NEOPRENE
D
2—NO.4, EF
NO.4, VERT
NO.3, 12" 0(
�R CONC SLAB SET NO.4
REINFORCING BAR IN EPDXY GROUT
CONCRETE PIPE SUPPORT
DETAIL rc
NTS —
AIR VENT WITH INSECT SCREEN
DETAIL rF*'�
NTS -
REMARKS
EAR
FE:
D = DISTANCE FROM WALL
SHOWN ON PLAN OR SECTION
19" UNI F'�,� nTHFRWI'�F
DESIGNED BY:_
DRAWN BY:
SHEET CHK'D BY:.
CROSS CHK'D BY:
APPROVED BY: —
DATE:
SECTION A
NTS -
\7
JLL ULI/11L V
SECTION KB
NTS -
NOTE:
* DIMENSION PER PUMP MANUFACTURER
WET WELL GROUT FILLETS
DETAIL B
NTS —
STEEL DISK/
DEBRIS COVER
SLAB `6" CAST IRON
/ LOCKING COVER
�i
SLEEVE COLLAR / 6" DI FABRICATED WALL
SEE NOTE 1 SLEEVE BELL x PE WITH
COLLAR
NOTES:
1. REINFORCING BARS IN CONCRETE SHALL MAINTAIN 2" CLEAR
DISTANCE FROM COLLAR.
K. DAVIS
CDM
S. BHOSALE
K. DAVIS
Smith
C. FRIZZELL
C. FRIZZELL
4600 Park Road
Charlotte, NC 28203
OCTOBER 2023
Tel: [phone]
VALVE OPERATOR STEM OPENING
DETAIL rd�
NTS -
DETAIL A
h
D ETAI L B
�o
A
DETAIL C
N
A`K1ATION AIR VALVE
_VE SCHEDULE FOF
"X1" RED
NEEDED
I "IRCE MAIN
COMBINATION AIR VALVE
Al R VALVES
DETAIL KD
NTS -
CAST IRON STAY PUT
COVER W/RAISED LETTERS
MARKED "SEWER"
ASPHALT
SURFACE
0
°
°
0
NO 3 CONT °
LIMEROCK BASE
SLIDE TYPE
VALVE BOX
PROVIDE EXTENSION
AS REQUIRED VALVE
ANCHOR BOLTS
(TYP 4 PLACES)
TYP. BOTH LEGS
TYP
L 3x3xy4
"^^' JUM BREAKER
VALVE SCHEDULE
SIZE
R RELEASE VALVE
:E VALVE SCHEDULE
)R SIZE
3" TAPPED BLIND FLANGE
FOR SIZE
.�� MAIN
VACUUM BREAKER WITH
AIR RELEASE VALVE
NOTES:
1. REFER TO VALVE SCHEDULE IN SPECIFICATION SECTION 400551.
2. REFER TO DETAIL C ON DWG CD-1 FOR AIR VALVE MANHOLE DETAILS.
3. REFER TO CIVIL DRAWINGS FOR LOCATIONS OF AIR VALVE MANHOLES.
4. PROVIDE SUPPORT AS RECOMMENDED BY AIR VALVE MANUFACTURER
24" SQUARE 3" DIA. BRONZE DISC
ANCHORED IN CONC. PAD
12" MAX. FINISH GRADE
VALVE BOX
COVER
J L
MJ JOINTS (TYP)
VALVE BOX AND STEM FOR TYPICAL BURIED VALVE
DETAIL E
NTS -
NOTCH ANGLE TO
CLEAR BOLTS AS
REQUIRED-\
L 3x3
NOTES:
1. SUPPORTS SHALL BE STAINLESS
STEEL.
2. MAXIMUM VERTICAL LOAD EQUALS
900 POUNDS.
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
C7
C�
L
WET WELL PIPE SUPPORTS
DETAIL H
NTS -
MECHANICAL DETAILS II
2'—O„
d a
d
a
SEWER
,pa p� N
°
a a d
°
a °
a
_ I 13" MIN
SECTION
NTS
1 %" (TYP)
OF BOLTS
OLT THRU SUPPORT
ICI IC04
I
��........ �/li /
fw
SS/p;•• r':9�
/111 I I I I I11\\\\\\
PROJECT NO. 20176-265366
FILE NAME: MD02NFDT.DWG
SHEET NO.
MD-2
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
Fr-
o
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
+
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
/ ƒ
/ ®
E
2 \
e
R /
� 2
� g
c
c �
< g
o g
/ s
c
e
\ 0
\
\ �
e
® e
\ \
C J
0 \
(n
m g
J /
4
/ 0
ƒ
E o
z /
k �
3 Ld
0
U/
E /
� a
f /
@ 0
I o
2 /
a s
g o
> s
E 2
/
4 c
c
� p
>
Cl- 0
/ 0
% \
6 7 c
© c
�
\ c <
.\
§%\ce
e�@e>
[�5>LiJ
c/
S \ /
\ / / \ \
Iƒ < 2
2 < y
\ e
o < 2 ® /
v E
(
/ -a cn \
> \
/ \ co \ /
ƒ q i \ /
x - o @ ±
ISSUED FOR BID

w
U
LU
U
J
Q
z
O
w
w
O
m
0
w
0
O
z
0
U)
w
0
0
z
Q
z
o7>
WU
U
w�
ryw
�U)
�Lu
w
r
O�
of66
J F-
J z
Q LU
tzZ)
�o
�LL
00
U
rnU)
N �
w
O0�
HVAC ABBREVIATIONS
HVAC ABBREVIATIONS
A
AIR
HR
HOUR
AABC
ASSOCIATED AIR BALANCE COUNCIL
HW
HOT WATER
ACCU
AIC COOLED CONDENSING UNIT
KW
KILOWATT
AD
ACCESS DOOR
LD
LINEAR DIFFUSER
AFF
ABOVE FINISHED FLOOR
LIQ
LIQUID
AHU
AIR HANDLING UNIT
LVR
LOUVER
AL
ALUMINUM
MAU
MAKE-UP AIR UNIT
APU
AIR PURIFICATION UNIT
MCC
MOTOR CONTROL CENTER
AR
ACID RESISTANT
MFR
MANUFACTURER
ASHRAE
AMERICAN SOCIETY OF HEATING,
REFRIGERATING AND AIR-CONDITIONING
ENGINEERS
MTD
MOUNTED
MTG
MOUNTING
NOM
NOMINAL
ASME
AMERICAN SOCIETY OF MECHANICAL
ENGINEERS
NTS
NOT TO SCALE
O/A
OUTSIDE AIR
ATC
AUTOMATIC TEMPERATURE CONTROL
OBD
OPPOSED BLADE DAMPER
BDD
BACKDRAFT DAMPER
PAC
PACKAGED AIR CONDITIONING UNIT
BEL
BELOW
PBD
PARALLEL BLADE DAMPER
BLDG
BUILDING
PCD
PERFORATED CEILING DIFFUSER
BS
BIRD SCREEN
PCF
POUNDS PER CUBIC FOOT
B
BTU
BRITISH THERMAL UNITS
PPM
PARTS PER MILLION
C
CONDENSATE
PSI
POUNDS PER SQUARE INCH
CD
CONTROL DAMPER
PVC
POLYVINYL CHLORIDE
CFM
CUBIC FEET PER MINUTE
R
REFRIGERANT
CLG
CEILING
R/A
RETURN AIR
CONC
CONCRETE
RG
RETURN GRILLE
CONN
CONNECTION
RM
ROOM
CW
CHILLED WATER
RPM
REVOLUTIONS PER MINUTE
CWR
CHILLED WATER RETURN
S/A
SUPPLY AIR
CWS
CHILLED WATER SUPPLY
SAD
SUPPLY AIR DIFFUSER
DB
DRY BULB
SEER
SEASONAL ENERGY EFFICIENCY RATIO
DG
DOOR GRILLE
SHT
SHEET
DIA
DIAMETER
SM
SHEET METAL
DISC
DISCHARGE
SMACNA
SHEET METAL AND AIR CONDITIONING
CONTRACTORS NATIONAL ASSOCIATION
DN
DOWN
DPR
DAMPER
SP
STATIC PRESSURE
DS
DISCONNECT SWITCH
SR
SUPPLY REGISTER
EA
EACH
SS
STAINLESS STEEL
EDH
ELECTRIC DUCT HEATER
ST
STEAM
EER
ENERGY EFFICIENCY RATIO
STD
STANDARD
EF
EXHAUSTFAN
SUCT
SUCTION
EG
EXHAUST GRILLE
SW
SWITCH
ER
EXHAUST REGISTER
TDH
TOTAL DISCHARGE HEAD
EUH
ELECTRIC UNIT HEATER
TEMP
TEMPERATURE
EVAP
EVAPORATION
TG
TRANSFER GRILLE
FC
FLEXIBLE CONNECTION
TSP
TOTAL STATIC PRESSURE
FD
FIRE DAMPER
TV
TURNING VANES
FIN
FINISH
TYP
TYPICAL
FL
FLOOR
UH
UNIT HEATER
FLA
FULL LOAD AMPS
UL
UNDERWRITERS LABORATORY
FRP
FIBERGLASS REINFORCED PLASTIC
VAP
VAPOR
FT
FEET
VVT
VARIABLE VOLUME TERMINAL
FT2
SQUARE FEET
W/
WITH
GA
GAUGE
WB
WET BULB
GALV/GS
GALVANIZED
WG
WATER GAUGE
GFC
GAS FIRED CHILLER
WT
WEIGHT
GPH
GALLONS PER HOUR
WTR
WATER
GPM
GALLONS PER MINUTE
HG
HOT GAS
HP
HORSEPOWER
NOTE:
1. SYMBOLS AND ABBREVIATIONS SHOWN ON THE
SHEET ARE GENERIC AND MAY NOT HAVE BEEN
USED ON THE PROJECT.
OUTDOOR AIR CALCULATIONS
AREA
VOLUME
ASHRAE 62.1 REQ'D
ASHRAE 62.1 REQ'D
NFPA 820 REQ'D
NFPA 820 REQ'D
PROVIDED
PROVIDED
VENTILATION
OUTDOOR AIR
ADDITIONAL
ADDITIONAL
SPACE
(SQ. FT.)
(CU. FT.)
VENTILATION RATE
VENTILATION
VENTILATION RATE
VENTILATION
VENTILATION
VENTILATION RATE
PROVIDED BY
PROVIDED BY
VENTILATION
OUTDOOR AIR
PROVIDED BY
PROVIDED BY
ELECTRICAL ROOM
N/A
N/A
SEE NOTE 2
SEE NOTE 2
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
ninTF¢-
1. OUTDOOR AIR CALCULATIONS PROVIDED PER ASHRAE STANDARD 62.1 ARE PROVIDED FOR INFORMATIONAL AND CODE REVIEW
PURPOSES ONLY. THE CALCULATIONS DO NOT CHANGE THE CONTRACT DOCUMENTS.
2. THIS AREA IS NORMALLY UNOCCUPIED AND IS NOT COVERED UNDER THE SCOPE OF ASHRAE STANDARD 62.1.
AC/HR - AIR CHANGES PER HOUR
ASHRAE - AMERICAN SOCIETY OF HEATING, REFRIGERATING, AND AIR-CONDITIONING ENGINEERS
CFM/SQ.FT. - CUBIC FEET PER MINUTE PER SQUARE FOOT
N/A - NOT APPLICABLE
WC - WATER CLOSET
E I DATE DRWN I CHKD
REMARKS
DESIGNED BY-
A. STUART
DRAWN BY:
A. STUART
SHEET CHK'D BY-
J. GARZIONE
CROSS CHK'D BY-
P. POULIOT
APPROVED BY-
J. GARZIONE
DATE:
SEPTEMBER 2023
Smith
5400 Glenood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
NC F-1255
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
HVAC NOTES
1 HVAC EQUIPMENT DIMENSIONS, LOCATIONS, DUCTWORK AND PIPING SYSTEM LAYOUTS ARE BASED
ON EQUIPMENT SELECTED BY THE ENGINEER. IF THE CONTRACTOR PROPOSES TO FURNISH
EQUIPMENT THAT REQUIRES AN ARRANGEMENT OR SPACE DIFFERING FROM THAT INDICATED ON THE
DRAWINGS, OR SPECIFIED, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER, FOR
APPROVAL, DETAILED ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, INSTRUMENTATION,
HVAC AND ELECTRICAL DRAWINGS AND EQUIPMENT LISTS SHOWING ALL NECESSARY CHANGES AND
EMBODYING ALL FEATURES OF THE EQUIPMENT THE CONTRACTOR PROPOSES TO FURNISH. THIS
INFORMATION SHALL INCLUDE BUT SHALL NOT BE LIMITED TO PLANS, SECTIONS, DETAILS, AND
SCHEMATICS OF ALL APPURTENANCES REQUIRED. SUCH CHANGES, IF APPROVED BY THE ENGINEER,
SHALL BE AT NO EXTRA COST TO THE OWNER. THE CONTRACTOR SHALL ASSUME THE COST OF, AND
THE RESPONSIBILITY FOR, SATISFACTORILY ACCOMPLISHING ALL THE NECESSARY CHANGES
CORRESPONDING TO THE DIMENSIONS AND CHARACTERISTICS OF THE EQUIPMENT SUBMITTED AND
APPROVED BY THE ENGINEER. REFER TO SPECIFICATIONS FOR FURTHER DETAILS.
2 SIZES OF EQUIPMENT PADS INDICATED ON THE DRAWINGS ARE APPROXIMATE. EXACT DIMENSIONS
SHALL BE DETERMINED BY THE CONTRACTOR FOR THE EQUIPMENT FURNISHED. ALL FLOOR MOUNTED
EQUIPMENT SHALL BE SET ON CONCRETE PADS CONFORMING TO DETAILS SHOWN ON THE
STRUCTURAL DRAWINGS.
3 DIELECTRIC COUPLINGS, FLANGES OR UNIONS SHALL BE INSTALLED AT ALL CONNECTIONS OF
COPPER PIPE TO OTHER TYPES OF METALLIC PIPING.
4 HVAC PIPING AND DUCTWORK DRAWINGS DO NOT SHOW ALL DRAINS, VENTS, OFFSETS AND FITTINGS
ETC. REQUIRED FOR THE COMPLETE SYSTEM. SMALL PIPING IS SHOWN APPROXIMATELY TO SCALE
BUT NOT EVERY FITTING AND OFFSET IS SHOWN. SOME VALVES AND APPURTENANCES MAY BE
OMITTED FOR THE SAKE OF CLARITY. THE CONTRACTOR SHALL FURNISH, INSTALL AND TEST ALL HVAC
SYSTEMS SHOWN ON THE DRAWINGS AND DETAILS, AND/OR AS DEFINED IN THE SPECIFICATIONS TO
PROVIDE THE COMPLETE SYSTEM.
5 UNLESS OTHERWISE SHOWN ON THE DRAWING, ALL WALL PENETRATIONS SHALL BE AS SHOWN ON
THE WALL PENETRATION DETAILS. ABOVE GROUND EXTERIOR WALL AND ROOF PENETRATIONS SHALL
BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. IF APPROVED BY THE ENGINEER, THE
CONTRACTOR MAY SUBSTITUTE ALTERNATE METHODS PROVIDING THEY MEET INTENDED DESIGN
REQUIREMENTS.
6 NOT ALL AND ONLY CERTAIN TYPES OF SUPPORTS ARE SHOWN ON THE HVAC DRAWINGS. UNLESS
OTHERWISE DETAILED ON THE DRAWINGS ALL PIPE AND DUCT SUPPORTS SHALL BE DESIGNED,
FURNISHED AND INSTALLED BY THE CONTRACTOR AS SPECIFIED AND TO THE APPROVAL OF THE
ENGINEER.
7 FOR ALL ROOF MOUNTED EQUIPMENT, MAINTAIN A MINIMUM OF 10'-0" CLEARANCE FROM ANY ROOF
EDGE UNLESS GUARDRAILS HAVE BEEN PROVIDED.
8 UNLESS OTHERWISE NOTED, MOUNT ALL DUCTWORK AND PIPING TIGHT TO STRUCTURE. MAINTAIN A
MINIMUM 7'-0" CLEAR HEIGHT BELOW DUCTWORK, INCLUDING SUPPORTS. COORDINATE INSTALLATION
OF DUCTWORK WITH ALL OTHER NEW AND EXISTING EQUIPMENT, PIPING, CONDUIT, ETC.
UNLESS OTHERWISE NOTED, MOUNT ALL DUCTWORK AND PIPING TIGHT TO STRUCTURE. MAINTAIN A
MINIMUM 7'-0" CLEAR HEIGHT BELOW DUCTWORK, INCLUDING SUPPORTS. COORDINATE INSTALLATION
OF DUCTWORK WITH ALL OTHER NEW AND EXISTING EQUIPMENT, PIPING, CONDUIT, ETC.
9 SEE ELECTRICAL DRAWINGS FOR AREA ELECTRICAL/CODE RATING. ALL HVAC EQUIPMENT SHALL
COMPLY WITH THE REQUIREMENTS OF THOSE AREA CLASSIFICATIONS.
BUILDING CODE NOTES
THE ELECTRICAL ROOM IS EXEMPT FROM THE REQUIREMENTS OF THE NORTH CAROLINA ENERGY CONSERVATION CODE. CHAPTER 1,
SECTION 101 OF THE ENERGY CONSERVATION CODE DEFERS TO ASHRAE/IESNA STANDARD 90.1 - ENERGY STANDARD FOR BUILDINGS
EXCEPT LOW RISE RESIDENTIAL BUILDINGS. FOR COMMERCIAL BUILDINGS, THE APPLICABLE EXEMPTION FROM ASHRAE 90.1 IS
PARAGRAPH 2.4:
C101.2: "ENERGY EXPENDED IN SUPPORT OF PROCESS ENERGY APPLICATIONS DOES NOT INVOKE ENERGY CONSERVATION CODE
REQUIREMENT OR BUILDING THERMAL ENVELOPE REQUIREMENTS UNLESS OTHERWISE REQUIRED IN SPECIFIC SECTIONS OF THIS CODE."
2.4: "THIS STANDARD SHALL NOT BE USED TO CIRCUMVENT ANY SAFETY, HEALTH, OR ENVIRONMENTAL REQUIREMENTS."
THE ELECTRICAL ROOM IS A NORMALLY UNOCCUPIED AREA ON A WASTEWATER TREATMENT PLANT SITE THAT HOUSES ELECTRICAL
EQUIPMENT ESSENTIAL TO THE WASTEWATER TREATMENT PROCESS. THE ELECTRICAL ROOM COOLING EQUIPMENT PROVIDES SPACE
CONDITIONING FOR THE EQUIPMENT ONLY. THE HEATING SYSTEMS PROVIDED ARE FOR FREEZE PROTECTION ONLY.
HVAC LEGEND, SYMBOLS AND ABBREVIATIONS
4
4b1 * L�1
rtbarzione
*f }}�{09 PE: 45100
.�1 202r6 1555:36-04' 00'
PROJECT NO. 20176-265366
FILE NAME: HWZOOOEB.RVT
SHEET NO.
H-1
ISSUED FOR BID

W
U
Lu
Cl)
J
Q
z
O
W
LL
O
m
p
W
p
O
U
z
0
U)
W
p
p
z
Q
z
pW
W7>
>>
O�U
WO
cn p
Wry W
U)
U) W
� W
_ _
0
of 66
J F—
J z
Q W
= 7>
H Z)
co O
p
p LL
UO
LU
�U)
N =
W
0 0�
ISSUED FOR BID

W
U
Lu
Cl)
J
Q
z
O
W
LL
O
m
p
W
p
O
U
z
0
U)
W
p
p
z
Q
z
pW
W7>
>>
O�U
WO
cn p
Wry W
U)
U) W
� W
_ _
0
of 66
J F—
J z
Q W
= 7>
H Z)
co O
p
p LL
UO
LU
�U)
N =
W
0 0�
ISSUED FOR BID

W
U
Lu
Cl)
J
Q
z
O
W
LL
O
m
p
W
p
O
U
z
0
U)
W
p
p
z
Q
z
pW
W7>
>>
O�U
WO
cn p
Wry W
U)
U) W
� W
_ _
0
of 66
J F—
J z
Q W
= 7>
H Z)
co O
p
p LL
UO
LU
�U)
N =
W
0 0�
ISSUED FOR BID

W
U
Lu
Cl)
J
Q
z
O
W
LL
O
m
p
W
p
O
U
z
0
U)
W
p
p
z
Q
z
pW
W7>
>>
O�U
WO
cn p
Wry W
U)
U) W
� W
_ _
0
of 66
J F—
J z
Q W
= 7>
H Z)
co O
p
p LL
UO
LU
�U)
N =
W
0 0�
ISSUED FOR BID

_
F-
12
0
U
w
0
z
0
Q
N
m
0
_
Q
z
w
F-
m
w
F-
F-
D
0
F-
F-
0
w
0
m
w
m
w
F-
0
z
Q
m
0
w
m
Q
w
m
0
w
J
O
z
0
w
D
w
m
0
F-
0
z
w
m
Q
0
z
Q
cn
0
0
w
0
m
w
m
0
m
m
w
w
m
Q
z
w
Of
w
0
w
Q
m
0
(I-
C)
z
Li
0
m
w
J
Q
z
0
cn
V)
w
w
0
m
m
m
0
w
0
0
m
m
< z
rn 0
N V)
w
0 0
0 0
z
Q
o v co
04
z
�
Lg
>z
0
uN Ld
p (n0
ui w w
E L cn
mw
rn� 0 Nw
ECD�
w00 ry
04
cn
U J z
no c <w
N (D =
> a �O
0 I
M w
� �, a o CO
W / N D
W a w
X J U OO ry
ONE LINE OR
PLAN
DESCRIPTION
CONTROL DIAGRAM
I&
MEDIUM VOLTAGE DRAWOUT TYPE POWER
52 CS
CIRCUIT BREAKER
Y
CS=CONTROL SWITCH
I
1 FRAME
J TRIP
CB
LOW VOLTAGE AIR OR MOLDED CASE
CIRCUIT BREAKER, 3 POLE UNLESS
I
OTHERWISE NOTED.
COMBINATION MOTOR CIRCUIT PROTECTOR AND
1
MAGNETIC MOTOR STARTER, FULL VOLTAGE
NON -REVERSING UNLESS OTHERWISE NOTED:
AMPS
* FVR - FULL VOLTAGE REVERSING
TYPE
RVNR - REDUCED VOLTAGE NON -REVERSING
SIZE *
RVAT - REDUCED VOLTAGE
#
AUTOTRANSFORMER
RVSS - REDUCED VOLTAGE SOLID STATE
2S1W - TWO SPEED, ONE WINDING
2S2W - TWO SPEED, TWO WINDING
(DIAGRAMMATICALLY SHOWN, CONTRACTOR SHALL
FIELD LOCATE)
NON -FUSIBLE DISCONNECT SWITCH,
I
600 VOLT, 3 POLE
*
* AMPERE RATING NOTED IF OTHER THAN 30A
u
(DIAGRAMMATICALLY SHOWN, CONTRACTOR SHALL
FIELD LOCATE)
FUSIBLE DISCONNECT SWITCH, 600 VOLT, 3
I
POLE,
*
AMPERE RATING AND FUSE SIZE AS NOTED
El
* AMPERE RATING NOTED IF OTHER THAN 30A
*
FUSE RATING
(DIAGRAMMATICALLY SHOWN, CONTRACTOR SHALL
FIELD LOCATE)
MANUAL MOTOR STARTER WITH THERMAL
�XL
OVERLOAD HEATER, 1 POLE UNLESS OTHERWISE
NOTED "P" INDICATES WITH PILOT LIGHT "2"
2
INDICATES TWO POLE
(DIAGRAMMATICALLY SHOWN, CONTRACTOR SHALL
FIELD LOCATE)
-<< >>-
DRAWOUT TYPE EQUIPMENT OR DEVICE
MEDIUM VOLTAGE CABLE TERMINATION
—0
MEDIUM VOLTAGE AIR INTERRUPTER SWITCH
MEDIUM VOLTAGE FUSED AIR INTERRUPTER
—0
SWITCH
*
* FUSE RATING
MEDIUM VOLTAGE FUSED MOTOR CONTROLLER
XFMR NO. 1
TRANSFORMER, RATINGS AND CONNECTIONS AS
480V
NOTED. UNLESS OTHERWISE NOTED ON THE
_KVA
T
SINGLE LINE DIAGRAMS, ALL DRY TYPE
TRANSFORMERS SERVICING ADMINISTRATIVE AND
ff�120/208V
LABORATORY SPACES SHALL HAVE A K FACTOR
3P, 4W
OF 4. ISOLATION TRANSFORMERS SHALL HAVE
_
A K-20 RATING
A TO 5
CURRENT TRANSFORMER
* QUANTITY
A = PRIMARY AMPERES
V TO 120
POTENTIAL TRANSFORMER
* QUANTITY
V = PRIMARY VOLTAGE
GENERATOR, RATINGS AND CONNECTIONS AS
e
O
NOTED
ATS
AUTOMATIC OR MANUAL TRANSFER SWITCH NO.1
is
(ATS-1), (MTS-1) "N" INDICATES NORMAL OR
N4
PREFERRED SOURCE "S" INDICATES STANDBY OR
ALTERNATE SOURCE 100A INDICATES CONTINUOUS
CURRENT RATING
100A
VARIABLE SPEED DRIVE CONTROLLER
D. C. = D.C. DRIVE CONTROLLER
SCR = SILICON CONTROLLED RECTIFIER
VFD = VARIABLE FREQUENCY DRIVE
r
UNIT HEATER - ELECTRIC HEATING COIL AND FAN
#KW
II �t II
# - RATING
UNIT HEATER - GAS FIRED, STEAM OR WATER
V I
HEATING COIL AND FAN
OO
MOTOR, NUMERAL INDICATES HORSEPOWER
VS VM
VOLTMETER WITH SWITCH, 3 PHASE
AS AM
AMMETER WITH SWITCH, 3 PHASE
REV.
I DATE I DRWN I CHKD
REMARKS
ONE LINE OR PLAN
CONTROL DIAGRAM
DESCRIPTION
METER
WM
- WATTMETER
WHM
- WATTHOUR METER
WHDM
- WATTHOUR DEMAND METER
WHDR
- WATTHOUR DEMAND RECORDER
PF
- POWER FACTOR METER
DMU
- DIGITAL METERING UNIT
TRANSDUCER
AX - CURRENT TRANSDUCER
WX - WATT TRANSDUCER
WHX - WATTHOUR TRANSDUCER
RELAY, NO. AS INDICATED
25 - SYNCHRONISM CHECK RELAY
27 - UNDERVOLTAGE RELAY
32 - DIRECTIONAL POWER RELAY
38 - BEARING PROTECTIVE DEVICE
40 - LOSS OF EXCITATION RELAY
42 - RUNNING CONTACTOR/PILOT RELAY
46 - REVERSE PHASE/PHASE BALANCE/CURRENT
RELAY
47 - PHASE SEQUENCE VOLTAGE RELAY
49 - MACHINE OR TRANSFORMER THERMAL RELAY
50/51 - INSTANTANEOUS/TIME OVERCURRENT RELAY
50G - INSTANTANEOUS GROUND
51 - TIME OVERCURRENT RELAY
51 G - TIME OVERCURRENT RELAY, GROUNDING
RESISTOR TYPE
51 N - TIME OVERCURRENT RELAY, RESIDUAL TYPE
51 V - TIME OVERCURRENT RELAY WITH VOLTAGE
ORESTRAINT
51 X - AUXILIARY RELAY (TRIPS CB AND ALARMS)
59 - OVERVOLTAGE RELAY
60 - NEGATIVE SEQUENCE VOLTAGE RELAY
62 - TIME DELAY RELAY
63 - OVERPRESSURE RELAY
64 - GENERATOR FIELD GROUND RELAY
67 - AC DIRECTIONAL OVERCURRENT RELAY
74 - ALARM LATCHING RELAY
83 - AUTOMATIC SELECTIVE CONTROL OR TRANSFER
RELAY
86 - LOCKING -OUT RELAY
87 - DIFFERENTIAL PROTECTIVE RELAY
B - SUFFIX INDICATES "BUS"
G - SUFFIX INDICATES "GENERATOR"
GF - GROUND FAULT
ST - SHUNT TRIP
T - SUFFIX INDICATES "TRANSFORMER"
X - SUFFIX INDICATES "AUXILIARY"
SPECIAL CAPACITOR
SC - SURGE CAPACITOR
PF - POWER FACTOR CORRECTION CAPACITOR
TUNED POWER FACTOR CORRECTION CAPACITOR
PUSHBUTTON, MOMENTARY CONTACT, SPRING
RETURN, NORMALLY CLOSED
PUSHBUTTON, MOMENTARY CONTACT, SPRING
RETURN, NORMALLY OPEN
EMERGENCY STOP PUSHBUTTON WITH RED
n I n ES MUSHROOM HEAD OPERATOR (MAINTAINED
CONTACT)
START START -STOP PUSHBUTTON CONTROL STATION
STOP o— 0 PBL (MOMENTARY CONTACT) WITH LOCKOUT DEVICE
ON STOP
START -STOP PUSHBUTTON CONTROL STATION,
t-Ij I I PBM MAINTAINED CONTACT WITH LOCKOUT DEVICE ON
STO P
OFF ON
\/_ S S OFF/ON SELECTOR SWITCH
L R
_tl(XO) LR
0 �)
AB�C*
(X00)
-0�( O) 0
___0 ()
LOCAL/REMOTE SELECTOR SWITCH
3 POSITION SELECTOR SWITCH, MAINTAINED
CONTACT
0-OPEN X-CLOSED
TOP
MIDDLE
BOTTOM
POSITION
CONTACT
CONTACT
CONTACT
A
X
0
0
B
0
X
0
C
0
0
X
NAMEPLATE
(A/B/C)
HOA -
HAND/OFF/AUTO
HOR -
HAND/OFF/REMOTE
LOR -
LOCAL/OFF/REMOTE
RSL -
RAISE/STOP/LOWER
TOA -
TEST/OFF/AUTO
GD/VF GD/VF GAS DETECTOR / VENTILATION FAILURE ALARM
# INDICATES TYPE OF UNIT
1=MASTER, 2=REMOTE
DESIGNED BY:_
DRAWN BY:
SHEET CHK'D BY:.
CROSS CHK'D BY:
APPROVED BY:
DATE:
T. ROSCHEN
R. RUCK
T. ROSCHEN
J. DOUGHNEY
J. DOUGHNEY
SEPTEMBER 2023
MOTOR STARTER COIL, NUMBER AS INDICATED TO
DENOTE INTERLOCKING ONLY
CONTROL RELAY COIL, NUMBER AS INDICATED
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
ONE LINE OR
PLAN
DESCRIPTION
CONTROL DIAGRAM
PILOT LIGHT, COLOR AS NOTED
R - RED
G - GREEN
B - BLUE
W - WHITE
A - AMBER
PILOT LIGHT, PUSH -TO -TEST TYPE, COLOR AS
NOTED ABOVE.
TIME DELAY RELAY
RAN
RANGE AS NOTED
# SETPOGEINT
SETPOINT AS NOTED
# NUMBER AS INDICATED
TIDE - TIME DELAY AFTER ENERGIZATION
ON DELAY
TDD - TIME DELAY AFTER DE-ENERGIZATION
OFF DELAY
NOTC- NORMALLY OPEN, TIMED CLOSING WHEN
� N�
ENERGIZED
NCTO- NORMALLY CLOSED, TIMED OPENING
WHEN ENERGIZED
NCTO
NOTO- NORMALLY OPEN, TIMED OPENING WHEN
DE
,� NO�TO
-ENERGIZED
NCTC
NCTC - NORMALLY CLOSED, TIMED CLOSING
WHEN DE -ENERGIZED
- ##
FIELD INSTRUMENT, TAG NO. AS INDICATED
INDICATES INSTRUMENT TYPE DEFINED ON
LOOP SHEETS OR P & ID
## INDICATES LOOP NO.
LS OR 0
LIQUID LEVEL (FLOAT) SWITCH
---0�
b�
NORMALLY OPEN, CLOSES ON RISING LEVEL
NORMALLY CLOSED, OPENS ON RISING LEVEL
PS OR
PRESSURE OR VACUUM SWITCH
—0-
NORMALLY OPEN, CLOSES ON RISING PRESSURE
—0-ro—
NORMALLY OPEN, CLOSES ON DROPPING
PRESSURE
NORMALLY CLOSED, OPENS ON RISING
PRESSURE
NORMALLY CLOSED, OPENS ON DROPPING
PRESSURE
TS OR 0 OR
TEMPERATURE SWITCH OR THERMOSTAT
0—
NORMALLY OPEN, CLOSES ON RISING
TEMPERATURE
a_
NORMALLY OPEN, CLOSES ON DROPPING
TEMPERATURE
NORMALLY CLOSED, OPENS ON RISING
TEMPERATURE
NORMALLY CLOSED, OPENS ON DROPPING
TEMPERATURE
FS OR 0
FLOW SWITCH (AIR, WATER, ETC.)
--0�
NORMALLY OPEN, CLOSES ON INCREASED FLOW
NORMALLY CLOSED, OPENS ON INCREASED FLOW
ZS OR 0
POSITION (LIMIT) SWITCH
�\Cl~
NORMALLY OPEN
NORMALLY OPEN - HELD CLOSED
NORMALLY CLOSED
��Cl~
NORMALLY CLOSED - HELD OPEN
WS OR 0
TORQUE SWITCH
NORMALLY OPEN, CLOSES ON HIGH TORQUE
NORMALLY CLOSED, OPENS ON HIGH TORQUE
UTILIZED IN CONJUNCTION WITH OTHER CONTROL
SCHEMATIC SYMBOLS TO DEPICT THE PHYSICAL
®
LOCATION OF THE DEVICE
# REPRESENTS LOCATION
SEE LOCATION LEGEND ON DRAWING
CONDUCTORS OR CONDUITS CROSSING PATHS
+ +
BUT NOT CONNECTED
t
CONDUCTORS ELECTRICALLY CONNECTED
SOLENOID VALVE
ONE LINE OR
CONTROL DIAGRAM
PLAN
DESCRIPTION
_0 LA H I i
LIGHTNING ARRESTER
Q
GROUND OR GROUND ROD
30A
FUSE, AMPERE RATING AS NOTED
HTR
STRIP HEATER OR HEATING ELEMENT
INDUCTOR
(311
TG
TACHOMETER GENERATOR
---I
CONTACT, NORMALLY OPEN (NO)
xi
CONTACT, NORMALLY CLOSED (NC)
\DC__
OVERLOAD RELAY HEATER
- - -
K = KEY INTERLOCK
E = ELECTRICAL INTERLOCK
TB
TERMINAL OR TEST BLOCK
RTD
RESISTANCE TEMPERATURE DETECTOR
VE
VE OR
VIBRATION DETECTOR
DM
DM
DAMPER MOTOR
ETM
ELAPSED TIME METER
M
M
MOTOR OPERATED VALVE OR GATE
-
INDICATES LIMITS OF ELECTRICAL EQUIPMENT OR
WIRING ENCLOSURE
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
EXISTING NEW FUTURE
WORK WORK EXPANSION
EXISTING, NEW OR FUTURE CONDITION DESIGNATION
COMPARTMENT DESIGNATION (SEE MCC FRONT ELEVATION)
1
i NOTES:
1. PROTECTIVE/CONTROL DEVICE AS
1 AMPS SHOWN.
SIZE MCP 2. CONTROL/AUXILIARY DEVICES AT OR
RVNR NEAR EQUIPMENT. EQUIPMENT SHALL BE
6
INSTALLED AND WIRED AS REQUIRED BY
EQUIPMENT FURNISHED AND/OR
CONTROL DIAGRAM.
c�
N
r`
U
U
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
250
TYPICAL ONE LINE DIAGRAM
SHOWING POWER AND CONTROL TO EQUIPMENT
NOTES:
1. IN GENERAL CONDUIT ROUTING FOR EQUIPMENT
AND DEVICES IS NOT SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ROUTING ALL CONDUITS WHICH SHALL INCLUDE
CONDUITS SHOWN ON ONE -LINE AND RISER
DIAGRAMS AND HOME -RUNS SHOWN ON PLAN
DRAWINGS. REFER TO SPECIFICATIONS FOR
MATERIALS AND INSTALLATION REQUIREMENTS.
2. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF
WIRES AND CONDUITS REPRESENT A SUGGESTED
ARRANGEMENT BASED UPON SELECTED
STANDARD COMPONENTS OF ELECTRICAL
EQUIPMENT. MODIFICATIONS ACCEPTABLE TO
THE ENGINEER MAY BE MADE BY THE
CONTRACTOR TO ACCOMMODATE EQUIPMENT
ACTUALLY PURCHASED. THE BASIC SEQUENCE
AND METHOD OF CONTROL MUST BE
MAINTAINED AS INDICATED ON THE DRAWINGS
AND/OR SPECIFICATIONS.
3. SWITCHGEAR AND MOTOR CONTROL CENTER
COMPARTMENT DESIGNATIONS AS INDICATED
BELOW:
BLANK: NOT INTENDED FOR USE. PLATE
ONLY
SPACE: EQUIPPED WITH REQUIRED BUS
AND HARDWARE FOR THE FUTURE
ADDITION OF BREAKERS AND/OR
STARTERS WITHIN THE SIZE AND
RANGE SHOWN
SPARE: CONTAINS A COMPLETELY
INSTALLED BREAKER AND/OR
STARTER OF SIZE AND TYPE
INDICATED FOR FUTURE USE.
4. INTERPRETATION OF ELECTRICAL DRAWINGS:
CIRCUIT IDENTIFICATION, ROUTING, AND
SIZES OF CONDUITS AND WIRES ARE
SHOWN ON THE FOLLOWING DRAWINGS:
A. ONE LINE POWER DIAGRAMS: POWER, CONTROL
AND SIGNAL WIRING REQUIREMENTS FOR
ELECTRICAL DISTRIBUTION EQUIPMENT AND
UTILIZATION EQUIPMENT POWERED FROM
SWITCHGEAR, SWITCHBOARDS, MOTOR CONTROL
CENTERS AND MAJOR POWER DISTRIBUTION
PANELBOARDS ARE TYPICALLY SHOWN ON THE
ONE LINE DIAGRAMS. THE PARAMETERS
IDENTIFIED ON THE ONE LINE DIAGRAMS ARE:
CIRCUIT IDENTIFICATION, CIRCUIT ORIGIN AND
DESTINATION, CONDUIT SIZE, WIRE SIZE AND
QUANTITY FOR COMPLETE CIRCUIT LENGTH, AND
AUXILIARY DEVICES ASSOCIATED WITH THE
CONTROL/PROTECTION OF THE POWERED
EQUIPMENT, AND SIZE OF THE GROUNDING
ELECTRODE CONDUCTORS.
B. INSTRUMENTATION AND CONTROL RISER
DIAGRAMS: POWER, CONTROL, SIGNAL AND
DATA HIGHWAY WIRING REQUIREMENTS FOR
INSTRUMENTS AND CONTROL DEVICES
CONTROLLED/MONITORED FROM
INSTRUMENTATION AND CONTROL PANELS SUCH
AS RTUS, PLCS, TERMINAL CABINETS, AND
REMOTE 1/0 PANELS ARE TYPICALLY SHOWN ON
THE INSTRUMENTATION AND CONTROL ONE LINE
DIAGRAMS. THE PARAMETERS IDENTIFIED ON
THE ONE LINE DIAGRAMS ARE: CIRCUIT
IDENTIFICATION, CIRCUIT ORIGIN AND
DESTINATION, CONDUIT SIZE, WIRE SIZE,
QUANTITY AND TYPE FOR COMPLETE CIRCUIT
LENGTH, AND AUXILIARY DEVICES ASSOCIATED
WITH THE CONTROL/PROTECTION OF THE
POWERED EQUIPMENT.
C. FLOOR PLANS: FOR DETERMINING THE LENGTH
OF CIRCUITS LOCATED WITHIN STRUCTURES,
FLOOR PLANS SHOW THE LOCATION OF
ELECTRICAL DISTRIBUTION EQUIPMENT, CONTROL
PANELS, UTILIZATION EQUIPMENT, INSTRUMENTS,
ANCILLARY EQUIPMENT AND DEVICES AND THE
ANTICIPATED PENETRATION LOCATIONS WHERE
CONDUITS EXIT/ENTER THE STRUCTURE.
HOMERUNS MAY ALSO BE SHOWN FROM
MISCELLANEOUS EQUIPMENT NOT SHOWN ON A
ONE LINE OR RISER DIAGRAM.
D. SITE PLANS: FOR DETERMINING THE LENGTH
OF CIRCUITS EXTERIOR TO STRUCTURES AND
TO IDENTIFY THE SPECIFIC REQUIREMENTS OF
THE UNDERGROUND CONDUITS OR DUCT BANKS,
SITE PLANS SHOW THE GENERAL ROUTING OF
UNDERGROUND CONDUITS AND DUCT BANKS
WITH SECTIONS INDICATING THE CONDUIT SIZE,
ARRANGEMENT AND CIRCUIT ROUTING.
E. NOTE THAT CONDUIT SIZE WITHIN THE
STRUCTURE IS INDICATED ON ONE -LINE
DIAGRAM AND UNDERGROUND SIZE IS INDICATED
ON DUCT BANK SECTIONS.
GENERAL NOTE
THIS IS A STANDARD LEGEND.
SOME SYMBOLS MAY NOT
IL_APPEAR ON THE DRAWINGS.
ELECTRICAL LEGEND I
CAR04 %,,,,
�? 0449
p• •��
�f••e�IQ• n\ey IV
2023.10d1024 :24-04'00'
PROJECT NO. 20176-265366
FILE NAME: E001 NFLG.DWG
SHEET NO.
E-1
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
Fr-
o
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
+
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
/
3
g
s
c
0
s
0
/
e
e
2
0
±
2
c
/
e
\
/
a
E
c
LLJ
c
/
4
e
0
2
±
0
0
z
2
0
s
e
e
g
a
<
z
0
7
/
s
0
s
2
y
I
c
c
c
3
0
E
E
7 /
E o
2 7
e u
c
ISSUED FOR BID

_
F-
0
0
0
z
O
Q
N
cy
0
Q
z
w
F-
cy
Ld
F-
F-
D
O
F-
F-
0
Ld
0
m
m
Ld
F-
O
z
Q
m
O
m
Q
m
O
Ld
J
O
z
0
Ld
D
Ld
m
O
F-
0
z
w
Q
0
z
Q
7
cn
7
0
0
LL
O
m
Ld
w
O
(3) m
3 m
w
� ~
z w
o
w z
0 Ld
0 ry
Q w
0 =
_= 0
m �
0 cy
0
o �
U O
i O
� z
a�
Ld Lei
rn �'
o ry
/ m
0
r7 J
I z
z o
z
cn
(n V)
a) w
U L-
> O
a� m
� m
a, m
0
°) w
� 0
>
o O
n
Q 0
CN V)
w
N r` 0
00 0 0
04
z
Q
N co
O Q
04
I z
U-) 0 w O
C 0 cn o
W �;, w
vi W Q� w
0) c � w
0
E 3 0
z a m
= I Jcn
't O O J Z
V) 0 N w
04
cnlo
=�EC'0
0 E 0
> 0 OO
U U
co w
LW + % o CO
N
xx_5 aOcy
SCOPE OF WORK:
1. PROVIDES ELECTRICAL IMPROVEMENTS AT THE WEAVERVILLE PUMP STATION NO. 1 AND WEAVERVILLE PUMP STATION NO.
2. MAJOR IMPROVEMENTS FOR PUMP STATION NO.1 INCLUDE, BUT ARE NOT LIMITED TO NEW ELECTRICAL BUILDING,
NEW PUMP STATION, INFLUENT CHANNEL, ODOR CONTROL AND GENERATOR. MAJOR IMPROVEMENTS FOR PUMP STATION
NO.2 INCLUDE, BUT ARE NOT LIMITED TO NEW PANELBOARD, MOTOR STARTS, AND PUMP CONTROLS FOR THE NEW
SUBMERSIBLE PUMPS.
2. PROVIDE LIGHTNING PROTECTION SYSTEMS IN ACCORDANCE WITH SPECIFICATION 26 41 13.
3. PROVIDE POWER SYSTEM STUDIES IN ACCORDANCE WITH SPECIFICATION 26 05 73.
GENERAL NOTES:
1. ELECTRICAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL LAYOUT OF WORK TO BE INSTALLED UNDER THIS CONTRACT WITHOUT
ATTEMPTING TO SHOW ALL DETAILS. FURNISH LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS REQUIRED FOR A COMPLETE AND
OPERATIONAL ELECTRICAL SYSTEM AS SHOWN ON THE CONTRACT DOCUMENTS.
2. COORDINATE WORK WITH OTHER TRADES AND THE OWNER.
3. MAINTAIN EXISTING PROCESS OPERATIONS. POWER INTERRUPTIONS TO ELECTRICAL EQUIPMENT SHALL BE AT OWNER'S CONVENIENCE WITH
72 HOURS MINIMUM NOTICE. EACH INTERRUPTION SHALL HAVE PRIOR WRITTEN APPROVAL.
4. FIELD VERIFY EXISTING UNDERGROUND ELECTRICAL CONDUIT, CONCRETE DUCT BANKS, MANHOLES, PULL BOXES, ETC. AND MECHANICAL
PIPING. CONTRACTOR SHALL INCLUDE IN BID COSTS ASSOCIATED WITH RELOCATION OR REMOVAL OF UNDERGROUND EQUIPMENT AS
REQUIRED BY THIS CONTRACT. USE DUE CARE IN CONGESTED AREAS TO AVOID DAMAGE TO EXISTING UNDERGROUND UTILITIES.
5. CONTRACTOR'S WORK SHALL INCLUDE COMPLETE TESTING OF EQUIPMENT AND WIRING INCLUDING MAKING MINOR CORRECTIONS, CHANGES,
OR ADJUSTMENTS NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM AND EQUIPMENT. WORKMANSHIP SHALL BE OF THE
HIGHEST QUALITY; SUBSTANDARD WORK WILL BE REJECTED.
6. DO NOT SCALE ELECTRICAL DRAWINGS. REFER TO MECHANICAL, STRUCTURAL DRAWINGS, AND APPROVED MANUFACTURER'S SHOP
DRAWINGS FOR EXACT LOCATION OF EQUIPMENT. EXCEPT WHERE DIMENSIONS ARE SHOWN, LOCATIONS OF EQUIPMENT, FIXTURES,
OUTLETS, AND SIMILAR DEVICES ARE APPROXIMATE.
7. WORK SHALL COMPLY WITH NEC AND LOCAL CODES.
8. DO NOT SPLICE CONDUCTORS EXCEPT AS NOTED.
9. POWER AND CONTROL CONDUITS SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR WIRE SIZED PER TABLE 250.122 OF THE NEC
(UON).
10. COORDINATE SEQUENCE OF CONSTRUCTION WITH CIVIL, MECHANICAL, AND STRUCTURAL DISCIPLINES. PROVIDE TEMPORARY POWER AND
CONTROL CIRCUITS AS REQUIRED TO MAINTAIN FACILITY OPERATION. VERIFY EXISTING UTILITIES IN AREA OF CONSTRUCTION. REFER TO
CIVIL DRAWINGS FOR ADDITIONAL UNDERGROUND INFORMATION.
11. REPAIR, IN ACCORDANCE WITH SPECIFICATIONS, SIDEWALKS, WALLS, ROADWAYS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES WHETHER
OR NOT SHOWN FOR REPAIR/REPAVING ON CIVIL DRAWINGS.
12. CONCEAL CONDUITS TO GREATEST EXTENT PRACTICABLE. CONDUITS RUN AT EXISTING STRUCTURES SHALL BE RUN EXPOSED.
13. WHERE LOCAL DISCONNECTS AND CONTROL PANELS ARE SHOWN ON PLAN VIEWS, LOCATIONS ARE APPROXIMATE. ADJUST LOCATION AS
REQUIRED TO COMPLY WITH NEC ARTICLE 110 FOR WORKING CLEARANCES.
14. DO NOT INSTALL MAJOR CONDUIT RUNS THROUGH AREAS DESIGNATED FOR FUTURE STRUCTURES.
15. DO NOT SUPPORT CONDUITS FROM HANDRAILS OR GUARDRAILS.
16. ROUTE CONDUITS IN A MANNER THAT DOES NOT CREATE A TRIP HAZARD AND DOES NOT IMPEDE WALKWAYS/PATHS. WHERE THIS IS NOT
POSSIBLE, NOTIFY ENGINEER AND PROVIDE ANTI -TRIP COVERS OVER CONDUITS IF APPROVED.
17. PROVIDE 4" CONCRETE HOUSEKEEPING PAD AROUND ALL CONDUIT STUB -UPS (INDOOR AND OUTDOOR) PER SPECIFICATION 260533.
18. SIZE ALL JUNCTION BOXES, PULLBOXES, AND TERMINAL CABINETS AS REQUIRED PER NEC.
19. MOUNT ALL ELECTRICAL EQUIPMENT OUTSIDE CLASSIFIED AREAS WHENEVER POSSIBLE. IF IT IS NECESSARY TO MOUNT EQUIPMENT IN
CLASSIFIED AREAS, ENCLOSURES SHALL BE RATED NEMA 7 AND DEVICES SHALL BE RATED FOR THE CLASSIFIED ENVIRONMENT.
SUBMITTALS:
1. SUBMIT SHOP DRAWINGS FOR EQUIPMENT, MATERIALS AND OTHER ITEMS FURNISHED UNDER DIVISION 26.
2. SUBMIT CONDUIT SHOP DRAWINGS FOR YARD ELECTRICAL, WITHIN AND UNDER ROADS, BUILDINGS AND STRUCTURES
PRIOR TO COMMENCING WORK. DO NOT POUR CONCRETE UNTIL ENGINEER HAS APPROVED THE ASSOCIATED SHOP
DRAWING.
3. SUBMIT POWER SYSTEM STUDY IN ACCORDANCE WITH SPECIFICATION 26 05 73.
4. SUBMIT OPERATION AND MAINTENANCE MANUALS FOR EQUIPMENT FURNISHED UNDER DIVISION 26.
5. SUBMIT STARTUP/COMMISSIONING PLANS FOR EQUIPMENT FURNISHED UNDER DIVISION 26.
6. SUBMIT TESTING AND SERVICE REPORTS FOR EQUIPMENT AND MATERIALS FURNISHED UNDER DIVISION 26.
7. SUBMIT TRAINING PLANS FOR EQUIPMENT FURNISHED UNDER DIVISION 26.
8. SUBMIT RECORD DOCUMENTATION TO ACCURATELY SHOW COMPLETED INSTALLATION. INCLUDE MODIFICATIONS TO
CONTRACT DOCUMENTS (ONE LINE POWER DIAGRAMS, EQUIPMENT ELEVATIONS, PANEL SCHEDULES, ELEMENTARY
CONTROL DIAGRAMS, RISER DIAGRAMS, PLANS, CONDUIT AND DUCTBANK ROUTING, ETC) ALONG WITH ADDITIONAL
DRAWINGS OR SKETCHES CREATED TO CONVEY COMPLETED INSTALLATION.
REV.
I DATE I DRWN I CHKD
REMARKS
DESIGNED BY:_
DRAWN BY:
SHEET CHWD BY:.
CROSS CHK'D BY:
APPROVED BY:
DATE:
T. ROSCHEN
M. SMITH
T. ROSCHEN
J. DOUGHNEY
J. DOUGHNEY
SEPTEMBER 2023
INTERPRETATION OF CONTRACT DOCUMENTS:
1. IF DURING PERFORMANCE OF WORK, THERE IS A CONFLICT, ERROR, OR DISCREPANCY BETWEEN OR AMONG CONTRACT
DOCUMENTS AND LAWS AND REGULATIONS, PROVIDE THE HIGHER PERFORMANCE STANDARD UNLESS OTHERWISE DIRECTED BY
ENGINEER.
2. PRIORITY OF DOCUMENTS: FIGURED DIMENSIONS GOVERN OVER SCALED DIMENSIONS, DETAILED DRAWINGS GOVERN OVER
GENERAL DRAWINGS, LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, CHANGE ORDER
DRAWINGS SUPERCEDE ORIGINAL CONTRACT DRAWINGS, AND CONTRACT DRAWINGS GOVERN SHOP DRAWINGS.
3. IN GENERAL, DRAWINGS DO NOT SHOW CONDUIT ROUTING. PLAN AND ROUTE CONDUITS IN COMPLIANCE WITH SPECIFICATIONS
AND DRAWING DETAILS. COORDINATE INSTALLATION WITH OTHER TRADES AND ACTUAL SUPPLIED EQUIPMENT.
4. DUCTBANK ROUTING SHOWN ON ELECTRICAL SITE PLANS IS DIAGRAMMATIC IN NATURE AND MAY NOT INCLUDE
INTERFERENCES THAT MAY BE PRESENT.
5. SEE ADDITIONAL NOTES ON ELECTRICAL LEGEND I AND II SHEET.
ENCLOSURE TYPES:
PROVIDE THE FOLLOWING NEMA TYPE ELECTRICAL ENCLOSURES, UNLESS OTHERWISE NOTED:
1. NEMA 1 IN DRY, NON -PROCESS INDOOR LOCATIONS.
2. NEMA 12 IN "DUST" LOCATIONS SHOWN ON THE DRAWINGS.
3. NEMA 4X 316 STAINLESS STEEL IN OUTDOOR LOCATIONS, ROOMS BELOW GRADE INCLUDING BASEMENTS AND BURIED VAULTS
AND "DAMP", "WET", OR "CORROSIVE" LOCATIONS SHOWN ON THE DRAWINGS. ENCLOSURES IN ALL PROCESS AREAS SHALL
BE NEMA 4X UNLESS OTHERWISE NOTED.
4. NEMA 7 AND LISTED FOR THE SPECIFIC NEC HAZARDOUS AREA CLASSIFICATION AS SHOWN ON THE DRAWINGS.
NEC CLASSIFIED HAZARDOUS AREAS:
1. THIS PROJECT INCLUDES NEC CLASSIFIED HAZARDOUS AREAS. THE FOLLOWING NATIONAL FIRE PROTECTION
ASSOCIATION (NFPA) STANDARDS APPLY:
• NFPA 820 - STANDARD FOR FIRE PROTECTION IN WASTEWATER TREATMENT AND COLLECTION FACILITIES
2. REFER TO SHEET G-6 FOR ADDITIONAL INFORMATION ON CLASSIFICATION BOUNDARIES.
3. EQUIPMENT, MATERIALS, AND INSTALLATION SHALL COMPLY WITH NEC ARTICLES 500, 501, 502, AND 503.
MATERIALS AND EQUIPMENT:
1. PROVIDE NEW MATERIALS AND EQUIPMENT UNLESS SPECIFICALLY NOTED OTHERWISE.
2. ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE LISTED BY UNDERWRITER'S LABORATORIES, INC., AND SHALL BEAR
APPROPRIATE UL LISTING MARK OR CLASSIFICATION MARKING. EQUIPMENT, MATERIALS, ETC. UTILIZED NOT BEARING A UL
CERTIFICATION SHALL BE FIELD OR FACTORY UL CERTIFIED PRIOR TO EQUIPMENT ACCEPTANCE AND USE.
3. PROVIDE MAJOR ELECTRICAL EQUIPMENT BY A SINGLE MANUFACTURER: I.E. UNIT SUBSTATIONS, SWITCHGEAR, MOTOR
CONTROL CENTERS, DISCONNECT SWITCHES, TRANSFORMERS, PANELBOARDS, ETC.
EQUIPMENT SIZE, HANDLING AND STORAGE:
1. COORDINATE WITH EQUIPMENT MANUFACTURER SHIPPING SPLITS TO PERMIT SAFE HANDLING AND PASSAGE OF EQUIPMENT TO
FINAL INSTALLATION LOCATION.
2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR UPRIGHT EQUIPMENT ORIENTATION DURING TRANSPORTATION.
3. PROTECT EQUIPMENT FROM MECHANICAL INJURY, OR EXPOSURE TO MOISTURE, CHEMICALS, OR CORROSIVE GASES. DO NOT
STORE ELECTRICAL EQUIPMENT OUTDOORS.
4. PROVIDE AND ENERGIZE TEMPORARY SPACE HEATERS IF REQUIRED TO CONTROL MOISTURE DURING STORAGE.
CUTTING AND PATCHING:
1. CUT AND PATCH IN A WORKMANLIKE MANNER AS REQUIRED TO INSTALL ELECTRICAL WORK.
2. CUTTING OF STRUCTURAL MEMBERS SUCH AS JOISTS, BEAMS, GIRDERS OR COLUMNS IS PROHIBITED.
3. PATCH SURFACES TO RESTORE TO ORIGINAL INTEGRITY (WATERPROOF OR FIREPROOF AS REQUIRED) AND APPEARANCE.
4. CORE DRILL HOLES IN CONCRETE FLOORS AND WALLS AS REQUIRED. PRIOR TO CORING CONCRETE, SCAN SLAB OR WALL
USING RADAR TO LOCATE AND IDENTIFY REBAR AND/OR CONDUIT AND WIRING. LOCATE CORES AS TO AVOID CUTTING OR
DRILLING THROUGH REBAR AND/OR CONDUITS. SPACE CONDUITS SO AS NOT TO ALTER THE STRUCTURAL INTEGRITY OF THE
EXISTING STRUCTURE BEING CORE DRILLED. NOTIFY ENGINEER IMMEDIATELY IF ANY REBARS ARE CUT OR UPON BECOMING
AWARE OF DISCREPANCIES WITHIN AREA OF WORK.
CDM
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
SERVICE AND METERING:
1. ELECTRIC POWER COMPANY SERVING THIS PROJECT IS DUKE ENERGY. POWER COMPANY CONTACT IS LOREN
KING, TELEPHONE [phone], EMAIL LOREN.KING@DUKE-ENERGY. COMPLY WITH POWER COMPANY
STANDARDS.
2. PAY FOR FEES AND CHARGES AS REQUIRED FOR TEMPORARY/CONSTRUCTION POWER FOR CONTRACTOR'S USE.
3. PAY FEES AND CHARGES FOR PERMANENT SERVICE VIA BID ALLOWANCE AND SUBMIT POWER COMPANY INVOICES
TO OWNER FOR SUBSTANTIATION.
4. POWER COMPANY WORK:
• FURNISH CONDUIT MATERIALS FOR UNDERGROUND SERVICE TO UTILITY TRANSFORMER(S).
• PROVIDE PRIMARY CONDUCTORS (OVERHEAD AND UNDERGROUND) TO UTILITY TRANSFORMER(S).
• PROVIDE UTILITY TRANSFORMER PAD(S) AND GROUNDING.
• PROVIDE UTILITY TRANSFORMER(S).
• TERMINATE UNDERGROUND PRIMARY CABLES AT THE UTILITY TRANSFORMER(S).
• TERMINATE UNDERGROUND SECONDARY CABLES AT THE UTILITY TRANSFORMER(S).
• PROVIDE METERING CURRENT TRANSFORMERS (CT'S), METER(S) AND METER WIRING MOUNTED IN PAD -MOUNTED
TRANSFORMER.
5. CONTRACTOR WORK:
• ARRANGEMENTS WITH POWER COMPANY TO OBTAIN SERVICE, PAY POWER COMPANY FEES, AND PROVIDE LABOR
AND MATERIALS REQUIRED FOR ELECTRICAL SERVICE.
• INSTALL PRIMARY UNDERGROUND CONDUITS.
• PROVIDE SECONDARY UNDERGROUND CONDUITS AND CABLE FROM UTILITY TRANSFORMER(S) TO SERVICE
ENTRANCE EQUIPMENT.
• PROVIDE EMPTY CONDUIT WITH PULL LINE FROM THE METERING CT ENCLOSURE TO THE METER BASE
ENCLOSURE.
• PROVIDE CONCRETE PAD FOR UTILITY TRANSFORMER SIZED PER UTILITY STANDARDS.
• PROVIDE LONG SWEEP CONDUIT STUBBED UP IN THE PRIMARY SIDE OF THE PAD -MOUNTED TRANSFORMER.
DEMOLITION AND DISPOSITION OF EQUIPMENT:
1. DRAWING PLANS SHOWING REMOVAL OF MAJOR MECHANICAL AND ELECTRICAL EQUIPMENT IS NOT INTENDED TO
SHOW ALL COMPONENTS TO BE DEMOLISHED. NOT ALL PIPING, CONDUITS, DUCTS, EQUIPMENT, ANCILLARY
DEVICES, ETC. ARE SHOWN. THE CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID.
2. UNLESS OTHERWISE SPECIFICALLY NOTED, REMOVE UNUSED EXPOSED CONDUIT AND SUPPORT SYSTEMS BACK TO
SOURCE AND/OR POINT OF CONCEALMENT INCLUDING ABOVE ACCESSIBLE CEILING FINISHES. WIRING SHALL BE
REMOVED.
3. CUT FLUSH WITH SLAB, CEILING, OR WALL ABANDONED CONCEALED CONDUIT. SUITABLY PLUG CONDUITS.
4. REPAIR AND RESTORE ADJACENT CONSTRUCTION AND FINISHES AFTER DEMOLITION IS COMPLETE.
5. MATERIAL AND EQUIPMENT INDICATED FOR REMOVAL OR DEMOLITION IS TO BECOME CONTRACTOR'S PROPERTY
UPON REMOVAL, UNLESS NOTED OTHERWISE. REMOVED MATERIAL TO BE PROPERLY HANDLED AND DISPOSED.
CLEANING:
1. REMOVE ALL RUBBISH AND DEBRIS FROM INSIDE AND AROUND ELECTRICAL EQUIPMENT AND ENCLOSURES.
2. REMOVE DIRT, DUST OR CONCRETE SPATTER FROM INTERIOR AND EXTERIOR OF EQUIPMENT USING BRUSHES,
VACUUM CLEANER OR CLEAN LINT -FREE RAGS. DO NOT USE COMPRESSED AIR.
DELEGATED DESIGN f PROFESSIONAL ENGINEERING SERVICES:
1. WHEN ENGINEERING SERVICES ARE SPECIFIED TO BE PROVIDED BY CONTRACTOR, CONTRACTOR SHALL RETAIN A
LICENSED PROFESSIONAL ENGINEER TO PERFORM THE SERVICES. ENGINEER SHALL BE LICENSED AT THE TIME
SERVICES ARE PERFORMED AND LICENSED IN THE STATE IN WHICH PROJECT IS LOCATED. IF THE STATE ISSUES
DISCIPLINE SPECIFIC LICENSES, ENGINEER SHALL BE LICENSED IN THE APPLICABLE DISCIPLINE. ENGINEER SHALL
BE EXPERIENCED IN THE TYPE OF WORK BEING PERFORMED.
2. ENGINEERING WORK SHALL BE DONE ACCORDING TO THE APPLICABLE REGULATIONS FOR PROFESSIONAL
ENGINEERS TO INCLUDE SIGNING, SEALING AND DATING DOCUMENTS.
CAR i�////�i
• y ,
�? 0449
0• •��
ey IV
2023.'1A Oil :44-04'00'
PROJECT NO. 20176-265366
FILE NAME: E003NFNT.DWG
GENERAL ELECTRICAL NOTES SHEET NO.
E-3
ISSUED FOR BID

F-
V)
7
p
U
LL.
O
z
O
F-
Q
NFr-
o
F-
Q
z
w
F-
F-
CY
w
F—
D
O
F—
U
w
O
CY
w
CY
w
O
z
Q
CY
O
LL.
CY
Q
n
CY
O
w
J
O
Z
p
W
D
W
m
O
F-
O
Z
w
Q
p
z
Q
0 (n
u
p �
� � p
N (n U
C31 V)
;_ 00 O
W
W
N n
Q O
U n
1 w
N
O LLI
O w
O ry
N O Q
?� U
N 4 Z
U w
d N r'
(� W W
O =
O
O O p
N / W
CY
LL. O
d n
O
_ O
� ° z
d -
w /
U _Z LLJ
Q
U
CY
O W LLJ
O Q
N 0 J
Q
O Z
I z o
Q (n
V)
N
W O
O J n
N
O m
U W
W
d p
O >
O I w
N n
� O
cDcn
F a Lo 0
0 O N w
I
O O cD p
w o o Q
N
Cl. No c z
M N 0 Ld
O \+�
\U) WO
U m w p
H Qj p w
_ U
O �~
w p CY
U g U
J cn
(nI >, + O
cnp
LL
u > L O
0
LLj W
LL.
+ N N
� / N W
X J U OO ry
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
Ft-
0
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
�
0
+
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
/
3
g
s
c
0
s
0
/
e
e
2
0
/ E
2 e
LL.
z e
7 \
ISSUED FOR BID

TO UTILITY
RISER POLE
co
UTILITY PAD -MOUNTED
TRANSFORMER
o
U
0
z
O
Q
N_
O
Q
z 1600A, 480V, 30
SERVICE ENTRANCE RATI
MAIN CIRCUIT BREAKER
W I
O
0
w
0
I
m
NEUTRAL BUS
w
o GND BUS
z
Q TO GROUND LOOP
m
O
4 SETS: 4"C.,
Q 3#600kcmil, 1 #4/OG
m -
O
w
J
0
SPD
z
o I
w
cn
w I
m
� I
O
'I LITY
=TER
4 SETS: 4"C.,
3#600kcmil, 1 #4/OGSC
480Y/277V, 30, 4W
500 KW/625 KVA
S08-GEN-01 STANDBY GENERATOR WYE CONNECTED
STANDBY GENERATOR
I I
SWBD-1
11600AF I — G N
1600AT
LSIG I ENGINE 1200AF1
CONTROLS 1
/ LSIG I MAIN
)1600AT
1600AF
W
PLC LSIG
2"C., MFR CABLES -­�
i 480-120V
3 SETS: 4"C.,
- 3#600kcmil, 1 #3/OG -
I
AUTOMATIC TRANSFER
SWITCH S08-ATS-1 SPD I
480V 1600A 3P 65KAIC
Z
w
Q
o GND BUS
z
Q
TO GROUND
LOOP
0
U
o
w
w
O
� Ur
� m
� W
o
z w
O Q
W Z
o
w
w
Q
U =
b
m �
3
O
�
O_
/ a_
O O
L
POWER
z
MONITOR
w Lil
rn �'
O �
i m
o cn
r)1 -1
z
=
Z o
cn
(n V)
a) w
U L�
L O
a> �
Un w
°1 m
0
0
1
O
0
0 0
(.0 m
V') cn
a U-) z
o
N Fn
N w
� 0
N
N Z
M Q
N (n
O Q
I z
\
>z
0
rn O
u U (n (]
N >� w
in W w
rn c: w w
E O
3
z a m
= I J cn
U 0 J I—0
't
N W
w
N I�
Unl T+ O
= E U'o
0 -0 U :2
"; E o0
0 0 o
6 � j co w
w / N
REV.
DATE
DRWN
CHKD
Ur 6 3 w
X J Q OQ�
NO.
4 SETS: 4"C., 3#600kcmil, 1 #4/OG
SWBD-1
FRONT ELEVATION
NTS
X
Q
0
0)
1600A, 480V, 30, 3W, 65kAIC
O3 O4 O5 O6 70 80 90 10 11
PER � 400AF
MFR 350AT
LSIG
SPD
POWER
MONITOR
GND BUS
O
—
a_
E
O O
00 -1O
p fY p
p 0 z
U-)
z D
o po
U J
w
U
w C�
a- ui z
S08-VFD-01
S08
q
O
WETWELL PUMP
WEPA
VFD NO.1
VF
Q
FLA 240A
FL
p
m �z
w
E Q
PUMP E
\o
CONTROL U
CONTROL 5
Ur
PANEL O p
PANEL
O
O p
U-) >
r� p
„ Z
U U
PTC-1
�
�
�
O
—
O
—
Z
U
Z
w
CD
J
J
w
cn
m
m
cn
�
U
O
(3
O
N
U
`3
N
(3
Li-
(3N
�
� N
U
200
TSHLCS
PSHEL
MSH
S08-P-01
PUMP
NO. 1
DESIGNED BY: T. ROSCHEN CDM
DRAWN BY: M. SMITH
SHEET CHWD BY: T. ROSCHEN Smith
CROSS CHK'D BY: J. DOUGHNEY
J. DOUGHNEY 4600 Park Road
APPROVED BY: Charlotte, NC 28203
REMARKS DATE: SEPTEMBER 2023 Tel: [phone]
l 400AF
J 350AT
LSIG
PUMP m
CONTROL 0 U
PANEL O p
l 400AF
J 350AT
LSIG
S08-P-02 S08-P-03
PUMP PUMP
NO. 2 NO. 3
400AF
)350AT
LSIG
150AF
20AT
Z
CD
�
N
J
J
N
d
\
r7
U
U
�UTUR�
S08-VFD-04 i
S08-LCP-11
WETWELL PUMP I
GRINDER
CONTROL
VFD NO 4
PANEL
N0. 1
PUMP
CONTROL
PANEL
-i
C�
D
N
U
Z_
N
Z4�
U �
co
M
C�
z
FUTURE
z
J
P rC_ 4
J
J
U
J
dZi
J
1-,\
d
Ljz
Z
UZ
U
N
\�
P`) Un
NUN
Mc/)
l 150AF
J 20AT
S08-LCP-12
GRINDER CONTROL
PANEL NO. 2
LCS �200 rSH PSH 5 TSH ES ' 5 TS
�MSH WSH WE
FUTURE S08-G-1 1 r S08-G-12
S08-P-04 GRINDER GRINDER
PUMP NO. 1 N NO. 2
NO. 4
U
SUBMERSIBLE PUMPS
ONE -LINE POWER DIAGRAM
NTS
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
Jy-ry-)
150AF
100AT
480V
KVA
'Y1
120/240V
1 P, 3W
150AF
15AT
NOTES:
1. THE MAIN CIRCUIT BREAKER, AUTOMATIC TRANSFER SWITCH AND THE
SWITCHBOARD ARE SIZED TO OPERATE ALL THREE PUMPS
SIMULTANEOUSLY. THE GENERATOR IS SIZED TO OPERATE TWO PUMPS
SIMULTANEOUSLY.
2. SWITCHBOARD MAIN BREAKER, MAIN CIRCUIT BREAKER, ATS BREAKER
AND GENERATOR BREAKER SHALL BE 100% RATED.
3. THE SPDs SHALL BE SIZED BY THE SWBD AND ATS MANUFACTURERS
AND IN ACCORDANCE WITH THE SPECIFICATIONS.
4. PROVIDE 4 TRIAD 2C#16TSW MULTICONDUCTOR CABLE (BELDEN 1097A
OR EQUAL) IN 2" CONDUIT UNLESS OTHERWISE NOTED BY THE
MANUFACTURER. COORDINATE WITH PUMP MANUFACTURER FOR FINAL
CABLE SELECTION BETWEEN THE TERMINAL CABINET AND PUMP
PROTECTION PANEL.
5. THE SWITCHBOARD SHALL BE PROVIDED WITH ARC ENERGY REDUCTION
MAINTENANCE SWITCHES FOR CIRCUIT BREAKERS 1200AF AND LARGER.
6. PROVIDE 2-30A AND 4-20A SPARE CIRCUIT BREAKERS IN THE
SWITCHBOARD.
12 13 14 15 16 18
1150AF )1 50AF
J 15AT 25AT
150AF
25AT
1 150AF )150AF
J 20AT 30AT
150AF
20AT
SPARE SPARE
(SEE NOTE 6) (SEE NOTE 6)
/ 30A
30A 30A 30A 30A
CD C�
ES 1(3)1 5KW 3 5KW 10 TONS 10 TONS 5 1/2
PANEL LP AHU-1 AHU-2 ACCU-1 ACCU-2 HOIST TROLLEY
� N
N
PUMP STATION 1
ONE LINE POWER DIAGRAM
MODIFICATIONS
PROJECT NO. 20176-265366
FILE NAME: E102NFOL.DWG
SHEET NO.
E-102
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
Fr-
o
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
+
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
/
e /
4
= 2
a c
E o
/ 0
L /
e
c e
c E
0
/ ƒ
/ c
2
/
e
a ƒ
0
3 J
/ /
2 c
LLJ
i /
@ 4
J 0
41 2
. g
� C
/
2 Q
¥
0
3 \
U /
0 a
E <
c z
2 0
< /
(10 /
0
/ ry
ƒ \
/
* /
Ld
ƒ E
�i/ /
/C-4/ Lli
¥ / 04 / /
0 .\
/a
��ce
»=e>
\ \//
@ @g/
viE3bic
\ / o g o
e
/e0bi
\�
Z:0,\
0 /
q E / /
= \ / \
C) \
\ LLJ
\
/ \ Co
ƒ q i \ /
x - o @ ±
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
Fr-
o
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
+
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
/
0 co
c s
\ /
a_ s
0 0
04
o /
je
LLJ
< 0
E
2
/ c
/ /
LLI
s <
2 .
\ � 2 /
»
±
LLJ
2 /
J 0
% ƒ
e o
. /
I -
z Q
k ©
3 /
o e
I 3
0 a
� <
k 0
® /
§ 0
/ \ ƒ
E -
ƒ \
u \
/ 4 3
7 I /
b e
o / g
G < (.0/
04
0 6 ƒ1 \
\f c
i
Cl. 04
o \\
%\�/
® w /
e
�§c®c
E33/
b @ 0 /
7 / \
i�/
q
\ \
C) \ \
/ \ \
/
ƒ q i \ /
x - o @ ±
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
Ft-
0
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
�
0
+
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
/
3
g
s
c
0
s
0
/
e
e
2
0
±
2
c
/
e
\
/
a
E
c
LLJ
c
/
4
e
0
2
±
0
0
z
2
0
s
e
e
g
a
<
z
0
7
/
s
0
s
2
y
I
c
c
c
3
0
E
E
7 /
0
e 7
9 c
m c
ISSUED FOR BID

F-
V)
7
p
U
LL.
O
z
O
F-
Q
NFr-
o
F-
Q
z
w
F-
F-
CY
w
F-
D
O
F-
U
w
O
CY
w
CY
w
O
z
Q
CY
O
LL.
CY
Q
n
CY
O
w
J
O
Z
p
W
D
W
m
O
F-
O
Z
w
Q
p
z
Q
cn
7
p
C)
L-
O
CY
w
w
O
rn r�l
3 w
w
0
Z w
N ry
O Q
N
W Z
p W
p ry
Q W
U11-1
=
_M p
m �
Q
O CY
O
/ n
o w
U O
L U
� z
a�
w w
0
rn �
o ry
0
r7 J
I z
z o
z
(n V)
� w
U W
> O
N n
c �
� m
to p
w
p p
>
O O
O �
QO
r7
U-) Z
I� O O
O N (n
p / LL,
N O p
O p
N Z
r7 / Q
N V)
O Q
04
I
z
rn w
0
^, UU (n 0
N �;, W
(n E N '1� W
0)H C N W
0
E 3 U
Z a ry
bi
2 I J cn
U O J Z
r7 0 N Q04
W
N I�
cnl >` + O
a cn
= E p
U a> E p
u > U U O
U U
co W
W +' O S
N
X Ld
J a 0rK
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
Fr-
o
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
+
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
O ?
» ®
c �
£ c
c o
� s
e o
b /
e
c e
c E
0
/ ƒ
/ c
2
/
e
a ƒ
0
3 J
/ /
2 c
LLJ
i /
@ 4
J 0
41 2
. g
� C
/
2 Q
¥
0
3 \
U /
0 a
E <
c z
2 0
< /
(10 /
0
/ ry
ƒ \
/
* /
Ld
_ ƒ E
w cn
CL / 0
00 \ 04
/ / /
& 7 04 /
@ \ coa-o c e
/��6/
o e = e >
E a ± > 2
\ @ / L /
�a� /c
�f/ /
Fbi
0 e \ / F-
bi
Z , cn
\
0 /
q E / /
�\/0
C) \ \
/ \ \
/
ƒ q i \ /
x - o @ ±
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
2
0
/
LLJ
z
/
R
±
$
c
�
\
0
F-
%
\
c
0
±
±
±
e
�
0
+
z
4
±
0
s
\
4
±
±
0
\
0
±
4
3
3
c
0
e
e
I
0
e
\
x
e
«
<
0
z
«
/
2
0
2
c
0
ISSUED FOR BID

±
R
_
g
2
c
G
s
0
z
0
\
w
Fr-
o
/
LLJ
z
/
R
±
$
c
�
\
0
/
$
\
c
/
e
±
e
e
/
0
+
z
4
e
0
s
\
<
±
e
0
\
0
±
y
z
3
c
0
e
e
I
0
e
\
z
e
ƒ
c
z
4
/
3
g
s
c
0
s
0
/
e
e
2
0
±
e 2
�
o c
7
2 e
0 <
0
i \
c e
c E
/ /
M /
3 e
/ 0
ƒ
\ o
a o
2 2
E ry
� e
0
/
2 9
n /
m c
o s
\ ©
$ E
c \
e
ISSUED FOR BID

F-
V)
7
p
U
LL.
O
z
O
F-
Q
NFr-
o
F-
Q
z
w
F-
F-
Ir
w
F—
D
O
F—
U
w
O
CY
w
CY
w
O
z
Q
CY
O
LL.
Ir
Q
n
CY
O
w
J
O
Z
p
w
D
w
m
O
F-
O
Z
w
Q
p
z
Q
cn
7
p
0
L-
O
CY
w
w
O
rn �
3 w
v
w
LL. ~
z w
r7 ry
O Q
0
LEI Z
p w
p ry
Q w
U =
_M p
m �
Q
O CY
O
/ n
o w
U O
L U
� z
a�
LEI Llj
0
rn �
o ry
0
r7 J
I z
z o
z
(n V)
� w
U �
> O
N ry
n
c �
� m
(o p
w
p p
>
O O
O n
(D
g r)
d U-) Z
O O
r7 N Fn
/ w
(C) O p
N
M O p
N Z
r7 / Q
N co
O Q
I
z
rn w
0
^, 0U c p
N �;, w
(n E (D W w
W
Z a ry
2 I Jcn
U O J Z
r7 0 N Q w
04
N I�
U)I >` + O
a cn
= E p
U a> E p
u > U U O
U U
co w
W +' O Co
CV
X Ld
J a O lr
ISSUED FOR BID

_
F-
V)
7
0
0
w
0
z
0
Q
N
0
Q
z
w
F-
w
F-
D
0
F-
F-
0
w
0
o'
o_
o'
w
F-
0
z
Q
o'
0
w
o'
Q
o_
o'
0
w
0
z
0
w
D
w
m
0
0
z
w
n,
Q
0
z
Q
0
0
w
0
ry
w
w
O
0
� w
= w
V ~
z w
0 Q
0
w z
o w
w
0 =
� o
m w
Q
0 m
0
U O
L O
U z
w w
0
0 0'
w
0
� w
I z
z
o
cn
cn V)
� w
U w
> o
cf) w
c �
m
cf) o
°' w
0 0
0 O
� w
-5 m
n N-) u�
Ln z
N C)
cn
CO w
o � o
N � �
o z
N
r / Q
N
oN a
rn a �>
�y
0' 0 wo
^, U cn 0
N � w
ai a) n- w
a) c w
-0
E
E o
z a Fy
= I J cn
"t O CD Z
n O N w
N O =
N I
cnl ' o
E U)o
E o0
p O
w
w % � ) o
mx-1 aO�
LIGHTING FIXTURE SCHEDULE
TYPE
WATT
DESCRIPTION MFR (OR APPROVED EQUAL)
POLE MOUNTED LED LIGHT FIXTURE, EXTRUDED ALUMINUM DRIVER ENCLOSURE THERMALLY ISOLATED FROM LIGHT
SQUARES; HEAVY -WALL; DIE CAST ALUMINUM HOUSING. DIE CAST ALUMINUM HEAT SINKS; POLYESTER POWDER COAT
COOPER LIGHTING SOLUTIONS
A
67
BLACK FINISH; PHOTOCELL CONTROLLED; 4000K; 8,125 LUMENS; HIGH PERFORMANCE LED 1.2A DRIVER; UNIVERSAL
GALLEON AREA AND ROADWAY LUMINAIRE
VOLTAGE; TYPE T3 LIGHT DISTRIBUTION; QUICK MOUNT ARM - DIRECT POLE MOUNT; UL LISTED FOR WET LOCATIONS;
PART #: GLEON-SA1 D-740-U-T3-QM
IP66 RATED, 5 YEAR WARRANTY.
LED SCONCE; LED WALL MOUNTED FULL CUTOFF FIXTURE; SINGLE PIECE DIE-CAST ALUMINUM HOUSING AND DOOR
FRAME; MEMORY RETENTIVE GASKET SEALS; STAINLESS STEEL HARDWARE; CLEAR GLASS LENS; 32LED, FULL LIGHT
GARDCO: 121 LED SCONCE-GEN 4 SERIES
B
70
OUTPUT, 6969 INITIAL LUMENS, 4000K, TYPE 4 LIGHT DISTRIBUTION; POLYESTER POWDERCOAT DARK BRONZE FINISH;
PART #:
700mA LED DRIVERS; LED THERMAL MANAGEMENT; EMERGENCY BATTERY PACK COLD WEATHER; 120V; UL LISTED WET
121-32L-700-NW-G4-4-EBPC-120-BK
LOCATION; PHOTOCELL; 5 YEAR WARRANTY
LED LINEAR SUSPENDED LUMINAIRE, 4000 NOMINAL LUMEN OUTPUT, 80 CRI, 4000K, GENERAL DISTRIBUTION, METAL
C
37
HOUSING, POLYESTER POWDER WHITE FINISH, LED BOARDS ARE INDIVIDUALLY REPLACEABLE, 0-10V DIMMING DRIVER,
PHILIPS DAYBRITE: LBX LED
UNIVERSAL VOLTAGE (120-277V), 5 YEAR WARRANTY.
LBX-40L-840-UNV-DIM
C1
37
SAME AS TYPE 'C' ABOVE WITH EMERGENCY BATTERY
PHILIPS DAYBRITE: LBX LED
LBX-40L-840-UNV-DIM-EMLED
POLE MOUNTED LED LIGHT FIXTURE, EXTRUDED ALUMINUM DRIVER ENCLOSURE THERMALLY ISOLATED FROM LIGHT
SQUARES; HEAVY -WALL; DIE CAST ALUMINUM HOUSING. DIE CAST ALUMINUM HEAT SINKS; POLYESTER POWDER COAT
COOPER LIGHTING SOLUTIONS
D
67
BLACK FINISH; PHOTOCELL CONTROLLED; 4000K; 9,468 LUMENS; HIGH PERFORMANCE LED 600mA DRIVER; UNIVERSAL
GALLEON AREA AND ROADWAY LUMINAIRE
VOLTAGE; TYPE T4FT LIGHT DISTRIBUTION; QUICK MOUNT ARM - DIRECT POLE MOUNT; UL LISTED FOR WET LOCATIONS;
PART #: GLEON-SA2A-740-U-T4FT-QM
IP66 RATED, 5 YEAR WARRANTY.
EXIT SIGN W/DIE CAST ALUMINUM HOUSING, WHITE BODY, BRUSHED ALUMINUM FACE, RED LED LAMPS, RED
EX
3.8
POLYCARBONATE LENS W/PRISMATIC DIFFUSER, SEALED NICKEL CADMIUM BATTERY, FULLY AUTOMATIC SOLID STATE
PHILIPS CHLORIDE: 55 LINE SERIES
CHARGER, FLAT OR OPENING MOUNTED AS REQUIRED, UL LISTED FOR DAMP LOCATION; 120V, 12V DC
200 AMP MAIN BREAKER PANELBOARD LP-1 LOCATION: ELECTRICAL BUILDING
200 AMP BUS RATING 42 POLES 22 KA SHORT CIRCUIT RATING ENCLOSURE RATING: NEMA 1
120/240 VOLTS 1 PHASE 3 WIRE 60 Hz. ELECTRONIC GRADE: NO MOUNTING: SURFACE
CIRCUIT
NO.
DESCRIPTION
LOAD
KVA
BREAKER
AMPS/
POLES
CO
w
l­-
zo
CIRCUIT
NO.
DESCRIPTION
LOAD
KVA
BREAKER
AMPS/
POLES
U)
w
zz
LINE
1
LINE
2
LINE
1
LINE
2
1
BYPASS PUMP COOLANT HEATER
0.72
100001
20 /1
2
2
ELECTRICAL BUILDING INTERIOR RECEP.
0.72
20 /1
4
3
ELECTRICAL BUILDING EXTERIOR RECEP.
0.36
20 /1
1
4
ELECTRICAL BUILDING EXTERIOR RECEP.
0.36
20 /1
4
5
ELECTRICAL BUILDING LIGHTING
0.2
20 /1
1
6
ELECTRICAL BUILDING LIGHTING
0.2
20 /1
4
7
S08-PLC
0.5
20 /1
1
8
ELECTRICAL SITE LIGHTING
0.35
20 /1
2
9
ELECTRICAL SITE LIGHTING
0.35
20 /1
2
10
BYPASS PUMP CONTROLS
0.1
20 /1
1
11
S08-LIT-01
0.1
1 20 /1
1
12
S08-LIT-02
0.1
20 /1
1
13
SPARE
20 /1
14
S08-FIT-01
0.1
20 /1
4
15
WET WELL RECEPTACLES
0.36
20 /1
1
16
METER VAULT SUMP PUMP
1
20 /1
1
17
EQUIPMENT RACK RECEPTACLE
0.18
20 /1
1
18
EXISTING ODOR CONTROL SYSTEM
1
20 /1
2
19
21
EWH-1
AAAAA
2.1
2.1
20 /2
2
20
22
GENERATOR COOLANT HEATER
1.2
1.2
20 /2
2
23
GENERATOR BATTERY CHARGER
AAAAA
1.2
20 /1
1
24
GENERATOR ALTERNATOR HEATER
0.2
20 /1
3
25
GENERATOR SPACE HEATER
1
20 /1
1
26
GENERATOR RECEPTACLE
0.18
20 /1
1
27
29
EXISTING WELL HOUSE PANELBOARD
5
5
100 /2
3
28
SPARE
SPARE
20 /1
20 /1
30
31
SPARE
100001
20 /1
32
SPARE
20 /1
33
SPARE
20 /1
34
SPARE
20 /1
35
SPARE
20 /1
36
SPARE
20 /1
37
SPARE
20 /1
38
SPARE
20 /1
39
SPARE
20 /1
40
SPARE
20 /1
41
SPARE
20 /1
42
SPARE
20 /1
TOTAL LINE KVA THIS SIDE
9.55
9.62
TOTAL LINE KVA THIS SIDE
3.5
3.21
TOTAL KVA PER LINE
13.05
12.83
r1IBRANCH CIRCUIT WIRING: 1"C., 2#12, 1#12GIr21BRANCH CIRCUIT WIRING: VC., 2#10, 1#10G
3. BRANCH CIRCUIT WIRING: 1-1/2"C., 2#1, 1#8G 4. BRANCH CIRCUIT WIRING: 3/4"C., 2#12, 1#12G
MINI POWER ZONE MPZ-1
7.5 KVA 1-PHASE TRANSFORMER
480 VOLT PRIMARY
20 AMP 2 POLE PRIMARY MAIN BREAKER
35 KA
40 AMP 2 POLE SECONDARY MAIN BREAKER
40 AMP BUS RATING 18 POLES
120/240 VOLTS SECONDARY 1 PHASE 3 WIRE
60 Hz.
LOCATION:
10 KA SHORT CIRCUIT RATING ENCLOSURE RATING:
ELECTRONIC GRADE: NO MOUNTING:
OUTDOOR
NEMA 4X ,
SURFACE
CIRCUIT
NO.
DESCRIPTION
LOAD
KVA
BREAKER
AMPS/
POLES
o7
�
zz
CIRCUIT
NO.
DESCRIPTION
LOAD
KVA
BREAKER
AMPS/
POLES
U)
�
zz
LINE
1
LINE
2
LINE
1
LINE
2
1
EXISTING PUMP STATION BUILDING RECEP.
0.18
AAAA§
20 /1
5
2
EXISTING S07-PLC
0.5
20 /1
5
3
EXISTING PUMP STATION BLDG. INTERIOR LIGHTS
0.2
20 /1
5
4
EXISTING PUMP STATION BLDG. EXTERIOR LIGHT
0.2
1 20 /1
5
5
EXISTING PUMP STATION BLDG. SITE LIGHT
0.1
20 /1
5
6
S07-LIT-01
2011
5
7
S07-FIT-01
0.1
20 /1
5
8
S07-LIT-02
0.1
20 /1
5
9
PUMP CONTROL PANEL S07-PCP-01
0.1
20 /1
5
10
SPARE
20 /1
11
SPARE
20 /1
12
SPARE
20 /1
13
SPARE
20 /1
14
SPARE
00.98
2011
15
SPACE
/1
16
SPACE
/1
17
SPACE
/1
18
SPACE
/1
TOTAL LINE KVA THIS SIDE
0.38
0.3
TOTAL LINE KVA THIS SIDE
0.3
TOTAL KVA PER LINE
0.6
TOTAL KVA
1.58
NOTES:
NOTES CONT.:
1.
PROVIDE LOCKING HARDWARE
2.
5 ma GROUND FAULT INTERRUPTER (GFI) CIRCUIT BREAKER
3.
30 ma GFI CIRCUIT BREAKER FOR EQUIPMENT PROTECTION ONLY (HEAT TRACE)
4.
PROVIDE LOCKING HARDWARE & PAINT BREAKER HANDLE RED (FACP)
5.
BRANCH CIRCUIT WIRING: 1"C, 2#12 & 1#12G
6.
7
8.
EV I DATE I DRWN I CHKD
REMARKS
DESIGNED BY:_
DRAWN BY:
SHEET CHK'D BY:.
CROSS CHK'D BY:
APPROVED BY:_
DATE:
T. ROSCHEN
M. SMITH
T. ROSCHEN
J. DOUGHNEY
J. DOUGHNEY
SEPTEMBER 2023
CDM-=
Smith
4600 Park Road
Charlotte, NC 28203
Tel: [phone]
TYPE 'A' FIXTURE
(SEE LIGHTING
FIXTURE SCHEDULE)
20' -
ALU t
WITH
WP LIGHT SWI'
SHOWN ON PL
SWITCH MTD P
SEE NOTE 2)
FINISH 31
NOTES:
POLE SHALL MEE
LOADS AND GUS-
FOR RELATED PF
LOCATION.
2. PROVIDE SWITCH ON SIN(
LIGHT POLE FOR EACH
CIRCUIT ON THE
PANELBOARD. WHEN SWIT
IS ON, LIGHT CONTROLLE
BY PHOTOCELL, WHEN
SWITCH IS OFF, LIGHT IS
OFF.
BOND CIRCUIT GROUND-
ING CONDUCTOR TO POLE
INSULATED GROUNDING
BUSHINGS BONDED
TO POLE (TYP.)
**
CURB/ROAD EDGISETBACK
=2" AT WALKWAYS;18" AT ROADWAYS 3& PARKING AREAS
** =48" AT WALKWAYS;
24" AT ROADWAYS
SEE NOTE 2
POLE FURNISHED BY
HAPCO OR APPROVED
EQUAL
POLE MOUNTED LUMINAIRE
DETAIL rL1
NTS -
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
UNDISTURBED
EARTH
NOTES:
L
POLE WITH HANDHOLE AND
INTERNAL GROUNDING STUD
GROUT
2" CHAMFER
FINISHED GRADE
3/4"C., #6 BARE COPPER
GROUNDING CONDUCTOR
GROUND ROD AND CLAMP
ANCHOR BOLTS WITH
LEVELING NUTS BY POLE MFR
CONDUIT (SEE SITE PLAN, TYP)
SELECT COMMON FILL
COMPACTED IN 12" LIFTS
PRECAST CONCRETE BASE
1. LIGHT POLE FOUNDATION SHALL BE A PRECAST CONCRETE FOUNDATION
DESIGNED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER
ENGAGED AT THE EXPENSE OF THE CONTRACTOR. DESIGN SPEED SHALL BE
IN ACCORDANCE WITH ASCE 7-16 FOR THE PROJECT SPECIFIC SITE.
CONTRACTOR SHALL CONFIRM SOIL CONDITIONS WITH A NORTH CAROLINA
REGISTERED PROFESSIONAL GEOTECHNICAL ENGINEER. DESIGN SHALL BE
SIGNED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER, REGISTERED
IN THE STATE OF NORTH CAROLINA.
2. EMBEDMENT DEPTH AS REQUIRED PER DELEGATE ENGINEER. MIN.
EMBEDMENT IN CLAYEY SOILS 6'-6", MIN EMBEDMENT IN SANDY SOILS
4'-6".
3. REFER TO SPECIFICATIONS FOR MATERIALS.
STANDARD LIGHTING BASE
DETAIL rL
NTS -
STANDARD
LIGHTING BASE
PANELBOARD AND
LIGHT FIXTURE SCHEDULES
�j
0449 ; f
�F`,o •:,NGI NE�,`: F� ��
,///�%�" QI g`ney IV
2023.10.06 15:45:25-04'00'
PROJECT NO. 20176-265366
FILE NAME: ED04NFSH.DWG
SHEET NO.
E D-4
ISSUED FOR BID

B 7C D E F A G H
MINIMUM C2 316 STAINLESS STEEL FINISHED GRADE
= CHANNELS LENGTH AND NUMBER
1-1 /4" AS REQUIRED UNPAVED PAVED
ct)�(�,P) EXISTING GROUND
(4)-9/16" DIAMETER HILTI SURFACE DETECTABLE POLYETHYLENE
o KB-TZ SS 316 ANCHORS, OR WARNING TAPE
U O O APPROVED EQUAL, WITH 4.438"
LL_o EMBEDMENT/%\//\\// PAVING AND
z c O 8" x 8" x 3/4" MINIMUM UNPAVED (SEE NOTE 1) COMPACTED SUB -BASE MATERIAL
o 316 STAINLESS STEEL PLATE FINISHED COMMON FILL--,,,,,.
316 STAINLESS STEEL,_,_,_,_,_,_,_,_,_,_, \\
Q SUNSHIELD 1-1/4" (TYP) (TYP OF 2) GRADE�- �- �- -�-�
N DETECTABLE RED �'
(SEE NOTE 2)
o EXISTING POLYETHYLENE WARNING TAPE I-I-I--I--I--I-I-I
-�-�-�-11- -1-�-�-1- COMPACTED
NO ,� �;!;!;!;!;!;!;!;�-,. GRANULAR FILL
= GROUND FULL LENGTH OF TRENCH, 12 !�! �! /<
VEHICULAR
Q SURFACE TRAFFIC BELOW FINISHED GRADE ;!;;/�
— — — — — — COMPACTED //�//\\// 7 1 /2-i �- �- �- -� 3» COVER (TYP)
o' LL
72 X C4 x 5.4 MIN PANEL 316 STAINLESS STEEL POST FILL PER(MIN. OF 2, SEE NOTE 3, SPECS i< (TYP) REINFORCEMENT Q NUMBER AS REQUIRED) #4 @ 12" AROUND% 71/2 SPACING(TYP)
D _ _ z % PERIMETER 3»
1 /2" 316 STAINLESS STEEL :2 \ %
A FILL PER SPECS #3 12" TIES
THRU BOLT (TYP) I CONCRETE DUCT
CONCRETE FASTENER `V PLASTIC CONDUIT •,Da�4D �4Dp 4 ENCASEMENT
w
SPACERS 4 FT. OC
o FULL PENETRATION 6" MIN.
COMPACTED SCREENED GRAVEL
" PLATE (3/4THICK MIN)
� BUTT WELD (TYP) DIRECT BURIAL 12" MIN.
o-
CONCRETE SLAB (SIZE AS CONDUIT AS INDICATED
w FINISHED REQUIRED). REFER TO DETAILS ON PLANS AND SPECS.
i GRADE ON STRUCTURAL DRAWINGS. (TYP),> CONTINUOUS #4/0 BARE UNDISTURBED EARTH
o ,�� 6 MIN. COPPER STRANDED GROUND
z CONDUCTOR RUN UNDER
Q ° ° /\\/\\ \\//\�/,\�/�\�// ° ° ° \�j�\�/,\�/�\\ ° ° 12 MIN. !i,, CONCRETE DUCTBANK
2" MIN
30" 12" MIN
UNDISTURBED EARTH NOTE:
Q ° p
w p ° NOTE: 1. DUCT BANKS SHALL BE REINFORCED WHEN
0 NOTES: ° ° p INSTALLED OVER NEW PIPELINES OR UNDER
1. REFER TO DETAIL 'C' ON THIS SHEET FOR CONCRETE ROADWAYS, PARKING LOTS OR ANY AREA
0 1. ALL HARDWARE SHALL BE 316 STAINLESS STEEL. ENCASED DUCTBANK WHEN INSTALLING OVER NEW SUBJECT TO VEHICULAR TRAFFIC. INSTALL 2
12" PIPELINES OR BENEATH ROADWAYS, PARKING LOTS OR ANY REINFORCING BARS AS SHOWN ON THE
2. A SUNSHIELD SHALL BE INCLUDED ON EQUIPMENT OTHER AREA SUBJECT TO VEHICULAR TRAFFIC. CONCRETE DRAWINGS, EXTENDING 5-FT. BEYOND AREA
z RACKS THAT CONTAIN INSTRUMENTS (LIT, FIT, ENCASEMENT SHALL EXTEND 5-FT. BEYOND AREA NEEDING NEEDING PROTECTION.
PROTECTION.
ETC), ODOR CONTROL PANELS, AND ANY OTHER
cn PANELS WITH AN INDICATING SCREEN.
D
LIJ
m 3 MULTIPLEEQUIPMENT RACK FOR PIECES EQUIPMENT SHALL BE PROVIDED WITH STAINLESS EQUIPMENT MOUNTING RACK TYPICAL DIRECT BURIED CONDUIT INSTALLATION CONCRETE ENCASED ELECTRICAL DUCTBANK
STEEL POST AND OTHER INCIDENTALS AS
o INDICATED ON THE DETAIL EVERY 4'-0". DETAILKO'A DETAILKOB DETAIL rc
z
w NTS - NTS - NTS -
Q
0
z
Q
� 13/32" DEPTH x 13/16" EXPANSION JOINT
o WIDE 316 STAINLESS STEEL CONCRETE
1 5 8"MIN UNISTRUT SLAB CONDUIT EXPANSION FITTING
ILI-o "OZ" CO. TYPE "AX"
316 STAINLESS STEEL
LIJ BOLT, NUT & WASHER
o AS REQUIRED
PHENOLIC
o CONCRETE EXPANSION ANCHOR 3/8 NAMEPLATE
z w MINIMUM 3/8" DIAMETER -SIZED �NP) X 3
o Q CROUSE HINDS TYPE "CGB" LARGER AS REQUIRED BASED
o CONNECTOR FURNISHED ON SUPPORTED LOAD
z WITH PUMP BONDING JUMPER OZ"
w—EQUIPMENT»
o w WITH EXTERNAL MOUNTING ,>
v w FEET SIMILAR MOUNTING CO. TYPE AJ
PROVIDE BUSHING TO
� FIT CABLE FOR ENCLOSURES WITH
°D Q BUILDING STEEL FINISHED GRADE WALL INTERNAL MOUNTING HOLES) EXPANSION FITTING
O � TO ROOF ---ENCLOSURE
#4/0 BARE
DETAIL G
0 o COPPER CONTROL
GROUND LOOP 41 PANEL OR NTS -
a z AROUND DISCONNECT
w cwCOUPLING
BUILDING CONDUCTORS
o III=III II'- TO TERMINALS
� Il �l l l- MIN 6 CONNECTOR NOTES: FORM SQUARE
ALL AROUND CAST IRON MONUMENT CASE WITH COVER
� -i ADAPTERNEENAH CAT. No. R-1978-B OR EQUAL.
I z COUPLING 1. APPLICABLE FOR ALL NON CAST-IRON ENCLOSURES OR 1 " 6" PROVIDE IDENTIFICATION TAG AS SHOWN
z o EXOTHERMIC WELDEXOTHERMIC BOXES.
(ncn 2'- O WELD FINISHED GRADE
#4/0 BARE COPPER MIN CONDUIT PER SPECIFICATIONS CONDUIT & CABLE
°; � TO REBAR AT 20' f O.C. 2. INSTALL STRUT IN VERTICAL ORIENTATION TO FINISHED
FLOOR FOR EQUIPMENT WITH EXCESSIVE WEIGHTS. CONCRETE ALL AROUND
a 0 3/4" O.D. x 10'-0" GROUSE HINDS _ 12"
° v v COPPER CLAD TYPE "EYS" FINISHED GRADE GROUND ROD CONDUIT SEAL 3. PROVIDE ALL MATERIAL, LABOR, AND INCIDENTALS MECHANICAL CLAMP ° a °
° ° (EMPTY)/\/\/\/\/\/\ \/\/\/\/\/\/` REQUIRED FOR MOUNTING ENCLOSURE TO WALLS
�/i /i�/i,/ice/i�/i i /i /i�/i,/i�/i�/ OTHER THAN CONCRETE. N v
•e o CONTINUOUS BARE COPPER
NOTE: ADAPTER (TYP) 4. ALL HARDWARE SHALL BE 316 STAINLESS STEEL. r a'.m *', •. GROUND CABLE, SIZE AS
� 1. REFER TO SECTION 1 ON SHEET S-103 FOR CONDUIT PER SPECIFICATIONS
DETAIL FOR PRECAST WALLSINDICATED ON PLANS
N. � GROUND ROD 4
M N Fn
p w
C LONG SWEEP ELBOW
z 4 INCH SQUARE ENGRAVED BRASS \��•�`` �N C'QRO
_
o
a"'i o a cn COVER IDENTIFICATION
FASTEN WITHDILL
STAINLESS ����OFESS/�N•%yy��%
i
° �I z BULIDING STRUCTURE BONDING WATER -TIGHT CONNECTION EQUIPMENT ENCLOSURE MOUNTING o ROUND0 STEEL SCREWS. 9� •
• 0449
^ o o DETAIL rD DETAIL rE DETAILKT GROUND ROD TEST WELL STATION°s .0.
0
N E � � � NTS - NTS - NTS - DETAIL rH %,,;�'°�%�••....... �r��\`,.,.
w / /i`� �ney IV
NTS - 2023.1 11 45:33-04'00'
CD
= I Jcn
N O Q Z
r7 N w DESIGNED BY: T. ROSCHEN PROJECT N0. 20176-265366
N IX ° = � M. SMITHCDM MSD OF BUNCOMBE COUNTY, NORTH CAROLINA FILE NAME: ED05NFDT.DWG
I T E U DRAWN BY: smith
-0 g cn o SHEET CHK'D BY:-
0T. ROSCHEN SHEET NO.
�� WEAVERVILLE PUMP STATION AND ELECTRICAL DETAILS I
U � ;= o CROSS CHK'D BY: J. DOUGHNEY
-0 U 4600 Park Road
j co N J. DOUGHNEY
L, / oz REV. DATE DRWN CHKD REMARKS APPROVED BY: Tel:[phone] FORCE MAIN SYSTEM IMPROVEMENTS
� 3 N w NO. DATE: SEPTEMBER 2023 Tel: [phone]
xw aOQ�
ISSUED FOR BID

B 7C D E F A G H
316 STAINLESS STEEL
ANCHOR BOLTS WITH
#4/0 3/4"00'-0" COPPER CLAD CONCRETE INSERTS
GROUND ROD (TYP) a 316 STAINLESS STEEL CHANNEL
cf) SECTION "A" - "A" b FRAMING SUPPORT
:5 FINISH GRADE ° OPENING IN BRICK OR
'1 (TYP) D 316 STAINLESS CMU SHALL HAVE EDGES
O� ° STEEL SPACER AND AS SMOOTH AND STRAIGHT PACK AND
o co z \ ����\��\����\ O� p p ONE HOLE STRAP AS POSSIBLE SEAL
z ' I "A" "A" N Q ° COUPLING (TYP.)
o
Q -
N PVC -COATED RIGID METAL CONDUITS AS SPECIFIED (TYP)
� ° a
o CONDUIT FOR TRANSITION
= p • 316 STAINLESS WATERTIGHT SEAL 1
o FROM UNDERGROUND PROVIDE RAISED CONDUIT
STEEL SCREW AND AS SPECIFIED
Q #4/0 3" (TYP)� a o ° ° CONCRETE INSERT CONCRETE CURB IN GROUT SLEEVE IN A
3/4"x10'-O" COPPER CLAD p CONDUIT CLAMP, SIZE FINISHED BRICK OR CMU WALL
w GROUND ROD o.
WET LOCATIONS OR TO NEAT AND WORKMANLIKE
CADWELD AS REQUIRED (TYP) FLOOR 36' COVER PENETRATIONS MANNER WITH SMOOTH
o' MADE THROUGH PVC SLEEVE WITH WATERSTOP, SURFACES
WALL MOUNTED CEILING OR WALL MOUNTED 3 .a;: , 3.5" DIAMETER AS REQUIRED BY
a a
EXISTING FLOORS. SEAL MANUFACTURER
w
S
36" MAX. CONCRETE INSERT o ° a ' a
o BETWEEN HANGERS
= OR SUPPLEMENTAL STRUCTURAL
STEEL FLOOR SLAB
GROUND ROD z FILL VOID WITH FIRE PROVIDE BOXOUT IN FLOOR SLAB
PVC SLEEVE, DIAMETER
RETARDENT FILLER AFTER
Y SEAL
DETAIL I JAMB NUT AND FLAT - CONDUIT INSTALLATION IS MANUFACTURER
w PLATE FITTING (TYP) C° COMPLETE PITCH AWAY
NTS - 316 STAINLESS STEEL no
OOOFROM CONDUITS
CHANNEL FRAMINGCONDUI PACK AND
o SUPPORT
Q
SEAL OPENING
z _ _
z CONDUIT CLAMP, z
o SIZE AS REQUIRED
CONDUIT PER SPECIFICATIONS `-) (TYP) 0) WATERTIGHT CONCRETE WALL
Q GROUSE HINDS TYPE "EYS" MECHANICAL
SEAL AS
w CONDUIT SEAL (FILLED W/ SPECIFIED
km
o CHICO) 0 0 0 0 Q Q PLASTIC END
0 1 > MIN IF 1 " (TYP)--.] � CAPS (TYP) K
ADAPTER (TYP) NOTES: 1 /2" (MIN) FULL
z_ CONDUIT PER SPECIFICATIONS TRAPEZE MOUNTED THREADED 316 STAINLESS
1. ALL MOUNTING HARDWARE STEEL ROD (TYP)
o SHALL BE 316 STAINLESS
� STEEL.
D
w
CONDUIT SEAL CONNECTION CONDUIT MOUNTING TYPICAL CONDUIT FLOOR PENETRATION WATER TIGHT PENETRATION
0
0
DETAIL J DETAIL K DETAIL Ko,[
DETAIL M
z
w NTS — NTS — NTS — NTS —
Q
0
z
Q
co REFER TO EQUIPMENT
MOUNTING RACK DETAIL
0
BILCO TYPE JAL—H20 AND CGB FITTINGS (TYP.)
o JDAL-H20 ALUMINUM COVER SHALL BE MARKED PROVIDE CONDUIT
HORIZONTAL VAULT ACCESS "ELECTRIC" (MINIMUM 4" PUMP TERMINAL BOX CLAMPS AT EACH
w DOORS. THE COVERS SHALL HIGH LETTERING) (NOTE 1, 2, 3, 4 & 5) RACK RUNG (NOTE 5)
o BE DIAMOND PATTERN PLATE
AND REINFORCED FOR H-20 TO METAL CONDUITS EXPLOSION PROOF z PROVIDE KELLUM GRIPS FOR
WHEEL LOADING. OR BOND WIRES
SEAL -OFF (NOTE 6) _ RMFR UNG C(TBLE AT LOWEST
o 00 ROLLED EDGE
z 12" AFG CONDUIT SHALL NOT _I CONDUIT THROUGH 3
t° GRADE HAVE ANY COUPLINGS, SLAB WITH DUCT SEAL
0 Q PROVIDE 316 S.S. METAL
DEVICE AS SHOWN ON PLANS. DETAIL A ON UNIONS OR FITTINGS
o _z SHEET ED-5 SHALL BE USED WHEN EQUIPMENT BIND CIRCUIT SHIELD TO PREVENT
0 1 i WEIGHT/SIZE IS NOT SUITABLE FOR THIS STAND CONDUCTOR IN EACH p ° ° a HATCH MANUFACTURER'S PUMP
,�, CONDUIT WITH NYLON GRADE LEVEL CABLES FROM LAYING ON
0 ® 316 SS SUNSHIELD STRAPS 4 CONCRETE WALL (NOTE 7)
m Q MINIMUM C2 316 STAINLESS STEEL
o
0 CHANNEL WITH 316 SS THRU BOLTS (TYP) \/\/\/\/�/\
i 0 X NON-METALLIC CABLE
0
o Q RACK & SUPPORTS //�\
zSEAL WITH
NOTES: C4 X 5.4 (MIN) 316 STAINLESS #1/0 BARE COPPER NON- SHRINK a
- N STEEL CHANNEL 316 S.S. KELLUM GRIP
1. ALL HARDWARE SHALL BE 316 CONDUCTOR GROUT
a, STAINLESS STEEL. 316 SS PLATE (3/4" THICK MIN) WITH
O FULL PENETRATION BUTT WELD PULLING -IN EYE OPPOSITE OPEN
0 cwn 2. EXTRA ITEMS (CLAMPS, STRUT, DUCT ENTRANCE SUMP
M J CHANNELS, BOLTS, ETC) SHALL BE REFER TO DETAIL 'A' ON SHEET p o
I Q PUMP POWER AND
z PROVIDED AS NECESSARY TO 4ED-5 FOR CONCRETE SLAB AND G °o �% ° CONTROL CABLES
z PROPERLY MOUNT AND SUPPORT ANCHORING DETAILS (TYP) o ° °
(n V) EQUIPMENT. SUPPORTING FROM
°i HANDRAILS SHALL NOT BE CONDUITS) AS REQUIRED
i o ACCEPTABLE. GRAVEL
� w
m 3. SUNSHIELD SHALL BE PROVIDED FOR PRECAST CONCRETE HAND HOLE
a PUMP
.01
INSTRUMENTS AND DEVICES WITH PER SPECIFICATIONS GENERAL NOTES:
o INDICATING SCREENS.
1. PUMP CABLE TERMINATION BOX.
0 0 2. PROVIDE 600V INSULATED POWER DISTRIBUTION BLOCKS. LUG SIZE AND QUANTITY PER PUMP CABLES.
3/4" x 10' GND ROD LUGS SHALL BE DESIGNED TO ACCOMMODATE SMALL STRAND FLEXIBLE PUMP CABLES AS WELL AS
CD NOTES: STANDARD BUILDING WIRE.
� z 3. PROVIDE GLASS POLYESTER INSULATION BARRIER TO COVER ALL EXPOSED LIVE PARTS. PROVIDE "DANGER 4
cn 1. DO NOT SPLICE CABLES IN HAND HOLE UNLESS 480 VOLTS" WARNING LABEL.
o OTHERWISE NOTED. 4. PROVIDE GROUND BAR WITH INDIVIDUAL LUGS FOR EACH (CONDUIT AND CABLE) GROUND WIRE AND BOND
o TO BOX. \\IIHUN//�i
z 5. ALL MOUNTING HARDWARE SHALL BE TYPE 316 S.S. ��•�` �N CARD�/
Q 2. ALL MOUNTING HARDWARE SHALL BE 316 SS. ������1111.••••••.
HANDHOLE 6. INSTALL EXPLOSION PROOF SEAL -OFF WITHIN 10-FEET OF THE HAZARDOUS (CLASSIFIED) AREA. : �� ••'FESS/p'• tv- %
0 a7. INSTALL CABLES SUCH THAT THEY ARE ACCESSIBLE FROM THE HATCH WITHOUT ENTERING THE WET WELL. �G
3I o w 3. HAND HOLE TO BE PLACED ON 6 BASE OF NO. DETAILKop�
N a > � MISCELLANEOUS DEVICE INSTALLATION 57 STONE. - 044s G:
w UNTS - WET WELL/PUMP INSTALLATION
C U c o DETAILK"N� 4. HANDHOLES SHALL BE SIZED AS REQUIRED FOR ,n •
vi a'i w CONDUIT QUANTITIES. MINIMUM SIZE 3 -0 x DETAIL Q ''�i,�iOy•
w % • •:�NGINEF
v, c v� w NTS - 3'-0" X 3'-0". �i�// ✓. `\
_ w NTS •••.....•' C` ♦\
_ /e�q�p�hney IV
E 3 cD 2023.1 45:42-04'00'
= I Jcn
--i U N J
' N O Q Z
N N _ Li DESIGNED BY: T. ROSCHENCDIM MSD OF BUNCOMBE COUNTY, NORTH CAROLINA PROJECT N0. 20176-265366
N I � M. SMITH FILE NAME: ED06NFDT.DWG
T U DRAWN BY: Smith
E o ]SHEET CHK'D BY: T. ROSCHEN SHEET N0.
�� WEAVERVILLE PUMP STATION AND ELECTRICAL DETAILS II
U � ;= o CROSS CHK'D BY: J. DOUGHNEY
-0 U o 4600 Park Road
6 j c� w APPROVED BY: J. DOUGHNEY Charlotte, NC 28203
w NCO REV. DATE DRWN CHKD REMARKS Tel: [phone] FORCE MAIN SYSTEM IMPROVEMENTS
W 6 3 w NO. DATE: SEPTEMBER 2023
xw aO�
ISSUED FOR BID

GENERAL INSTRUMENT OR FUNCTION SYMBOLS
0
U
w
0
z
0
Q
N
0
Q
z
w
w
0
0
w
0
Elf
a_
Elf
0
Elf
Q
O
LL
Elf
SHARED DISPLAY/
SHARED CONTROL
PRIMARY
CHOICE
SECONDARY
CHOICE
COMPUTER
SOFTWARE
DISCRETE
LOCATION AND
ACCESSIBILITY
ID
00
FIELD MOUNTED AND NORMALLY
OPERATOR ACCESSIBLE
PRIMARY CONTROL PANEL
MOUNTED AND NORMALLY
OPERATOR ACCESSIBLE
—
—
—
—
PRIMARY CONTROL PANEL
MOUNTED AND NOT NORMALLY
OPERATOR ACCESSIBLE
SECONDARY CONTROL PANEL
MOUNTED AND NORMALLY
OPERATOR ACCESSIBLE
—
—
SECONDARY CONTROL PANEL
MOUNTED AND NOT NORMALLY
OPERATOR ACCESSIBLE
Q
O
w00INSTRUMENTS
SHARING COMMON HOUSING
O
z
0
PILOT LIGHT
o
D
w
m
MISCELLANEOUS SYMBOLS
O
oz
MOTOR
w
Q
z
e
INDICATES INTERLOCK OR LOGIC IN A MOTOR CONTROL CENTER
cn
Oj
INDICATES GENERAL OR MISCELLANEOUS HARDWIRED INTERLOCK
0
0
�
w
o
MS
MOTOR STARTER
m
�
r
c/)
w
a_
0
0
SCR
SILICONE CONTROL RECTIFIER
o
i
c�
o
w
�
o
w
VFD
VARIABLE FREQUENCY DRIVE
w
Q
E
z
c
w
Op
PURGE OR FLUSHING DEVICE
Ln
_
L
o
�
LOCAL CONTROL STATION WITH LOCAL/OFF/REMOTE AND
E
0
LCS
START/STOP SELECTOR SWITCHES.
I
0
(0a_
TYPICAL TAG NUMBERS & DESIGNATION
N
�1
�
w
0
o
Lli
FACILITY CODE
a�
U
J
Q
�
z
ADDITIONAL INSTRUMENT IDENTIFICATION
�
SEE "HAND SWITCH ABBREVIATIONS"
�
w
w
0
0
S08 HOA
o r S-01 WHEN USED, LETTER DISTINGUISHES BETWEEN MULTIPLE,
jM
0 0
w
41 o
N O
Lii a- 11�
a_
r i Q cn
0 0
r7 w
N Q
o, o
N Y
I o
0 z
0-0 Q
I
N Q z
�o w
>> E o
~ o i�
C Uw C)
U)z0ww
(D Q QCn cn
01 z o�w
E u) -
E E�
Y C
�Q ~
z
r7 Q Li
N
N
U)I-0-0cno
-0 ��w
�> U)C:10
0
�
0 CD w NO. DATE DRWN CHKE
x -i w
INSTRUMENTATION FUNCTION CODE
FIRST
LETTERS
SUCCEEDING LETTERS
COLUMN 1
COLUMN 2
COLUMN 3
COLUMN 4
COLUMN 5
MEASURED/INITIATING
VARIABLE
VARIABLE MODIFIER
READOUT/PASSIVE
FUNCTION
OUTPUT/ACTIVE
FUNCTION
FUNCTION MODIFIER
A
ANALYSIS
ALARM
B
BURNER, COMBUSTION
USER'S CHOICE
USER'S CHOICE
USER'S CHOICE
C
USER'S CHOICE
CONTROL
CLOSED
D
USER'S CHOICE
DIFFERENCE,
DIFFERENTIAL
DEVIATION
E
VOLTAGE
SENSOR, PRIMARY
ELEMENT
F
FLOW, FLOW RATE
RATIO
G
USER'S CHOICE
GLASS, GAUGE,
VIEWING DEVICE
H
HAND
HIGH
I
CURRENT
INDICATE
J
POWER
SCAN
K
TIME, SCHEDULE
TIME RATE OF CHANGE
CONTROL STATION
L
LEVEL
LIGHT
LOW
M
MOISTURE
MIDDLE, INTERMEDIATE
N
USER'S CHOICE
USER'S CHOICE
USER'S CHOICE
USER'S CHOICE
0
USER'S CHOICE
ORIFICE, RESTRICTION
OPEN
P
PRESSURE
POINT (TEST
CONNECTION
Q
QUANTITY
INTEGRATE, TOTALIZE
INTEGRATE, TOTALIZE
R
RADIATION
RECORD
RUN
S
SPEED, FREQUENCY
SAFETY
SWITCH
STOP
T
TEMPERATURE
TRANSMIT
U
MULTIVARIABLE
MULTIFUNCTION
MULTIFUNCTION
V
VIBRATION,
MECHANICAL, ANALYSIS
VALVE, DAMPER,
LOUVER
W
WEIGHT, FORCE
WELL, PROBE
X
UNCLASSIFIED (1)
X-AXIS
ACCESSORY DEVICES,
UNCLASSIFIED 1
UNCLASSIFIED (1)
UNCLASSIFIED (1)
Y
EVENT, STATE,
PRESENCE
Y-AXIS
AUXILIARY DEVICES
Z
POSITION, DIMENSION
Z-AXIS, SAFETY
INSTRUMENT SYSTEM
DRIVER, ACTUATOR,
UNCLASSIFIED,
FINAL CONTROL
ELEMENT
USED TO DENOTE THE DIVISION THE INSTRUMENT
IS SUPPLIED UNDER OR IF THE INSTRUMENT IS EXISTING OR FUTURE.
22 -
PROVIDED
BY
PLUMBING
23 -
PROVIDED
BY
HVAC
26 -
PROVIDED
BY
ELECTRICAL
40 -
PROVIDED
BY
PCSS
46 -
PROVIDED
BY
PROCESS MECHANICAL/ VENDOR PACKAGE
40* -
NOT PROVIDED
BY PCSS
EQUIPMENT NUMBER
INSTRUMENT TYPE
SEE "INSTRUMENTATION FUNCTION CODE" TABLE
REMARKS
DESIGNED BY:_
DRAWN BY:
SHEET CHK'D BY:.
CROSS CHK'D BY:
APPROVED BY.
DATE:
TABLE NOTES:
(1) WHEN USED SYMBOL OR SIGNAL LINE IS ANNOTATED.
AO =
AUTO/OFF
LOC
= LOCAL/OFF/COMPUTER
AM =
AUTO/MANUAL
LOR
= LOCAL/OFF/REMOTE
CM =
COMPUTER/MANUAL
LOS
= LOCKOUT/STOP
CL =
COMPUTER/LOCAL
LA =
LOCAL/AUTO
ED =
ENABLE/DISABLE
LR =
LOCAL/REMOTE
E-STOP = EMERGENCY STOP
OC =
OPEN/CLOSE
FIR =
FORWARD/REVERSE
OCA
= OPEN/CLOSE/AUTO
FOR
= FORWARD/OFF/REVERSE
00 =
ON/OFF
FS =
FAST SLOW
OR
= OFF/REMOTE
FOS
= FAST/OFF/SLOW
OOA
= ON/OFF/AUTO
HOA
= HAND/OFF/AUTO
OSC
= OPEN/STOP/CLOSE
HOR
= HAND/OFF/REMOTE
RSL
= RAISE/STOP/LOWER
LLS
= LEAD/LAG/STANDBY
SS =
START/STOP
SOR
= START/OFF/RESET
INSTRUMENT LINE SYMBOLS
------------------------- ELECTRICAL SIGNAL
T T T TELEPHONE SIGNAL
ELECTROMAGNETIC OR SONIC SIGNAL (GUIDED)
ti ti ELECTROMAGNETIC OR SONIC SIGNAL (UNGUIDED)
PNEUMATIC SIGNAL
CAPILLARY TUBE
HYDRAULIC SUPPLY
-V-V-V-V-V-V-V-V-V-V-V- VENDOR SUPPLIED CABLE
COMMUNICATION LINK - COPPER (HARDWIRED)
Fo Fo Fo COMMUNICATION LINK - FIBER OPTICS
ELECTRICAL Z AIR SOURCES
UPS- — — -sm.- UPS POWERED ELECTRICAL SOURCE
120VAC -0- 120VAC ELECTRICAL SOURCE
IA ow INSTRUMENT AIR SOURCE
G. CZERNIEJEWSKI
B. SRISYLESH
S. RAJESH
CDM
Smith
P. AKER
G. CZERNIEJEWSKI
4600 Park Road
Charlotte, NC 28203
nCTnRFR gng3
Tel: [phone]
I /0 SIGNALS
MEASURED VARIABLE OR OUTPUT
FUNCTION
FROM "INSTRUMENTATION
FUNCTION CODE" TABLE.
ANALOG INPUT (AI)
ANALOG OUTPUT (AO)
X
TC = THERMOCOUPLE
INPUT
RTD = RTD INPUT
4 DIGITAL INPUT (DI)
17
DIGITAL OUTPUT (DO)
i
PRIMARY ELEMENTS
FE
I I MAGNETIC FLOW METER
FE
TURBINE OR PROPELLER FLOW METER
FE
AVERAGING PITOT TUBE
FE
� ULTRASONIC FLOW METER
FE ROTAMETER
mm
I
ORIFICE PLATE
FE
VENTURI TUBE
FE
FLUME
FE
X
FE GENERAL INSERTION FLOW METER
IM=INSERT MAG
FE
THERMAL MASS FLOW METER
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
WEAVERVILLE PUMP STATION AND
FORCE MAIN SYSTEM IMPROVEMENTS
T
LE
LE
u
R
y
GENERAL NOTES
1. THIS LEGEND APPLIES TO P&IDS ONLY AND MAY DIFFER FROM LEGENDS
FOR OTHER SHEETS.
2. IN GENERAL THIS LEGEND SHEET AND THE P&IDS ARE BASED ON THE
INTERNATIONAL SOCIETY OF AUTOMATION (ISA) STANDARDS AND RECOMMENDED
PRACTICES FOR INSTRUMENTATION AND CONTROL. SOME MODIFICATIONS,
ADDITIONS AND ALTERATIONS HAVE BEEN MADE AS REQUIRED TO ACCOMMODATE
PROJECT REQUIREMENTS.
3. SOME PROCESS ITEMS SUCH AS EQUIPMENT ISOLATION VALVES, BYPASS
LINES, ETC., WHICH ARE NOT CRITICAL FOR AN UNDERSTANDING OF THE
INSTRUMENTATION FUNCTIONS ARE NOT SHOWN ON THE P&IDS.
4. SEE ELECTRICAL AND MECHANICAL SHEETS AND SPECIFICATIONS FOR
ADDITIONAL CONTROL AND INTERLOCK REQUIREMENTS.
5. LIGHTER WEIGHT LINES, SHOWN AS , INDICATE EQUIPMENT,
INSTRUMENTS OR PIPING THAT ARE EXISTING. WEIGHTED LINES, SHOWN AS
OR HEAVIER , INDICATE EQUIPMENT, INSTRUMENTS OR PIPING THAT
ARE NEW. DASHED WEIGHTED LINES, SHOWN AS ------- INDICATED
EQUIPMENT, INSTRUMENTS OR PIPING THAT ARE GROUPED AS A PACKAGE.
GENERAL ABBREVIATIONS
FLOAT SWITCH
Al
ANALOG IN
AO
ANALOG OUT
CPU
CENTRAL PROCESSOR UNIT
DI
DIGITAL OR DISCRETE INPUT
ULTRASONIC LEVEL SENSOR
DO
DIGITAL OUTPUT
FC
FAIL CLOSED
FO
FAIL OPEN OR FIBER OPTIC
FW
FIREWALL
HMI
HUMAN MACHINE INTERFACE
LCS
LOCAL CONTROL STATION
MCC
MOTOR CONTROL CENTER
RADAR LEVEL SENSOR
MES
MANAGED ETHERNET SWITCH
MS
MOTOR STARTER
NC
NORMALLY CLOSED
NO
NORMALLY OPEN
OIT
OPERATOR INTERFACE TERMINAL
PLC
PROGRAMMABLE LOGIC
CONTROLLER
CAPACITANCE LEVEL SENSOR
PPM
PUMP PROTECTION MODULE
PW
PLANT WATER
RIO
REMOTE INPUT/OUTPUT
SPD
SURGE PROTECTION DEVICE
UPS
UNINTERRUPTIBLE POWER SUPPLY
SUBMERSIBLE LEVEL TRANSDUCER
VFD
VARIABLE FREQUENCY DRIVE
SERVICE
BIOX
BIOXIDE
DR
DRAIN
FA
FOUL AIR
PRESSURE GAUGE
FM
FORCE MAIN
IRRG
IRRIGATION
V
VENT
SS
SANITARY SEWER
DIFFERENTIAL PRESSURE GAUGE SPECIFICATION
CU COPPER
DI(FLG) DUCTILE IRON FLANGED JOINT
DI(MJ) DUCTILE IRON MECHANICAL JOINT
FRP FIBERGLASS -REINFORCED PLASTIC
TEMPERATURE GAUGE PVC(SCH 80) SCHEDULE 80 POLYVINYL CHLORIDE
SS316 316 STAINLESS STEEL
GENERAL ANALYZER
pH=pH
DO=DISSOLVED OXYGEN
H2S=HYDROGEN SULFIDE
LEL=% LOWER EXPLOSIVE LIMIT
02=OXYGEN
03=OZONE
NH3=NITRATE
TURB=TURBIDITY
FL=FLUORIDE
INSTRUMENTATION LEGEND I
CAROZ�/////
Essldti-%tiy',
•QQ` q •
CA
2023.
307
'00'
PROJECT NO. 20176-265366
FILE NAME: 1001 SYMB.DWG
SHEET NO.
ISSUED FOR BID

Cl)
O
N
M
Cl)
N
O
N
m
O
N
N
N
E
H
Z
z
z
co cn
E
Y
v Q
2
U)
U �
a>
in c6
LL (n
W -�;
X co
J u�
Q Z
w
D
O
C/) O
w
O
O
M W
O
N �
Ory
ISSUED FOR BID

N
H
U)
N Q
c
(6 �
� Y
2
V U)
M W
U)
U �
in c6
LL (n
W -�;
X
z
w
w
O
0
w
O
m
w
m
w
O
z
Q
m
O
w
m
Q
W
m
O
w
J
O
z
0
w
w
m
O
O
z
w
m
Q
0
z
Q
0
0
W
0
m
w
w
O
m
w
w
w
ry
Q
z
w
ry
w
0
w
Q
m
O
w
m
O
U
z
w
0
m
w
J
Q
z
O
w
w
O
m
w
m
0
w
0
O
m
w
co
z
0
w
0
0
z
Q
z
ow
w 7
m U
W O
V) C)
W
Of W
cn Cl)
W
C� ~
m
J cn
J F--
Q Z
W
U
cn O
w
� O
U
M W
O cn
N D
Ory
ISSUED FOR BID

J
=
W
>
LLJ
�
J
Ld
U
0_
=
>LLJ
J W
O
0
0
0
z = = w
0
N
Q
N
0
Q I
z
Li
E-STOP
I I �
Li = NHS-12,
I I
0
I I
� I I
Li
I I
I I
Q
w
� I I
0 I
w
0
oI
w
cn
D
m
0
w
Q
TYPICAL OF 2 TYPICAL OF 4 TYPICAL OF 2 TYPICAL OF 4
J W J W W U J
W > Q O
W > w > O Q m �
J Lu J J J m = Lu z
C� > O J C Q ON 0 0 J w Q (n m LW�
O z W w W = OJ W z O Q O z LQi ~ J cn 0 0
z J 0 m 0' = v N ~ � z _ _Lu Lu
Q
z D Q � g z w 0o J c� `1 � o z z o 0 La ch a- a_
O W (n Q = J m J W (n O — 0' > : 2 U) 2 m (n (n
4 44 4 4 44 4 44 4 44 444 �T
I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I
HOI 1 OR 1 � T � LIT1 /LIT2 PE/LI E-STOP RESET L HOA
AlS08 S08 S08 �S08 S�08 I S08 S08 S�08 S08 O7 S08 (:D
S08 S�08 S08 S08 S08 S08 S08 *PLH-01
S08
HS-12B RL-12 XL-12 TL1 H-12� WL' H-12' I HS-01D R� X� L-01B� HS-05 HS-06 HS-01A H` S-01B' HS-01C RL-01A XL-01A TLH-01BMLH-01 SI-01 SC-0'
S08—LCP-12 I S08—VFD-01 120VAC- PUMP PROTECTION
GRINDER LOCAL CONTROL PANEL I WET WELL PUMP 1 VFD MODULE SOS— PCP— 01
(TYPICAL OF 2) I (TYPICAL OF 4) I O3 (TYP. OF 4) PUMP CONTROL PANEL
(DIV. 46) I Og (DIV. 43)
L
CN
I I I I I I I I
I
m S08 S08
PSH-05 PI-0500
1
o L� I
0) 0 1 S08-CAV-01
S08-PRV-01 8 x10" S08-BV-51 0 1
S08-PV-05 I
1 a-
1 01 1 7
1 gl
I I 1 I I I S08-CAV-02
[if
I
J I JUNCTION BOX
Ma- 1 '
L- - - -------------� m 1
I
L--------- - - - - - - -
oL------------ -
w I L -----
0 1 I JUNCTION BOX
r 1 LSL AND LSH 1 J
Li I I TO BYPASS � I I I 120VAC-\ /
1 PUMP 1
0 S08 5
>
LIT-o2
Og gO E-STOP ' S08
Li
Q JUNCTION BOX JUNCTION BOX ' > LSHH-02
o S08 ---� 1 ; I I
z HS-12 S08 S08
w (DIV. 46) LELi —02 LSLL-02 O
> I
0 I I 00 (TYP. OF 2)
Q I U I
0 1 11 1 1 1
O i L V—V—V—V—V—V—V—V�LSH08 1 'T''T'
J
z � S08 J > r-
w V—V—V—V—V—V—V—V—V LSHH-03 S08 M S08 120VAC� / �
s 0 5J
Li SO8 N TSH-12 WSH-12 N S08O I
? cn LSH-03 ��46 �/46 LIT-01 >
z10 CCD CD S08
j 0 S08 00 00 ' LSHH-01
U) LSL-03 0 O
L'
' Li
L. J V'
S08—G-12
S08 S08
0
GRINDER 2
LE-01 LSLL-01O3
30-SWR-DI(MJ)-L01 W01
,I m
S08-SG-01
LOR SS 11
0
B/Lrs
I
TSH-01
1
S08
>
FROM REEMS CREEK
Hs 011E Hs 011 F
46
0
INTERCEPTOR
S08
cn
INFLUENT
S08 M S08
S08-LCS-P-Li
Z
s w
MANHOLE
N
Ts��46 Ws��46
(DIV. 26)
>
CD
cn
CD
cn
(TYP. OF 4)
>
Q
00
0
ao
0
z
S08—G-1 1
�
LLJ 7E
GRINDER 1
LLJo
S08—P-01
0
cnLLJ 0
PUMP
1
vwi
y Li
s
�
> w
� (n
J
z
s Q
� w
DESIGNED BY:
G. CZERNIEJEWSKICDM
i �
v
U cn
DRAWN BY:
SHEET CHWD BY:
A. MAXWELL
S. RAJESH
Smith
i
o
CROSS CHK'D BY:
P. AKER
0
G. CZERNIEJEWSKI
4600 Park Road
M w
APPROVED BY:
Charlotte, NC 28203
o�
N0.
DATE
DRWN
CHKD
REMARKS
DATE:
OCTOBER 2023
Tel: [phone]
c�
w Z
_ � o
0 z —
= w m m m cn m
g z O w
z g(J Q Q' w 2LLJ _j 2 Jm�
LW O � QJQ => Q p W Li W
m W m N �
Ld (n z co :2 z Lu LLd
dQ a- a- 0_ m U) D_ 3: z —1 :2
O Q O Q w=
o w O O O O >- >-� >- Q O g J Q g Ln w c/7 w J CD
m H m -1 m m m z m 0- m 0 Q �n > Q 0 2 0= W=
I I I I I I I I I I I 1 0
I I I I I I S08-PLC
I I I I I I I I I I I I
HORN EACON SILENCE i 120VAC\ I
S08 S08 S08 S08 S08 S08
TSH-05 JS-01 JS-02 YA-01 YL—VHS-07 I S08
FIT-01 1
S08
J TSH-06
(DIV. 40, 406100) i 1
ELECTRICAL BUILDING
10"-DR-DI(MJ)-LO1 W06
I
I
KEY
I
I O
I
NOTES:
VERIZON PRIVATE NETWORK TO BE UTILIZED FOR COMMUNICATIONS
TO THE EXISTING BUNCOMBE COUNTY MSD COLLECTION SYSTEM SCADA.
INDICATORS AND SWITCHES SHOWN ON THE PUMP CONTROL PANEL ARE
TYPICAL FOR EACH PUMP.
N
11
I
S08 S08
I
I 3
O
LOW LOW LEVEL SWITCH SHALL BE TERMINATED TO PUMP CONTROL
m
PSH-01 PI-01
I
PANEL AS HARDWIRED INTERLOCK. PROVIDE ADDITIONAL RELAYS IN PCP
I
I
FOR THE LOW LOW LEVEL ALARM WHICH IS TO BE TERMINATED TO
0�f
I
EACH VFD AS HARDWIRED INTERLOCK.
�
I
I O4
PROVIDE ANALOG SURGE PROTECTION TO BE MOUNTED OUTSIDE
10"-FM-DIP-LO1 W02
S08-BV-11
I
CLASS 1 DIV. 1 ENVIRONMENT.
N
N
11
S08-CV-01 S08-PV-01
00
I
I O
PROVIDE 120VAC AND ANALOG SURGE PROTECTION TO BE MOUNTED
I
S08 S08
I
OUTSIDE CLASS 1 DIV. 1 ENVIRONMENT. PROVIDE PUMP CALL RELAY
m
PSH-02 PI-02
0
I
OUTPUT(ONE FOR EACH PUMP) FROM THE LEVEL TRANSMITTER TO THE
I
J
1
PUMP CONTROL. PROVIDE SUNSHIELD FOR THE TRANSMITTER AND MOUNT
o
I
THE TRANSMITTER FACING NORTH TO AVOID DIRECT SUNLIGHT ON THE DISPLAY.
I
I O6
PE/L - PLC ENABLE/LOCAL - THIS SELECTOR SWITCH SHALL BE
10"-FM-DIP-L01 W03
S08-BV-21
I
�
I
INCLUDED AT THE PUMP CONTROL PANEL (PCP) TO ENABLE PLC CONTROL OR
SWITCH TO LOCAL MODE. IN LOCAL MODE, THE PUMP CALL TO
11
S08-CV-02 S08-PV-02
oN
I
START COMMANDS WILL COME FROM THE SELECTED LIT.
S08-CAV-03
>
m
S08
(.To
-03 PI-03
1
1 O7
LIT1 /LIT2 (HYDRORANGER SELECT) - THIS SELECTOR SWITCH SHALL BE
0
1
INCLUDED AT THE PUMP CONTROL PANEL (PCP) TO SELECT THE LEVEL
cn
1
TRANSMITTER (LIT) THAT IS USED FOR BACKUP PUMP CONTROL FOR THE
I
WETWELL PUMPS. BACKUP CONTROL FOR THE PUMPS IS ENABLED BY
S08-BV-31
I
PUTTING THE PE/L SELECTOR SWITCH INTO "LOCAL" (L) POSITION. NORMAL
10"-FM-DIP-LO1 W04
CONTROL FOR THE PUMPS IS ENABLED BY PUTTING THE PE/L SELECTOR
11
S08-CV-03 S08-PV-03
I
SWITCH INTO "PLC ENABLE" (PE) POSITION.
j
�j
S08 SOS
PSH-04 Pi-o4
F_ - O8
NEMA 4X JUNCTION BOX WITH INTRINSICALLY SAFE BARRIERS (ISB) TO BE
S08-CAV-04
PROVIDED BY PCSS.
O
WIRING BETWEEN THE PUMP CONTROL PANEL AND THE
LCO
VFDs SHALL INCLUDE THE FOLLOWING:
S08-8V-4
"-FM-DIP-LO I W05
I
I
FROM VFD TO PCP:
508-CV-04 S08-PV-04
1
1. RUNNING STATUS
2. REMOTE STATUS
11 S08
TSH o 46
0
S08
0
0
o
MSH-0346
I
I
m
I
0
I
o
I
�
I
LL_
LL_
I
I
o
WETWELL B
o
S08—P-03
PUMP 3
11S08
nTSH-0
46
08
SH-022
I s/�/46
L \ 6"x10"
S08—P-02
PUMP 2
WETWELL
3. VFD FAULT
VALVE VAULT 4 SPEED FEEDBACK
8 FROM PCP TO VFD:
JUNCTION BOX 1. PUMP CALL TO START
2. PUMP SPEED COMMAND (FROM PLC TO LOCAL POT)
> 3. START PERMISSIVE TO VFD (REFER TO 406196 CONTROL DESCRIPTIONS)
N 4. LOW LOW LEVEL ALARM
I
10 LSH AND LSL FLOAT SWITCHES SHALL BE WIRED TO THE S08-P-05
CONTROL PANEL FOR THE BACKUP CONTROL OF THE BYPASS PUMP.
00
ocf) > 11 MOTOR HIGH TEMPERATURE (TSH) AND HIGH DISCHARGE PRESSURE (PSH) SHALL BE
> USED AS HARDWIRED PUMP INTERLOCK IN THE PCP. SEAL FAILURE SHALL BE WIRED
I FROM THE PCP TO THE PLC FOR AN ALARM AT SCADA ONLY.
LV-V-V-V-V-V-V--i 111-' ,T,
------- J I� 8" BYPASS > - > - -
- CONNECTION S08 I S08 S08-BV-02
O LSHH-04 I PIT-01
o 00 � DI HDPE
I I X Lu I > O S08-BV-011
I \_t
0 S08-PV-06 S08-PV-07
1 _I x M
"
S08-CAV-05 00 NN 20 x16 16"x20" TO FRENCH BROAD
HOA I T S08 WATER RECLAMATION
S08 S08 S08 > FE-01 FACILITY
m 20"-FM-HDPE-L01 W08
HS-05A RL-05 XL-05 I — — — —
0 FLOW METER VAULT `�uaiunuu�q����
:SO8-CV-05 \\����.�N CARp������%
— ��•••pFESS/o* �y'
8"x6" BYPASS PUMP 6%8" S08-PV-10 S08-PV-08 �.•'QQ` 9/
�• 0"JIJ7
L -O FLOATS FROM�.•F/ ��•.�• ��
JUNCTION BOX �''� �' •'• SINE •••
i� -Arbi ski
ZER�� 9307
2023.��1��tllfA►�� :52-04'00'
PROJECT N0. 20176-265366
MSD OF BUNCOMBE COUNTY, NORTH CAROLINA
PROCESS &INSTRUMENTATION DIAGRAM FILE NAME: 1101PIDI.DWG
WEAVERVILLE PUMP STATION AND PUMP STATION 1 SHEET NO.
FORCE MAIN SYSTEM IMPROVEMENTS 1-101
ISSUED FOR BID
11 SOS
TSH-046O
F;MSH-04
0
6 x 10'
S08PO4
PUMP 4 (FUTURE)
WETWELL A

0-
N
N
ti
N
CM
Cl)
N
O
N
N
E
N H
O
E U
: W
co
H
U) U
U �
a>
in c6
LL (n
W -�;
X co
J F
Q z
W
D
O
cn O
� LL.
O
O
M W
O cn
N �
Ory
ISSUED FOR BID

0-
00
ti
N
CM
Cl)
N
O
N
N
E
N H
O
E U
: W
co
H
U) U
U �
a>
in c6
LL (n
W -�;
X co
J F
Q z
w
D
O
cn O
� w
O
O
M W
O cn
N �
Ory
ISSUED FOR BID

0
ti
N
M
Cl)
N
O
N
m
O
N
N
N
E
H
Z
z
z
co cn
E
Y
v Q
2
U)
U �
a>
in c6
LL (n
W -�;
X co
z
� W
W
>>
W U
W O
� W
W
W W
C/') u�
� W
C� ~
FY
J u�
Q Z
w
D
O
C/) O
w
O
O
M W
O �
N �
Ory
ISSUED FOR BID

v
0
ti
N
M
Cl)
N
O
N
m
O
N
N
N
E
H
Z
z
z
co cn
E
Y
v Q
2
U)
U �
a>
in c6
LL (n
W -�;
X co
z
� W
W
>>
W U
W O
� W
W
W W
C/') u�
� W
C� ~
FY
J u�
Q Z
w
D
O
C/) O
w
O
O
M W
O �
N �
Ory
ISSUED FOR BID