SW3190901_DG_SALISBURY_21350_9/30/2019

STORE #21350
VICINITY MAP (NTS)
SURVEY:
BLUE RIDGE GEOMATICS, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3576
CITY/TOWN: SALISBURY, NC
DEVELOPER:
ENGINEER:
BREC, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3448
TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
NORTH CAROLINA COUNTY MAP
C000
C001
C002
C003
C100
C200
C201
C202
C300
C301
C302
C400
G100
C900
C901
C902
C903
C904
(ROWAN COUNTY)
SHEETINDEX
COVER SHEET
NPDES NCG01
EXISTING CONDITIONS
DEMOLITION PLAN
SITE PLAN
GRADING PLAN
PRE -CONSTRUCTION DA
POST -CONSTRUCTION DA
PHASE 1 ESC PLAN
PHASE 2 ESC PLAN
FINAL ESC PLAN
UTILITY PLAN
LANDSCAPE PLAN
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
SITE COORDINATES: LATITUDE = 35.625127' N LONGITUDE _-80.479130° W
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COVER SHEET
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
r
PROVED BY:
J.CHURCH
SCALE:
NTS (H)
(V)
SHEET:
C000
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
Temporary and Permanent Groundcover*
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, 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
than 2:1, 14 days
I�u
not steeper are allowed.
Slopes 3:1 flatter
14 days
7 days for than 50' in length.
or
slopes greater
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
*-For Falls Lake watershed, in disturbed areas where grading activities are incomplete, provide
temporary groundcover no later than seven (7) days for slopes steeper than 3:1; ten (10) days for
slopes equal to or flatter than 3:1; fourteen (14) days for areas with no slope.
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 without
reinforcement matting
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 retainingwalls
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.
nlI NORTH CAROLINA
�, Environmental Quality
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 of waste containers on site to manage the quantity of
waste produced.
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. 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.
8. Dispose waste off -site at an approved disposal facility.
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
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BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
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
P g g p p Y
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
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 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.
Inspect
Frequency
Inspection records must include [40 CFR 122.41]:
(during
normal
business
hours
(1) Rain
Daily
Daily rainfall amounts.
gauge
If no daily rain gauge observations are made during
maintained in
weekend or holiday periods, and no individual -day rainfall
good working
information is available, record the cumulative rain
order
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
1. Identification of the measures inspected,
Measures
per 7 calendar
2. Date and time of the inspection,
days and within
3. Name of the perscn performing the inspection,
24 hours of a
4. Indication of whether the measures were operating
rain event > 1.0
properly,
inch in 24
5. Description of maintenance needs for the measure,
hours
6. Corrective actions taken, and
7. Date of actions taken.
(3)
At least once
1. Identification of the discharge outfalls inspected,
Stormwater
per 7 calendar
2. Date and time of the inspection,
discharge
days and within
3. Name of the perscn performing the inspection,
outfalls
24 hours of a
4. Evidence of indicators of stormwater pollution such as
(SDOs)
rain event > 1.0
oil sheen, floating or suspended solids or discoloration,
inch in 24
S. Indication of visible sediment leaving the site,
hours
6. Actions taken to correct/prevent sedimentation, and
7. Date of actions taken.
(4) Perimeter
At least once
If visible sedimentation is found outside site limits, then a
of site
per 7 calendar
record of the following shall be made:
days and within
1. Actions taken to clean up or stabilize the sediment that
24 hours of a
has left the site limits,
rain event > 1.0
2. Date of actions taken, and
inch in 24
3. An explanation as to the actions taken to control future
hours
releases.
(5) Streams
At least once
If the stream or wetland has increased visible
or wetlands
per 7 calendar
sedimentation or a stream has visible increased turbidity
onsite or
days and within
from the construction activity, then a record of the
offsite (where
24 hours of a
following shall be made:
accessible)
rain event > 1.0
1. Evidence and actions taken to reduce sediment
inch in 24
contributions, and
hours
2. Records of the required reports to the appropriate
Division Regional Office per Part III, Section C, Item
2 a of this permit of this permit.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
NORTH CAROLINA
'Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
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
and sign an inspection report that lists each
elevations shown on the approved E&SC
E&SC Measure shown on the approved E&SC
Plan.
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
Initial and date a copy of the approved E&SC
completed.
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and
Initial and date a copy of the approved E&SC
installed in accordance with the
Plan or complete, date and sign an inspection
approved E&SC 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
Initial and date a copy of the approved E&SC
taken to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the site
and available for agency 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 30 days. 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.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
EFFECTIVE: 03/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes After Discovery) and Other Requirements
(a) Visible
• Within 24 hours, an oral or electronic notification.
sediment
• Within 7 calendardays, a report that contains a description of the
deposition in a
sediment and actions taken to address the cause of the deposition.
stream or wetland
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( ) listlist 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
com liance with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The
release of
notification shall include information about the date, time, nature,
hazardous
volume and 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
bypasses [40 CFR
possible, The report shall include an evaluation of the anticipated
122,41(m)(3)]
qualityand effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendardays, a report that includes an evaluation of
122,41(m)(3)]
the quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the
• Within 7 calendardays, a report that contains a description of the
conditions of this
noncompliance, and its causes; the period of noncompliance,
permit that may
including exact dates and times, and if the noncompliance has not
endanger health or
been corrected, the anticipated time noncompliance is expected to
the
continue; and steps taken or planned to reduce, eliminate, and
environment[40
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
CFR 122.41(I)(7)]
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 03/01/19
NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000
ENTIRE PERMIT CAN BE FOUND AT:
https://files.nc.gov/ncdeq/Energy%20Mineral%20and%2OLand%2OResourceslStormwaterlNCGO10000_Final_Permit_2019_04_01.pdf
EROSION CONTROL CONTACT
MARK ZEINER -
[phone]
PROJECT MANAGER
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PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
(V)
SHEET:
C001
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

GENERALNOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
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EXISTING CONCITIONS
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
20 10 0 20 40
SHEET SIZE:
24" :
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
ill = 20' (`H/)
(V)
SHEET:
C002
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

GENERALNOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
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DEMOLITION PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
(V)
20 10 0 20 40 SHEET:
C003
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE

GENERALNOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
DOLLAR GENERAL PAVEMENT NOTES:
1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE OR DECREASE WITH VARIOUS
SOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE
COMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL
REQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT
OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE. THEY SHALL BE REMOVED AND
REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEO-TECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY
GEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST
BE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R
(GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
BAR
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ll 80, 4 1
PARKING AND PAVEMENT NOTES
1. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC DEVICES, 2012 EDITION AS AMENDED.
2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WHITE ON ASPHALT IN NCDOT ROW.
3. ALL DIMENSIONS ARE TO FACE -OF -CURB UNLESS INDICATED OTHERWISE.
4. ALL CURB RADII ARE 5' UNLESS OTHERWISE INDICATED.
5. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC
CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE.
7. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.
8. CONTRACTOR SHALL SAW -CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.
CONTRACTOR SHALL SAW -CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED
BY INSPECTOR TO INSURE POSITIVE DRAINAGE (TYPICAL AT ALL INTERSECTIONS).
9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION IN
CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FOR
CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR.
10. CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
11. ALL EXISTING ON -SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF -SITE,
INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON -SITE SHALL BE IDENTIFIED
TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS.
12. ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEE
DETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS).
13. ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL
SIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF
ANY SIGN.
N.C. GRID-NAD 83
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SURFACES SHOULD BE CLEAN,
DRY AND METAL SURFACES FREE
YELLOW CURBING AND BOLLARDS -
OF HEAVY RUST. 2 COATS
PARKING LOT
SHERWIN WILLIAMS - KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW B55Y300
SURFACES SHOULD BE CLEAN,
DRY. TOP COAT SHERWIN
STRIPING - PARKING LOT
WILLIAMS - PROMAR TRAFFIC
MARKING PAINT YELLOW TM5495
SURFACES SHOULD BE CLEAN,
DRY. TOP COAT SHERWIN
HANDICAP STRIPING - PARKING LOT
WILLIAMS - PROMAR TRAFFIC
MARKING PAINT "H.C." BLUE
HEILIG ROAD (S.R. 2528) - 60' PUBLIC RIW
N.C.D.O.T. PROJECT # 6.637024 - D.B. 880, PG. 509
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SITE INFORMATION
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PARKING SPACES
PROVIDED (9' x 20')
30 SPACES
FLOOD ZONE
X - PANEL 5668
3 EMPLOYEES MAX
EMPLOYEES
PER SHIFT
HOURS OF
SUN. - SAT.:
OPERATION
8 AM - 10 PM
IMPERVIOUS AREA
31,841 SQ.FT.
IMPERVIOUS
32.52%
PERCENTAGE
EDGE OF PAVEMENT
24" STOP BAR - WHITE
PER NCDOT STDS. 1205
DEPRESSED CURB
SEE DET. 5/C901
RNV RAN
PAVEMENT MARKINGS
PER NCDOT STDS. 1205
r— —
4" DOUBLE
YELLOW LINES
o.
�1N..
`
Q
5.
Aco
A
' • •
W W m
N I- 131' - 15' 46.5' 12' x 18' DUMPSTER
' ENCLOSURE WITH
ul
zl ' BOLLARDS SEE
DET. 4/C901
1 SAND FILTER
ND '
1 ' O C
1 I 10'SETBACK
3/4" PIPE
FOUND NAIL o0
S47° 50' 56"E FOUND — — — — �� — — X X — _ —� — X X X
_ X X X
x x z X X — z "� X X N48° 56' 52"W - 320.81' X8' CHAIN LINK FENCE
g.71' / 8' CHAIN LINK FENCE
z" PIPI
/ x ROWAN COUNTY I FOUN
% I BOARD OF EDUCATION
% x ROWAN CO. PARCEL ID: 402 036
i I USE: MUNICIPAL
/ I
} 1
EDGE OF PAVEMENT
10' X 70' SIGHT
TRIANGLE
ROAD
N.C. GRID-NAD 87
." PIPE FOUND
N=685,581.32'
E=1560,721.22'
— — — I S48 _
1
1
- RAN RAN RAN
RAN
:77
I1
1
I1
I1
SEPTIC FIELD TO REMAIN
80
UNDISTURBED (TEMPORARY
'
EXCLUSION FENCE SEE DET. 5/C904)
1"
' 1
I
'
'
1
1
CITY OF SALISBURY
D.B. 785, PG. 108
'
ROWAN CO. PARCEL
ID: 402 067
'
USE: MUNICIPAL
�
�
1
0ti
bm�
W
REBAR
I
SET
'
I
1
1
IN
1�
1
1
S48° 58' 30"E - 73.08'
X X X
N.C. GRID-NAD 83
1z" PIPE FOUND
N=685,423.70'
E=1,560,520.29'
CITY OF SALISBURY
D.B. 786, PG. 823
ROWAN CO. PARCEL ID: 402 068
USE: MUNICIPAL
1
X X X X X
GATE
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SITE
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VICINITY MAP (NTS)
LEGEND
— — PROPERTY LINE
100EXISTING CONTOURS
10o PROPOSED CONTOURS
BUILDING SETBACK
— — — — — — — — — LANDSCAPE BUFFER
P EX. OVERHEAD ELECTRIC
GAS EX. NATURAL GAS
W EX. WATER
FO EX. FIBER OPTICS
NCDOT PAVING
STANDARD DUTY ASPHALT
/
HEAVY DUTY ASPHALT
SIGN LEGEND
0 STOP
R1-1
30"X30"
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SITE PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
(V)
20 10 0 20 40 SHEET:
C100
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE

ABBREVATIONS
TC
TOP OF CURB
BC
BOTTOM OF CURB
TOR
TOP OF RAMP
BOR
BOTTOM OF RAMP
TOW
TOP OF WALL
BOW
BOTTOM OF WALL
BOD
BOTTOM OF DITCH
HP
HIGH POINT
EX. TC
EXISTING TOP OF CURB
EX. BC
EXISTING BOTTOM OF CURB
EP
EDGE OF PAVEMENT
EC
EDGE OF CONCRETE
-0 10 0+00
85
84
83
m
r-
82
0
z
81
80
79
DRIVEWAY PROFILE
STATION
1+00
EXISTING GRADE
-2% SLOPE
-6.7 0 SLOPE
PIPE 1 PROPOSED GRADE
2% SLOPE
-0+10 0+00
1+00
50
40
30
20
10
00
790
-ROAD RIW
i' ST ST EEEt�, _
EDGE OF PAVEMENT - - - - - - - - EDGE OF PAVEMENT
- - - - - - - - - -
HE;LIG ROAD (S.R. 2528) - 60' PUBLIC RfW
N.C.D.O.T. PROJECT # 6.637024 - D.B. 880, PG.#
N.C. GRID -NAD 83 \ '\ \ N.C. RID-NAD $�
\ 'PIPE FOUND, PIPE FOUND
z
�00N=685,581.32'
,\
E=1,560,4RF� - - 1 - CD- - - - E=1,560,721.22'
EDGE F`PAVEf��FNT _ - _ _ \ / / - - - - - - _ _ - - - - O \ _ - - _ - _ - EDGE OF PAVEMENT - \
/ / I DROP INLET i - - - - - -
1 I RIM=812.02' - ' 817
I / INV. IN=809.66' i-----j / _ --- --- I
IN
OUT=80�.63 / / / / / / - / - T - _ S48� 7' _ 316 01_ PIPE 1 - - = g - - - - - _ _ - J� \ S48° 25' 26"E-
` 820
ST ST ST ST - ST ST - ST ST - ST ST - ST - ST ST '
V�02 INV.816.75 /// = a1 INV.=817.50
CURB INLET / /
/ / �
I / / SEE DET. 6/C901 / /
OP R/W / R/�AI/ / R/W� / R/W RNV v / RMI OBE D�RIGHT-OF-WAYNRMI RMI RMI RAN RAN RAN RAN RAN
OUTFALL -1 / / / I / 22
I / 18'✓RCP / / / / / / / ' c
OUND /
GENERAL NOTES GRADING NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL AND
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS 3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
ASSOCIATED WITH RELOCATION. ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH THE FACILITY.
RELOCATION SHALL BE INCLUDED IN THE BASE BID. 4. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR SPECIFICATIONS.
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. 5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
6. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
DISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR.
7. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
8. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE -OUT AND MARK OUT THE ITEMS ESTABLISHED BY
THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION.
LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH
POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION.
9. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO STATEMENT
EITHER IMPLIED OR EXPRESSED REGARDING CUT/FILL QUANTITIES.
10. ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE -ROLLED ENDS. ALL BANDS ARE
TO BE HUGGER TYPE.
11. ALL STORM DRAINAGE PIPES SHALL HAVE 12" MINIMUM COVER.
11. ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 6" BELOW THE FINISHED
FLOOR ELEVATION.
12. ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH WATER TIGHT JOINTS AND DUAL WALL FITTINGS OR APPROVED
EQUAL.
IN I 13. ALL PIPE LENGTHS GIVEN ARE TO THE CENTER OF STRUCTURES.
I 14. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY BENCHMARKS SUPPLIED AS PART OF THESE PLANS.
I 15. CONTRACTOR RESPONSIBLE FOR IDENTIFYING AND PERMITTING WASTE AND BORROW SITES AS NECESSARY. WASTE
I I ' AND BORROW SITES MUST BE NCDEQ APPROVED LOCATIONS.
1
INV=p10.05 I
REBAR/
SET /
/ b_ /
I / GATE
83
1
I I /
23 .
D P INLET -1
823.30 TC . R : 822.10
LEGEND
- -
PROPERTY LINE
100
EXISTING CONTOURS
row
PROPOSED CONTOURS
- -
BUILDING SETBACK
- - - - - - - - -
LANDSCAPE BUFFER
P
EX. OVERHEAD ELECTRIC
GAS
EX. NATURAL GAS
W
EX. WATER
FO
EX. FIBER OPTICS
CU INLET 1 822.80 1 DPE INV OUT: 819.50 / / \ 1 I/ // STRUCTURE TABLE
RIM : 821.60 G o _ _ `Ar's / STRUCTURE NAME DETAILS
15�DPE INV IN: 818.55 0 SETBACK / - - - - - I l /
15 IHDPE INV >: 8�5 w��ti4 ? o tc / L- I / '
RIM = 821.60
SEPTIC FIELD TO REMAIN I / CURB INLET - 1 INV IN = 818.55
UNDISTURBED (TEMPORARY ' I / INV OUT = 818.45'
/823 \I � EXCLUSION FENCE SEE DET. 51C904) � /
I RIM = 822.10'
� - DROP INLET � DROP INLET - 1
SEE DET. 71C901 - - INV OUT = 819.50'
ti' ) z3 ----- 1 \l
RIM = 820.75'
/ � � OUTLET STRUCTURE ,
/ I � / ' / INV OUT = 815.00
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19/ 19/
/ INV. = 818.00
I S PIPE TABLE
-'� PIPE NAME SIZE LENGTH SLOPE
Lj
c O \/
/ - - _ ' 1 OITY FSALISBURY PIPE 1 15 INCH CORRUGATED HDPE PIPE 74.16' 1.01%
0
O
1
1
I /
Z
m
I 0
/ 3 0 / 5/8" REBAR -
W a / FOUND
co /
Qm /
�o
NAIL N /
FOUND
N 6 Q
o¢ C. P ° °. ,. ° . ° 5 . / � - - D. . 785, PG. 108
- - ° \ // ' ROVyAN CO. PARCEL PIPE - 2 15 INCH CORRUGATED HDPE PIPE 185.91' 0.50%
4 �Dy p o / ° O \ // ID 402 067
/Z I _ SE: MUNICIPAL PIPE - 3 15 INCH CORRUGATED HDPE PIPE 77.49' 0.57%
Al
INV. - 814.50 o I° o
' \ / / PIPE - 4 15 INCH CORRUGATED HDPE PIPE 73.92' 0.65%
O o
/
POIPiT OF BEGINNIN
N.C. GRID-NAD-83
I / / / / /
1
/
\ i / /
-1.9%
- Fe \
g' REBAR SET
/
/ / /
/
\ i
/
/
`
8" ('tEBAR
N=685,749.00'
/ E=1,560,309.16'
/
I // /� /
i i
;`
/
i / /
DOLLAR GENERAL' / /
'
, - - - - - - SET\
80'
l / �o
t
°04
�•:-
/
9,100 SQ.FT. / /
L0
I //'1
F.F.E. = 824.50 / / /
�o \ /
I
,Q -
TC \ /
8 - 6" ROOF DRAINS
WITH SPLASHBLOCK
SEE DET. 8/C902 / / / , . P 0.9%�
LLJ
ul SAND FILTER ul
- / oe
zl SEE DET. 3/C904
825
OUTLET STRUCTURE
SEE DET. 2/C904
820 /' / / / / / O oo
10' SETBACK/ / / 8"
3/4" 4f' \ FOf�1M/ (NAIL ��O / - - - - - -- \ /
99 /`b oo -8° 58 30E=7398
I $4/I° 50' 56"E FOUND - - - - - - - x X �t - x - x x - - - x x x x x x x - X GATE
z z � `�4 � x x �� x N48° 56' 52"W - 320.81' x8' CHAIN LINK FENCE x x x
9.71' - - - -� 8' CHAIN LINK FENCE
ROWAN COUNTY
/ I BOARD OF EDUCATION
D.B. 623, PG. 343
1"' RCP II / x ROWAN CO. PARCEL ID: 402 036
INV=815.39' / / I
USE: MUNICIPAL
15"' RCP
J I NV=815.85' \
/ % I
Il/Ii}
t! z" PIPE
FOUND
N.C. GRID-NAD 83
' 11" PIPE FOUND
N=685,423.70'
E=1,560,520.29'
CITY OF SALISBURY
' D.B. 786, PG. 823
' ROWAN CO. PARCEL ID: 402 068
' USE: MUNICIPAL
OUTLET PROTECTION TABLE
OUTLET
PIPE
LA (FT)
W, (FT)
W2 (FT)
DA (IN)
NCDOT
CLASS
PIPE - 1
5
4.0
7.5
1.5
A
PIPE - 4
5
4.0
7.5
1.5
A
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
\ COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
\ AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
20 10 0
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GRADING PLAN
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
20 40
r=77-
2::]
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
1 " = 20' (V)
SHEET:
C200
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

I
Ale
\� ROAD RM
ROAD RM
__---rs_� — --- ----__--___— --
—
/ - — — — — — EDGE OF PAVEMENT — — — —
HEILIG ROAD (fir. . 2528) - 60' PUB �C RIVII /
OLV PROPERTY LINE \ o. 4* DgSSO, \
0 /
ED E6F-PAYMENT F.j1GE OF PAVEMENT - • - - - - - - — J /
=RQALRNV
1-1
ST S I ST ST ST ST ST f
/ I / / Q �\ \ / e _ _
Oaf
GATE /
i ---------/' I / �✓/ 1
I / / �
,
rl
IIIGEOF�,R,AVEL____
Q / �c6� / GRAVEL IVE ) \ T / /_— / / — — — _ V / CITY-O SALISBURY
LL/ a o 5 ti. — a` ------------- --- ----- ----�� ---------- t-- / /
EDGEtCBAVELZ / i 1 D.J. 5,PG.108
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/ �- / -, 8' CHAIN LINK FENCE
/ I~ `
� 1
..Q�Q /
of '�s ^b. , I /, El 1
�// 1 \ I CITY OF SP�LISBURY
r 1 D.B. 785, G. 108
ROWAN COUNTY ROWAN C 067 L
60,, / / BOARD OF EDUCATION 1 V ID' 4 067
D.B. 623, PG. 343 1 \ 1
ROWAN CO. PARCEL ID: 402 036
/a CITY OF SALISBURY \ 1
D.B. PA ID: PG.
A / 1 ROWAN CO. PARCEL IDS 402 068
/ 1 \
POST CONSTRUCTION #1 I \\
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1 \
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LEGEND
— — PROPERTY LINE
too EXISTING CONTOURS
row PROPOSED CONTOURS
BUILDING SETBACK
— — — — — — — — — LANDSCAPE BUFFER
P EX. OVERHEAD ELECTRIC
GAS EX. NATURAL GAS
W EX. WATER
FO EX. FIBER OPTICS
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PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
40 20 0 40 80
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 40' (H)
(V)
SHEET:
C201
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

1 I \\\
ROAD RNV — — — — — — — — — — — — ROAD RM — — —
I_—rs_� —_—--=---_--------- o----------
' HEILIG ROAD ($rA. 2528) - 60' PUB 4C RIW
.�� 8% / / / / �,'1n// / / / 1 GRID-NAD 83 1 o
R/W / 'F�/W Pt R/V�1 I-P PIPE D I / 1 / 1
I S6$ / / / / _ / 822 N=685, 81.32'� /
8" REBAR -'�� � /GQ / / 820 I/ cAT
FOUND I045 / �,�
AR
/ � 1
V" % ✓ / I 823
POST CONSTRUCTION #1
r I / 1
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0
J a // / / 1 . �. POST CONSTRUCTION #6 / CITY��SALISBURY
A.• l `. j. / 4 ' 1 D. . 7 5, PG. 108
Q4•. t �• 1 r 10 ANJCCrPARCEL
ID: 402 067
O \
0
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IPE N.C. �
I x ` z GRID-NAD 83 I 1
FI U` 1z, PIPE \ 1
FOUND ' CITY OF SPLISBURY
=1,56Q
N 560520.29' ,423.70' o,� D.B. 785, G. 108
1o I ROWAN C . PARCEL
\ / ROWAN COUNTY` RUCTION #4 POST CONST
60;R ID: 4 2 / / BOARD OF EDUCATION 1 / , 067
D.B. 623, PG. 343 y
1 / /• / / �/ r ROWAN CO. PARCEL ID: 402 036 1 `'o \ 1
CITY OF SALISBURY z^ PIPE 1
ROWD.B. 786, PG. 823 FOUND 1
AN CO. PARCEL ID: 402 068 I ^�
�5 1 1 \
NCGS MONUMENT "COUNTY" 4
N.C. GRID-NAD-83 (2011)
N=685,454.33' (OPUS)
E=1,559,773.82' (OPUS) _� \
ELEV. = 817.51 1 1 \
1 POST CONSTRUCTION #5
/
' 1 1
i 1 \
lip 1 I \
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
LEGEND
— — PROPERTY LINE
100EXISTING CONTOURS
10o PROPOSED CONTOURS
_----- = BUILDING SETBACK
LANDSCAPE BUFFER
0
GAS
W
F0
EX. OVERHEAD ELECTRIC
EX. NATURAL GAS
EX. WATER
EX. FIBER OPTICS
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POST -CONSTRUCTION DA
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
F
40 20 0 40 80
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 40' (H)
(V)
SHEET:
C202
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

GENERALNOTES EROSION CONTROL CONSTRUCTION SEQUENCE STABILIZATION TIMEFRAMES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL SKIMMER BASIN CALCULATIONS
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING. 1. DA = 2.87ACRES SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL 2. DU = 1.85 ACRES
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. 3. to = 5 minutes
ASSOCIATED WITH RELOCATION. 3. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. n PERIMETER DIKES, SWALES, DITCHES, 7 DAYS NONE
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND 4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION 4. 1 = 7.0 hr SLOPES
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH OF CONSTRUCTION. 5. C = 0.6
RELOCATION SHALL BE INCLUDED IN THE BASE BID. 5. INSTALL PIPE - 1 WITH INLET & OUTLET PROTECTION. 6. Q10 = CiDA = (0.6)(7.0)(2.87) = 12.05 ft3/s 0� HIGH QUAILTY WATER (HQW) ZONES 7 DAYS NONE
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR 6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM HEILIG ROAD. 7. SAreq = 325Q10 = (325)(12.05) = 3,917 ft2
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. 7. INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS. 8. Vreq = 1800DU = (1800)(1.85) = 3,330 ft3
9L: W - 3.0 IF SLOPES ARE 10' OR LESS IN
.
8. INSTALL SKIMMER BASIN AND PERMANENT OUTLET CONTROL STRUCTURE WITH OUTLET PIPE. ATTACH SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER
MAINTENANCE PLAN FAIRCLOTH SKIMMER TO OUTLET CONTROL STRUCTURE WHILE BASIN IS USED AS SKIMMER. SKIMMER BASIN 10. depth= 3.0 THAN2:1, 14 DAYS AREA ALLOWED.
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE 11. SApvd = 4,107 ft
2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL 12. V = 9,801 ft 7 DAYS FOR SLOPES GREATER
MEASURE HAS BEEN RECEIVED BY ROWAN COUNTY EROSION CONTROL. pad � SLOPES 3:1 OR FLATTER 14 DAYS THAN 50' LENGTH
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL 9. INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY DIVERSIONS 13. LWEIR = 29
MANUAL. AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF IS DIRECTED TO SKIMMER 14, V@top2ft 8,288ft3
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER 15. Tdew,,ter 3 days ALL OTHER AREAS WITH SLOPES NONE, EXCEPT FOR PERIMETERS
BASIN WITH POSITIVE DRAINAGE. � FLATTER THAN 4:1 14 DAYS AND HQW ZONES
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS 10. REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE. 16. Qdewater = V@ top 2VTdew,,ter 2,762 ft3/d
AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS 11. INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TO SKIMMER SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS BASIN DURING CONSTRUCTION ACTIVITIES.
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY 12. INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED
ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG TO THE SKIMMER BASIN.
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL 13. AFTER GRADING REACHES SUBGRADE ELEVATIONS, INSTALL STONE BASE IN PARKING AND BUILDING PAD
PERMITS UNIT. AREAS TO PROTECT EXPOSED SOILS.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND 14. COORDINATE WITH NCDOT TO IMPLEMENT TRAFFIC CONTROL PLAN FOR CONSTRUCTION OF RIGHT TURN
MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. TAPER.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF 15. STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
CAPACITY, REPAIR ANY BREAKS IMMEDIATELY. 16. AFTER SITE STABILIZATION AND APPROVAL BY ROWAN COUNTY EROSION CONTROL, REMOVE SKIMMER BASIN
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY. TO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING AND COMPLETE FINE GRADING. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY ROAD R/W
PROPER EROSION CONTROL MEASURES AT ALL TIMES. STABILIZED. - - - - - - - - - - - - - - - - - - - - -
�J/ N 17. INSTALL REMAINING PERMANENT LANDSCAPING.
' 18. REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES. ST ST MMMM;7,
EUGE OF PAVEMENT _ - - - - _ - - - _ - - - - - EDGE OF PAVEMENT - - - -
/ HE;LIG ROAD (S.R. 2528) - 60' PUBLIC R1W /
N.C.D.O.T. PROJECT # 6.637024 - D.B. 880, PG.
/
J / TEMPORARY
N.C. GRID -Pleb 83 DITCH TO BE LINED CONSTRUCTION 1 N.C. RID-NAD $�
1" PIPE FOUND, ` DITCH TO BE LINED \
o ENTRANCE SEE " PIPE FOUND
\ �� WITH CURLEX II N 2
/ I F c l N=685,791.51' \ °O DET. 1/C902 WITH CURLEX II N=685,581.32'
E=1,560,48595' - 1 - - \ I
PI AV�FNT E=1,560,721.22'
EDGE OF PAVEMENT
817
DROP INLET - - - - I - - - - v�
RIM=812.02' LIMITS OF ��� - - ----- -- \
1 / 1 INV. IN=809.66' - - - -
zzzz
`INV OUT=809.63 _ - - -
\ 1 DISTURBANCE / - - s ° 18' 27"E-31 - - _ _ - - - - - -
- - PIPE 1 S48° 25' 26"E -
1 2.33± ACRES 1#- \ J
� 1
ST ST ` ST ST ST ST ST ST ST ST ST ST ST
6 / / INV. = 816.75 INV. = 817.50 I
o / / / / OBIkRVED RIGHT-OF-WAY000 i Lx
//R/WMI - R/W R' RM1 T RAN RAN RAN RM ,RAN RAN RAN RAN MI
�� RAN R/18'✓RCPEBAR - I / NV�810.05'I // GATE
OUND / �" REBAR / TEMPORARY INLET I
SET / Q1
PROTECTION
SIEE
01 �- DET.5/C902
011�0ia0i �-
1�- l�0io- _L TEMPORARY 18" CMlP'
STONE OUTLET
/
/ - -
7' LA x 9' W2
SEE DET. 6/C902 / / / 1 TEMPORARY OUTLET
o�
h�
JAKEALEXANDER BLVD, S
J �
1%b
/ P
,
�� moo.
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�o
SITE
S�cTTFRs O
Fliy
VICINITY MAP (NTS)
LEGEND
100
P
GAS
W
- FO
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
BUILDING SETBACK
LANDSCAPE BUFFER
EX. OVERHEAD ELECTRIC
EX. NATURAL GAS
EX. WATER
EX. FIBER OPTICS
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
RIPRAP INLET PROTECTION
OUTLET PROTECTION
HARDWARE CLOTH INLET
PROTECTION
cZ it
TEMPORARY DIVERSION �-� PROTECTION SEE / / \ STRUCTURE TABLE
(ENSURE POSITIVE DET. 7/C902 STRUCTURE NAME DETAILS
DRAINAGE) SEE DET. 3/C902
a
_
/ i2 / L- I o I / RIM = 821.60
_0 / / /� / / - SEPTIC FIELD TO REMAIN CURB INLET - 1 INV IN = 818.55'
/ UNDISTURBED TEMPORARY INV OUT = 818.45'
I / 3 � / 518" REBAR I � / � o / � �} I / - / I /
a / FOUND I / / N / / \I / / / / / / / EXCLUSION FENCE(SEE DET. 5/C904) - I //
co cz�
co RIM = 822.10'
Q / f - / / DROP INLET - 1
o SILT FENCE W I / / / / //\\// INV OUT = 819.50,
NAIL o / SEE DET. 2/C902 a / / / / / - RIM - 820.75'
FOUND r, / / / / / OUTLET STRUCTURE
INV OUT = 815.00
PIPE TABLE
' o / PIPE NAME SIZE LENGTH SLOPE
do PIPE- 1 15 INCH CORRUGATED HDPE PIPE 74.16' 1.01%
/ OITY C�F SALISBURY
D.g. 785, PG. 108
ROVyAN CO. PARCEL PIPE 2 15 INCH CORRUGATED HDPE PIPE 185.91' 0.50%
O �� - ��� / / /��� oo ��` OE:
ID-402067
//// MUNICIPAL PIPE 3 15 INCH CORRUGATED HDPE PIPE 77.49' 0.57%
' 0 INV. = 814.50 I I / , / I / / / / / / �' - , \ / / PIPE 4 15 INCH CORRUGATED HDPE PIPE 73.92' 0.65%
o
oo
POINT OF BEGINNING / / /1 / - / /
N.C. GRID-NAD-83
g' REBAR SET
/ E=1,560,309.16' � / / \ 00 8" I''tEBAR
/ v SET l i
0
40'W x 150' L x 3' D
SKIMMER BASIN
2.0" FAIRCLOTH SKIMMER
o WITH 1.8" KNOCKOUT
ORIFICE SEE DET. 1-2/C903
191
SILT FENCE \/
SEE DET. 2/C902 I N
oOr
ND OUTLET STRUCTURE
SEE DET. 2/C904 / / / B1B
00
�/ �n�0/ o0 1 \ /
J \ 314'/P cL0 / - - -----
/ FOh � / NAIL / / / / / / 4 ° 0, L J - - - -
/ 99 - - _ �-� F _ X GATE X
X X 8' CHAIN LINK E ` v X 1 8' CHAIN LINK FENCE z PIPE
' I
9.71----'T
/ / l � Vx ROWAN COUNTY FOUND
BOARD OF EDUCATION N.C. GRID-NAD 83 \
l� I D.B. 623, PG. 343 ' 1z PIPE FOUND \
15" RCP x ROWAN CO. PARCEL ID: 402 036 N=685,423.70'
II / \
INV=815.39' / / I
H / I / USE: MUNICIPAL E=1,560,520.29' \
15" RCP
CI
85' / �, \ x ' D.BTY . Y 786, PG 823\
ROWAN CO. PARCEL ID: 402 068 \
USE: MUNICIPAL \
OUTLET PROTECTION TABLE
OUTLET
PIPE
LA (FT)
W1(FT)
W2 (FT)
DA (IN)
NCDOT
CLASS
PIPE-1
5
4.0
7.5
1.5
A
PIPE - 4
5
4.0
7.5
1.5
A
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS THE LAW!
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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ENGINEERING I PLANNING I ENVIRONMENTAL
126 EXECUTIVE DRIVE -SUITE 220
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WILKESBORO, NC 28697
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PHASE 1 ESC PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
(V)
20 10 0 20 40 SHEET:
C300
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE

GENERAL NOTES EROSION CONTROL CONSTRUCTION SEQUENCE
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
ASSOCIATED WITH RELOCATION. 3. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND 4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH OF CONSTRUCTION.
RELOCATION SHALL BE INCLUDED IN THE BASE BID. 5. INSTALL PIPE - 1 WITH INLET & OUTLET PROTECTION.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR 6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM HEILIG ROAD.
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. 7. INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.
8. INSTALL SKIMMER BASIN AND PERMANENT OUTLET CONTROL STRUCTURE WITH OUTLET PIPE. ATTACH
MAINTENANCE PLAN FAIRCLOTH SKIMMER TO OUTLET CONTROL STRUCTURE WHILE BASIN IS USED AS SKIMMER. SKIMMER BASIN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE
2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL MEASURE HAS BEEN RECEIVED BY ROWAN COUNTY EROSION CONTROL.
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL 9. INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY DIVERSIONS
MANUAL. AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF IS DIRECTED TO SKIMMER
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER BASIN WITH POSITIVE DRAINAGE.
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS 10. REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.
AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS 11. INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TO SKIMMER
AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS BASIN DURING CONSTRUCTION ACTIVITIES.
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY 12. INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED
ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG TO THE SKIMMER BASIN.
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL 13. AFTER GRADING REACHES SUBGRADE ELEVATIONS, INSTALL STONE BASE IN PARKING AND BUILDING PAD
PERMITS UNIT. AREAS TO PROTECT EXPOSED SOILS.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND 14. COORDINATE WITH NCDOT TO IMPLEMENT TRAFFIC CONTROL PLAN FOR CONSTRUCTION OF RIGHT TURN
MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. TAPER.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF 15. STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
CAPACITY, REPAIR ANY BREAKS IMMEDIATELY. 16. AFTER SITE STABILIZATION AND APPROVAL BY ROWAN COUNTY EROSION CONTROL, REMOVE SKIMMER BASIN
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY. TO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING AND COMPLETE FINE GRADING. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY
PROPER EROSION CONTROL MEASURES AT ALL TIMES. STABILIZED. -
�J/ N 17. INSTALL REMAINING PERMANENT LANDSCAPING.
' 18. REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.
EUGE OF PAVEMENT - - - -
N.C. GRID -NeD 83 J\ 11 DITCH TO BE LINED
PIPE FOUNB
Cal N=685,791.51' \ \ WITH CURLER II
E=1,560,485 95'
EDGE `1'AVEFNT
/ / I DROP INLET-
( RIM=812.02' LIMITS OF-
1 / I INV. IN=809.66'
SKIMMER BASIN CALCULATIONS
1. DA = 2.87ACRES
2. DU = 1.85 ACRES
3. t, = 5 minutes
4. i = 7.0 hr
5. C = 0.6
6. Q10 = CiDA = (0.6) (7.0) (2.87) = 12.05 ft3/s
7. SAreq = 325Q10 = (325) (12.05) = 3,917 ft2
8. Vreq = 1800DU = (1800)(1.85) = 3,330 ft3
9. L: W = 3.0
10. depth = 3.0
11. SApvd = 4,107 ft
12. Vpva 9,801 ft3
13. LWEIR = 29'
14, V@top 2 ft 8,288 ft3
15. Tdew,,ter 3 days
16. Qde.ter = V @ top 2 ff T dew,,ter 2,762 fh3/d
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES,
SLOPES
7 DAYS
NONE
0�
HIGH QUAILTY 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 AREA ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50' LENGTH
ALL OTHER AREAS WITH SLOPES
NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
14 DAYS
AND HQW ZONES
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
ROAD R/W
i' ST ST �j -
- - - - _ - - - - EDGE OF PAVEMENT - - - - - - -
HEiLIG ROAD (S.R. 2528) - 60' PUBLIC RM /
N.C.D.O.T. PROJECT # 6.637024 - D.B. 880, PG. 5�� /
�/ TEMPORARY
CONSTRUCTION N.C. RID-NAD $�
N ENTRANCE SEE DITCH TO BE LINED \ z' PIPE FOUND
co -
-RI Fy 11
� 818
I `INV OUT-80�.63 DISTURBANCE / _ # �� s ° 1827�31 - -
\ 1 1 2.33± ACRES / _ _ - _ /
ST ST ` ST ST ST ST ST ST ST ST ST ST ST r1NV.
=816.75
y
� o / / OBIIkRVED RIGHT-OF-WAY
/ R/ R/�AI/ R/W, R/W RAN v ' RAN T RAN RAN RAN
18'✓RCP /
:-:BAR - I / INVO10.05' 1
)UND /
REBP,R/
I SET
/ '
STONE OUTLET
Z SEE DET. 6/C902 / �/ / r PIPE -2 /
_J / // / CUf B INLET -1 /
RIM : 821.60
9x / - 1 �' 15"I0 INV IN: 818.55 /
/ i2 // / // / 15"IHDPE INV OUT: 818.45
E=1560
DGE OF PAVEMENT
U/
■ /•:
0
if
INV. = 817.50
RM RM RM RM RM /
a
I / GATE
N
00
I I /
D P INLET -1
R :822.10
o�
h�
JAKEALEXANDER BLVD, S
J �
/ P
�•`��� O°moo yF'�/�R
SITE
�o
S�cTTFRs O
Fliy
VICINITY MAP (NTS)
LEGEND
100
P
GAS
W
FO
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
BUILDING SETBACK
LANDSCAPE BUFFER
EX. OVERHEAD ELECTRIC
EX. NATURAL GAS
EX. WATER
EX. FIBER OPTICS
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
RIPRAP INLET PROTECTION
OUTLET PROTECTION
HARDWARE CLOTH INLET
PROTECTION
1 " DPE INV OUT: 819.50 / I I/ / STRUCTURE TABLE
`A�'s l STRUCTURE NAME DETAILS
RIM = 821.60'
o
0 1 / - / SEPTIC FIELD TO REMAIN I I / CURB INLET - 1 INV IN = 818.55'
/ LUa // 518 FOUND
J I// / / M / UNDISTURBED (TEMPORARY I / INV OUT = 818.45'
/ I REBAR I w� EXCLUSION FENCE SEE DET. 5/C904)
CO m /
/ W I w`� / Q 823 / / / I / DROP INLET - 1 RIM = 822.10'
o SILT FENCE / / / INLET PROTECTION I \ INV OUT = 819.50'
/ / TYP. AT ALL INLETS
NAIL o / SEE DET. 2/C902 I / // / 823 SEE DET. 4/C902 ) \ RIM = 820.75'
FOUND ; / o / / OUTLET STRUCTURE
INV OUT = 815.00
y I /
INV. = 818.00
PIPE TABLE
PIPE NAME SIZE LENGTH SLOPE
o z I l / / ) l DITCH TO BE LINED - - - _ _ ViTYC�FSALISBURY PIPE 1 15 INCH CORRUGATED HDPE PIPE 74.16' 1.01%
- D.g. 785, PG. 108
WITH CURLEX II ROVyAN CO. PARCEL PIPE - 2 15 INCH CORRUGATED HDPE PIPE 185.91' 0.50%
HARDWOOD OE:
ID: 402 067
.I--_------\ MUNICIPAL PIPE - 3 15 INCH CORRUGATED HDPE PIPE 77.49' 0.57%
/ - \
' 0 INV. = 814.50 / / / 11 PIPE - 4 15 INCH CORRUGATED HDPE PIPE 73.92' 0.65%
�
1 / / / I I / - 1 \ / /
0 I /�
1 _ / Q I \ /
if I / - / / \ /
00 -
if
POINT OF BEGINNING 1 / / / k / /
/ ' - -
g' REBAR SET / / / / / ` \
/ N=685,749.00' 8SET\
\I EBAR
/ E=1,560,309.16' I / // \
/ I / '--- \� /
80,
q, ^
40'W x 150' L x 3' D-
/ I Q \ SKIMMER BASIN
I \ /
2.0" FAIRCLOTH SKIMMER
o / WITH 1.8" KNOCKOUT
ORIFICE SEE DET. 1-2/C903
SILT FENCE \/
w / / / / SEE DET. 2/C902 N
co
if
0
/// / \
ND OUTLET STRUCTURE
SEE DET. 2/C904 / X / DITCH TO BE LINED
g18 / / WITH CURLEX 11
FOf�J NAIL
/ _ - _ _ �.
4//° 50' 56 F N � X - x ��■ � �, ���F � � . z �t � --W' 51 ' X � } 8' CHAIN LINK FENCE
9.714 8' CHAIN LINK FENCE z PIPI
' 1
Vx ROWAN COUNTY FOUN
/ I BOARD OF EDUCATION
I I /� D.B. 623, PG. 343
15" RCP II / x ROWAN CO. PARCEL ID: 402 036
INV=815.39'
II / / �� USE: MUNICIPAL
15" RCP
NV=815.85' \
N.C. GRID-NAD 83
1z" PIPE FOUND
N=685,423.70'
E=1,560,520.29'
CITY OF SALISBURY
D.B. 786, PG. 823
ROWAN CO. PARCEL ID: 402 068
USE: MUNICIPAL
1
L J_
X X X
GATE
OUTLET PROTECTION TABLE
OUTLET
PIPE
LA (FT)
W1(FT)
W2 (FT)
DA (IN)
NCDOT
CLASS
PIPE - 1
5
4.0
7.5
1.5
A
PIPE-4
5
4.0
7.5
1.5
A
I
1
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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PHASE 2 ESC PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
(V)
20 10 0 20 40 SHEET:
C301
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE

GENERAL NOTES
EROSION CONTROL CONSTRUCTION SEQUENCE
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
1.
OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
2.
CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
ASSOCIATED WITH RELOCATION.
3.
STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
4.
MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
OF CONSTRUCTION.
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
5.
INSTALL PIPE - 1 WITH INLET & OUTLET PROTECTION.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
6.
INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM HEILIG ROAD.
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7.
INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.
8.
INSTALL SKIMMER BASIN AND PERMANENT OUTLET CONTROL STRUCTURE WITH OUTLET PIPE. ATTACH
MAINTENANCE PLAN
FAIRCLOTH SKIMMER TO OUTLET CONTROL STRUCTURE WHILE BASIN IS USED AS SKIMMER. SKIMMER BASIN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE
2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
MEASURE HAS BEEN RECEIVED BY ROWAN COUNTY EROSION CONTROL.
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
9.
INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY DIVERSIONS
MANUAL.
AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF IS DIRECTED TO SKIMMER
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
BASIN WITH POSITIVE DRAINAGE.
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
10.
REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.
AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
11.
INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TO SKIMMER
AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
BASIN DURING CONSTRUCTION ACTIVITIES.
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
12.
INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED
ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
TO THE SKIMMER BASIN.
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
13.
AFTER GRADING REACHES SUBGRADE ELEVATIONS, INSTALL STONE BASE IN PARKING AND BUILDING PAD
PERMITS UNIT.
AREAS TO PROTECT EXPOSED SOILS.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
14.
COORDINATE WITH NCDOT TO IMPLEMENT TRAFFIC CONTROL PLAN FOR CONSTRUCTION OF RIGHT TURN
MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
TAPER.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
15.
STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
16.
AFTER SITE STABILIZATION AND APPROVAL BY ROWAN COUNTY EROSION CONTROL, REMOVE SKIMMER BASIN
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
TO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
AND COMPLETE FINE GRADING. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY
PROPER EROSION CONTROL MEASURES AT ALL TIMES
/C
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES,
SLOPES
7 DAYS
NONE
0�
HIGH QUAILTY 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 AREA ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50' LENGTH
ALL OTHER AREAS WITH SLOPES
NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
14 DAYS
AND HQW ZONES
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
STABILIZED. - - - - - - - - - - - - - - - - - - -
�J/ N , "-,, 17. INSTALL REMAINING PERMANENT LANDSCAPING.
ROAD R/W
18. REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.
- - -
- ST ST EEEt�, - - -
- - - - - - - - - - - - - - -
/
EUGE OF PAVEMENT _ _ _ -
_ _ _ -
_ - - _ _ -
- _ _ - - - EDGE OF PAVEMENT - - -
/
HE;LIG ROAD ($.R. 2528) - I PUBLIC RM
/
N.C.D.O.T. PROJECT # 6.637024 - D.B. 880, PG.#
'\
/ /
/ I
I
\
\ C
�c5
N.C. GRID- D 83 \
NA DITCH TO BE LINED
,, ' PIPE FOUND, WITH CURLEX II
N=685,791.51' \
o
N
N.C. RID-NAD $�
DITCH TO BE LINED \ '-" PIPE FOUND
\ WITH CURLER II N=685,581.32'
/ E=1,560,485 45 - -
/ 1 I \ I
-
/ DROP INLET i ' _ - - _ - L
( RIM=812.02' _ LIMITS OF 817INV. IN=809.66'
I / i T INV OU809�&3 / / - / -
\ I I - DISTURBANCE � / _ _ # _ _ _ S48
_ 2.33± ACRES / - 820
ST ST ST ST ST ST ST ST ST ST ST ST ST
INV. = 816.75
BAR
UND
I
I
I
000
18'/RCP
Ni
REBAR/
SET
OBIIkRVED RIGHT-OF-WAY
R/p R/Vll_ / R/W RAN v ' RAN T RAN RAN
� E-1,560,7
EDGE OF PAVEMENT
4 - -
7" - 316 01_ - - PIPE-1 - - = _ _ � - - _ S48° 25' 26"E747-
0,, mmC.'.m'.,
z
I
INV. = 817.50
/ I /
I /
RM RM RM RM RM /
:77
a
I / GATE
I /
D P INLET -1
R M :822.10
o�
h�
JAKEALEXANDER BLVD, S
J �
1%b
/ P
�•`��� O°moo yF'�/�R
SITE
�o
S�cTTFRs O
Fliy
VICINITY MAP (NTS)
LEGEND
100
P
GAS
W
FO
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
BUILDING SETBACK
LANDSCAPE BUFFER
EX. OVERHEAD ELECTRIC
EX. NATURAL GAS
EX. WATER
EX. FIBER OPTICS
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
RIPRAP INLET PROTECTION
OUTLET PROTECTION
HARDWARE CLOTH INLET
PROTECTION
1 " DPE INV OUT: 819.50 / I I/ / STRUCTURE TABLE
`A's l STRUCTURE NAME DETAILS
L- I o I / RIM = 821.60'
0 o I / I SEPTIC FIELD TO REMAIN I / CURB INLET - 1 INV IN = 818.55'
/ 3 / 518" REBAR I / / �, / ) ��-i UNDISTURBED (TEMPORARY INV OUT = 818.45'
Lua / FOUND I / / / / \I / / EXCLUSION FENCE SEE DET. 5/C904) - I //
4"1 � / 823 / I RIM = 822.10'
Q co
r / INLET PROTECTION I \ / DROP INLET - 1 INV OUT = 819.50'
o SILT FENCE W / / I TYP. AT ALL INLETS)
NAIL o / SEE DET. 2/C902 a / / I 823 - ( - 82075'
2 OUTLET STRUCTURE -
RIM = .
I SEE DET. 4/C90
FOUND / / � / � � ,
19 19/\ / INV OUT = 815.00
/ / INV. = 818.00 / / \
1 1 S/ I / / / / / - / - PIPE TABLE
1 do /- / / / �� PIPE NAME SIZE LENGTH SLOPE
PIPE - 1 15 INCH CORRUGATED HDPE PIPE 74.16' 1.01%
DITCz �` D y D . ` WITHHTO CURBEX E. IINED - - - - - - \ \ D.J785,APG. 108Y o
o /� - - - °. D D ' ' p/ ° 7 D I ROVyAN CO. PARCEL PIPE - 2 15 IN CORRUGATED HDPE PIPE 185.91 0.50 /o
/ O D 4 \Ds D - o HARDWOOD - - //ID: 402 067
` \ SE MUNICIPAL PIPE - 3 15 INCH CORRUGATED HDPE PIPE 77.49' 0.57%
INV. = 814.50 15 INCH CORRUGATED HDPE PIPE 73.92' 0.65%
1 _j I I^ DI
O lyr / l 1-1 \ /
00 -
POINT OF BEGINNING I / / _ /
�N.C.GRID-NAD-83
g' REBAR SET
1 / N=685,749.00'
/ v/ ; / / 8'
ST\E=1,560,309.16' DOLLAR GENERAL' /
80' 9,100 SQ.FT.
F.F.E. = 824.50
I
� I
I
I
I �
I �
I
I �
1
I
I
�
I
.�
STONE OUTLET
Z
SEE DET. 6/C902
j
I/
1
�i
\-r\llvl 04 I .OV
15"I OE INV IN: 818.55
15. HDPE INV OUT: 818.45
8 6" ROOF DRAINS
1 I // / // / �• / WITH SPLASHBLOCK / / / / / a / A.
SEE DET. 8/C902
...D ° /'� I I SILT FENCE \/
e
g .:
w I // / / / �, SAND FILTER
J
SEE DET. 3/C904 / /
ND OUTLET STRUCTURE::: / / / 830
SEE DET. 2/C904 / / /;:.::, .:: / DITCH TO BE LINED -
I/ WITH CURLEX II /
00
� O
F0)a NAIL
/ $4//° 50' 56 FOUND _ - / _ _ _ -wrn
/ � X X 8' CHAIN LINK
E c�F � X � � � � 1 X � 8' CHAIN LINK FENCE z
1 " PIPI
/I/ ROWAN COUNTY FOUN
/ I BOARD OF EDUCATION
I /� D.B. 623, PG. 343
1"' RCP II / x ROWAN CO. PARCEL ID: 402 036
INV=815.39' / / I
II / 1 / �� USE: MUNICIPAL 1
15" RCP
NV=815.85' \
I \
SEE DET. 2/C902 N
N.C. GRID-NAD 83
1z" PIPE FOUND
N=685,423.70'
E=1,560,520.29'
CITY OF SALISBURY
D.B. 786, PG. 823
ROWAN CO. PARCEL ID: 402 068
USE: MUNICIPAL
1
OUTLET PROTECTION TABLE
OUTLET
PIPE
LA (FT)
W1(FT)
W2 (FT)
DA (IN)
NCDOT
CLASS
PIPE - 1
5
4.0
7.5
1.5
A
PIPE - 4
5
4.0
7.5
1.5
A
I
1
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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ENGINEERING I PLANNING I ENVIRONMENTAL
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WILKESBORO, NC 28697
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FINAL PHASE ESC PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24" x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
(V)
20 10 0 20 40 SHEET:
C302
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE

r
GENERAL NOTES ON -SITE UTILITY NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 1. FOR GENERAL SITE WORK, SEE SHEET C100.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. 2. ALL WATER DISTRIBUTION PIPE SHALL BE DUCTILE IRON WATER PIPE CONFORMING TO ALL STATE AND LOCAL
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. STANDARDS.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS 3. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 OR GREATER.
ASSOCIATED WITH RELOCATION. 4. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC PIPE FOR GRAVITY FLOW AND SCH 40 FOR PRESSURED FLOW
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND (BEDDED IN STONE) CONFORMING TO ALL STATE AND LOCAL STANDARDS.
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH 5. FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON (PUSH -ON TYPE JOINT) CONFORMING TO ANSI AND AWWA
RELOCATION SHALL BE INCLUDED IN THE BASE BID. STANDARD SPECIFICATIONS.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR 6. PIPE AND FITTINGS 3" AND SMALLER ARE TO BE EITHER PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS OR SOFT
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. K-COPPER. GATE VALVES SHALL BE TELESCOPE TYPES. ALL VALVES MUST BE MUELLER, M&H OR KENNEDY AND BE
RATED 175 PSI WORKING PRESSURE AND 300 PSI HYDROSTATIC TEST PRESSURE. ALL VALVES WILL BE OPEN LEFT
AND BE CAST OR DUCTILE IRON BODIED.
7. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3' ABOVE THE TOP OF THE PIPE.
8. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS
TEN FEET (10'). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND
SEWER LINE IS EIGHTEEN INCHES (18").
9. THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS.
10. DIMENSIONS SHOWN ARE CENTERLINE OF PIPE OR FITTINGS.
11. ALL SPRINKLER, DOMESTIC, AND SANITARY LEADS TO THE BUILDING SHALL END 5' FROM THE EDGE OF BUILDING AS
SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND
EXTEND AS NECESSARY).
12. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE. SEE SITE
WORK SPECIFICATIONS.
13. ALL GATE VALVES/BOXES SHALL BE TO TOWN/CITY STANDARDS.
14. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS.
15. SEE SITE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS.
16. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS
UTILITY GAS \ - SYSTEM PRIOR TO COMPLETION.
POLE VLV I I 17. INSTALLATION OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS.
GASH GAS -I P P 18. SEE ELECTRICAL PLAN FOR SITE LIGHTING LAYOUT.
GAS GAG )_°AG�GA��G _ I N 19. SEE'M' SHEETS FOR CONTINUATION OF FACILITIES INTO AND OUT OF THE BUILDING.
GAS-GS- �1 I I -GpG-GAS-GAG-GAs AG_G 20. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL POWER PROVIDER FOR THE LOCATION OF THE
I I I I°AS GAG_ GAS TRANSFORMER AND ANY NECESSARY CONDUITS.
GAS
VLV.
21. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL TELECOMMUNICATION PROVIDER THE LOCATION -
OF
ANY PEDESTALS AND NECESSARY CONDUITS.
/ SI Wr GHT
/ I IN�ERSECfI� / I
N.C. GRID-NAD 83 I 7
' PIPE FOUND, /
N=685,791.51'
I I EDGE P•FAVZUfNT \ /�
LOCAL UTILITY COMPANIES
UTILITY
COMPANY NAME
PHONE
WATER
SALISBURY ROWAN UTILITIES
[phone]
POWER
DUKE ENERGY
[phone]
NATURAL GAS
PIEDMONT NATURAL GAS COMPANY
[phone]
TELEPHONE
AT&T
[phone]
SANITARY SEWER
ROWAN COUNTY ENVIRONMENTAL
HEALTH DEPARTMENT
[phone]
2" PRESSURIZI
DISCHARGE CONSU
MANUFACTURER F(
INSTALLATION LOCATI(
VC INVERT FROM BUILDING
RGENCY FLOAT SWITCH
-LOAT SWITCH (LAG)
-LOAT SWITCH (LEAD)
FLOAT SWITCH
I -FLOATATION -
0 PSI
ICRETE
--- __---- -___---____ GRINDER PUMP TANK
- _ SCALE: 1" = 2'
ST � ST �j � ��
-A GAS�GAS--GAS - � GASH GASH GASH G-GAS ='- aA3= GAG- GASH GAG- GAS- GAS- GAS
- - - - - - - EDGE OF PAVEMENT - - - - - -
HEiLIG ROAD (S.R. 2528) - 60' PUBLIC RM
N.C.D.O.T. PROJECT # 6.637024 - D.B. 880, PG. 5�� /
� N.C. RID-NAD $�
\ � \\ \I z' PIPE FOUND
N=685,581.32'
I \ - i E=1,560,721.22'
- - - - - - -- -__-_ _
1" WATER METER J
° COORDINATE TAP 5 w_=w °
�'° WITH SALISBURY
I ifT
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I / / / °� ENCLOSURE DESIGNED BY OTHERS
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BOARD OF EDUCATION
D.B. 623, PG. 343
ROWAN CO. PARCEL ID: 402 036
USE: MUNICIPAL
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/
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SEPTIC TANK ' I co \I /
TAIL LINES AREA LAID OUT FOR I /
/ INFORMATION PURPOSES ONLY. ASSUMING
AN LTAR OF 0.35 AND A FLOW OF 200 GPD 3 /
BASED ON THE DOLLAR GENERAL MOU.
SEE SEPTIC PERMIT FOR ACTUAL LAYOUT.
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' D.B. 786, PG. 823
' ROWAN CO. PARCEL ID: 402 068
' USE: MUNICIPAL \
,
LEGEND
- - PROPERTY LINE
100EXISTING CONTOURS
10o PROPOSED CONTOURS
BUILDING SETBACK
-GAS
- - - - - - - - - LANDSCAPE BUFFER
- BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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UTILITY PLAN
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
r
20 10 0 20 40
SHEET SIZE:
24" x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
(V)
SHEET:
C400
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

GENERALNOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
0"7
p p - I - . - � - � -
ROAD RAN
- EDGE OF PAVEMENT
HEILIG ROAD (S.R. 2528) - 60' PUBLIC RM
N.C.D.O.T. PROJECT # 6.637024 - D.B. 880, PG. 509
\ - N.C. GRID-NAD 83
\ 7' PIPE FOUND
\ I N=685,791.51' -
E=1560,485.25'
EDGE OF PAVEMENT
\ STREET PLANTINGS 10' X 70' SIGHT
\ RM -11 SEED TRIANGLE
I GA - 25 \I, UTILIT
�48° 18' 27" - 316.01' PO
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R�P�� y y y y y y y y y y y y y y y y y y y y y y y y y y y y y
OBSERVED RIGHT -OF -WAIT y y y
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EDGE OF PAVEMENT
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z" PIPE FOUND
N=685,581.32'
E=1,560,721.22'
EDGE OF PAVEMENT
i
LEGEND
- -
PROPERTY LINE
100
EXISTING CONTOURS
10o
PROPOSED CONTOURS
- -
BUILDING SETBACK
- - - - - - - - -
LANDSCAPE BUFFER
P
EX. OVERHEAD ELECTRIC
GAS
EX. NATURAL GAS
W
EX. WATER
FO
EX. FIBER OPTICS
10' X 70' SIGHT 'I`
DOLLAR GENERAL LANDSCAPE NOTES:
TRIANGLE SEED
A.
GRADING NOTES
S48° 25' 26"E -
2.
TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND REDISTRIBUTED
\l/
OVER GRADED AREAS. PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES
�L
SEED
DURING CONSTRUCTION.
3.
TILL SOIL TO A DEPTH OF 4" MINIMUM.
4.
REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST DIRECTION.
R/W R'�;'. ; R/W
w
5.
6.
GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.
ALL GRADED AREAS TO RECEIVED SEED OR SOD, TOP SOIL, STRAW AND WATER UNTIL A HEALTHY
STAND OF GRASS IS OBTAINED.
7.
REFER TO GRADING SHEET FOR MAXIMUM SLOPES.
GATE
I
B.
LAWN SEEDING & SODDING NOTES:
1.
ALL LAWNS FROM FACE OF THE BUILDING AND ON THE SIDE WHERE THERE IS PARKING OR A STREET
ARE REQUIRED TO BE FULLY SODDED. ALL OTHER LANDSCAPE ARES TO RECEIVE SEED.
SEED
I
2.
AREAS TO RECEIVE SEED OR SOD SHALL BE CLEAN OF DEBRIS AND FREE OF WEEDS.
1 1
3.
SEED MIX TO BE DROUGHT TOLERANCE FESCUE OR REGIONAL SPECIFIC BLEND. TO OF THE SEED
I
MIXTURE TO BE ANNUAL RYE TO AIDE IN LIMITING EROSION OF PERENNIAL SEEDING DURING
GERMINATION.
\1/
\
4.
STRAW SHALL BE THRESHED STRAW OF HAY, OATS, WHEAT, BARLEY OR RYE. SPREAD AT A RATE OF
\, �
I
J
2-1/2 TONS PER ACRE. STRAW, NETTING AND OTHER ANTI -EROSION MATERIALS TO BE REMOVED
o
AFTER ESTABLISHED LAWN.
SEPTI�RE D TO MAIN
5.
MAINTENANCE SHALL BE BEGIN IMMEDIATELY AFTER SEEDING. WATER REGULARLY TO KEEP LAWN
MOIST TOEPT
GERMINATION ANDED LAWNIPRIORI
GRWTH ANDSESSIOIN
TIO TIHE
EXCLl7SION FENCE SEE DETA51C904)
R ORIMINTAN
B EI STAND OF ES ABLIISHMAXIMZE
ACHIEVE AN ACCAREAS
SOTORE POSDATE,
FREE OR ERODED OR BARE AREAS.
co
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C.
LANDSCAPE NOTES
J
1.
ALL SOILS USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS.
`V `� \V \V
Y
2.
ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 3" DEPTH OF MULCH, WITH EDGING AS REQUIRED.
3.
ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING WITH EDGING AS REQUIRED.
\V \V \V
\V \V
4.
ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THE LANDSCAPE CONTRACTOR AT THE TIME
OF THE PLANTINGS.
\V \V \V \
'\V
5.
PRIOR TO FINAL ACCEPTANCE OF STORE BY DOLLAR GENERAL. THE SITE SHALL BE CLEAN OF ALL
CITY OFSALISBURY
D.B. 785, PG. 108
DEBRIS AND TRASH, AND MEET ALL REQUIREMENTS OUTLINED IN SECTIONS A-C ABOVE.
\l/ \l/ \l/
�' ROWAN CO. PARCEL
6.
MAXIMUM SLOPE CUTS SHALL NOT EXCEED 4:1. ALL DISTURBED GRADES GREATER THAN 8:1 SHALL
ID: 402067
BE STABILIZED BY SODDING. SODDING PINS ARE TO BE USED ON ALL 4:1 GRADES.
\V
' \V USE: MUNICIPAL
7.
VEGETATION AT ENTRY SHOULD BE LOW TO ENSURE VISIBILITY OF STORE.
8.
IF TREES ARE REQUIRED IN FRONT OF BUILDING, SELECT SMALL LEAFED, NON DENSE SPECIES THAT
\V \
WILL NOT INTERFERE WITH THE VISIBILITY OF STORE. THE SPACING SHALL CREATE VISUAL
CORRIDORS TO STORE AND PYLON OR MONUMENT SIGN.
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D.
IRRIGATION NOTES
1.
ALL LANDSCAPE AREAS AND LAWNS ADJACENT TO PAVED AREAS AND/OR STREET ARE TO BE FULLY
'
IRRIGATED.
REBAR
2.
IRRIGATION SYSTEM TO INCLUDE ALL SPRAY HEADS, VALVES AND CONTROLLERS. A SEPARATE
SET
METER AND BACKFLOW PREVENTER WILL BE REQUIRED.
\V '
3.
A SEPARATE METER AND BACKFLOW PREVENTER WILL BE REQUIRED.
4.
LOCATE HEADS A MINIMUM OF 2'-0" FROM EDGE OF PAVEMENT/CURB.
SEED
V \4/
5.
LOCATE RAINBIRD CONTROL PANEL IN RECEIVING AREA NEXT TO ELECTRICAL PANELS.
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x ROWAN CO. PARCEL ID: 402 036
N=685,423.70'
i I USE: MUNICIPAL
E=1,560,520.29'
x CITY OF SALISBURY
' D.B. 786, PG. 823
X x ' ROWAN CO. PARCEL ID: 402 068
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LANDSCAPE PLAN
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
20 40
r=77-
2::]
DATE:
08/01/2019
PROJECT NUMBER.
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
(V)
SHEET:
G100
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

1
C900
4
C900
7
C900
HEAVY-DUTY ASPHALT PAVING
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
VAN ACCESSIBLE PARKING SIGN
WALL MOUNTED
THIS SIGN TYPICAL AT ALL
"VAN ACCESSIBLE" PARKING SPACES
STANDARD ALUM. HANDICAPPED PARK
SIGN R7-8 FASTENED TO BUILD)
STANDARD ALUM. MAXIMUM PENAL'
SIGN R7-8D FASTENED TO BUILDIN
z
ti
SIDEWALK
CURB AND GUTTER
VAN
ACCESSIBLE
RESERVED
PARKING
MAXIMUM
PENALTY
$250
ONE SIGN PER HANDICAP
PARKING SPACE/ WHERE 2
SPACES FACE EACH OTHER, ONE
POST SHALL BE USED WITH
SIGNAGE ON EACH SIDE.
6" 18"
ASPHALT PAVING
SEE DETAIL
6 a <• .a 1 RAD.
6" -
O O ASPHALT SHALL BE"
-� ABOVE GUTTER EDGE
I I I I I � II � II I II II
3000 PSI CONC. COMPACTED ABC
CURB AND GUTTER
z
C900
5
C900
ACCESSIBLE
PARKING SIGN, AS
REQUIRED
COLORED TOOLED/SERRATED SLIP
RESISTANT SURFACING AND/OR
TACTILE WARNING DEVICE AS
REQUIRED BY AMERICANS WITH
DISABILITIES ACT ACCESSIBILITY
GUIDELINES AND CODE REQUIREMENTS
8
C900
ACCESSIBLE
PARKING SIGN, AS
REQUIRED
STANDARD ASPHALT PAVING
bl1�R•l WIN i01 1rlw� rV r
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
HANDICAP RAMP
-TO
10
4" PARKING SPACE
STRIPE. PAINT COLOR TO
BOLLARD PAINTED YELLOW
BE PER THE AUTHORITY
AT PARKING SPACE IN
HAVING JURISDICTION.
FRONT OF BUILDING
STANDARD ACCESSIBLE
PARKING SYMBOL PAINTED
Z
ON PAVEMENT. PAINT COLOR
W QJ
TO BE PER THE AUTHORITY
HAVING JURISDICTION.
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-
DEGREES. PAINT COLOR TO BE
PER THE AUTHORITY HAVING
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MAX 2% SLOPE
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(11J 0 �
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ALL ACCESSIBLE RAMPS AND
ACCESS AISLES SHALL MEET ALL
SEE SITE PLAN FOR CODES AND ADAAG REGULATIONS.
SIDEWALK WIDTH —
DUMPSTER PAD SECTION
4000 PSI CONCRETE WITH
W2.9 X W2.9 W. W. F. OR
# 3'S AT 18"
ASPHALT PAVING
SEE DETAIL
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TOP COAT SHERWIN WILLIAMS -
PROMAR TRAFFIC MARKING
PAINT 'H.C." BLUE
3
C900
6
C900
9
C900
HANDICAPPED PARKING SIGN
WALL MOUNTED
STANDARD ALUM. HANDICAPPED PARKING
SIGN R7-8 FASTENED TO BUILDING
STANDARD ALUM. MAXIMUM PENALTY
SIGN R7-8D FASTENED TO BUILDING
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SIDEWALK/CURB SECTION
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° a
Q n °
ALL SIDEWALKS TO HAVE
SEALED ISOLATION JOINTS
r SIDEWALKS TO HAVE
BROOM FINISH
RESERVED
PARKING
MAXIMUM
PENALTY
$250
12"
1/2 " ROUND ASPHALT PAVING
SEE DETAIL
am
BOLLARD
2
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UND CONC. TOP OF
PE SMOOTH
GA. STEEL BOLLARD
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DETAILS
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/20�1908/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
(V)
SHEET:
C900
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

1
C901
4
C901
NCDOT ASPHALT PAVING
d d /1" nr (l(1 Cn
DUMPSTER SCREENING
2 4
'I PACING 4x4
1X6
FRONT 2X4
TOP VIEW
GATES SHALL BE CONSTRUCTED OUT OF STEEL
FRAME TUBING WITH PIVOT HINGES MOUNTED ON
6" STEEL PIPE BOLLARDS. PROPER LATCHING AND
LOCK HARDWARE SHALL BE PROVIDED IN ORDER
TO RESTRAIN AND/OR LOCK ENCLOSURE GATES
SHADOWBOX FENCING, I I \
ATTACHED WITH a' GALC.
CARRIAGE BOLTS, (SOLID \ I I \
COLOR,'
I I• .
2"-3" DIRT
BACKFILL
P I� i I I I�L,LL�,
I ' PROVIDE SOLID 4"
I SUPPORT WHEEL
I I IF AND GALV. BRACKET U .
0.31
GATE
PAINI
PROVIDE SOLID 4" SUPPOI
WHEEL AND GALV. BRACK
WOOD GA
I
12-0"
2x4
SPACE
IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING
BETWEEN TENANT PARCEL AND ADJACENT PARCEL, THEN
LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE
WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY
APPLICABLE GOVERNMENTAL REQUIREMENTS.
gill] 101
SIDE VIEW
NOTE:
1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FOR
FASTENING.
2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
- 4" DIA. SCHED. 40 PIPE W/SLOPED
MTL. CAP ON TOP MAXIMUM 6-0"
O.C. SET PIPE IN CONCRETE
FOOTING MIN. V-0" DIA. TO FROST
DEPTH
(FILL PIPE W/CONC. TO 4'-0" ABOVE
FIN. CONC. IN HIGH WIND LOAD
LOCATIONS.)
NOTES:
1. FOOTINGS SHALL EXTEND 3'-6" MINIMUM
BELOW FINISH GRADE.
2. SEE CIVIL DRAWINGS FOR DUMPSTER
ENCLOSURE LOCATION.
3. 8" THICK CONCRETE SLAB OVER 6"
THICK CRUSHED AGGREGATE. 12"X12"
THICKENED EDGE FOR APPROACH SLAB.
#4 REBAR @ 2'-0" O.C. EACH WAY.
4. BOLLARDS IN TRASH ENCLOSURE TO BE
PAINTED SAFETY YELLOW.
8" x 8" THICKENED
EDGE
GATE POSTS TO BE
PAINTED BLACK EQ. EQ.
8" CONC. SLAB REINF.
W/ W.W.F. 6"x6" - W2.9
TRASH ENCLOSURE PLAN x W2.9ON 6"
AGGREGATE BASE
IT
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6" BOLLARDS
GATE POSTS TO BE
PAINTED BLACK
6" BOLLARDS
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RECEIVING DOOR RAMP
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STRIPING LEGEND
YELLOW CURBING
SURFACES SHOULD BE CLEAN, DRY AND METAL
AND BOLLARDS -
SURFACES FREE OF HEAVY RUST 2 COATS SHERWIN
PARKING LOT
WILLIAMS - KEM 4000 ACRYLIC ALKYD ENAMEL SAFETY
YELLOW 355Y300
STRIPING -
SURFACES SHOULD BE CLEAN, DRY. TOP COAT
PARKING LOT
SHERWIN WILLIAMS- PROMARTRAFFIC MARKING
PAINT YELLOW TM5495
HANDICAP
SURFACES SHOULD BE CLEAN, DRY. TOP COAT
STRIPING -
SHERWIN WILLIAMS- PROMARTRAFFIC MARKING
PARKING LOT
PAINT 'H.C." BLUE
CONTRACTOR IS RESPONSIBLE FORALL PUBLIC UTILITY CONNECTIONS
(ELECTRIC, WATER, GAS, SEPTIC, SEWER) AS WELL AS PROVIDING ALL
INFRASTRUCTURES REQUIRED BY UTILITY COMPANY
DEPRESSED CURB
DROP INLET
3000 PSI CONCRETE APRON
WITH 6X6 10/10 WWF GRATE AND FRAME
(COLOR DARK GRAY) 5' TYP. USF 4139-6002
SLOPE % UNLESS SPECIFIED OTHERWISE
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,• STEPS REQ'D FOR J�
#4 BAR CONT 8" BOXES > 4' DEEP X
,� AT 10" O.C.+' "' O PRECAST BOX
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TO FIT PIPE O.D.
AND GRATE INLET 3000 PSI CONCRETE
6" #57 STONE BASE -III=III-
(COMPACTED) I=_I I CONCRETEAPRON I I�� NOTE: PIPEALIGNMENTS
=1 I I=i - - , AROUND INLET SHOWN ARE EXAMPLES
#4 BAR AT 8" O.C.E.W.
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C901
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CONCRETE BRICK OR
PRE -CAST BOX
#4 BAR AT 8" O.C. E.W.
6" #57 STONE COMPACTED
CONCRETE SIDEWALK JOINTS
TOOLED
JOINTS WITH
JOINT SEALER
CURB INLET
1" RADIUS UNLESS
OTHERWISE SPECIFIED
INLET FRAME & GRATE
USF 5181-6420 FOR SAG INLETS & USF
5130-6431 FOR ON GRADE INLETS
UNLESS SPECIFIED OTHERWISE
CONC.GROUT
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DETAILS
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24" x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
(V)
SHEET:
C901
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

1
C902
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
GENERAL NOTES:
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE
ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT.
THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE IN AN
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE.
7. PLEASE REFER TO NCESCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS.
MAINTENANCE NOTES:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
50' MIN
6" MIN PUBLIC STREET
EXISTING GROUND
SOIL STABILIZATION FABRIC
UNDER 2-3" COARSE AGGREGATE
4
C902
NC
VV
NC DOT #5 OR #57
WASHED STONE
50' MIN
-4mm& -Sam
HARDWARE CLOTH AND GRAVEL INLET -
PROTECTION
4' MAX ni 1A-C;[ IArF HARn\A/ARF C I nTH
FILTERED
WATER
GENERAL NOTES:
1. REFER TO NCESCPDM SECTION #6.51 FOR
ADDITIONAL DESIGN SPECIFICATIONS REGARDING
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION.
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INSET FOR 2 LANE ROADWAYS
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GENERAL NOTES FOR FLAGGER OPERATIONS
GENERAL NOTES FOR PILOT
CAR OPERATIONS
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REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING. 1-
USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
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UPSTREAMLSIDECOFSTRAFFICTH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE 2
ALONG AREA• ANDLATSTHEADISCRETION ( OFPTHE
ENGINEER, CONES NOT
BE OMIITTED ALONG
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REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
THE WORK AREA IF USING A PILOT CAR.
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DOWNSTREAM SIDE OF TRAFFIC. 3-
CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND
DOWNSTREAM TAPERS.
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4-
PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES 4-
MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
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THE POSTED SPEED LIMIT.
THE PILOT VEHICLE.
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5-
EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS 5-
DO NOT INSTALL MORE THAN ONE (1) MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNING
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PROVIDED TO THE FLAGGER (REFER TO STD. 1101.11 SHEET 2).
OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
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6-
DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. 6-
ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF
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SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING
FLAGGING AND PILOT CAR OPERATIONS.
7-
DRUMS OR SKINNY -DRUMS MAY BE USED IN LIEU OF CONES. REFER TO ROADWAY STANDARD
N
DRAWING 1180.01 FOR SKINNY -DRUM REQUIREMENTS.
8-
USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
LEGEND
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
IF FLAGGER
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND RECOMMEND THE USE OF LAW
j CONE
9-
10-
REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
AS DIRECTED BY THE ENGINEER.
IQ PORTABLE SIGN
DIRECTION OF TRAFFIC FLOW
HEET 1 OF 15
SHEET 1 OF 15
1101 .02
11101. 02
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C902
8' MAX
WIRE FEN— -
WOVEN FILTER FABF
SILT FENCE
I
30" MIN Q� o
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8" MIN
STEEL POST
WIRE FENCING
FILTER FABRIC
#57 STONE
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TEMPORARY DIVERSION
nnnnnnnTrn WWII 2' MIN
L- 4" MIN
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GENERAL NOTES:
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1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 950/c BY WEIGHT OF POLYOLEFINS OR
9.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
II�II=
I I-
III
1I-
- '~
POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO
SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24INCHES.
I I I I
I I� I I�
II
THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62b.
10.
EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH
ZIEE3.1 l2.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS
SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
,I I I~TO
I I
PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A
PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
GENERAL
NOTES:
TEMPERATURE RANGE OF 0 TO 120° F.
11.
EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
1.
REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
OTHER OBJECTIONABLE MATERIAL.
MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO
12.
PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
2.
ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL
FACILITATE FASTENING THE FABRIC.
13.
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
DESIGN REQUIREMENTS.
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
14.
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
3.
ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE
5. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
MAINTENANCE
NOTES:
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
SYNTHETIC FILTER FABRICS.
4.
PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHINE
6. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE
1.
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REGARDING AND CLEANOUT.
THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO
REQUIRED REPAIRS IMMEDIATELY.
5.
VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
CAUSE FAILURE OF THE STRUCTURE.)
2.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
7. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
INEFFECTIVE, REPLACE IT PROMPTLY.
MAINTENANCE
NOTES:
BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER
3.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
1.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
8. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE
UNDERMINING THE FENCE DURING CLEANOUT.
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA AND
UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE
4.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPS
SLOPE SIDE OF THE
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUMPOUND TENSILE
PROPERLY STABILIZED.
STABILIZED, REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH THE
STRENGTH.
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
5
C902
CLASS B RIPRAP
FLOW
W
7
C902
ROCK
O�
RIPRAP
PIPE INLET PROTECTION
WASHED STONE
GENERAL NOTES:
1. REFER TO NCESCPDM SECTION #16.55 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING ROCK PIPE INLET PROTECTION.
MAINTENANCE NOTES:
ND
ND
'HE
IEN
GN
IN
'HE
ED
:EN
'HE
'HE
STANDARD PIPE OUTLET TO
WELL-DEFINED CHANNEL
LA
SECTION 'A -A'
LA
GENERAL NOTES:
1. LA= THE LENGTH OF THE RIPRAP APRON.
2. DA = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
MAINTENANCE NOTES:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE
IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
FILTER FABRIC
6
C902
8
C902
STONE OUTLET
GENERAL NOTES:
1. STRUCTURAL STONE SHALL BE (CLASS B) STONE FOR
EROSION CONTROL PURPOSES.
2. SEDIMENT CONTROL STONE SHALL BE #5 OR #57 STONE.
STEEL FENCE POST
#57 STONE
SEDIMENT
CONTROL STONE
STRUCTURALSTONE
6" ROOF DRAIN
�12
1'-6" MIN.
II
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DETAILS
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H/)
(`)
SHEET:
C902
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

1
C903
PL,
INFLOW
AVERAGE
WIDTH
* AREA OF
SURFACE/
PRIMARY S
INFLOW
FILTER FABRIC
SKIMMER SEDIMENT BASIN
1' rKtttiUHKU
BAFFLES 6" MIN. INVERT ELEV. OF
EMERGENCY SPILLWAY
2' DEWATERING
r ZONE I ,f
ARM ASSE"' "
PERSPECTIVE VIEW
PVC END
CAP PVC ELBOW
PVC END
CAP
PVC PIPE
1/2" HOLES IN
PVC TEE UNDERSIDE
END VIEW
FLEXIBLE
HOSE
1' SEDIMENT J CLASS B STONE PAD
STORAGE ZONE (4' x 4' x 1' MIN.)
CROSS-SECTION VIEW
WATER SURFACE
SCHEDULE 40
PVC PIPE
PVC VENT
PIPE
6
FRONT VIEW
PVC TEE
RGENCY
_LWAY
EMBANKMENT
EMERGENCY
SPILLWAY
"C" ENCLOSURE
FER ENTRY
f
NOTE:
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED.
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
BOTTOM SURFACE
GENERAL NOTES:
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY, VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER THE FILL EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE
SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL *TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH
AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT
IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE
FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOIN TO THE
BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACHED A ROPE TO THE SKIMMER AND ANCHOR IT TO THE
SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS,
GRADE, DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD
BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES
AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ON PIECE, NOT JOINED OR SPLICED;
OTHERWISE THE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE
SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
8. INLET - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TO
DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM THE BARE AREAS.
COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE
THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH
THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
MAINTENANCE NOTES:
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVED SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST
AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER
FROM PLUGGING WITH ICE.
z
C903
INLET
PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
SECTION VIEW AT OPENING
STEEL POST
2'
BAFFLE
GENERAL NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1 ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL.
7. PLEASE REFER TO NCESCPDM SECTION #6.65 FOR ADDITIONAL DESIGN SPECIFICATIONS
REGARDING BAFFLES.
OUTLET MAINTENANCE NOTES:
1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE
ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE
AND STABILIZE IT.
SUPPORT ROPE TO
WIRE TO PREVENT
SAGGING
SUPPORT POST,
24" INTO BOTTOM
OR SIDE STAKE TO
SUPPORT WIRE
LCOIR MESH OR SIMILAR, STAPLED
OR TRENCHED INTO BOTTOM OR
SIDE
E&SC PERMANENT SEEDING SCHEDULE.
* DO NOT USE WITHIN 25RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 100
SERICEA LESPEDEZA 20
KOREAN LESPEDEZA 10
REDTOP 5
KENTUCKY BLUEGRASS 5
SEEDING NOTE
1. AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA SEED.
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA AND
INCREASE KOREAN LESPEDEZA TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN MAY 1 AND AUGUST 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE TALL
FESCUS, PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE GRAIN. IT MAY BE
BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZA
IN MARCH.
SEEDING DATES BEST POSSIBLE
BELOW 2500 FT: AUG 15-SEP 1 JULY 25-SEP 15
MAR 1 -APR 1 MAR 1- MAY 10
ABOVE 2500 FT: JULY 25- AUG 15 JULY 15-AUG 30
MAR 20 - APR 20 MAR 5-MAY 15
COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH
AND EAST FACING SLOPES.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING.
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO
MORE THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
IMMEDIATELY.
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
CONTINUOUS LINES
10'-30'/SP SKIP LINE
2'-6'/SP MINI -SKIP LINE
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UNLESS OTHERWISED SHOWN, USE 10'-30'/SP SKIPS FOR
UNLESS OTHERWISED SHOWN, USE 2'.6'/SP MINI -SKIPS FOR
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SKIP LANE LINES AND SKIP CENTER LINES.
LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE
EXTENSIONS THROUGH INTERSECTIONS AND MINI -SKIPS
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10'
USED FOR BICYCLE LANE LINES.
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3'-9'/SP MINI -SKIP LINE
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UNLESSOTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
UNL
THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.
UNLESS OIHERWISED SHOWN, USE 3'-9'0P MINI -SKIPS FOR
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
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T
GORE LINE
3 3'
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GENERAL NOTES:
1• USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
24"
AS DIRECTED 8Y 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
SHEET 1 OF 2
1205.01
1205.01
3
C903
PAVED AREAS
ICK, 12" DIA.
;.APRON
PAVING
SUB -PAVING
- GRAVEL BASE
COMPACTED OR
UNDISTURBED SOIL -
CLEANOUT
PAVED AREAS
(2-WAY CLEANOUT)
SICK, 24"x24"
C.APRON
COMPACTED OR
UNDISTURBED SOIL
AO JOSAM SERIES 58860-22 ACCESS COVER AND CLEANOUT WITH
TAPER THREAD BRONZE PLUG SERIES 58540-20 AND "SAN." ON
COVER (OR APPROVED EQUIVALENT).
OB NEENAH MODEL R-6660-DP LIGHT DUTY ACCESS COVER WITH
TWO (2) JOSAM SERIES 58190-22 CLEANOUTS WITH TAPER
THREAD BRONZE PLUG SERIES 58540-20 (OR APPROVED
EQUIVALENT).
PRECAST CONCRETE
POURED IN PLACE OF
CONCRETE COLLAR
SCH. 40 PVC CAP
LANDSCAPED AREAS
SCH. 40 PVC
E&SC TEMPORARY SEEDING SCHEDULE.
* DO NOT USE WITHIN 25RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER & EARLY SPRING (FEB 15-MAY 15) SOIL PREPARATION:
SPECIES RATE (LB/ACRE) SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND
NUTRIENT (PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS
RYE GRAIN 120 ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT
AND WILL INDICATE NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
KOREAN LESPEDEZA 50
SUMMER (MAY 15-AUGUST 15)
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
OR
TALL FESCUE 50
FALL (AUGUST 15-DECEMBER 15)
SPECIES RATE (LB/ACRE)
RYE GRAIN 120
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER
RATE TO 1000 LB/ACRE IN THE FALL.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE
MULCHING MATERIAL. 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 IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. 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 KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE
TRUNKS. IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND
STOCKPILE IT FOR REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE
BROKEN UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY
COMPACTED SOILS; A SMALL ROTOTILLER MAY BE NEEDED FOR MORE
HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY
THE EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURIN
SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO
BE SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF
ADDITIONAL SOIL IS NECESSARY AT A TREE BASE, CONSTRUCT A "TREE
WELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED,
RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE
AREA. ALLOW FOR AT LEAST 6 TO 8 INCHES OF DEPTH AFTER THE SOIL
HAS SETTLED. THIS MEANS PLACING ABOUT 8 TO 10 INCHES OF TOPSOIL
OVER THE SUBSURFACE. IMPROVE THE SOIL BY ADDING ORGANIC
MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS AND
DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
o
STRAIGHT ARROW
RIGHT OR LEFT
COMBINATION STRAIGHT AND
COMBINATION LEFT AND
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TURN ARROW
LEFT OR RIGHT TURN ARROW
RIGHT TURN ARROW
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20"
6, 4„
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BAME DIMENSIONS APPLY AS
FOR THE COMBINATION STRAIGHT
AND LEFT/RIGHT TURN ARROW
12"
R-40"
32°
12"
12
R-28"
6'-4"
MERGE ARROW
RAMP ARROW
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FOR WRONG -WAY MOVEMENTS
ON FREEWAY AND EXPRESSWAY RAMPS
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3- DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE
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UNLESS APPROVED BY -fHE ENGINEER.
4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR
7AT
HIGHWAY SIGNS AND PAVEMENT MARKIIIGS", (REFER TO SHEETS 5
THRU 8). SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS,
THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL
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DETAILS
PREPARED FOR:
TERAMORE DE
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
M
SHEET:
C903
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

1
C904
ROLLED EROSION CONTROL MATTING INSTALLATION
FIGURE F
FIGURE B/ .
FIGURE E
STEP 1 - SITE PREPARATION
FIGURE C
FIGURE E / ^
'` :;, FIGURE C
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS,
BLANKET 3
'
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO
FIGURE C
, �'�t
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.
:.�:..
/..
^ :• .
.�:.•�
BLANKET 1
^
-
STEP 2 - SEEDING
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
:',',
,
...:.'':•;.' •+"
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.
�/ ^
^
::,, :.' FIGURE F
' BLANKET 2
`
STEP 3 - STAPLE SELECTION
"
i GROUND
AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TO
t,
SURFACE
SECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY,
,
�, ;:;.: •,: '';,' `., ' �,
•�'
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.
-
::.4-'::
STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKET
• f"
FIGURE B/
M1 FIGURE E
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND
- :'NGURED
::.'.,:`�:'•:::`=::''
'�• ':
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF
:•:: :'
".`•'
THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF
BLANKET 3
THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG
;-;''.;•; ''' ;,
",: ' ;' '; ', . :.,
: '. ,..' ': "` ' ..:::i• .^ :.??BGfKE::= : ''
° < '`
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET
GROUND - ',�
M1" ;•; - -.' �:'' , •, :�
::
'''
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN
> :
SURFACE "?
FIGURES A, H, E AND F).
FIGURE I
STEP 5 - SECURE BODY OF BLANKET
:.....:..
.. . , . M. •. ....
' �"''' '`` f'
*SLOPE INSTALLATION - APPROXIMATELY 200 STAPLES PER ROLL (8' OR 4'
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF
*BED INSTALLATION -APPROXIMATELY 300 STAPLES PER ROLL (8'
WIDTH) REQUIRED - WIDE BLANKET SHOWN
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF
OR 4' WIDTH) REQUIRED - WIDE BLANKET SHOWN
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA
OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.
STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATION
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE
TERMINAL EDGE.
MAINTENANCE NOTES:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT
REPAIR IMMEDIATELY.
2. GOOD CONTACT WIT THE GROUND MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE
CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER
IS ESTABLISHED.
4
C904
FIGURE F- PROFILE VIEW
FIGURE A - BED INSTALLATION
BLANKET 3
..►... ►' .� .mild
GROUND
SURFACE
FIGURE B - PROFILE VIEW
FLOW
3"
BLANKET 1
BLANKET 2
GROUND
SURFACE
FIGURE
C - CROSS SECTION
VIEW
CREST OF CREST OF
SLOPE SLOPE
TOE OF SLOPE
i
FIGURE G- CRITICAL
POINTS - BED
INSTALLATION
N-12 HDPE STORM TRENCH INSTALLATION
RECOMMENDED MINIMUM TRENCH WIDTHS'
FINAL
=
BACKFILL
0 Z
z
0
�w
j w
>
O Q
0 w
�
z
t co
i
INITIAL
SPRINGLINE BACKFILL
HAUNCH
4" FOR 12"-24" PIPE
6" FOR 30"-60" PIPE
BEDDING
MIN. TRENCH WIDTH SUITABLE
NOTES: (SEE TABLE) FOUNDATION
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE
FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
APPLICATIONS", LATEST ADDITION
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,
WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A
DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE
ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH
BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm), 6" (150mm)
FOR 30"-60" (750mm-900mm).
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT
LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321,
LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS)
IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO
PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE
AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE
PAVEMENT OR TO TOP OF RIGID PAVEMENT.
PIPE DIAM.
MIN. TRENCH WIDTH
4"
21"
6"
23"
8"
26"
10"
28"
12"
30"
15"
34"
18"
39"
24"
48"
30"
56"
36"
64"
42"
72"
48"
80"
54"
88"
60"
96"
MINIMUM RECOMMENDED COVER BASED ON
VECHICLE LOADING CONDITIONS
SURFACE LIVE LOADING CONDITION
PIPE DIAM.
H-25
HEAVY CONSTRUCTION
(75T AXLE LOAD)
12"-48"
12"
48"
54" - 60"
24"
60"
VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
MINIMUM RECOMMENDED COVER BASED
ON RAILWAY LOADING CONDITIONS
COOPER
PIPE DIAM.
E-80**
UP TO 24"
24"
30"-36"
36"
42"-60"
48"
COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM
OF RAILWAY TIE.
E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE
TO ASTM F 2306 PIPE.
FIGURE E
FIGURE H - SLOPE INSTALLATION
X- DENOTES STAPLE
LOCATION
FIGURE D - PLAN VIEW- BED INSTALLATION
FIGURE I - PLAN VIEW - SLOPE
INSTALLATION
5
C904
8" _
1" _x_ 1" 1" x_ 1" 1" x_ 1" _x_ 1" 1"
4"
1 _x_ 1 -x- 1 x- 1
FIGURE E- PLAN
VIEW
CRITICAL POINT
CRITICAL POINT
TERMINAL END
GROUND GROUND
SURFACE SURFACE
FIGURE J - CRITICAL POINT
SECURING - SLOPE INSTALLATION
TEMPORARY EXCLUSION FENCE
FENCE MATERIAL:
ORANGE, UV RESISTANT
HIGH TENSILE STRENGTH
POLYETHYLENE LAMINAR
2
C904
BMP OUTLET
RIM ELEV. = 820.75
r" ° <.
GROUT INTERIOR ° 3" ORIFICE
WALLS c' INV. = 819.05
STORM RAX PEAK
<.g. ROOF STRUCTURE
3' x 3' PRE -CAST TRASH RACK
CATCH BASIN A A
4" PVC `
INV. IN = 815.00 tr
15" HDPE
INV. OUT = 815.00
° d_
6" #4 BAR AT 8" O.C.E.W. 4' W x 4' L x 9" D
3,000 PSI CONCRETE
F
L-
FOOTING BEYOND
NOTES:
1. ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATERTIGHT. USE BUTYL SEALANT OR OTHER GASKET METHOD
TO SEAL JOINTS BETWEEN STRUCTURE SECTIONS. GROUT INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS.
3
C904
822.00 TOP OF DAM
12" CLASS A RIPRAP
SHWT = BELOW 800 (SEE GEO-TECH REPORT)
NOTES:
1. UNLESS COVERED BY BLANKET EASEMENT, SAND FILTER SHALL HAVE A MINIMUM 20 FOOT ACCESS
EASEMENT CONNECTING TO A DEDICATED PUBLIC RIGHT OF WAY. ACCESS ROAD SHALL HAVE A MIN. 12,
STABILIZED WIDTH, MAX. LONG, GRADE OF 15% MAX., CROSS SLOPE 5%.
2. ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TO INSTALLATION OF AMENDED
SAND, MULCH OR PLANTING.
3. PVC UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6" CENTERS. MIN. 4 HOLES PER ROW.
MAX SPACING OF UNDERDRAIN PIPE IS 10 FEET ON CENTER.
4. UNDERDRAIN CLEANOUTS SHOULD MATCH UNDERDRAIN PIPE SIZE AND EXTEND A MIN. OF 6" ABOVE SAND
SURFACE.
7
OUTLET
STRUCTURE
SEE DETAIL
r
i
J
822.00 TOP OF DAM
.GENCY SPILLWAY
ELEV. 821.00
818.00 TOP OF SAND
15" HDPE OUTLET
815.00
2 4" PERFORATED PVC
UNDERDRAINS @ 0.5% SLOPE
12" OF #57 STONE
L 18" OF COURSE MASONRY SAND
CONFORMING TO ASTM C33 STANDARD
ALL MATERIAL LAYERS TO
BE SEPARATED BY 80Z
NON -WOVEN GEO-TEXTILE
FILTER FABRIC
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DETAILS
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H/)
(`)
SHEET:
C904
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.