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MIUS4islon of Hater Rosourtes
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 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/WaterResources/O/edoc/624704/PCN°/`2OHelp%2OFile%202018-1-30.pdf
A. Processing Information
Pre -Filing Meeting Date Request was submitted on: *
3/7/2023
If this is a courtesy copy, please fill in this with the submission date.
Is this project connected with ARPA funding?*
Yes No
County (or Counties) where the project is located: *
Rowan
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)
1 c. Has the NWP or GP number been verified by the Corps?*
Yes No
Nationwide Permit (NWP) Number: 29 - Residential Developments
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
401 Water Quality Certification - Express
Riparian Buffer Authorization
le. Is this notification solely for the record because written approval is not required?
*
For the record only for DWR 401 Certification: Yes No

For the record only for Corps Permit: Yes No
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
FILE TYPE MUST BE PDF
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1 j. Is the project located in a designated trout watershed?*
Yes No
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-
Coordination/Trout.aspx
B. Applicant Information
1 a. Who is the Primary Contact?*
Michael Martin of PresPro
1 b. Primary Contact Email:
[e-mail]
1 d. Who is applying for the permit?*
Owner
(Check all that apply)
1e. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
1c. Primary Contact Phone:
(xxx)xxx-xxxx
[phone]
Applicant (other than owner)

2a. Name(s) on recorded deed:
Journey Capital LLC
2b. Deed book and page no.:
1381 / 391, 1381 / 391, 1381 / 391, and 1381 / 391
2c. Contact Person:
(for Corporations)
2d. Address*
Street Address
6549 Morehead Road
Address Line 2
City
Harrisburg
Postal / Zip Code
28075
2e. Telephone Number: *
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
[phone]
(xxx)xxx-xxxx
2g. Email Address:*
[e-mail]
State / Province / Region
North Carolina
Country
United States
3. Applicant Information (if different from owner)
3a. Name:*
Michael Martin
3b. Business Name:
(if applicable)
PresPro

3c. Address
Street Address
6220 Hudspeth Road
Address Line 2
City State / Province / Region
Harrisburg North Carolina
Postal / Zip Code Country
28075 United States
3d. Telephone Number:*
[phone] 3e. Fax Number:
(xxx)xxx-xxxx (xxx)xxx-xxxx
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:*
Jennifer Robertson
4b. Business Name:
(if applicable)
Atlas Environmental
4c. Address*
Street Address
388 S South Sharon Amity Road #411
Address Line 2
City State / Province / Region
Charlotte North Carolina
Postal / Zip Code Country
28211 United States
4d. Telephone Number:*
[phone] 4e. Fax Number:
(xxx)xxx-xxxx (xxx)xxx-xxxx

4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1 a. Name of project:*
Whitehead
1 b. Subdivision name:
(if appropriate)
1 c. Nearest municipality / town:
Spencer
2. Project Identification
2a. Property Identification Number:
(tax PIN or parcel ID)
5771-18-31-6437, 5771-
18-31-5467, 5771-18-31- 2b. Property size:
7406, and 5771-18-31- (in acres)
7446 .96
2c. Project Address
Street Address
310 Whitehead Avenue
Address Line 2
City State / Province / Region
Spencer North Carolina
Postal / Zip Code Country
28159 United States
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: *
35.6961750-80.4365390
ex: 34.208504-77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Grants Creek
3b. Water Resources Classification of nearest receiving water:
Class C
Surface Water Lookup
3c. What river basin(s) is your project located in?*
Yadkin-PeeDee
3d. Please provide the 12-digit HUC in which the project is located. *
030401030102
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 current land use of the review area is mostly cleared with a sparsely forested area along the Northern
boundary. The property has been cleared since at least 2021 according to google earth aerial imagery.
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:
0.028
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)

4h. Explain the purpose of the proposed project: *
The project purpose is for the construction of four residential homes.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:
The project will require mechanized land clearing and grading to remove existing vegetation.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?
Yes No Unknown
Comments:
04/20/2022
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-2022-01877
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Atlas Staff
Agency/Consultant Atlas Environmental
Company:
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by
the Corps or DWR.
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.
No
D. Proposed Impacts Inventory
1. Impacts Summary
1a. 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".
*
2a. Site
2a1 Reason*
2b. Impact
2c. Type of W.
2d. W. name*
2e.
2f. Type of
2g.
#* (')
M
type* M
Forested
Jurisdicition*
Impact
M
I
area
W1
RipRap Fill
P
Seep
WL 1000
No
Both
0.024
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Permanent Wetland Impact
0.024
2g. Total Wetland Impact
0.024
2i. 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: *
Installing a wing wall to provide a smooth entry of water into the site to provide support
and protect and embankment from erosion.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques: *
reinstalling/upgrading a storm culvert and a Riprap to further reduce sedimentation and
erosion.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the
State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
This project does not exceed the mitigation threshold.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington
District's RIBITS website.
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
1 a. 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 proposed impacts are not within State protected riparian buffers.
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).
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state
stormwater program or state -approved local government stormwater program? *
Yes
R.:
N/A - project disturbs < 1 acre
Hint: projects that have vested rights, exemptions, or grandfathering from state or locally implemented stormwater programs or projects that satisfy
state or locally -implemented stormwater programs through use of community in -lieu programs should answer no to this question.
Comments:
The project review area is 0.96 acres.
G. Supplementary Information
1. Environmental Documentation
1 a. 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
213 .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.
This is a single project which will not result in additional development.
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
Unknown
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 construction/installation of a wind turbine(s)?* *
Yes No

51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by
machines, such as jackhammers, mechanized pile drivers, etc.?*
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or
Designated Critical Habitat?*
IPAC, NHP and Field assessment.
The T&E report was submitted on March 14th, 2023. No comments have been received.
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? *
HBO Buffer Map. The Spencer Historic District (listed on the National Register of Historic
Places in 1984) is adjacent to the development. There are no known archeological sites
within the prosed project area, it is unlikely that any archaeological resources that may be
eligible for inclusion. No archeological investigation be conducted in connection with this
project.
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search

8a. Will this project occur in a FEMA-designated 100-year floodplain? *
Yes No
8c. What source(s) did you use to make the floodplain determination? *
FEMA NFHL google earth.kml layer.
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
09 Whitehead Avenue Supplemental SHPO Package Compressed.pdf 1.51VIB
10 Whitehead Avenue Jurisditional Determination Request Compressed.pdf 7.44MB
Whitehead Avenue NWP 29 Compressed.pdf
File must be PDF or KMZ
Signature
E9
By checking the box and signing below, I certify that:
5.17MB
• 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.
• 1 have given true, accurate, and complete information on this form;
• 1 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");
• 1 agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC
General Statutes (the "Uniform Electronic Transactions Act");
• 1 understand that an electronic signature has the same legal effect and can be enforced in the same way as
a written signature; AND
• 1 intend to electronically sign and submit the PCN form.
Full Name:*
Cassie Griffin

Signature *
Date
4/5/2023

0
CONSTRUCTION PLANS
FOR
WHITEHEAD A VE IMPROVEMENTS
Sheet List Table
Sheet
Number
Sheet Title
1
2
COVER
EXISTING CONDITIONS PLAN
3
GRADING PLAN
GEOMETRY PLAN
EROSION & SEDIMENTATION CONTROL PLAN
EROSION & SEDIMENTATION DETAILS
4
5
6
7
STORMWATER PLAN - 1
8
STORMWATER PLAN - 2
9
MISCELLANEOUS DETAILS - 1
10
MISCELLANEOUS DETAILS - 2
11
UTILITY PLAN
12
MISCELLANEOUS UTILITY DETAILS - 1
13
MISCELLANEOUS UTILITY DETAILS - 2
14
PLANTING PLAN
FLOODPLAIN PLAN
15
SPENCER, RO WAN CO UNTY, NORTH CAR OLINA
SEE BELOW
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CONTACT INFORMATION
OWNER/DEVELOPER
PRESPRO HOMES
6549 MOREHEAD RD.
HARRISBURG, NC 28075
704-977-4828
SURVEYOR
SPARKS SURVEYING
4485 NEEDMORE ROAD
WOODLEAF, NC 27054
[phone]
ENGINEER
SHIELD ENGINEERING, INC.
4301 TAGGERT CREEK ROAD
CHARLOTTE, NC 28208
704-394-6913
CLIENT CONTACT
CONNOR FLOYD
704-453-2700
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42' MINIMUM LOT WIDTH
GRAPHIC SCALE
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(IN FEET)
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Current Owner:
Willard L. Petrey
Donna S. Petery
7137 Clear Crossing Lane
Charlotte, NC 28227
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(DETAIL BY OTHERS)
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STREET CENTERLINE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SEWER LATERAL
PROPOSED WATERMAIN TAP
EXISTING 8" SEWER
EXISTING 6" WATERMAIN
LARGE DECIDUOUS TREE
4 ss 4 ss 4 ss 4 ss ass
VI w I
WING W.
TOPOGRAPHIC SURVEY PROVIDED BY:
SPARKS SURVEYING, PLLC
4485 NEEDMORE ROAD
WOODLEAF, NC 27054
GRAPHIC SCALE
20 0 10 20 40 80
(IN FEET)
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— — S 87 41'14" E N.I.P.
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PID #033 045
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PROPOSED WATERMAIN TAP
EXISTING 8" SEWER
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LARGE DECIDUOUS TREE
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—50' PAR/W _ WING W.
PID #033 040
SPARKLE PROPERTIES LLC
DB. 1218 PG. 259
ING WAL
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.
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12' FRONT YARD (PRINCIPLE STRUCTURE)
28' FRONT YARD (ACCESSORY STRUCTURE)
4' SIDE YARD
4' REAR YARD
8' SIDE STREET YARD
5,000 S.F. MINIMUM LOT SIZE
42' MINIMUM LOT WIDTH
URB &GUTTER
Current Owner:
Willard L. Petrey
Donna S. Petery
7137 Clear Crossing Lane
Charlotte, NC 28227
GRAPHIC SCALE
20 0 10 20 40 80
(IN FEET)
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SPARKS SURVEYING, PLLC
4485 NEEDMORE ROAD
WOODLEAF, NC 27054
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PID #033 040 '
SPARKLE PROPERTIES LLC
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If— — _
EROSION CONTROL NOTES: E.I.P. S 87_°41 14" E UNOPENED ALLEYWAY
N.I.P. S 87°41'14" E I - -� I I S
42_03' — — —Y— �- _ N.I.P4 S 87141'14" E N.I.P.
ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE :: 95.99' ; — S 87°41'14" E,
ALL
INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS 4' RY —; — — 42.00' 1 —
AND WITHIN 24 HOURS OF A STORM EVENT 0.5 INCHES OR;�R�,—f I
GREATER. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE I I :I.:: ; WETLANDS
DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE I I :.: �:: DELINEATIO(� II I I
MUST BE PERFORMED AS SOON AS PRACTICAL AND BEFORE THE
I I
NEXT STORM EVENT WHENEVER POSSIBLE.
I
1. PROVIDE SILT FENCE AND/OR OTHER ADDITIONAL CONTROL',,
DEVICES AS MAY BE REQUIRED TO CONTROL SOIL EROSION
DURING CONSTRUCTION.
I+' ; ; ; GEARING LIMITS
2. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND I ; -' I I �f / .:�:-' � ; ; I� I � � - 0.76 AC.
STABILIZED WITH GRASS SEED AND MATTING IMMEDIATELY ail' ; \I -
AFTER FINAL GRADE IS ESTABLISHED.
:-.. I I; TEMPORA Y I
3. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY / /��{ AREA OF I ,
MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL �-J J - T"-�� X-x-X-x-�-�-� — o W T4AN S I SILT FEN E I I
THE COMPLETION OF CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL \ 1-- I TEMPORARY o DIST
- I SILT FENCE (0.024-� PID #033 043
.:.:
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION I ----r I ; �---x-x-x� PATRICIA BALDWIN
IN ORDER TO CONTROL EROSION AND/OR OFFSITE I - ---'� I ------------ 676------------ ; ; ���* i \`I DB. 1229 PG. 746
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL i -
BE REMOVED ONLY AFTER CONSTRUCTION IS COMPLETE, THE I I �` 'I I I I I' 6' �11
��
_ � _ I I I 1 \ , I
SITE IS STABILIZED AND IS APPROVED BY THE EROSION AND d',-
SEDIMENTATION CONTROL INSPECTOR. E o i -/ �� I LOT#2 �� I I I' co toLID
I
4. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO Io co 18231 S.F.
LET#1------------ _ 0.419 Aores
MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) 00-
7913 S.F. ° -
o
FROM CONSTRUCTION AREAS AND TO MINIMIZE THE - I N I \ ��' I LOT#3 �' s?
0.182 Acres o I I
GENERATION OF DUST. ANY MUD LEFT ON PUBLIC ROADWAYS - '- I �n } I' C I 8043 S.F. I .c00 LO #4 rn
MUST BE REMOVED IMMEDIATELY. i I I I ; U) I� c}n 0.185 Acres ; } }
�r I I I 4 S.F. E.I.P.
5. TEMPORARY DIVERSION BERMS AND/OR DITCHES CAN BE `r' �o `t 682 `" - 0.186
PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT I I ----------- d
_ _ - ; /�-
I
--------------- 4" o
_ _ --------678--"- PROPOSED � � � � 3 I --
WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT _ --- - ; ; Ic�i m I
SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE ------ I RIP RAP ; ; ; Z ; I 'I I I°n
OUTLETS. I DITCH'. �% J/ " - " ;o
6. LITTER, CONSTRUCTION DEBRIS, OILS, AND FUELS WITH I I
SIGNIFICANT POTENTIAL FOR DAMAGING ENVIRONMENTAL I I ______--- ---- --- ; / `} ;
o I o
IMPACT MUST BE PREVENTED FROM BECOMING A POLLUTANT
SOURCE IN RUNOFF DISCHARGES. I ; rn ;-�
I. • � ,I � PID #033 044
7. ALL EROSION CONTROL FEATURES TO BE REMOVED & FINAL ; I I I ;Q MARIE LANGHORNE
GRADE BROUGHT BACK TO EXISTING CONDITIONS ONLY AFTER I I I ; I ; I ; ; ;o I DB. 1129 PG. 671
FINAL APPROVAL FROM THE EROSION CONTROL INSPECTOR
W I N
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(DETAIL BY OTHERS)
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LEGEND:
EXISTING CONTOUR — — — — — — — —
PROPOSED CONTOUR
PROPERTY LINE
C/L CREEK ZONING
C/L ROAD ZONED: RMST
CLEARING LIMITS 12' FRONT YARD (PRINCIPLE STRUCTURE)
28' FRONT YARD (ACCESSORY STRUCTURE)
TEMPORARY SILT FENCE X X X X 4' SIDE YARD
4' REAR YARD
8' SIDE STREET YARD
BLOCK & GRAVEL IP0 5,000 S.F. MINIMUM LOT SIZE
42' MINIMUM LOT WIDTH
Donna S. Pei
7137 Clear C
Charlotte, NC
GRAPHIC SCALE
20 0 10 20 40 80
(IN FEET)
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E -OION CONTROL TANU I 1A EROSION CON TROL I � G- Q =
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Seeding Mixture Species
Application Rate
1b/acre
Browntop Millet
1I)
Kenluckv 31 `fall Fcsciie (Drought Tolerant)
100
Korean Les edeza
10
White Clover (Persistent Percimial)
10
Auuamt 15 to May I.
Seeding Mixture Species
Application Rate
(Ibiacre.
Rye G ra.i 11
41)
Kci11Eickv .i I Taff Fescrac (DroLi ht Tt7lcrairt)
100
Scricea l,es cdr t)
Vvlaitc Closet (Pcrsistccti 1'crenni:il)
15
10
PERMANENT SEEDING SPECIFICATIONS
STABILIZATION TIMEFRAMES
Site Area description
Stabilization
Timeframe Exceptions
Perimeter dikes, swales, ditches and slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
FOR LATE WINTER AND
EARLY SPRING:
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF
TEMPORARY COVER IS NOT TO EXTEND BEYOND
JUNE)
CCCMIAI(_` nATCC-
FOR SUMMER:
SEEDING MIXTURE:
GERMAN MILLET -40 LB/ACRE
(A SMALL -STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
SEEDING DATES:
MAY 1 -AUG. 15
FOR FALL:
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE
SEEDING DATES:
AUG. 15 - DEC 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB/ACRE 10-10-10 FERTILIZER
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB/ACRE 10-10-10 FERTILIZER
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000
LB/ACRE 10-10-10 FERTILIZER
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT
IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING SCHEDULE
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CONSTRUCTION SPECIFICATIONS
LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN
THE BOTTOM ROW TO ALLOW POOL DRAINAGE. PLACE THE BOTTOM W
ROW OF BLOCKS AGAINST THE EDGE OF THE CURB FOR LATERAL C�b
SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. _
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THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN z z >
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SCALE
H: 1" = 10'
V:1"=5'
PROP. GRADE @
C/L OF PIPE 17.26' of 36" RCP @ 1.62%
EX. GRADE @
C/L OF PIPE
24.16' of 36" RCP @ 1.24%
FES 1
STA:0+27.12 R
RIM:679.92
INV IN:676.50 36" RCP
JB 1
STA:0+51.25 L
RIM:682.22
INV IN:676.90 36" RCP
INV OUT:676.80 36" RCP
+
EX. CB
SUGGESTED
1.
2.
3.
4.
GRADING / STORM CONSTRUCTION SEQUENCE:
ESTABLISH PROPER EROSION & SEDIMENTATION CONTROL MEASURES AS SHOWN ON DRAWING #5.
WHILE NO EROSION & SEDIMENTATION CONTROL PLAN IS REQUIRED FOR THIS PROJECT (NCGO1),
PRECAUTIONS HAVE TO BE MADE TO INSURE THAT SEDIMENTATION DOES NOT LEAVE THE WORK AREA.
PROVIDE TEMPORARY CONSTRUCTION ENTRANCE WHERE BEST SUITED IN FIELD FOR ENTERING AND
LEAVING THE SITE.
GRADE INDIVIDUAL HOUSE PADSITES TO GRADES SHOWN ON FLOODPLAIN DRAWING #15.
BEGIN CONSTRUCTION OF INDIVIDUAL HOMES.
/
STA:0+68.44
RIM:683.01
5.
REMOVE EXISTING WING WALL LOCATED IN LOT 2 AND EXTEND EXISTING 36" RCP ON THE SAME SLOPE
AND DIRECTION AS EXISTING PIPE.
INV OUT:677.18 36" RCP
6.
CONSTRUCT NEW JUNCTION BOX, ADDITIONAL 36" RCP, AND FREE END SECTION AS SHOWN ON DRAWING
#3 AND #7.
7.
CONSTRUCT NEW CONCRETE OUTFALL DITCH AS SHOWN ON DRAWING #3 AND DETAILED ON #7.
8.
PLACE TRAFFIC CONTROL MEASURES PRIOR TO ANY WORK DONE INSIDE THE RIGHT-OF-WAY THAT
COULD IMPEDE TRAFFIC IN ANY WAY.
9.
AFTER UTILITIES (WATER AND SEWER) HAVE BEEN CONSTRUCTED AND APPROVED BY THE CITY OF
SALISBURY, CONSTRUCT 6' WIDE CONCRETE SIDEWALK AND FOUR INDIVIDUAL DRIVEWAYS.
10.
CONSTRUCT NEW CURB AND GUTTER ALONG THE NORTH EDGE OF WHITEHEAD ROAD.
11.
FINE GRADE THE PLANTING STRIP BETWEEN THE NEW CURB AND GUTTER AND SIDEWALK. PLANT NEW
FRONTAGE TREES PER DRAWING #14.
670
12.
PROVIDE ASPHALT PATCHES WHERE NECESSARY PER PROVIDED DETAIL.
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GRAPHIC SCALE
5 10 20
(IN FEET)
1 "=10'
SUBGRADE
-- - -- ---------------
--
' I '
--------------
1'
1
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NOTES:
1. PLACE"' EXPANSION JOINTS AT 25' INTERVALS AND AT ALL OTHER POINTS WHERE PROPOSED
DITCHES ABOUT RIGID OBJECTS.
2. PLACE GROOVED JOINTS 1" DEEP AT 10' INTERVALS BETWEEN EXPANSION JOINTS.
CONCRETE DITCH DETAIL
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Flared End Sections 20160310HJG02
to
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Plan View
D
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D'a. _
A
T Section A -A Front ViewPipe
Note:
-No Scale -
All dimensions subject to allowable
( 1.) Dimensions may vary due to form variations. specification tolerances.
12
4 4"
Basic Dimensions
2'-0" 4'-1"
6'-1" 1'-8"
21/2"
15
4 1/2
�
2'-4 1/2" 3'-8 1/2"
6'-1" 2'-4"
2 3/4"
18
�
9"
2'-3"
21
5 3/8
10" i
3'-2"
24
5 3/4
10 1/2" -
3'-7" 2'-7"
6'-2" 4'-0"
3 1/4"
27
11"
6'-3" 4'-7"
3 1/4"
30
6 5/8
12 1/2"
6'-1" 5'-0"
4"
361'-4"
5'-2 1/2" 2'-11 1/2"-
8'-2" 6'-0"
4"
42
�
1'-9" _
5'-0" 2'-11"
6'-6"
4 1/2"
48
�
2'-0"
6'-0" 2'-2"
54
51 /2
2'-3"
5'�i" 2'-11"
8'-4" T-0"
51 /2"
60
6
2'-6"
5'-0"
3'-0"
8'-3" 8'-0"
6"
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1L MANHOLE
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FOR MANHOLE COVER & FRAME
OPTIONAL
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
- - OUTLET PIPE
A
SECTION X-X
SECTION Y-Y
L-Nw- C
4 BARS "A"
SPACED 6"
C. TO C.
6 E OR F 1Y2"
SECTION
C-C OR D-D
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
T #4 BAR
NIT
6
nnwF: i
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL(
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. H"
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0'
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4'
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
5'-10"
5'-9"
28
6'-7"
6'-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60
6'- 6 ",„
6'- 6
6'- 3
30
7 -3
7 -6
7 -6
1.042
1.042
0.481
145
5.090
0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32
V-10"
8'-1"
8'-1"
1.210
1.210
0.518
169
5.917
0.444
0.589
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840.31
NOTES:
1) FILL MATERIAL SHALL BE COMPACTED TO 95% PROCTOR DENSITY IN LIFTS NO MORE THAN 6" THICK. SPECIAL
CARE SHOULD BE TAKEN TO MAKE SURE FILL MATERIAL UNDER PIPES IS THOROUGHLY COMPACTED.
2) ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS
3) A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST BE ALLOWED FOR
COMPACTION OF FILL MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER
THE PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 611. UNDER NO
CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS
BEEN PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY.
EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE.
STORM PIPE EXTENSION
BEDDING DETAIL
N.T.S.
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SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
Z
IF SPECIFIED.
}
STATE USE OF SYSTEM ON COVER
Q Q
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
2
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TOP OF COVER
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BOTTOM OF COVER
PLAN OF FRAME
2'-11/4"
1'-113
1'-10%8"
TYPE #1
_ � I
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2' Z4 t \' 14L
SECTION A -A 1
1
TYPE #2
1" R.
PLAN OF COVER
1'-111/2"
N
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1 '-10-5/8"
SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
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IV
GROOVE JOINT IN SIDEWALK
1W RADIUS
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALKAT S INTERVALS. ONE 11Z
EXPANSION JOINT WILL BE REQUIRED AT 45 INTERVALS NOT TO
EXCEED 50• AND MATCHING EXPANSIOWCONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 112" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE S•THICK.
S. WIDTH OF SIDEWALKONALL STREETS SHALL BE A MINIMUM OF S'.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE S600 PSI. IN 28 DAYS.
6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
STARTER PROPOSED CURB III,GUTTER
STRIP
1ATTO114 4'CONCR7
ETE S�EWAIC
CONCRETE SIDEWALK WITH PLANTER STRIP
JOINT FILLER
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
TOWN OF
SPENCER, NC
CONCRETE SIDEWALK
NOTE:
GRADES ARE SHOWN FOR SINGLE FAMILY & TWO FAMILY
LOTS ONLY. COMMERCIAL TYPE USES MUST FLATTEN GRADES
ACCORDINGLY FOR HIGHER VOLUMES OF TRAFFIC,
ACCORDING TO THE TOWN ENGINEER'S DIRECTION.
10 EXPARSION JOINT
PROPOSED CURB 6 GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
FOR CONCRETE SIDEWALK
REVSIONS
STD.
3.01 D
NOT TO SCALE
REVISIONS
TOWN of DRIVEWAY GRADES STD.NO DATE BY I COMMENT
SPENCER, NC 4.01
GENERAL NOTES:
R/W 60' R/W (MINIMUM) R/W
30' (MIN) 30' (MIN)
13'-0" (MIN) 13'-6" 13'-6" 13'-0- (MIN)-
-5- -0. 2'_6" 11'-O" 11'-D" 2'_6" 6'_0' 5'-0" 1'
(MIN) �MINS" (MIN) (MIN)
2' 1­ --(MIN)
(MIN) 6' 5' 2' WA SERVICE
H — METER
cAP 1/4 % FF.:1 C1 /4/ FT•
ID
2MAX. 1 /4" PER FT. 1/4" PER FT.
2:1 CUT MAX.
3:1 RF MAX. nn &I FILL MAX.
{ I I, ' o CABL
OASL �+ VISION
POWER AN - ___i 2' - i 5C1 -.Y:4' STREET TREE o TEUFHONE
TO BE 4' TO 6' DEEP
MAIN
MAN TYPICAL UTILITY PLACEMENT
NOTES:
1. ALL DIMENSIONS NOTED AS MINIMUM ARE SUBJECT TO APPLICABLE STANDARDS.
2. WATER AND SEWER MAY BE REVERSED FROM LOCATION SHOWN ABOVE.
3. WATER AND SEWER SEPARATION SHALL BE IN ACCORDANCE WITH SECTION .0900
OF THE RULES GOVERNING PUBLIC WATER SYSTEMS.
4. WATER AND SEWER SHALL BE INSTALLED UNDER PAVEMENT TO MINIMIZE
DISRUPTION TO PRIVATE PROPERTY DURING MAINTENANCE ACTIVITIES.
5. TELEPHONE, CABLE TV, AND POWER SHALL BE LOCATED JUST INSIDE THE STREE
RIGHT-OF-WAY (COLOCATION IS REQUIRED)
TOWN of STREET SECTION WITH UTILITIES STD. NO -D^� BY COMMENT
SPENCER, INC 60' (MIN.) RIGHT—OF—WAY 1.02
(SEE DRAWING #8 FOR APPROVED PLANTINGS LIST
2'-6' CURB AND GUTTER
6' 1'-0'
1/2' RAD 3'RAD
1/8' RAD
(U T
J_
•.�': U7
1'-6' CURB AND GUTTER
25' RAD
JOINT SEALER
1/8' RAD
v . SURFACE OF GUTTER
o
JOINT FILLER
18` RAD I 2'-0, I v2'—II-
2'-0' VALLEY GUTTER TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
GENERAL NOTES:
1, CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS, EXCEPT THAT
A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
SUPPORT FOR THE FACE CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES
AT 10 FOOT INTERVALS.
2, JOINT SPACING SHALL BE PROVIDED TO PREVENT UNCONTROLLED CRACKING,
3, CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR
FORMED BY OTHER NCDOT APPROVED METHODS, WHERE SUCH JOINTS ARE NOT FORMED BY
TEMPLATES, A MINIMUM DEPTH OF 1 1/2' SHALL BE OBTAINED.
4, ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER,
5, EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT
TO ALL RIGID OBJECTS,
CITY OF SALISBURY, N,C, STANDARD DETAIL
ROADS
CURB AND GUTTER
1. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE RULES, REGULATIONS AND STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, GASTON COUNTY, AND ANY
ADDITIONAL REGULATORY AUTHORITIES.
2. UNDERGROUND UTILITY LINE LOCATIONS ARE APPROXIMATE ONLY, AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATION OF ANY SUCH UTILITIES. UTILITIES
SHOWN ON THE PLANS ARE FOR THE CONTRACTORS' CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE
FOR ALL DAMAGES TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY EXISTING UTILITIES WILL EFFECT OR IMPEDE THE PROGRESSION OR COMPLETION OF THE
DESIGN INTENT OF THESE CONSTRUCTION DOCUMENTS.
3. THE CONTRACTOR SHALL COORDINATE RELOCATION OF ANY EXISTING UTILITIES WITH THE APPROPRIATE UTILITY ENTITY PRIOR TO THE START OF ANY CONSTRUCTION.
4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN PROTECTING EXISTING TREES. COORDINATE ALL TREE REMOVAL WITH OWNER PRIOR TO THE START OF ANY CONSTRUCTION.
5. MISCELLANEOUS MAPPING NOTES:
a. UTILITIES SHOWN ARE LOCATIONS OF GROUND IDENTIFIABLE ITEMS. ADDITIONAL UTILITIES MAY EXIST ABOVE OR BELOW THE GROUND.
b. THIS PROPERTY IS SUBJECT TO ALL RIGHT-OF-WAYS AND EASEMENTS SHOWN OR NOT SHOWN, RECORDED OR NOT RECORDED.
6. THE CONTRACTOR SHALL REMOVE AND ABANDON EXISTING UTILITIES ONLY AFTER APPROVAL FROM ALL INTERESTED PARTIES. THESE FACILITIES MAY INCLUDE, BUT NOT BE LIMITED TO: EXISTING ON -SITE
DRAINAGE PIPING, ON -SITE PRIVATE ELECTRICAL LINES AND APPURTENANCES, ABANDONED EROSION CONTROL DEVICES AND STRUCTURES. THE CONTRACTOR SHALL COORDINATE ANY AND ALL
ABANDONMENT AND/OR RELOCATION WITH THE APPROPRIATE UTILITY COMPANIES OR ENTITIES. ANY DISPOSAL OF SAID FACILITIES SHALL BE DONE IN ACCORDANCE WITH LOCAL UTILITY AND/OR
GOVERNMENTAL REGULATIONS. RELOCATION AND/OR ABANDONMENT OF SAID FACILITIES AND/OR UTILITIES SHALL BE DONE AT THE EXPENSE OF THE OWNER/DEVELOPER. PERMITS (IF ANY) SHALL BE
OBTAINED BY THE CONTRACTOR AND/OR OWNER/DEVELOPER.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT PRIOR TO ORDERING PROJECT MATERIALS, THAT THE MOST CURRENT SET OF CONSTRUCTION DOCUMENTS HAVE BEEN OBTAINED
FROM THE OWNER/DEVELOPER INCLUDING, BUT NOT LIMITED TO, THE PERMITTED SET(S) FROM ALL APPLICABLE AGENCIES AS APPROPRIATE. THE PROJECT ENGINEER ACCEPTS NO RESPONSIBILITY FOR
IMPROPER ORDERING OF MATERIALS.
DATE: JANUARY 1, 1991
NOT TO SCALE
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GENERAL NOTES
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064
WELDED WIRE FABRIC (WWF).
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANCE WITH AASHTO M199.
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS.
LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF
BOTTOM SLAB.
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE
THINNEST PORTION OF THE TOP/BOTTOM SLAB.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
A DISTINGUISHABLE TOP AND BOTTOM.
FRAME AND GRATES
STD. NO.
TRAFFIC BEARING
840.37
NONTRAFFIC BEARING:
840.22
840.24
840.20
840.29
840.33
2' O"
ALTERNATE CONE SECTION
D W T
INTERNAL MIN. MIN.
DIAMETER WALL TOP/BOTTOM
(FT.) THICKNESS SLAB THICKNESS
(IN.) (IN.)
4 4 6
5 5 8
6 6 8
As
MIN. CIRCUMFERENTIAL
AREA OF STEEL
PER VERTICAL FT.
(SQ. IN.)
0.12
0.15
0.18
2' 0"
GRADE RING II
v u, MIN. AREA OF STEEL
:+ IS 0.07 in .2
ECCENTRIC CONE --- i ro
LOCATE WALL REINFORCEMENT
'D' + 2 'W' IN MIDDLE THIRD OF WALL
1" MIN. ADDITIONAL
CLR. #4 REBAR
T, 1" MIN.• •USE MIN. AREA OF STEEL IN TOP
CLR. SLAB OF #4'S @ 8" CTS.
EACHWAY/EACH FACE *.
FLAT TOP SLAB
ADDITIONAL #4 EACH
SIDE OF OPENING (1"
CLEAR OF BOTTOM FACE
PLACE BARS DIAGONAL
TO CORNERS (TYP.)
I �
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Ir _ JL _
\ JL-—I
41
GRATED INLET OPTION
FRAME & GRATE
PLAN OF FRAME
ADDITIONAL #4 EACH
SIDE OF OPENING (1"
CLEAR OF BOTTOM FACE)
MANHOLE OPTION
A
RISER
,W,
SEE STD. 840.54
FOR MANHOLE
RING AND COVER
6" MAX. SPACING
OF CIRCUM. R/F
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NO. 840.66
As
(CIRCUMFERENTIAL
REINFORCEMENT)
LONGITUDINAL
REINFORCEMENT
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BASE
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USE MIN. AREA OF STEEL
IN BASE SLAB OF
0.12 in2 PER LINEAR
FOOT EACH WAY
TYPICAL MANHOLE SECTION
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B
L_
BOTTOM OF COVER
2'-11/4"
1'-113/4" 3/4"
1'-10 ,8"
1" / \ TYPE #1
� \ ALTERNATE
43/82'-01/2
2'-91/4" '7 \
SECTION A -A
TYPE #2
1" R.
PLAN OF COVER
1'-111/2"
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SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
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EXPANSION
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CONCRETE
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RIGID
STRUCTURE
PROPOSED PROPOSED CURB
CONCRETE AND GUTTER
SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
CONTROL
inTKiT
1 ul"I'l 1 Lfl 1 L
JOINT
SECTION A -A
45'
CONTROL
-JOINT
LArFllvJlul'4
JOINT
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L
F
GROOVED JOINT IN SIDEWALK
1/8' RAD rJOINT SEALER
1/2—
T .4JOINT FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
GENERAL NOTESI
1. A GROOVE JOINT 1' DEEP WITH 1/8' RADIUS SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2' EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2' EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE,
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6' THICK FOR FULL DRIVEWAY LENGTH,
3. WIDTH OF SIDEWALKS SHALL BE A MINIMUM OF 5', WIDTH OF SIDEWALKS IN
THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CITY.
4. SIDEWALKS TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
5. WHEELCHAIR RAMPS SHALL HAVE 6' THICK CONCRETE.
CITY OF SALISBURY, N.C. STANDARD DETAIL DATE; APRIL 17, 2001
ROADS NOT TO SCALE
SIDEWALKS STANDARD R-11
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LOT/MH
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INV ELEV
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SIZE / MATERIAL
#
LENGTH
ELEV
@ MAIN
SAN MH
0 + 00
678.92
#1
1
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31.0
684.55
679.76
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680.65
#2
WHITEHEAD AVENUE
SANITARY SEWER LATERAL CHART I:LL I
TLANDS WEI
DELIEATION I I
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ALL LATERALS SHOULD BE CONSTRUCTED AT MINIMUM 1.0% SLOPE. \
d`M
690_ 690
- I / Co
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7913 S.F.------�,� . II
0.182 Acres LOT#2 LL I j LOT#3 m -
1821 S.F. I $043 S.F. I LO 4
68 31, 411 pIP @ 680 �, 0.419 Acres / 0,185 Acres 4 S.F.
382 M 0.186
1 � � 1 I
w--------------- --678- PROPOSED
I
--------------------- RIP REAP
1
X DITCH
w
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+00 0+31
NOTE: THIS SEWER LATERAL PROFILE FOR LOT 1 ; :;:: 1 I 00 I'
SHOWS THE PROXIMITY OF THE EXISTING 6
1
11
WATERMAIN FROM THE PROPOSED SEWER LINE. LLLL r:' LL
.0
SPECIAL CARE SHOULD BE TAKEN WHILE
1 I
CONSTRUCTING ALL FOUR SEWER LATERALS.
ACTUAL DEPTH OF EX. WATERMAIN IS UNKNOWN.
IX LL
s I''
\I ' EX. 50' R/W (TO
\\ - tea- -------------------t----' BE ABANDONED)
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PROP. .10
\ 6s\ a — 60' '
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PROP. CURB & GUTTER A
(DETAIL DRAWIfd� #6)
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LEGEND:
PROPERTY LINE = EDGE OF PAVEMENT
STREET CENTERLINE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SEWER LATERAL
PROPOSED WATERMAIN TAP
EXISTING 8" SEWER
EXISTING 6" WATERMAIN
LARGE DECIDUOUS TREE
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--- - -- ' "- — — --
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GRAPHIC---------------------------------
ALE
—ass a ss a ss a ss a SS — — — 15 0 7.5 15 30 60
—
w TOPOGRAPHIC SURVEY PROVIDED BY: — — — — —
SPARKS SURVEYING, PLLC (IN FEET)
4485 NEEDMORE ROAD 1"=15'
0 WOODLEAF, NC 27054
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WATER LINE GENERAL NOTES:
9
1. PROVIDE POURED IN PLACE CONCRETE PADS (18" X 18" X 6") (OR CONCRETE
"DONUTS" MAY BE USED AS AN ALTERNATIVE AT THE DISCRETION OF THE SRU
INSPECTOR) AT ALL VALVE BOXES.
2. EXTENSIONS FOR VALVE BOXES, WHEN REQUIRED, ARE TO BE VALVE BOXES
OR DIP (NO PVC OR C-900).
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO THE CITY OF SALISBURY STANDARD DETAILS AND/OR AS
REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
4. PAVEMENT CUTS ARE TO BE REPLACED IMMEDIATELY AFTER BACKFILLING OF
INITIAL CUT EITHER WITH PERMANENT REPLACEMENT OR A TEMPORARY
REPLACEMENT OF 10" OF BASE IF APPROVED BY THE CITY (FOR CITY
MAINTAINED STREETS) OR DOT (FOR STATE MAINTAINED STREETS).
5. REPAIRS TO MAIN BREAKS: (A) SOLID SLEEVES TO BE USED FOR CONNECTING
SPIGOT ENDS SHALL BE OF THE LONG BODY TYPE. (B) ALL REPAIRS SHALL BE
INSPECTED BY CITY BEFORE BACKFILLING.
6. IN ANY INSTANCE WHERE IT WILL BE NECESSARY TO HAVE THE WATER SHUT
OFF ON EXISTING MAINS IN ORDER TO MAKE A TIE-IN, THE WORK MUST BE DONE
BY CITY FORCES OR A CONTRACTOR WORKING FOR THE CITY, SCHEDULED 48
HOURS TO 7 DAYS IN ADVANCE DEPENDING ON THE LOCATION AND TYPES OF
BUSINESSES THAT WILL BE AFFECTED.
7. WHEN A WATER MAIN CROSSES AN EXISTING SEWER MAIN, THE CONTRACTOR
IS TO REPLACE THE SEWER PIPE SPANNING THE DITCH WITH DUCTILE PIPE
WHEN THE FOLLOWING CONDITIONS OCCUR: (A) ANYTIME A WATER MAIN IS
INSTALLED UNDER A SEWER MAIN. (B) WHEN A WATER MAIN IS OVER A SEWER
MAIN AND THE VERTICAL DISTANCE BETWEEN THE TWO MAINS IS 18" OR LESS
(MINIMUM 12" CLEARANCE BETWEEN WATER AND SEWER LINES - ONLY
ALLOWED WHEN OTHER UTILITIES PREVENT THE 18" MINIMUM SEPARATION).
8. WATER LINES SHALL BE DISINFECTED AND HYDROSTATICALLY TESTED IN
ACCORDANCE WITH ALL STATE AND CITY OF SALISBURY REQUIREMENTS.
9. ALL PLANS SHALL MEET ALL FEDERAL, STATE, CITY OF SALISBURY, AND
SALISBURY-ROWAN UTILITIES REGULATIONS, DESIGN CRITERIA, AND
CONSTRUCTION STANDARDS.
10. ALL SEWER LATERALS ARE TO BE TESTED FOR LEAKAGE PER SECTION IV, PART
3.04 OF THE CITY OF SALISBURY CONSTRUCTION STANDARDS MANUAL.
11. INDIVIDUAL DOMESTIC WATER TAPS SHOULD BE 1" COPPER TUBING (TYPE "K"
SOFT- ASTM B-88) PER DTAILS ON DRAWING #14 AND SECTION 339000, PART 2
OF THE CITY OF SALISBURY CONSTRUCTION STANDARDS MANUAL.
12. INDIVIDUAL WATER METERS SHOULD BE 4" OR AS MANDATED BY THE
DEVELOPER.
13. ACTUAL LOCATION OF ALL INDIVIDUAL SANITARY CLEANOUTS AND WATER
METERS MAY VARY BASED ON FIELD CONDITIONS, DRIVEWAY PLACEMENTS,
AND MUST BE APPROVED BY THE LOCAL SRU FIELD INSPECTOR. WATER
METERS AND CLEANOUTS ARE NOT TO BE LOCATED IN DRIVEWAYS.
SUGGESTED UTILITY CONSTRUCTION SEQUENCE:
1. CONTRACTOR / DEVELOPER TO FIRST OBTAIN AN APPROVED PERMIT FOR
ENGINEERING PLANS AND SPECIFICATIONS FOR WATER AND SEWER SUPPLY
SYSTEMS FROM THE CITY OF SALISBURY ENGINEERING AND DEVELOPMENT
SERVICES.
2. CONTACT THE CITY OF SALISBURY ENGINEERING AND DEVELOPMENT SERVICES
AT [phone] TO REQUEST A PRE -CONSTRUCTION MEETING PRIOR TO ANY
CONSTRUCTION ACTIVITIES TAKING PLACE WITHIN ANY CITY RIGHT-OF-WAY,
SEWER COLLECTION SYSTEM CONSTRUCTION OR WATER DISTRIBUTION SYSTEM.
3. ESTABLISH PROPER TRAFFIC CONTROL MEASURES PRIOR TO ANY WORK DONE
INSIDE THE RIGHT-OF-WAY THAT COULD IMPEDE TRAFFIC IN ANY WAY.
4. PROVIDE NEW TAPS, SERVICE LINES, AND METERS FOR PROPOSED LOTS 1-4.
MOVE OR ADJUST METER LOCATION BASED ON FIELD CONDITIONS, NEW
PLANTINGS AND/OR NEW DRIVEWAY LOCATIONS AND AS APPROVED BY THE CITY
UTILITIES FIELD INSPECTOR.
5. PROVIDE ASPHALT PATCHES WHERE NECESSARY PER PROVIDED DETAIL.
I. ❑!'E R
STAh,DARfI
5`AL '1`E BOi:
TOP SEC71&j
1 I_ I8'
i_.ONC.. PAD
1'AL'VE PO
NOT TO FOr-aTACT
d
VATER MAIN
OR 'vALbE
TAMPED BACKFILL '
E�
Yam:
f;RICr . OR —
OTHER SOLID
S.UPPOPT
I iNfiEF' FOB'
IYSE:
ADDITIONAL
FOR E:.',TEN; IONI- If'�
C.❑`'r`E P
i WATERh'iA]N'".
II A
_L2"
:'.LIP -ON SOIL
PIPE GA'=.KET
Ld
J
¢
WATER
OF :STONE—"
¢.
>
6 1/8
s 4,4--,-�.HED
4
— _ �5 TAMPED EAi=KF]LL _
`.TANIiAf'D ,'�Lb`E
BO� f�DTTDhi
6 1/2'
•EE.TION
I
9 ,/�• I A
]N`_.T"LL"TI0N
f� 7
N
5 3/8'
a 5 3/4"
7'
SECTI❑N A -A
8 1/2' I
NOTE:
10 1/4' SEE CURRENT APPROVED PRODUCT
MANUFACTURERS SHEET FOR APPROVED
TYPES (APPENDIX A)
CITY OF SALISBURY, N,C, STANDARD DETAIL DATE: OCTOBER 17, 2006
WATER SYSTEMS NOT TO SCALE
VALVE B ❑ X STANDARD W-4
EXIENSIAON
CITY OF SALISBUR'r, N.C. ,.TANDARD DETAIL
V'AL"V'E BOX IPI TALLATION
DATE; JANUARY 1, 1991
NOT TO SCALE
STANDARD W-5
ANGLE BALL VALVE -
ALL BRASS OF
85-5-5-5 RED
BRASS COPPER
AWWA C800-89 INLET & OUTLET
ASTM B62-93
CTS GRIP JOINT
INLET & OUTLET
12" LONG STABILIZING PVC BAR
SEE STANDARD DETAIL W-12
DUAL CARTRIDGE
CHECKVALVE
a
COPPER
INLET &
6" OF #67 WASH STONE
O METER SETTER - INLET: C❑PPERTUBE PACK JOINT/OUTLET C❑PPERTUBE PACK JOINT - SEE
CURRENT APPROVED PRODUCT MANUFACTURERS SHEET FOR APPROVED TYPES
(APPENDIX A)
O2 METER - TO BE INSTALLED BY THE CITY
O3 METER BOX- SEE CURRENT APPROVED PRODUCT MANUFACTURERS
SHEET FOR APPROVED TYPES. (APPENDIX A)
® 24' OF COPPER W/BE USED FOR TAIL PIPE AND FIP x CTPJ W/BE PROVIDED FOR CONNECTI❑N
O5 ALL ITEMS AS SPECIFIED OR APPROVED EQUAL(DOMESTIC MANUFACTURED ONLY)
© METER BOXES SHALL NOT BE LOCATED IN DRIVEWAYS OR DESIGNATED PARKING SPACES,
O7 SEE STANDARD DETAIL W-12 FOR METER BOX L❑CATION. IN AREAS WHERE SIDEWALKS ARE
NOT REQUIRED THE BACK OF THE METER BOX SHALL BE LOCATED AT THE PROPERTY LINE,
CITY OF SALISBURY, N,C, STANDARD DETAIL DATE: OCTOBER 17, 2006
AMENDED: MAY 19 2009
WATER SYSTEMS NOT TO SCALE
3/4" & 1 " METER DETAIL STANDARD W-9
PLAN VIEW
6 SEE STANDARD
✓'— I DETAIL W-9
i
METER BOX
I FI
+
I
5
I
v
SECTION A -A
SIDEWALK e
+�=a
e •�_�•- MIN, 2 FT. 3 -
Q2
1
NOTE- COVEN WITH 6' OF WASHED STONE
1' TYPE K I I
SOFT COPPER I I
I I
WATER MAIN
I I
SECTION A -A---------
NOTES:
1, TAPPING SADDLE - SEE CURRENT APPROVED PRODUCT MANUFACTURERS
SHEET FOR APPROVED TYPES (APPENDIX A)
2, 1' C❑RP❑RATION STOP
INLET AWWA THREAD OUTLET CTPJ (SEE APPENDIX A)
3, V MIP x V CTPJ
4, 1' BRASS TEE, FIP
5, DOMESTIC BRANCH:
Vx 3/4' BUSHING, 3/4' MIP x 3/4' CTS CURBSTOP W/PADLOCK WINGS & PLUG
6, STUB -OUT,
1' MIP x 1' CTS CURBSTOP W/PADLOCK WINGS & PLUG
7, COVER TEE AND CURBSTOPS WITH 6' OF WASHED STONE
CITY OF SALISBURY, N,C, STANDARD DETAIL DATE: OCTOBER 17, 2006
AMENDED: MAY 19, 2009
WATER SYSTEM NOT TO SCALE
1' SERVICE LINE FOR DOMESTIC 3/4' & 1' SERVICES STANDARD W-12
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LATERALS SHALL NOT
BE LOCATED IN DRIVEWAYS,
WALKWAYS, OR SIDEWALKS:
PUBLIC PRIVATE
P
L
PAVEMENT OR
GROUNDS
18" SQ:x6"�
18" MIN. CONC: PAD
5 MAX, DEPTH
No: 67 ST O�
UNLESS ADDITIONAL
DEPTH IS REQUIRED TO
FIRST BEND SERVE THE PARCEL
SEE NOTE 4----,, 1 —MINIMUM SLOPE 27
TYLER 6855 SERIES
10" - TOP SECTION
f5 1/4" DROP LID
/Z/.<i
��O TYPE III BEDDINGJ
MIN: SLOPE 27PLUG-FUTURE
SERVICE CONNECTION
"-4" DIP OR PVC 4" PVC - SCHEDULE 40 OR
© LATERAL CONNECTION 4" DUCTILE IRON PIPE
(ON 45) NO TRANSITIONS BETWEEN
MATERIALS.
WYE OR SADDLE
WYE SADDLE AVAILABLE FROM
CITY (CONTECH OR EQUAL)
CONTECH PFSP & PFTP
NOTES:
L THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6" LAYERS
WITH MECHANICAL TAMP, TO 957 STANDARD PROCTOR,
2. THE CITY SHALL MAKE TAPS ON EXISTING LINES
3: BENDS 1/16, 1/8, 1/4 AS REQUIRED.
4. FIRST BEND SHALL OCCUR BEHIND BACK OF CURB UNLESS SPECIFICALLY
APPROVED BY THE UTILITIES ENGINEERING MANAGER,
5.ALL LATERALS 60' OR LONGER SHALL BE 6.
6.NO MATERIAL TRANSITIONS (LATERAL & STACK MUST BE ALL PVC OR ALL DIP)
7. WYES ONLY, NO TEES. SADDLES MAY ONLY BE USED ON EXISTING SEWER LINES.
CITY OF SALISBURY, N.C. STANDARD DETAIL DATE: MAY 19, 2009AMENDED: JULY 19, 2022
SEWER SYSTEMS NOT TO SCALE
TAP & STUB -OUT STANDARD SS-5
0
2" MILLED PAVEMENT CUTS.
TACK COAT JOINT (TYPICAL)
F-2" SURFACE COURSE. (TYPICAL)
PATCH SHALL BE FULL DEPTH BINDER
COURSE OR 3,000 P.S.I. CONCRETE PE
NOTE 2 TO 2" OF FINAL SURFACE
12" 12" iF EXISTING PAVEMENT
e
I�I�I ICE
DO NOT DISTURB
EXISTING STONE DO NOT DISTURB
EXISTING STONE
VNO.
HALL BE MECHANICALLY COMPACTED ABC STONE
MAXIMUM 6 LIFTS TO 95% STANDARD PROCTOR
EXCAVATABLE PLOWABLE FILL, OR APPROVED �"i '�•"'��-�'
"' EQUAL PER NOTE 4 TO PREVENT SETTLEMENTPIPEPIPE (UNSUITABLE MATERIAL SHALL BE REPLACED) PIPE
m I' 67 WASHED STONE. MAX 6" BELOW AND -1' - 111�1ll
PIPE DIA. OVER PIPE. PIPE DIA.
+ 18" + 18"
MILL CUT SAW CUT
2" SURFACE COURSE. (TYPICAL)
SAWED PAVEMENT CUTS.
TACK COAT JOINT (TYPICAL)
NOTES:
1. ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN A MAXIMUM OF TEN (10) DAYS FROM THE DATE THE CUT IS MADE.
2. CONCRETE TRENCH CAP ON ASPHALT STREETS SHALL BE USED ONLY DURING INCLEMENT WEATHER WHEN ASPHALT PLANTS
ARE NOT OPERATING.
3. IN ALL OPEN TRENCHES, BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING COMPACTION REQUIREMENTS BY SOILS TESTING CERTIFIED BY A LICENSED PROFESSIONAL
GEOTECHNICAL ENGINEER.
4. PUBLIC SERVICE DIRECTOR OR DELEGATE MUST APPROVE OTHER SUITABLE BACKFILL MATERIAL PRIOR TO INSTALLATION.
5. ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE.
CITY OF SALISBURY, N.C, STANDARD DETAIL
DATEi JULY 19, 2022
NOT TO SCALE
STANDARD P-5
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Latin Name, Common
t
O
Ol
W N
y
Name
Comments
LARGE MATURING
DECIDUOUS
40'-
zs'-
Valuable shade tree with beautiful color. Easily
Acer rubrum, Red Maple
F
60'
31.
X
transplanted. Long lived.
Acer succharinum, Sugar
50'-
30'-
Excellent fall color. Young trees susceptible to
Maple
S
75'
40'
X
sun scaled if not protected. Tolerates shade.
Acer X freemanii,
4o'
20'-
Shade tree tolerant to adverse climatic and soil
Freeman Maple
F
so'
MY
conditions.
Aesculus X carnea
"Briotii", Ruby Red Horse
35'-
35'-
Specimen tree. Deep scarlet flowers in spring
Chestnut
S
so'
5V
attract bees and hummingbirds.
40'
4V-
Subject to drought problems. Grows well on high
Betula nigra, River Birch
F
70'
60'
or low ground. Multi trunk.
Carpinuscaroliniana,
zo,-
15'-
Only permitted in TC zoning district onlywithin
American Hornbeam
S
3o'
20'
X
X
500' of Town Hall.
Carya cordiformis,
Bitternut Hickory
F
so•-
Low
30•-
40'
Sun to partial shade. Range of soil types.
Carya glabra, Pignut
ao
NY-
Shade tree. Fruit and foliage cause significant
Hickory
M
135'
40'
litter.
fi0.-
I'-
Used as shade tree in parks. Young trees very
Carya illinoinensis, Pecan
M
100
40'
X
susceptible to sun scales. Litters.
Carya ovata, Shagbark
60'-
zs'-
One of the heartiest of the hickoryspecies.
Hickory
S
sa'
35'
Adaptable in many soils.
Castanea mollissima,
Chinese Chestnut
S
60'
60'
Shade tree with edible fruit.
Celtis laevigata, Sugar
M
Haekberry
-F
so•-
1 80'
6a-
1 ao'
I
I
Sun, does well in a range of soil types.
Celtis occidentalis,
M
ao'-
3s'-
Grows well in adverse conditions. Can develop
Common Hackberry
-F
5s'
so'
X
witch's broom.
Diospyros virginiana,
20'-
Recommended for buffer strips, has been
Persimmon
M
60'
35'
successful in poor drainage and soil.
so'-
40'-
Dense shade which does not produce
Fagus grandifolia, Beech
S
E0'
W.
undergrowth. Strong, long lived.
Fraxinus americana,
60'-
so'-
Resists heat and drought well. Survives well in
White Ash
M
X
severe exposures.
Fraxinus pennsylvanica,
Green Ash
F
so'-
ao'
so' -
70'
X
Do not plant in heavy clay soil.
40,-
z0'-
Plant grafted male only, pest free, tolerates
Ginkgo biloba, Ginkgo
S
70'
1.
X
pollution.
Gleditsia tricanthos
inermis "Shademaster",
Shademaster
Full to partial sun. Adaptable to harsh
Honeylocust
F
6o'
40'
conditions. Shade tree.
Gymnocladus dioicus,
S-
40
Dark green or blue-green leaves. Develops large
Kentucky Coffeetree
M
75'
so'
pods that cause litter.
Liquidambar styraciflua,
S-
60,_
_so,_
Fruit is not a problem with species-Rotundiloba.
Sweet -Gum
M
100
75'
X
Good for shade, symmetrical.
Liriodendrontulipifera,
IV_
60'-
30'-
Stately tree valued for flowers and foliage. Needs
Tulip -Poplar
F
150
1.
X
a lot of space, good soil.
Magnolia acuminata,
50'
50'-
Greenish white flowers. Good shade tree. Full
Cucumber Magnolia
F
so,
ao'
sun to partial shade.
Metasequoia
glyptostroboides, Dawn
75'
15'
Flowering with small round cones. Good for
Redwood
F
10T
25'
shade tree.
Nyssa sylvatica, Black
ao'
20
Gorgeous fall color, long lived, difficult to
Gum
M
60'
30'
1 transplant.
Ostrya virginiana,
zs'-
Drought and pest resistant. Tolerant of poor soil
Hophornbeam
S
so'-
so'
30'
conditions.
d
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V
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Latin Name, Common
_
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x ~
k
Name
'^
'^
Comments
LARGE MATURING
DECIDUOUS (continued)
Platanus x acerifolia,
70%
50'-
Withstands harsh city conditions. Very long lived,
London Plane -Tree
F
100
70'
X
valuable for streets. Some litter.
so'-
so'-
May hold leaves, very long lived, very difficult to
Quercus alba, White Oak
S
100
90,
X
transplant.
Quercus bicolor, Swamp
50'-
501-
Prefers moist acidic soils, but tolerates drought
White Oak
F
70'
60'
conditions.
Quercus coccinea,
60,_
40,_
Excellent for shade and street tree, pleasing fall
Scarlet Oak
F
80,
so'
X
color, hard to transplant.
Quercus Falcata,
M
Southern Red Oak
F
70'-
80,
601-
70'
X
Large, fast growing, valuable shade tree.
Quercus laurifolia, Laurel
M
Oak
F
60,
ao'
au
Semi -evergreen leaves, use variety -Darlington.
Quercus lyrata, Overcup
Oak
M
as'-
75'
35'-
50'
X
Long lived, very sturdy shade tree.
Quercus nigra, Water
M
50'-
30'
Easily transplanted, drooping branches limit use
Oak
F
75'
Q.
as shade tree.
Quercus nuttalli, Nuttall
40,
3d
Low maintenance, able to withstand heat and
Oak
M
60
40'
poor drainage.
Quercus palustris, Pin
60'-
40'-
Lower branches block visibility, holds leaves in
Oak
F
ao'
50'
winter, easily transplanted.
Quercus phellos, Willow
M
60'-
30'-
Majestic tree, excellent shade, easily
Oak
F
ao'
40'
X
transplanted.
Quercus robur
"Fastigiata", Fastigiante
M
English Oak
F
50'-
so'
101-
le
Dense, columnar tree that needs little pruning.
Quercus rubra, Northern
Red Oak
F
so'
75'
45'
Shade tree with a rounded shape, full sun.
Quercus rubra maxima,
50'-
40'-
Withstands most city conditions, valued for rapid
Eastern Red Oak
F
7o'
6o'
X
growth, transplants easily.
Querus shumardii,
M
Shumard Oak
F
40'
ao'
501-
60'
X
Dark red fall color. Thrives in full sun.
40'
35'
Shade tree, dense rounded canopy of twisted
Querus stellate, Post Oak
M
so'
50'
branches.
Querus velutina, Black
S-
60'
30
One of the largest growing oaks, excellent shade
Oak
M
80'
60'
tree, difficult to transplant.
Taxodium distichum,
50'-
zo'
Often used for poorly drained sites but grows
Bald Cypress
S
100
30'
X
well in average soil.
Tilia cordata, Little Leaf
50,_Light
yellow or off white flowers. Full sun to light
Linden
M
90'
40'
shade. Tolerates urban environments.
Ulmus parvifolia,
Lacebark Elm
M
40'
50'
50'
60'
X
Resistant to Dutch Elm disease.
Zelkova serrata,
M
Japanese Zelkova
F
70'-
80'
50!_
60'
X
Excellent shade tree.
APPROVED LIST OF LARGE
MATURING TREES
• One large maturing tree required for every 80 linear feet of street frontage. If overhead utilities are present, planting of one small maturing tree for every
40 linear feet of property abutting a street is required.
• Street trees may be evenly spaced or spaced to accommodate existing site features. Street trees shall be a minimum of fifteen (15) feet apart and a
maximum of ninety feet apart. No street tree shall be located more than twenty five (25) feet from the edge of pavement.
FAIL BY OTHERS)
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ROOT BALL
UNDISTURBED
SOIL PEDESTA
12" 12" VARIE 12' 12'
THREE 2'x 2'x 24' TREATED
WOOD STAKES, EQUALLY
SPACED, DRIVEN 18' INTO
UNDISTURBED SOIL,
LARGE TREES GREATER THAN 2' CALIPER
CITY OF SALISBURY, N,C, STANDARD DETAIL DATE: JANUARY 1, 1991
TREES NOT TO SCALE
PLANTING LARGE TREES STANDARD T-2
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PROP. CURB &GUTTER - _- -=£--_---- - -- ---- - // I.P. � E.I.P. - -
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LANDSAPING STREET TREE REQUIREMENT
REQUIRED TREES
PROVIDED TREES
REQUIREMENT
DESCRIPTION
ARTICLE
FT.
FT.
(PER COUNTY)
222' OF FRONTAGE ALONG
1 LG. TREE &
STREETTREES
11.6.3
WHITEHEAD AVE. R/W = (222�
3 MATURING TREES PROVIDED
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David Rabon
From: Hamstead, Byron A <[e-mail]>
Sent: Saturday, April 15, 2023 10:19 AM
To: David Rabon
Subject: Re: [EXTERNAL] Whitehead Avenue T&E Report of Findings and Review Request (Rowan
County)
Hey David,
We offer the following comments/concurrence to inform prudent effect determinations to federally listed
species from the appropriate action agency:
Based on the information provided, the proposed action occurs within the consultation area for the
federally endangered Schweinitz's sunflower (Heiianthus scwheinitzii). This species occurs in a variety of
habitats including maintained utility and road rights of way, forest edges, old pastures, and woodland
openings. This plant may occupy habitats where the disturbance regime reduces competition from other
species. It does not typically occur in areas with dense understory vegetation, or in areas that experience
frequent mowing or disturbance during consecutive reproductive seasons. Your correspondence indicates
that suitable habitats for this species are not present present within the proposed action area (50CFR
402.02). Our concurrence with "no effect" determinations from action agencies is not required.
Based on the information provided, suitable forage and/or roosting habitat for the proposed endangered
tricolored bat (Perimyotis subffavus), may occur within the proposed action area. To avoid impacts to this
species, we encourage project proponents to accomplish any necessary tree clearing outside of the "active
season" for this animal. The active season for tricolored bat occurs during the warmer time of year from
April 1 - October 15. Although this species is not currently afforded legal protection under the
Endangered Species Act (Act), this impact minimization measure would support our concurrence with a
..may affect, not likely to adversely affect" determination from the appropriate action agency should this
species become listed in the future. If the proposed action would not affect suitable habitat for this
animal, we would not object to a "no effect" determination from the appropriate action agency.
The information provided indicates that suitable habitat is not present within the proposed action area for
any other federally listed species. Therefore, we require no further information and consider consultation
to be complete at this time. Please be aware that 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.
Please contact me if you have any questions.
Regards,
Byron

Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may be disclosed to third
parties.
From: Hamstead, Byron A <[e-mail]>
Sent: Tuesday, March 14, 2023 1:46 PM
To: David Rabon <[e-mail]>; Reid, Rebekah N <[e-mail]>
Subject: Re: [EXTERNAL] Whitehead Avenue T&E Report of Findings and Review Request (Rowan County)
Thanks David,
I have added this request to my list and will respond w/in 30d.
Regards,
B
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may be disclosed to third
parties.
From: David Rabon <drabon @atlasenvi.com>
Sent: Tuesday, March 14, 2023 1:16 PM
To: Reid, Rebekah N <[e-mail]>; Hamstead, Byron A <[e-mail]>
Subject: [EXTERNAL] Whitehead Avenue T&E Report of Findings and Review Request (Rowan County)
This email has been received from outside of DOI - Use caution before clicking on links, opening attachments, or
responding.
Rebekah/Byron,
Please find attached the T&E report of findings and review request for Whitehead Avenue project
located in Rowan County.

Fish and Wildlife Service comments are being requested proactively as an Army Corps of Engineers
NWP 29 may be required for the project. A preliminary site plan has not been provided. The Aquatic
Resource Sketch Maps are included within the report along with additional resources.
Please let me know if you have any questions. I look forward to receiving your comments.
Thank you,
David
David Rabon, Ph.D.
Senior Environmental Specialist
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, NC 28211
[phone] office
[phone] mobile
www.atlasenvi.com
Offices in Asheville and Charlotte