SW3230603_Plansheet - SCM Detail_20230821

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SHEETINDEX
C000 COVER SHEET
C001 NPDES NCG01
SURVEY. ENGINEER. C002 EXISTING CONDITIONS
BLUE RIDGE GEOMATICS PA BREC PA C003 DEMOLITION PLAN COVER SHEET
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C 100 SITE PLAN PREPARED FOR:
1520 MEADOWVIEW DRIVE 1520 MEADOWVIEW DRIVE C200 GRADING PLAN TERAMORE DEVELOPMENT, LLC
PO BOX 6460
WILKESBORO, NC 28697 WILKESBORO, NC 28697 C201 POST-CONSTRUCTION DA THOMASVILLE, GA 31758
LICENSE . C-3576 LICENSE . C-3448 C202 SAND FILTER
C300 PHASE 1 ESC PLAN DATE: REVISIONS:
C301 PHASE 2 ESC PLAN
C302 FINAL ESC PLAN
C400 UTILITY PLAN
G 100 LANDSCAPE PLAN SHEET SIZE
24"x36"
C900 DETAILS PROJECT NUMBER
3161142022
C901 DETAILS DRAWN BY
J.EDWARDS
C902 DETAILS APPROVED BY
J.CHURCH
C903 DETAILS SCALE:NTS (H)
C904 DETAILS N'
SHEET:
CITY/TOWN . ROCKWELL, NC SITE COORDINATES . LATITUDE - 35 .575652' N LONGITUDE - -80 .420354 W c000
©COPYRIGHT 2023 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.

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NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000 w
ENTIRE PERMIT CAN BE FOUND AT: B EC
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ON
STRUCTURE RWITH W LINER W
https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20ResourceslStormwaterlNCG010000_Final_Permit_2019_04_0l.pdf J
THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids.
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. e '
activity being considered compliant with the Ground Stabilization and Materials Handling "" o ,-
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the a o ��0�'1� 10
sections of the NCG01 Construction General Permit(Sections E and F, respectively). The project. °'""`a u s� _ �;�[: �?,
permittee shall comply with the Erosion and Sediment Control plan approved by the 0 mt L `Q U
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as -11.6. EROSION CONTROL CONTACT
may not apply depending on site conditions and the delegated authority having jurisdiction, hazardous waste(recycle when possible). ° ENGINEERING PLANNING ENVIRONMENTAL
�^ `` tL=T° MATT SULLIVAN - 7 4 7 -74 7 �
5. Remove leaking vehicles and construction equipment from service until the problem nnry� ,nr•c swa arm•rmu
ICI'I L/�t IS"TOI �EIEIYpED p rEL IO 6)�Q IW 6 TE WRRT[V"9OUr
SECTION E:GROUND STABILIZATION has been corrected. �„'��,�,� / 0 \ 85 Q
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6. Bring use fuels, lubricants,coolants, hydraulic fluids an other petroleum products u'"r" �°"°`"�"�""" PROJECT MANAGER 0
Required Ground Stabilization Timeframes sort „�,�,r,,,,,�„�,,,E,�„E even usnc:a�m WILKESBORO,NC 28697
to a recycling or disposal center that handles these materials. • . .�ns,rwoortmuouc Stabilize within this 336.844.4088 http://brec.biz LLJ
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many calendar Timeframe variations BELOW GRAB& WASHOUT STRUCTURE ABOVEB& ASHO GRA WUT STRUCTURE
Site Area Description days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE /-
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. ��t I i+++r i ii� U
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers e. dum ster,trash \�, ,(H CARO ��i W
( g p CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. �/
p ) 1. Do not discharge concrete or cement slurry from the site. � � SS/•'•. � �
perimeter slopes F ►
3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled, hardened concrete residue in accordance with local '.��
(b) High Quality Water None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HQW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff A
3. Manage washout from mortar mixers in accordance with the above item and in
from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than If slopes are 10'or less in length and are p p = '••
3:1 7 not steeper than 2:1, 14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
provide secondary containment. Repair or replace damaged waste containers. v .Z
allowed p y p p g 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available, use one of the two !'N C. CND
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk z
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or 08/21/2023 Q
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must J
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes ditches, perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. can be shown that no other alternatives are reasonably available. At a minimum, ���� ,
14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface �• EC, P �, W
flatter than 4:1 install protection of storm drain inlet(s)closest to the washout which could receive . � .. q J
there is zero slope waters unless no other alternatives are reasonably available. �:�
spills or overflow. � � �PO� � =
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone :AGO T� U
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the 0
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. :NCBELS#C-3448i
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. I limits. Post signage on the washout itself to identify this location. : �i•'• 'Q' 0
PORTABLE TOILETS '. O
9. Remove leavings from the washout when at approximately 75%capacity to limit 00 zQT,�CARC`, `� z
Stabil�zeDtheABound sufficiently
SPECIFICATION so that rainwill not dislodge the soil. Use one of the 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural �� �•���tN���
g y g streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary 0
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. 0
Temporary stabilization permanent stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and dispose of
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
• Hydroseeding • Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed • Hydroseeding with properly operating unit.
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
• Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
• Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins, perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
• Rolled erosion control products with grass seed available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water
or surface water. If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
1. Create designated hazardous waste collection areas on-site. U CV
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite. :e '['" z N
'r,I, N©RTH CAROLI NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover f ,!�
or surrounded by secondary containment structures. ;` Environmental Quality J Ln
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 w 4t
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PART III PART III PART III �/J
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements . They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC e They are within 100 feet of surface waters(regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the
good working holiday periods, and no individual-day rainfall information is
order available, record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days (anc this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S. 143-215.85.
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
(2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
and within 24 3. Name of the person performing the inspection, construction phase.
hours of.rain 4. Indication of whether the measures were operating N P D E S N C G01
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection, PREPARED FOR:
i i i d d sign an inspection report.l C i d i repair Complete, ate an The
e maintenance an
outfalls(SDCs) and within 24 3. Name of the person performing the inspection, ( 2.Reporting Timeframes and Other Requirements
hours ofarain 4. Evidence of indicators of stormwater pollution such as oil requirements for allE&SC measures TERAMORE DEVELOPMENT, LLC
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours S. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the PO BOX 6460
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per Ifvisible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection THOMASVI LLE GA 31758
reported to the Department's Environmental Emergency Center personnel at(800)
site 7 calendar days ofthe following shall be made: report to indicate the completion of the
and within 24 1. Actions taken to cleanup or stabilize the sediment that has left corrective action.
858-0368.
hours of a rain the site limits,
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification.
releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendardays,a report that contains a description of the
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
-case basis. DATE: REVISIONS:b
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This Genera[Permit as well as the Certificate of Coverage,after it is received. If the stream is named On the INC 303(d)list as impaired for sediment-
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff
stabilization ofgrading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall
determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions.
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of
ground`over)• electronically-available records in lieu of the required paper copies will be allowed if (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill cr release.
timeframe or an assurance that they will be provided as substances per Item
soon as possible. 3.Documentation to be Retained for Three Years 1(b)-(c)above
All data used to complete the a-NOI and all inspection records shall be maintained for a period ii( Anticipated A report at least ten days before the date of the bypass,if possible.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
SHEET SIZE:
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification. 24"x36"
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendardays,a report that includes an evaluation of the
122.41(m)(3)] quality and effect ofthe bypass. PROJECT NUMBER:
(e)Noncompliance • Within 24 hours,an oral or electronic notification. 3161142022
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendardays,a report that contains a description of the
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance, DRAWN BY:
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not J.EDWARDS
health or the been corrected,the anticipated time noncompliance is expected to APPROVED BY:
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[40 continue;and steps taken or planned to reduce,eliminate,and
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6). J.CHURCH
shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. SCALE:
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, NTS (H)
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, (V)
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� NORTH CAROLINA
(e) Velocity dissipation devices such as check dams,sediment traps,and tiptop are provided at the discharge points of all dewatering devices,and is�r�:'
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters ofthe United States. )Environmental Quality SHEET:
NCGO 1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 cool
©COPYRIGHT 2023 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.

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©COPYRIGHT 2023 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.

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©COPYRIGHT 2023 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.

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GENERAL NOTES \ \ PARKING AND PAVEMENT NOTES W
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1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. GRA�E�DR1vE \
\ 1. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON B EC �
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. UNIFORM TRAFFIC DEVICES,2012 EDITION AS AMENDED.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 2. ALL NCDOT PAVEMENT SYBMOLS SHALL BE THERMOPLASTIC PAINT. LLl
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. \ \ 3. ALL NCDOT PAVEMENT LINES SHALL BE POLYREA PAINT. J
STONE ROAD ^
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS �I C,z \ 4. ALL DIMENSIONS ARE TO FACE-OF-CURB UNLESS INDICATED OTHERWISE.
ASSOCIATED WITH RELOCATION. o 5. ALL CURB RADII ARE SUNLESS OTHERWISE INDICATED.
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND \ 6. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. V�� p
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH rn o \ 7. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS,AND OTHER TRAFFIC
RELOCATION SHALL BE INCLUDED IN THE BASE BID. 1000NTROL DEVICES WITH OTHER CONTRACTORS ON SITE. ��o° Fs�o9
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR \ �, 0 8. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS. SITE ENGINEERING PLANNING ENVIRONMENTAL Q
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. \ " a\ 0 9. CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS. Q
ANTHONY\ CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED1520 MEADOWVIEW DRIVE
�\ BY INSPECTOR TO INSURE POSITIVE DRAINAGE(TYPICAL AT ALL INTERSECTIONS). RoaD WILKESBORO,NC 28697 0
DAVID M.&CARMELAJ.MORRIS \ \ 10. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION IN
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\ 11. CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. N CAR ���, U
\ 1/2"KEBAB 12. ALL EXISTING ON-SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF-SITE, °� N ��` ''%� W
\ 6'WOOD SET INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON-SITE SHALL BE IDENTIFIED 4 oFESS
\ SHADOWBOX FENCE - TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS. LL.I
\ SEE DET.5/C904 \ \ 13. ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEE VICINITY MAP (NTSI A
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\ _ \ 14. ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL �
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PARCEL ID:356342 SOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE - 100 - EXISTING CONTOURS 08/21/2023 J
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6' m POINT OF BEGINNING
v ,p (TRACT 1&TRACT3) 2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT �.�`������������, w
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ENCLOSURE WITH / � S -o N=667,574.32' 3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY - LANDSCAPE BUFFER = G F = V
FOUND CART SCREEN a. SEE DET.8/C900 \0 E=1,577,767.48'
PRO LINE SEE DET.4/C90 �' GEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE : U)
\ \ � P EX. OVERHEAD ELECTRIC = .NCBELS#C-3448•
/ 1 SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
/ 10'• N : 4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST SS EX. SANITARY SEWER i 2•., • ;Q.
BE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R � ',Q'••.....•• �•
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E=1,577,609.69' �� , PARKING LOT SHERWIN WILLIAMS- KEM 4000
SCALE:
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R/W MONUMENT YELLOW B55Y300 1" = 30' (H)
TIE LINE
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S47°59'48"E\ R/W N.C.D.O.T.CONCRETE STRIPING-PARKING LOT 10.09' R/W MONUMENT �
DRY. TOP COAT SHERWIN
WILLIAMS-PROMAR TRAFFIC SHEET:
MARKING PAINT YELLOW TM5495
SURFACES SHOULD BE\ CLEAN,
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©COPYRIGHT 2023 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 I COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION GRADING NOTES Lij
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. ELpRNE \° \� 1 INV\809.26' AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR 1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL AND W
GRAB \ \ TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. \ \ ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY. w
B EC 2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED. �
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ° 3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR LLI
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. 1 \ \ \ N \ J
v ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS z \�0 \ \ \ STONE ROAD Z
.o \ \ SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF
ASSOCIATED WITH RELOCATION. n,o c THE FACILITY.
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND o \� \ 4. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE V� 0
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITHrn o m\ 101\ \ \ \ 1 SPECIFICATIONS. N eO s�o `0 U
RELOCATION SHALL BE INCLUDED IN THE BASE BID. \-09
01 \I N o 5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED. ��°o �s�oy
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR \ \II\ 1 v �o Q
m m \ 0 6. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE SITE ENGINEERING I PLANNING I ENVIRONMENTAL
o
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. \T �, o \ \ INV=808.50' ° U)
vl \ DISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR. 1520 MEADOWVIEW DRIVE Q
7. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. ANTHONY ROAD
8. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE-OUT AND MARK OUT THE ITEMS ESTABLISHED BY WILKESBORO,NC 28697 Q
\ N \ 336.844.4088 http://brec.biz LU
DAVID M.&CARMELAJ.MORRIS \ THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION.
\ D.B.1250,PG.196 1 °N N N\ LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH o z -
\ PARCEL ID:356100 G0f-oRIVE ` \ \ \ \ POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION. ��°P i w
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\\ \ I E � \ 9. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO STATEMENT °e`�� �N.FARO �•, W
° 1/2"REBAR POLE a� \ �, \ N � i�i
N \ EITHER IMPLIED OR EXPRESSED REGARDING CUT/FILL QUANTITIES. �� FESS '' �/ Lu
\ 6'WOOD \ j� o \ \ 10. ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE-ROLLED ENDS. ALL BANDS ARE O '
\ SHADOWBOX FENCE I /P� oo \ N \ TO BE HUGGER TYPE. Q� 9 LU
\ SEE DET.5/C904 ` - - POILY q 1 N INV=$08.18' \ 1 11. ALL STORM DRAINAGE PIPES SHALL HAVE 12" MINIMUM COVER. VICINITY MAP (NTS) _ �� A = m
\ UTILITY 12. ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 6" BELOW THE FINISHED -
\ - POLE \ \ iG � � �°\ ` \ FLOOR ELEVATION. C/�
13. ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH WATER TIGHT JOINTS AND DUAL WALL FITTINGS OR APPROVED
\ 3"PIPE 10\3a� 232g� _�� \ \ oP ,\ N y EQUAL. LEGEND / . ANC CN�e.�`\ G
NORMA JEAN HOLSHOUSER a NTT° b3 C \ " " 14. ALL PIPE LENGTHS GIVEN ARE TO THE CENTER OF STRUCTURES.
DC 101,PG.10 \ \\ FOUND - \ 'N p l _ � \ \ w _ _ l l I I 1 1 11 (n
P w 15. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY BENCHMARKS SUPPLIED AS PART OF THESE PLANS. PROPERTY LINE z
P.B.9995,PG.9259 �� _��� \ � z � �
PARCEL ID: 6342 \ R' " y \ 16. CONTRACTOR RESPONSIBLE FOR IDENTIFYING AND PERMITTING WASTE AND BORROW SITES AS NECESSARY.WASTE 08/21/2023 Q
1/2"REBAR \ = / / \ \ " AND BORROW SITES MUST BE NCDEQ APPROVED LOCATIONS. - 100 - EXISTING CONTOURS J
SET \ a,E.9941' - ,moo ���� / / 1 � 1\ \ \` 1 t
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1 \ \ l 8o92jc n� 800 / 1 19 N=667,417.23' U 0
E=1,577,803.41' NO WETLANDS ARE LOCATED ON 0
EL.=806.96'(NAVD 1988) I� \ THIS PROPERTY. DETERMINED BY W
DEREK GODDARD, PLS.
\ \ CURB INLET-1 \
NORMA JEAN HOLSHOUSER\ \ \ \ \ RIM:807.50 \ �� II \\ P 9 UTILITY/SIGNAL
DC 101,PG.10 � ° 15"HDPE INV IN:804.90 \ / 1 0l �\ P POLE
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CURB INLET-2 N=66 `� SOIL p \ \ \
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SEE DET.5/C904 \ \ L=25.67'
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25.67'
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4 ��/ ���Z STRUCTURE NAME DETAILS
5 � I� \ ° INV. IN =804.80 PREPARED FOR:
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CURB INLET 1 INV IN-804.90'
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RIM=806.85' THOMASVILLE, GA 31758
° INV. IN =803.25 CURB INLET 2 INV IN=804.44'
\ UTILITY/SIGNAL PIPE 4 15 INCH CONCRETE PIPE 84.75 1.18/0
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w SET �/ GPS ° \ / PIPE 5 18 INCH CORRUGATED HDPE PIPE 15.50' 0.56% OUTLET STRUCTURE
­N N.C.D.O.T.CONCRETE \ 4 INV. OUT=804.10 INV OUT=802.75
R/W MONUMENT ; DATE: REVISIONS:
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SEE DET.5/C902 \v/ / 2/ ()P PROJECT NUMBER:
WITH CONTECH METAL END SECTION �� Pe/ / �� FLARED END SECTION TC TOP OF CURB 3161142022
OR APPROVED EQUAL INSTALLED PER �� / �Y OUTLET PROTECTION TABLE
MANUFACTURERS RECOMMENDATIONS e / / PSI \ / W/OUTLET PROTECTION BC BOTTOM OF CURB F7777-
POINT OF BEGINNING(TRACT 2) / SEE DET.5/C902 PIPE NAME DIA(FT) Q DESIGN(CFS) RIP RAP D5,CALC(IN) RIP RAP D,,DESIGN(IN) L,(FT) W,(FT) Wz(FT) Da(FT) NCDOT CLASS J.EDWARDS
z"REBAR SET �� /j P2/ TOR TOP OF RAMP
N.C.GRID-NAD 83 SET c 00/ PIPE-3 1.50 7.28 3.20 5 6 4.50 8.50 1.50 A APPROVED BY:
N=D 83( 011)58.22' �� � � 1 - - � / BOR BOTTOM OF RAMP J.CHURCH
�� Q 10'EMERGENCY SPILLWAY PIPE-4 1.25 2.09 0.90 5 5 3.80 7.10 1.50 A
E=1,577,609.69' c�V co INV=802.17' / / TOW TOP OF WALL
c, � ELEV.=806.75 PIPE-5 1.50 7.07 3.10 5 6 4.50 8.50 1.50 A SCALE:
N.C.D.O.T.CONCRETE �� Q ' / / SEE DET.3/C904 BOW BOTTOM OF WALL 1" - 30' (H)
R/W MONUMENT INV 802.08' PIPE DESIGN TABLE -
= � BOD BOTTOM OF DITCH
TIE LINE e � (\/)
\ S47°59'48"E / N.C.D.O.T.CONCRETE PIPE NAME DIA(IN) INV UP INV DOWN LEN(FT) S(FT/FT) n Q MAX(CFS) Q DESIGN(CFS) V DESIGN(FT/S) BEFORE10.09' YOU DIG!
HP HIGH POINT
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\ e PIPE-1 15 806.25 804.90 133.30 0.010 0.012 7.00 2.36 5.10
CALL 1 -800-632-4949 EX.TC EXISTING TOP OF CURB SHEET:
\ e O GPS PIPE-2 15 804.80 804 66.80 0.005 0.012 5.10 3.70 4.50
EX. BC EXISTING BOTTOM OF CURB C200
PIPE-3 18 802.75 802.25 39.20 0.013 0.012 12.90 7.28 7.50 N.C. ONE-CALL CENTER 30 15 0 30 60
UTILITY PIPE 4 15 80325 80225 8480 0012 0012 760 209 520
EP EDGE OF PAVEMENT iiaTTEiiia\ � - . . . . . . . .
\POLE ITS THE LAW!
P PIPE-5 18 804.19 1 804.10 1 15.50 0.006 0.012 8.70 7.07 5.50 EC EDGE OF CONCRETE
©COPYRIGHT 2023 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.

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©COPYRIGHT 2023 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.

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LEVEL SPREADER DAM 80 TOP OF SAND _4"PERFORATED 00
PVC UNDERDRAINS INV.=802.75
OUTLET PROTECTION 805.00 @ 0.5%SLOPE
TOP OF#57 STONE 18"OF COURSE MASONRY 4"INV.=802.75 3'x 3 x 1'ANTI-SEEP COLLAR
SHWT<794.00(SEE BORING LOG#9 IN GEO-TECH REPORT) 803.50 SAND CONFORMING TO SHWT<794.00(SEE BORING LOG#9 IN GEO-TECH REPORT)
CLEANOUT "A
BOTTOM 803.00 STM C33 STD.
ALL MATERIAL LAYERS TO BE
79 SEPARATED BY 8oz NON-WOVEN 790
GEO-TEXTILE FILTER FABRIC
#57 STONE
4"PERFORATED PVC
\ UNDERDRAINS
W v
78 780 N
\ Z N
\o\ -0+10 0+00 1+00 1+60
_ o SAND FILTER NOTES:
s 3 FROM TOE
�\ OF SLOPE 1. ENSURE OUTLET STRUCTURE IS INSTALLED OUTSIDE OF SAND MEDIA. CFI►
,.1 ..' SECTION VIEW w
` \ :�.: ..... 2. ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TO
\ INSTALLATION OF AMENDED SAND. SCALE: 1" = 1O' LJ-J
` 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 U 0
ON CENTER. HDPE SHALL ADHERE TO AASHTO M252 SPECS.
FILTER CHAMBER 4. UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6"ABOVE SAND SURFACE. O U)
SAND MEDIA / 5. ALL SOD WITHIN BASIN SMALL BE BERMUDA GRASS OR EQUALIANT GROWN IN
,:.. :
s .. .1 615SF .x SANDY SOIL.
/ / /' SAND FILTER
df PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
/
PO BOX 6460
/ THOMASVILLE, GA 31758
j OUTLET STRUCTURE ` Lw
RIM.806.10 ��
/ 18"HDPE INV OUT:802.75 x\ 0-
SEE DET.2/C904
FLARED END SECTION DATE: REVISIONS:
W/OUTLET PROTECTION
SEE DET.5/C902
dl
10'EMERGENCY SPILLWAY
SHEET SIZE:
x / / ELEV.=806.75 24"x36"
SEE DET.3/C904
OUTLET PROTECTION �� /� / PROJECT NUMBER:
SEE DET.5/C902 e
WITH CONTECH METAL END SECTION M/ // 3161142022
OR APPROVED EQUAL INSTALLED PER �x \ W // / DRAWN BY:
MANUFACTURERS RECOMMENDATIONS\x\ �� ` / // / / J.EDWARDS
100
APPROVED BY:
J.CHURCH
SCALE:
PLAN VIEW
SCALE: 1" = 10' (v)
SHEET:
10 5 0 10 20 C202
©COPYRIGHT 2023 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.

MAINTENANCE PLAN W
GENERAL NOTES ANY OFF SITE BORROW AND WASTE REQUIRED FOR THIS 1 \�,\� I \ 1 COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION M EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. cn
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. PROJECT MUST COME FROM A SITE WITH AN APPROVED GRA�E�DRNE INV 809.26' AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR 1.
\ \ 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL B EC �
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. EROSION CONTROL PLAN, A SITE REGULATED UNDER THE \ ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY. COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE \ \ MANUAL. W
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS 1 \ \ \ N 3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER J
^
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY �.o \ o \ SKIMMER BASIN CALCULATIONS RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS STONE ROAD L.L
ASSOCIATED WITH RELOCATION. ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY o \ \ y 1. DA= 1.77ACRES AFTER ANY STORM EVENT.A RAINFALL GAUGE SHALL BE KEPT ON SITE,AND A RECORD OF RAINFALL AMOUNTS
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT �I� \ I \ 2. DU= 1.77ACRES AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
�`p O
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION m o \ I ol\ \ \ \ \ 5 SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY N Qo' s, .p U
m \ \ 3. to= minutes o0 oFs
RELOCATION SHALL BE INCLUDED IN THE BASE BID. OF WATER RESOURCES RULES AND REGULATIONS. n u� 9 I \- \ y 'n ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG �o
-gym I \ 0 4. i= 7.12 q
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR I \ I \ o ENGINEERING I PLANNING I ENVIRONMENTAL Q
R' �' I � 5. C= 0.6 FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL SITE o�
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. T �, o \ \ INV=808.50' PERMITS UNIT. �'
a\ \ \; 6. Q10= CiDA=(0.6)(7.12)(1.77)= 7.56 fi3/s 1520 MEADOWVIEW DRIVE Q
\ I 7. SA --325Q = 325 7.56 =2,457 ft2 4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND ANTHONY ROAD WILKESBORO,NC 28697 0
1 1 q - U- ( )( )- MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
\ DAVID M.&CARMELA J.MORRIS I N ` � 8. Vreq=1800DU- (1800)(1.77)-3,186 ft 336.844.4088 http://brec.biz LLJ
\ D.B.1250,PG.196 0� �,\ \ 9. L:W-3.0 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
\ \ I CAPACITY, REPAIR ANY BREAKS IMMEDIATELY. _
\ PARCEL ID:356100 E�pR�vE ` \ 10. depth=3.0 0 W
GRA 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY. �� _
\ \ ILIT , 12. V11. Apvd 10,935 ft3 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING G��S°�`� N`CgR .,, U
\ LIMITS OF DISTURBANCE 1/2"KEBAB POLE a \ \ 13. LEI 10 PROPER EROSION CONTROL MEASURES AT ALL TIMES. N •• ��� W
TEMP.DIVERSION - �
SET P WEIR- ESS i
\ 2.69±ACRES SEE DET 6/C904 \ o \ \ 14. V =3,186 ft3 8. IS IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN STABILITY AND PREVENT EROSION IN ALL pF
\ 'OO \ y \ 15. Treq =3 days DITCHES/SWALES. UTILIZE RECP OR STONE LINERS AS NEEDED IF PERMANENT GROUND COVER WILL NOT BE
\ POIL Y plQ� of \ N N \ 1 16. Qdewater - V �T - 1,062 ft3/d INSTALLED IMMEDIATELY AFTER GRADING. =A = m
INV=$08.18' VICINITY MAP (NTS)
\ UTILITY � - �� � � dewater- @top 2 dewater
POLE �Qi Gl \ _ -� - - - `I �°\ ` ; \ EROSION CONTROL CONSTRUCTION SEQUENCE �
_ I \ \ N I 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL
\ s �a 2g290'r al \ R` \ \ ` Iz DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING. T�' ��
NORMA JEAN HOLSHOUSER 'a PIPE NTT°10 3 al a� \ �o \ 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL LEGEND N C.CN
\ FOUND -� 1 oR' N1 II1��` (n
DC 101,PG.10 \ wo Gl d� \ o� \ \ W W UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. - - PROPERTY LINE z
P.B.9995,PG.9259 -�� \ -�m I\ N 3. SCHEDULE PRE-CONSTRUCTION MEETING WITH NCDEQ.
1/2"REBAR \ PARCEL ID:3� 342 \ \ Oy� l = 1 o c \ \ \ \ 4. STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. - 100 - EXISTING CONTOURS 08/21/2023 J
\ SET 6°55 5a'E 9947 \\ ,moo \ 1 \ I\ \` \ I 1 5. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
NT 6 \ \ o I\°\ A� OF CONSTRUCTION.
10o PROPOSED CONTOURS
POINT OF BEGINNI
(TRACT 1&TRACT ) 6. INSTALL PIPE-4 WITH INLET AND OUTLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO ���` 0�,
` - - BUILDING SETBACK REC, P •, W
'-"REBAR SET I PROVIDE ACCESS FROM CRESCENT ROAD. MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT .•' ,..•••..'9. J
Fv ND \ \ \ v' m \°\ \ N.C.GRID-NAD 83(�011) I SEDIMENTATION ONTO PUBLIC ROAD UNTIL SITE ASPHALT IS INSTALLED. --------- LANDSCAPE BUFFER :G��PO��F'. '' Q
0 DGED T-POST / \ / I G) °'
\ 01= N N=667,574.32' 7. PERFORM THE MINIMUM CLEARING NECESSARY TO INSTALL PHASE 1 EROSION CONTROL MEASURES. 0
PR� LINE \ \" \ ° 1,577,767.48' I 8. INSTALL SILT FENCE AND STONE OUTLETS)AT INDICATED AREAS.
\ \ \ \ o\ \ \ I P EX. OVERHEAD ELECTRIC .NCBELS#C-3448•
STONE OUTLET \ \ \ \\ /\ \ \ \ N N \\ I I 9. INSTALL SKIMMER BASIN AND MODIFIED OUTLET CONTROL STRUCTURE AND PIPE-3 WITH OUTLET PROTECTION. i
SEE DET.3/C902 \ \ / -� I & ATTACH FAIRCLOTH SKIMMER TO MODIFIED OUTLET CONTROL STRUCTURE. SKIMMER BASIN TO REMAIN IN SS EX. SANITARY SEWER ; ,y•.,• Q.
9 1 \ \\ PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN �,�O.Q '•••••....
RECEIVED BY NCDEQ AND THE TOWN OF ROCKWELL. \N EX. WATER •, �N CAR,,��• 0
10. INSTALL TEMPORARY DIVERSIONS AS NEEDED TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY FO EX. FIBER OPTICS Q
DIVERSIONS AS NEEDED DURING CONSTRUCTION AS GRADING PROGRESSES TO ENSURE POSITIVE DRAINAGE.
11. INSTALL CUT/FILL AS NEEDED AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE SILT FENCE
SILT FENCE SEE \ \ I y o ELEVATIONS AT BUILDING PAD. INSTALL STONE BASE AND CONCRETE PAD TO BEGIN BUILDING CONSTRUCTION.
DET.2/C902 \ \ PbILEY J N 12. CONTINUE WITH CUT/FILL INSTALL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE ■ LIMITS OF DISTURBANCE
\\ \� t\\ N \ \ SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS.
13. DURING CUT/FILL OPERATIONS, INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTIONS AND ALL
o N N - I I I UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED TO SKIMMER RIPRAP INLET PROTECTION
BASIN THROUGH AN EFFLUENT BAG.
� 14. WHEN GRADING REACHES SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS INSTALL STONE BASE TO
NORMA JEAN HOLSHOUSER PROTECT EXPOSED SOILS.
DC 101,PG.10 1 I n
P.B.9995,PG.9259 �� I 1 \- 9 �, \ 15. STABILIZE ALL OTHER EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING. OUTLET PROTECTION
PARCEL ID:356342 \ I \ \ ?° °\� \ 16. AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE TOWN OF ROCKWELL, REMOVE SKIMMER BASIN
�o\ y\ I \ TO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL
8�> \93 -o \\ m \ \ \ °\ I AND COMPLETE FINE GRADING. ENSURE CONVERSION IS COMPLETED DURING A PERIOD WITH NO EXPECTED
\ \ \\\ I PRECIPITATION TO ELIMINATE SEDIMENT LOSS. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS STONE OUTLET
GF�E���ReE� \ 1 z
3i I s N�Np�s���cNo11 \ 9 COMPLETELY STABILIZED.
A PIPE FOUND EMP� �yc 5ic9 16.1. BEGIN CONVERSION BY REMOVING BAFFLES, FAIRCLOTH SKIMMER,AND OUTLET STRUCTURE
N.C.GRID-NAD 83(2011) R MP' E� ° MODIFICATIONS.
N=667,486.80' \ GESO \ \ I - - \ \ oZ \� \\ \ \
E-1,577,609.69' ` \ N L - - - / \ L G I N N \ 16.2. REMOVE ACCUMULATED SEDIMENT AND EXCAVATE SUBGRADE ARE FOR UNDERDRAIN AND SAND W CV
\ \ I ��, \ INSTALLATION. DISPOSE OF EARTHEN WASTE AT AN APPROVED SITE OR STABILIZE ONSITE WITHIN Z CV
\ \ \ I I 1-� \ \ I PERMITTED DISTURBANCE BOUNDARY.
\ o � I �' T m TEMP.DIVERSION
I I 1.0�� \ ° SEE DET.6/C904 16.3. INSTALL EMERGENCY SPILLWAY PER PROJECT DETAILS. J N
\ o I_o w 16.4. INSTALL SEPARATION FABRIC, STONE FILTER, UNDERDRAIN PIPES WITH CLEANOUTS, SAND MEDIA,AND
\ \ \ \ \ ) \ 1.� u�z \ N I OTHER SAND FILTER ELEMENTS PER PROJECT DETAILS. w
\ \ \ / \ m \ I 16.5. INSTALL SOD OR OTHER SAND FILTER SURFACE PROTECTION PER PROJECT DETAILS. w
STOCKP�E I / \ 1 A \ N.C.D.O.T.CONCRETE 17. INSTALL REMAINING PERMANENT LANDSCAPING. Uj\ R/W MONUMENT 18. DO NOT REMOVE REMAINING EROSION CONTROL MEASURES UNTIL APPROVAL IS RECEIVED FROM NCDEQ.
N.C.GRID-NAD 83(2011)
N=667,417.23' 19. AFTER FINAL MEASURES ARE REMOVED, COORDINATE CLOSEOUT INSPECTION WITH NCDEQ TO VERIFY SITE 0
° E=1,577,803.41' STABILIZATION. 0
I
EL.=806.96'(NAND 1988)
NORMA JEAN HOLSHOUSER \ \
\ / \ 1 ��I II � � UTILITY/SIGNAL
DC 101,PG.10 /' / \ I of P POLE
P.B.9995,PG.9259 3i PIPE/ I \ N.C.D.O.T.CONCRETE �-
PARCEL ID:356342 FOUNV //� / R/W MONUMENT _ P {,/
N.C.GRID-NAD 83�(20 SI15
GUTILITII/POLEE -1,577,
806,00'(144b 1988)
\ � ° \ /
CURVE
I �\ R= 30. ANTHONY\ �/ a ) 9 ANTHONY ROAD
CH= 43° '26"W x / a a 1 I \ 60' PUBLIC RIW
25.67'
SIGNAL LIGHT \ W
9 �� \ \ /�� ��' , / \ I INTERSECTION w
'REB \
SEy i -
, \ ° \ \ , PHASE 1 ESC PLAN
I . Qo' . /.`� / / I y
2"PIPE // �� / / 17 i W � \ o N ` I PREPARED FOR:
M TERAMORE DEVELOPMENT, LLC
// \ FOUND
/ � ♦ � STONE OUTLET � \ I \ N /
SEE DET.3/C902 / o \1 ' 9 PO BOX 6460
TEMP.INLET I 1y \ I THOMASVILLE GA 31758
PROTECTION �j 9 N\ /
SEE DET.6/C902 o / \ 9
U ''' S UTILITY/SIGNAL P P P P -P P UTILITY/SIGNAL
p o POLE:/ Z 6� TEMP.CONSTRUCTION I POLE / POLE
/ p \ EB / ENTRANCE SEE DET.VC902
// \ STONE OUTLET / \ z ET / `\ GPS I N.C.D.O.T.CONCRETE °
/ \ SEE DET.3/C902 \ , , / �' R/W MONUMENT \ y DATE: REVISIONS:
/ \ BENJAMIN H&MARY H.DUNAWAY
/
/ D.B.1275,PG.903 ���� / N6,9 q'P \
/ 2
// \\ PARCEL ID:356104 \ I / ;oQ ) ��� �
40'Wx100'Lx3'D / �� �Pp o \ �
/ SKIMMER BASIN \ (•^ti' / o
1.5"FAIRCLOTH SKIMMER �x M
W/1.2"KNOCKOUT ORIFICE xx w �^F�
SEE DET.1-2/C903 /P�QQ O� / P� %
OUTLET STRUCTURE /��c 1e / 5 °
SEE DET.4/C903
10'EMERGENCY �L \\ Qt�� / " �� \ SHEET SIZE:
SPILLWAY ELEV.=805.00 , 2/ \ \ STABILIZATION TIMEFRAMES
SEE DET.3/C903 �� oP� x \ oo� / °P
OUTLET PROTECTION� \ / Q � d UTILITY \ 0 24 x36
POLE
SEE DET.5/C902 \ � � / OP PROJECT NUMBER:
WITH CONTECH METAL END SECTION \ PQ/ / P2 Q- \ \ SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS 3161142022
OR APPROVED EQUAL INSTALLED PER \ `� / / '' �� FLARED END SECTION T
MANUFACTURERS RECOMMENDATIONS x x e / / PSI \ �� / W/OUTLET PROTECTION ° PERIMETER DIKES,SWALES,DITCHES, DRAWN BY:
POINT OF BEGINNING(TRACT 2) / �5 SEE DET.5/C902 SLOPES 7DAYS NONE J.EDWARDS
z"REBAR SET 2/ �� APPROVED BY:
N.C.GRID-NAD 83(2011) �� �c, °P I 1
N=667,158.22' ��� �� ,vQ - - -/� HIGH QUAILTY WATER(HQW)ZONES 7 DAYS NONE J.CHURCH
E=1,577,609.69' c� co INV=802.17' ,
° IF SLOPES ARE 10'OR LESS IN SCALE: - '
N.C.D.O.T.CONCRETE �� Q ' /
R/W MONUMENT s SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER ill - 30 H
LINE
INN=802.08' THAN 2:1,14 DAYS AREA ALLOWED. (/)
S47E59'48"E /e BEFORE YOU DIG!
N.C.D.O.T.CONCRETE
\ 10.09' e GPS R/W MONUMENT_ /
Q 7 DAYS FOR SLOPES GREATER
CALL 1 -V 00-632-4949 SLOPES 3:1 OR FLATTER 14 DAYS THAN 50'LENGTH SHEET:
N.C. ONE-CALL CENTER ALL OTHERFLATTER THAN 4:SLOPES 14 DAYS NONE,EXCEPT
AND HQW ZONES METERS 30 15 0 30 60 C300
\ UTILITY ��° ITS THE LAW!
\POLE e SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
P
©COPYRIGHT 2023 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.

MAINTENANCE PLAN w
GENERAL NOTES ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS \ \� \� I \ \ COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. (J)
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. PROJECT MUST COME FROM A SITE WITH AN APPROVED GRN* 1) NE INV 809.26' AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
\ \ 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL B EC �
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. EROSION CONTROL PLAN, A SITE REGULATED UNDER THE \ ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY. COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE \ MANUAL. w
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS \ \ \ \ N 3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
� STONE ROAD J
Z Z \ \ ^
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY �.o \ o \ SKIMMER BASIN CALCULATIONS RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS L.L
ASSOCIATED WITH RELOCATION. ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY o c \ \ y 1. DA= 1.77ACRES AFTER ANY STORM EVENT.A RAINFALL GAUGE SHALL BE KEPT ON SITE,AND A RECORD OF RAINFALL AMOUNTS
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT \� \ I \ 2. DU= 1.77ACRES AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
�`p O
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION o \ o�\ \ \ \ \ 5 SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY N Qo' si .pie' U
m \ \ 3. t,= minutes o0 oFs
RELOCATION SHALL BE INCLUDED IN THE BASE BID. OF WATER RESOURCES RULES AND REGULATIONS. n u� 9 \- \ y in ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG �o
\ 0 4. i= 7.12 q
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR \ \ \ o ENGINEERING I PLANNING I ENVIRONMENTAL Q
R' �' \ � 5. C= 0.6 FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL SITE o�
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. T �, o \ \ INV=808.50' PERMITS UNIT.
a\ \ \; 6. Q10= CiDA=(0.6)(7.12)(1.77)= 7.56 fi3/s 1520 MEADOWUIEW DRIVE Q
\ \ 7. SA --325Q = 325 7.56 -2,457ft2 4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND ANTHONYRpgp 520 ESBORO,NC DRIV 0
\ 1 req- 10= ( )( )- MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
\ DAVID M.&CARMELA J.MORRIS \ N ` � 8. Vreq=1800DU= (1800)(1.77)-3,186 ft 336.844.4088 http://brec.biz LLJ
\ D.B.1AR PG. J. 0� \ \ 9. L:W=3.0 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
\ \ CAPACITY, REPAIR ANY BREAKS IMMEDIATELY. _
\ PARCEL ID:356100 E�pR�vE ` \ \ 10. depth=3.0 Z°
GRA 0 LLJ 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY. �� _
\ ILIT \\ 12. VApvd 10,935 ft0 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING G��S° ��`'N`CgR''�.,, U
\ LIMITS OF DISTURBANCE 1/2"REBAR POLE a ` \ 13. Lpvd 10, PROPER EROSION CONTROL MEASURES AT ALL TIMES. N •• ��� ''�� LLJ
SET a m \ WEIR- ESS i
\ 2.69±ACRES o 1 \ 14. Vreq 3,186 fi3 8. IS IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN STABILITY AND PREVENT EROSION IN ALL :�pF 9 i
\ UTIL Y �'OO 1 N \ 15. Tdewater 3 days DITCHES/SWALES. UTILIZE RECP OR STONE LINERS AS NEEDED IF PERMANENT GROUND COVER WILL NOT BE Q _ �J.J
\ POL \ INV=\808.18' \ \ 16. Q - V �T - 1,062 fC3/d INSTALLED IMMEDIATELY AFTER GRADING. -A - m
\ UTILITY - dewater- @ top p dewater VICINITY MAP (N TS) _ _
\ \ POLE \ \ _ -�/- - - `\ �°\ ` N \ EROSION CONTROL CONSTRUCTION SEQUENCE
\\ 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL �Q' '
\ \ - \ GINS .. ' C,
\ 232g0 � \ \ �\ \ Iz DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.
NORMAJEANHOLSHOUSER 4'PIPE N��°�o'sa �� \ 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL LEGEND �, NC.CN�\���
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1/2"REBAR z
\ m �\ \ \\` \ I ` \ 5. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
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FO ND \ \ _� N N=667,574.32' \ 7. PERFORM THE MINIMUM CLEARING NECESSARY TO INSTALL PHASE 1 EROSION CONTROL MEASURES.
\ � m 1 \ N 1,577,767.48' 1
PR \ LINE \ l \\ \ \\ o\ ` )\ I 8. INSTALL SILT FENCE AND STONE OUTLET(S)AT INDICATED AREAS. P EX. OVERHEAD ELECTRIC NCBELS#C-3448? = U)
STONE OUTLET \ \\ \\ \ \\ 91 \ \ N \ I \ 9. INSTALL SKIMMER BASIN AND MODIFIED OUTLET CONTROL STRUCTURE AND PIPE-3 WITH OUTLET PROTECTION. Z
SEE DET.3/C902 \ \ \& ATTACH FAIRCLOTH SKIMMER TO MODIFIED OUTLET CONTROL STRUCTURE. SKIMMER BASIN TO REMAIN IN SS EX. SANITARY SEWER i ,y•.•• Q. 0
9 \ \ \\ PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN ��'Q '•••••••��,����� z
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DIVERSIONS AS NEEDED DURING CONSTRUCTION AS GRADING PROGRESSES TO ENSURE POSITIVE DRAINAGE.
11. INSTALL CUT/FILL AS NEEDED AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE SILT FENCE
SILT FENCE SEE \ \ \ y o ELEVATIONS AT BUILDING PAD. INSTALL STONE BASE AND CONCRETE PAD TO BEGIN BUILDING CONSTRUCTION.
DET.2/C902 \ \ PbILEY J N 12. CONTINUE WITH CUT/FILL INSTALL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE ■ LIMITS OF DISTURBANCE
nn \ \ SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS.
\ \\ \ \ ao 13. DURING CUT/FILL OPERATIONS, INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTIONS AND ALL
N N \ \ UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED TO SKIMMER
G I BASIN THROUGH AN EFFLUENT BAG. RIPRAP INLET PROTECTION
/ \ \ C I 14. WHEN GRADING REACHES SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS INSTALL STONE BASE TO
NORMA JEAN HOLSHOUSER PROTECT EXPOSED SOILS.
DC 101,PG.10 \ \ I n
P.B.9995,PG.9259 �� \ \ 15. STABILIZE ALL OTHER EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING. OUTLET PROTECTION
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y\ 1 \ TO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL
\� m \�\ AND COMPLETE FINE GRADING. ENSURE CONVERSION IS COMPLETED DURING A PERIOD WITH NO EXPECTED
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TEMP.INLET COMPLETELY STABILIZED.
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\\ \\ \ /) \�=zI \ N \ OTHER SAND FILTER ELEMENTS PER PROJECT DETAILS. W
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\ \ / aog Q - - � I \ R/W MONUMENT \ 18. DO NOT REMOVE REMAINING EROSION CONTROL MEASURES UNTIL APPROVAL IS RECEIVED FROM NCDEQ.
\ / ,_ - - - \ \ N.C.GRID-NAD 83(2011)
\\ N=667,417.23' 19 AFTER FINAL
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CURB INLET-1
NORMA JEAN HOLSHOUSER \ / \ RIM:807.50 \ �� II \ P UTILITY/SIGNAL
DC 101,PG.10 /' / ` \ 15"HDPE INV IN:804.90 \ oI \ P -P POLE
P.B.9995,PG.9259 3i PIPE/ 15"HDPE INV OUT:804.80 N.C.D.O.T.CONCRETE
PARCEL ID:356342 FOUNV //j / R/W MONUMENT
I\\CURB INLET-2 N.C.GRIDN A6683(2011) - ^, 9 SIG UTIIATL/
'RIM:806.85 808 =1,57 // /� L/E I
/ I `15"HDPE INV IN:804.44 DEL= NAVD 1988)
` / 1 18"HDPE INV OUT:804.19
o /
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CH=S43°09'26"W X GP / ° \ \ \ 60' PUBLIC RIW
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\ X TEMP.CONCRETE PREPARED FOR:
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2"PIPE O� ° DET.4/C902 °
/ \ FOUND d / j ` Q/ / / STONE OUTLET \ \ y / M TERAMORE DEVELOPMENT, LLC
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TEMP.INLET PROTECTION I � / 1 9 / THOMASVILLE, GA 31758
/ \ \ SEE DET.6/C902 - / N\ /
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/ \ SEE DET.3/C902 \ / / / °' R/W MONUMENT °
/ \ \ DATE: REVISIONS:
/ \ BENJAMIN H&MARY H.DUNAWAY \ TEMP.CONSTRUCTION 116,9ROgp
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° IF SLOPES ARE 10'OR LESS IN SCALE: - '
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\ S47°59'48"E / BEFORE YOU DIG!
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\ 10.09' e GPS R/W MONUMENT_ /
Q 7 DAYS FOR SLOPES GREATER
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\ UTILITY ��° _ , IT'S THE LAW!
\POLE e SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
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©COPYRIGHT 2023 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.

\� \ MAINTENANCE PLAN L1J
GENERAL NOTES ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS 1 1� \� I \ 1 COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. (J)
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. PROJECT MUST COME FROM A SITE WITH AN APPROVED GRN* 1) IVE INV 809.26' AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
\ \ 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL B EC �
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. EROSION CONTROL PLAN, A SITE REGULATED UNDER THE \ ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY. COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE ° ` MANUAL. L1J
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS 1 \ 1 \ N 3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
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Z Z \ \ ^
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY z \ o \ RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS z L.�
ASSOCIATED WITH RELOCATION. ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY o \ \ y AFTER ANY STORM EVENT.A RAINFALL GAUGE SHALL BE KEPT ON SITE,AND A RECORD OF RAINFALL AMOUNTS
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT o �1� \ I \ AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
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WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION o m\ 9 o�\ \ \ \ 1 SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY N Qo' sio .pie' U
RELOCATION SHALL BE INCLUDED IN THE BASE BID. OF WATER RESOURCES RULES AND REGULATIONS. m �\ \- \I N o ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR I \11\ \ o ENGINEERING I PLANNING I ENVIRONMENTAL Q
m m 1 o FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL SITE o�
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. \T �, y1 \ \ \ INV=808.50' U�
PERMITS UNIT. 1520 MEADOWUIEW DRIVE Q
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND ANTHONYROgp
1 �19 MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. WILKESBORO,NC 28697 0
\ DAVID M.&CARMELAJ.MORRIS 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF 336.844.4088 http://brec.biz LLJ
\ D.B.1250,PG.196 \ �� ; \ 1 CAPACITY, REPAIR ANY BREAKS IMMEDIATELY. >
\ PARCEL ID:356100 GRN� PNE ` N \ \ 1 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY. ��°Po = Lu
\ ILIT \ 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING �5° ��` CgR ., U
\ LIMITS OF DISTURBANCE 1/2"REBAR POLE o
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\ moo \ N \ DITCHES/SWALES. UTILIZE RECP OR STONE LINERS AS NEEDED IF PERMANENT GROUND COVER WILL NOT BE Q� 9 ' Y LLl
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\\ POLE UTILITY \ �\ _ -�/- - - `1 �°\ ` N \ EROSION CONTROL CONSTRUCTION SEQUENCE
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NORMA JEAN HOLSHOUSER 4'PIPE N��°�o'sa �� \ 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL LEGEND N�\���
\ FOUNG. �� 1 o
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P.B.9995,PG.9259 �,►� \ m N o 3. SCHEDULE PRE-CONSTRUCTION MEETING WITH NCDEQ.
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1/2"REBAR � _� . z
\ m �\ \ \\` \ I ` 1 5. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
SET \ a,E,gg4l' \� ,6
NTa°5 0 1\o\ ° o AG OF CONSTRUCTION. 100 PROPOSED CONTOURS
R, POINT OFBEGINNI
(TRACT 1&TRACT))
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m z"REBAR SET PROVIDE ACCESS FROM CRESCENT ROAD. MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT - BUILDING SETBACK �FtEC. ...
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FO ND \ ;e, _� N AN=667,574.32' 1 7. PERFORM THE MINIMUM CLEARING NECESSARY TO INSTALL PHASE 1 EROSION CONTROL MEASURES. �' t (�
PR� LINE \ � \ \" 1 \ 1E=1,577,767.48' 8. INSTALL SILT FENCE AND STONE OUTLETS AT INDICATED AREAS.
\ ( ) P EX. OVERHEAD ELECTRIC :NCBELS#C-3448:
STONE OUTLET \ \ \ \ :" \\ 1 \ \ N \ I 1 9. INSTALL SKIMMER BASIN AND MODIFIED OUTLET CONTROL STRUCTURE AND PIPE-3 WITH OUTLET PROTECTION. �
SEE DET.3/C902 \ \ \ \ 1 \ N \ \& I ATTACH FAIRCLOTH SKIMMER TO MODIFIED OUTLET CONTROL STRUCTURE. SKIMMER BASIN TO REMAIN IN SS EX. SANITARY SEWER s,2o.,,...•••••...;`�Q.;:
\ \ \ •: _ / _ ` G 1 PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN .Q v z
RECEIVED BY NCDEQ AND THE TOWN OF ROCKWELL. '�•,,���C�������•�' O
W EX. WATER rH CARD •
10. INSTALL TEMPORARY DIVERSIONS AS NEEDED TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY
DIVERSIONS AS NEEDED DURING CONSTRUCTION AS GRADING PROGRESSES TO ENSURE POSITIVE DRAINAGE. FO EX. FIBER OPTICS Q
s \ \ \ �I 11. INSTALL CUT/FILL AS NEEDED AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE SILT FENCE
SILT FENCE SEE \ \ \ y o ELEVATIONS AT BUILDING PAD. INSTALL STONE BASE AND CONCRETE PAD TO BEGIN BUILDING CONSTRUCTION.
DET.2/C902 \ \ .g \ \ PbILEY 12. CONTINUE WITH CUT/FILL INSTALL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE m m m m ■ LIMITS OF DISTURBANCE
\ \ \ DOLLAR GENERAL INV.=807.08' ` \ SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS.
\ \ 13. DURING CUT/FILL OPERATIONS, INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTIONS AND ALL
\ \ 1 F.F.E. SF I I � \ o_ 1 UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED TO SKIMMER
E. -810.00 \ \ co N ` G I 1 BASIN THROUGH AN EFFLUENT BAG. RIPRAP INLET PROTECTION
7 / \ � \ \ C I 14. WHEN GRADING REACHES SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS INSTALL STONE BASE TO
NORMA JEAN HOLSHOUSER \ 6-6"ROOF DRAINS I 1 PROTECT EXPOSED SOILS.
DC 101,PG.10 \ W/SPLASHBLOCK \
P.B.9995,PG.9259 �� SEE DET.8/C901 \ \- \ \ INV.=806.70' \ 15. STABILIZE ALL OTHER EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING. OUTLET PROTECTION
PARCEL ID:356342 I I . 16. AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE TOWN OF ROCKWELL, REMOVE SKIMMER BASIN
TO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL
AND COMPLETE FINE GRADING. ENSURE CONVERSION IS COMPLETED DURING A PERIOD WITH NO EXPECTED
' m \ \ PRECIPITATION TO ELIMINATE SEDIMENT LOSS. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS STONE OUTLET
F���-� Rego N
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N.C.GRID-NAD 83(2011) M ' pE 8 o DET.6/C902 -�v N
l 7,486.80' gEE o \ • 1 0 o m \ \ MODIFICATIONS.
EN 1,577,609.69' \\ F�NGE \ \\ \ 8 - - - ��� I \�m \ \1 \ 1 N \\ i 1 16.2. REMOVE ACCUMULATED SEDIMENT AND EXCAVATE SUBGRADE ARE FOR UNDERDRAIN AND SAND W CN
\ A � \ INSTALLATION. DISPOSE OF EARTHEN WASTE AT AN APPROVED SITE OR STABILIZE ONSITE WITHIN Z CV
\ I •\ ' .\: " :d I \ \ \ \� 1 PERMITTED DISTURBANCE BOUNDARY.
\ ` I 2-PLANTER DRAIN �' �' r" m ■
r \ \ \ I SEE DET 7/C904 1 0 m \ 16.3. INSTALL EMERGENCY SPILLWAY PER PROJECT DETAILS. W J
\\ \ \ I ?'•. �.'Q : :• ' I_o w \ \ ° 16.4. INSTALL SEPARATION FABRIC, STONE FILTER, UNDERDRAIN PIPES WITH CLEANOUTS, SAND MEDIA,AND CN
\ : :., =zI \ N 1 OTHER SAND FILTER ELEMENTS PER PROJECT DETAILS. W
\ \ I m \ I 16.5. INSTALL SOD OR OTHER SAND FILTER SURFACE PROTECTION PER PROJECT DETAILS. w
( d'� \ \ �Q "fl b \ N.C.D.O.T.CONCRETE
cry a0g Q 0 A \ \ � R/W MONUMENT 17. INSTALL REMAINING PERMANENT LANDSCAPING.
N.C.GRID-NAD 83(2011) 1 18. DO NOT REMOVE REMAINING EROSION CONTROL MEASURES UNTIL APPROVAL IS RECEIVED FROM NCDEQ.
1 \ I \ 1 N=667,417.23' 19. AFTER FINAL MEASURES ARE REMOVED, COORDINATE CLOSEOUT INSPECTION WITH NCDEQ TO VERIFY SITE O
� E=11577,803.41' STABILIZATION. O
?�EL.=806.96'(NAND 1988) 1 U)
\ \ 1 CURB INLET-1 o II `y\
NORMA JEAN HOLSHOUSER 1 co RIM:807.50 \ d \ UTILITY/SIGNAL
/ \ 15"HDPE INV IN:804.90 \ \
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N � N.C. ID-NAD 83(2011)
`\ \ CURB INLET-2 N=66 SIG
WAL p \ \
'RIM:806.85 808 a0a ==66 //~ � /� LEI -
\/ I 1,57
115"HDPE INV IN:804.44 NAVD 1988) e \
/ 18"HDPE INV OUT:804.19
Z CURVE DATA_
P�p� a06 R=1030.00' ANTHONY ROAD
CH=S43°09'26"W X GP \ 1 \ 60 PUBLIC RIW
25.67'
\ / ��� SIGNAL LIGHT \ w
9���` \ \ a �6� INTERSECTION wvd-
\ w oQ /w
\ FLARED END SECTION /� �0^� / /�P'" I SEy REB w /
\ W/OUTLETPROTECTION // �0�0�O' /� I //' -807- -� FINAL PHASE ESC PLAN
\ SEE DET.5/C902 \ �c� �I// � � \ o ` � I /
TEMP.CONCRETE
I/ �. �/• / /P5 WASHOUT SEE �
PREPARED FOR:
2"PIPE \ Q�Q- / / ° DET.4/C902
/ FOUND \ o / Q, STONE OUTLET \ ` I TERAMORE DEVELOPMENT, LLC
w/NAIL \ o�. I
INV=SEE oc DET.3/C1 / 1 0 \ I 9 PO BOX 6460
TEMP INLET I I \ I THOMASVILLE GA 31758
/ PROTECTION
SEE DET.6/C902
q° \ UTILITY/SIGNAL
INV=804.06' / UTILITY/SIGNAL P P P P -P P POLE
POL POLE
/ �;;�t�.:'':;�,'•'.•�•: - SET ��6 P2 /` ° \ �STONE OUTLET �' •:;` ' \ INN=803.49' N.C.D.O.T.CONCRETE
// \ SEE DET.3/C902 CP ) / /�
-' "� R/W MONUMENT \ Tn DATE: REVISIONS:
BENJAMIN H&MARY H.DUNAWAY
/ D.B.1275,PG.903 ���� . / / N6,9 �DR/t4, \ I
/ \ PARCEL ID:356104 `
/ O o \
� INV=803.22' ��
\ \ M
OUTLET STRUCTURE'S
uwj
RIM:806.10 0 / 4% / o \ ` \
Iz
18"HDPE INV OUT:802.75 �\ 0- �? Q 6p
SEE DET.\/C904
�Ga ��, // STABILIZATION TIMEFRAMES SHEET SIZE:
UTILITY \ o
OUTLET PROTECTION\ \ i 24 x36
POLE
SEE DET.5/C902 % / pQ' \\ \ SITE AREA DESCRIPTION STABILIZATION TIMEFRAMEEXCEPTIONS PROJECT NUMBER:
WITH CONTECH METAL END SECTION �� Qe/ / P2 �' 3161142022
OR APPROVED EQUAL INSTALLED PER �� `� / '' FLARED END SECTION T
MANUFACTURERS RECOMMENDATIONS e / GPS I \ G / SEE UTLET DET.DET 5 C PROTECTION o PERIMETER DIKES,SWALES,DITCHES, 7 DAYS NONE DRAWN BY: J.EDWARDS
POINT OF BEGINNING(TRACT 2) / �5 \ SLOPES
z"REBAR SET \� °' 2/ �� APPROVED BY:
00
N.C.GRID-NAD 83(2011) ����4,1 �P I 1
N=667,158.22' ��� �� Q - - / HIGH QUAILTY WATER(HQW)ZONES 7 DAYS NONE J.CHURCH
� ,�, / 10'EMERGENCY SPILLWAY \
E=1,577,609.69' co INV=802.17' /
c, � ELEV.=806.75 SCALE:
N.C.D.O.T.CONCRETE �� Q ' / / SEE DET.3/C904 IF SLOPES ARE 10'OR LESS IN
R/W MONUMENT
E LINE e s SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER 1" = 30' (H)
INN=802.08'
S47°5948"E / BEFORE YOU DIG!
THAN 2:1,14 DAYS AREA ALLOWED.
N.C.D.O.T.CONCRETE
10.09, e GPS R/W MONUMENT /
Q 7 DAYS FOR SLOPES GREATER
CALL 1 -V 00-632-4949 SLOPES 3:1 OR FLATTER 14 DAYS THAN 50'LENGTH SHEET:
N.C. ONE-CALL CENTER ALL OTHERFLATTER THAN 4:SLOPES 14 DAYS NONE,EXCEPT
AND HQW ZONES METERS 30 15 0 30 60 C302
\ UTILITY ��° _ IT'S THE LAW!
POLE e SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
P
©COPYRIGHT 2023 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 \ 9 \� \ \
ON-SITE UTILITY NOTES LL1
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. GRA�E�pRNE \ INV 809.26' 1. FOR GENERAL SITE WORK, SEE SHEET C100.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. N ` \ 2. ALL WATER DISTRIBUTION PIPE SHALL BE DUCTILE IRON WATER PIPE CONFORMING TO ALL STATE AND LOCAL L1J
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
\. m \ STANDARDS. B EC W
\m 3. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 OR GREATER.
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. \ \ N J
z z \ \ 4. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC PIPE FOR GRAVITY FLOW AND SCH 40 FOR PRESSURED FLOW STONE ROAD
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS � m \ \ z
0 c \ \ ° (BEDDED IN STONE)CONFORMING TO ALL STATE AND LOCAL STANDARDS.
ASSOCIATED WITH RELOCATION. 1� \ \ N \ 5. FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON (PUSH-ON TYPE JOINT) CONFORMING TO ANSI AND AWWA �'
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND -r V. 0
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH o m\ oI\ \ \ \ \ STANDARD SPECIFICATIONS. N moo' so �p�e' (�
RELOCATION SHALL BE INCLUDED IN THE BASE BID. ` p 9 �\ \_ \\ y 7, 6. PIPE AND FITTINGS 3 AND SMALLER ARE TO BE EITHER PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS OR SOFT moo Fs�
-' o K-COPPER. GATE VALVES SHALL BE TELESCOPE TYPES.ALL VALVES MUST BE MUELLER, M&H OR KENNEDY AND BE o� °90 ENGINEERING PLANNING ENVIRONMENTAL Q
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR \ \ \ \
T Z -� INV=808.50' 1 RATED 175 PSI WORKING PRESSURE AND 300 PSI HYDROSTATIC TEST PRESSURE. ALL VALVES WILL BE OPEN LEFT SITE oo�
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. -� o\ \ \ \
AND BE CAST OR DUCTILE IRON BODIED. 152o MEADOWUIEW DRIVE Q
\ y 1 7. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3'ABOVE THE TOP OF THE PIPE. ArvTHorvvRoaD 0
�\9 WILKESBORO,NC 28697
\ DAVID M.&CARMELAJ.MORRIS \ ` \ \ 8. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS 336.844.4088 http://brec.biz LLJ
\ D.B.1250,PG.196 \ v N \ TEN FEET (10'). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND
\ PARCEL ID:356100 SEWER LINE IS EIGHTEEN INCHES(18"). �0
\ GRA ILIT 9. THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS. �o� \� ��i� LLI
\ \ 1/2"REBAR POLE a \ 10. DIMENSIONS SHOWN ARE CENTERLINE OF PIPE OR FITTINGS. G�� N �� `�H GAF? i�i LLJ
\ 6'WOOD \ �� �1 N \ \\ ` 11. ALL SPRINKLER, DOMESTIC,AND SANITARY LEADS TO THE BUILDING SHALL END S FROM THE EDGE OF BUILDING AS oFESS
\ SHADOWBOX FENCE /P- °� y \ SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND W
\ SEE DET.5/C904 PTOILLY \ 1 1 INV-\808.18' \ \ EXTEND AS NECESSARY). r :A = m
\ UTILITY - - 12. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE. SEE SITE VICINITY MAP (NTS) _ -
\ POLE \ _ -�G � �_ �°\ ` ; \ WORK SPECIFICATIONS.
13. ALL GATE VALVES/BOXES SHALL BE TO TOWN/CITY STANDARDS. �Q. •'�
REUSE EXISTING GINS C1 `
�n 14. ALL TRENCHING, PIPE LAYING,AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS.
P ,\ WATER METER 15. SEE SITE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS. LEGEND TAN CN�Q,���
NORMA JEAN HOLSHOUSER \ 4"PIPEFOUND Nil°��38 I/I i \ \���, 1 ?. (VERIFIED WITH SRU) 16. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS rCi
DC 101,PG.10 PROPERTY LINE
P.B.9995,PG.9259 \ \ z SYSTEM PRIOR TO COMPLETION. Z
PARCEL ID: 6342 \ �' �" " ` \ 17. INSTALLATION OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS. 08/21/2023 J
1/2"REBAR \ \ = p�11/ / -� 3/4"RPZ(DOMESTIC)WITH \ - loo - EXISTING CONTOURS
GON / \ \ HEATED ENCLOSURE 18. SEE ELECTRICAL PLAN FOR SITE LIGHTING LAYOUT.
\T g941 \ \ Ev�G/ / \ r I I I \ 19. SEE'M'SHEETS FOR CONTINUATION OF FACILITIES INTO AND OUT OF THE BUILDING. 10o PROPOSED CONTOURS a_
POINT OF BEGINNING •••�•�•••
20. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL POWER PROVIDER FOR THE LOCATION OF THE ��• •�
(TRACT 1&TRACT)) \ �� ��,
m \ TRANSFORMER AND ANY NECESSARY CONDUITS. - - BUILDING SETBACK �• FtEC, .. �, UJI
z'REBAR SET � � ;• � ,.•...., 9, �, J
z \°\ \ \� N.C.GRID-NAD 83(�011) 21. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL TELECOMMUNICATION PROVIDER THE LOCATION LANDSCAPE BUFFER G��PO .•• '�
FLl(�GGEDT-POST / \G1 � _________ Q
I ., .: a \ \ N N-667,574.32' 1 OF ANY PEDESTALS AND NECESSARY CONDUITS. F U
\ o v N 1,577,767.48'
PR�ND LINE
\ �..: . \ N \ o\ \ P EX. OVERHEAD ELECTRIC :NCBELS#C-3448:
SS EX. SANITARY SEWER0.
00,
:�••,• •;•Q.�
•
EX. WATER '"N CARS �.•`
FO EX. FIBER OPTICS Q
\ \1 \ \
TAIL LINES AREA LAID OUT FOR o r 1 \ 1 1 \ N \ o
INFORMATION PURPOSES ONLY. ASSUMING \\ \ \I ` \� 1`\ \ 1 \ P ILI Y
AN LTAR OF 0.35 AND A FLOW OF 240 GPD a '� \ `\ N
BASED ON THE DOLLAR GENERAL MOU. �� I \ \ DOLLAR GENERAL
SEE SEPTIC PERMIT FOR ACTUAL LAYOUT. \ / \ 12,794 SF
F.F.E. =810.00 ` / \ \ N N 'o I \
1
NORMA JEAN HOLSHOUSER
DC 101,PG.10
P.B.9995,PG.9259 , 1
PARCEL ID:356 342 D-BOX I ' /ONpp� \ • \1 ` N \ \
\
2,000 GAL.
SEPTIC TANK 1 \- ?1�
s J N�Np\S��S\ON p11 INV.800.50 r, \ \G-' �``m�, 1 \ I N
A PIPE FOUND �Mp\ �yG 6�G9 ml N 4"SCH 40 PVC 01�\
N.C.GRID-NAD 83(2011) R h�MP' pE�� •• m o SEWER INV.=807.00
N=667,486.80' \ GE`' \
E=1,577,609.69' \ FAN \ \ r'• L - - �o .�.. 1 P C o \ \ \ N I 1 W v CN
\ 4„SCN4 v \ •14„ p 2PT RV\NE \ A� I 1 \ \ Z N
\ \ °ems 0 1 .� " . + OMESj\Cw \.
EXISTING SEPTIC TANKS TO BE LOCATED IN \ \ \ R</ z .� �' �' T� LIGHTED MONUMENT SIGN
\ 01 \ w W N
THE FIELD. ABANDON SEPTIC TANKS PER \ �\ \ •�I•.� •�'' ,.... . ;. ':+ :. o w °
ENVIRONMENTAL HEALTH STANDARDS. \ \ \ \ \ 4"SCH 40 PVC l Q .. �ZrI \
CP .•d . N Z• \ \ w 4k
EXISTING WELLS TO BE ABANDONED PER \ s\ \ \ SEWER INV.-806.00 p - r" I W
ENVIRONMENTAL HEALTH STANDARDS . \ \ \` \ \ / 1R\CP CON 1 �1 \ \ N.C.D.O.T.CONCRETE N
CLEANOUT(TYP. 2'EVE z o A I
\ 4"SCH 40 PVC p a- � \ �, R/W MONUMENT \
o \ AT ALL BENDS) 1 a - N.C.GRID-NAD 83 2011 O
SEWER INV.-80 ,0 \ ( )
\ s \ \ \ SEE DET.4/C904 � \ 19 \ �-/
E-1577,803 41'
\ \\ \I \ \ o \ \ 1 ?�EL.=806.96'(NAND 1988) \ W
CURB INLET-1 � � II \
NORMA JEAN HOLSHOUSER \ \ RIM:807.50 UTILITY/SIGNAL
DC 101,PG.10 /' \ \ / \ 15"HDPE INV IN:804.90 \ oI \ POLE
P.B.9995,PG.9259 3i PIPE \ 15"HDPE INV OUT:804.80 N. O.T CONCRETE h I'
PARCEL ID:356342 FOUN j2 R/ MONUMENT P ` y \
\\ V/I .l \ \ �v_ N.C. I -NAD 83(2011) / h UTIL�T / N \
\ \ CURB INLET-2 N=66 /� SIGWA p \
\ 'RIM:806.85 zz =1,57 cO POLE I I
115"HDPE INV IN:804.44 �€L= (NAVD 1988)
\ 18"HDPE INV OUT:804.19I=+ �\ %/� ° \ /
\ \ / \ \
�Q
SHADOWBOX FENCE
` \ �\ CURVE
030.00' / e /// / I N �'
SEE DET.5/C904 j \ \ �p�� L-25.67' 9 ANTHONYAcNTHONY ROAD
CH=S43°09'26"W X i GP / ° \ 1 \ 60' PUBLIC RNV
25.67'
/P5 / o SIGNAL LIGHT \ w -
\ /�� t� INTERSECTION W
ey/ \ \
a�'QSE
N / UTILITY PLAN
��1 ��/ 5' IZ / \ 1 y PREPARED FOR:
2"PIPE '/ �� N
/ FOUND /GP
/ w/NAIL \ 1 \ N TERAMORE DEVELOPMENT, LLC
0 \1 9 PO BOX 6460
THOMASVILLE, GA 31758
IRRIGATION DESIGNED 1 9 I
/ I UTILITY/SIGNAL ° P P' UTILITY/SIGNAL
BY OTHERS. / // c�P / I o I POLE
POLE \
BAR \
/ N SET /�P2 ./ ° \ Iz
/ \ ! ' N.C.D.O.T.CONCRETE J DATE: REVISIONS:
R/W MONUMENT \ y \
BENJAMIN H&MARY H.DUNAWAY
/ Iz
D.B.1275,PG.903 �68°20' �O�V I
2 \ oy
PARCEL ID:356104
�,
\a�
3/4"RPZ(IRRIGATION)WITHQ Q� �P Q / Iz
HEATED ENCLOSURE ^���%
p SHEET SIZE:
REUSE EXISTING
/WATER METER i,• 1
(VERIFIED WITH SRU) d UTILITY \ 0 24 x36
��� �/ �r POLE
\\ ' PQ/ / P� �� \ \ PROJECT NUMBER: 3161142022
/ ° \ DRAWN BY:
POINT OF BEGINNING(TRACT 2) / " 5
J.EDWARDS
z"REBAR SET �\ �� /j / �� LOCAL UTILITY COMPANIES
s (J APPROVED BY:
N.C.GRID-NAD 83(2011) ��\� / °P \
N=667,158.22' UTILITY COMPANY NAME PHONE J.CHURCH
E=1,577,609.69' j �VQ Pco INV=802.17' / \ WATER CITY OF SALISBURY [phone]
SCALE:
\ POWER DUKE ENERGY [phone] 1" - 30' (H)
N.C.D.O.T.CONCRETE �� Q ' /
R/W MONUMENT °2 INV-802.08' \ NATURAL GAS PIEDMONT NATURAL GAS [phone] (V)
S47E 59 48"E /LINEe
N.C.D.O.T.CONCRETE BEFORE YOU DIG.
\\ 10.09, e GPS R/W MONUMENT / / TELEPHONE CHARTER [phone]
CALL 1 -800-632-4949 TELEPHONE AT&T [phone] SHEET:
�\ �%° /GP /� N.C. ONE-CALL CENTER FIBER HOTWIRE COMMUNICATIONS [phone] 30 15 0 30 60
UTILITY/Q IT
�� IS THE LAW! SANITARY SEWER CITY OF SALISBURY [phone] C400
\ �
POLE e ��� - / /
P SANITARY SEWER ROWAN COUNTY ENVIRON. HEALTH DEPT. [phone]
©COPYRIGHT 2023 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 1 9 \� \ 1
DOLLAR GENERAL LANDSCAPE NOTES: W 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. GRA�E�pRivE 1 INV 809.26' ` \ A. GRADING NOTES
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. \ N 1. CONTRACTOR TO GRADE ALL AREAS SHADED IN THE PLANS INCLUDING R.O.W. B EC L1J
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 9� \ 2. TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND REDISTRIBUTED OVER �
\m GRADED AREAS. PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES DURING W
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. \ 1 N J
z z \ \ CONSTRUCTION. STONE ROAD
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS � m \ \ z
ASSOCIATED WITH RELOCATION. 0 \ \ 3. TILL SOIL TO A DEPTH OF 4" MINIMUM.
\� \ y \ 4. REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST DIRECTION. ti
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND °' -r V. Q
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH rn o m\ I oI\ \ \ \ \ 5. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING. N ��?, U
RELOCATION SHALL BE INCLUDED IN THE BASE BID. ` p 9 I\ \_ \\ y 7, 6. ALL GRADED AREAS TO RECEIVED SEED OR SOD, TOP SOIL, STRAW AND WATER UNTIL A HEALTHY STAND OF moo Fs�
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR I � \ I\ \
GRASS IS OBTAINED. o� �q0 ENGINEERING I PLANNING I ENVIRONMENTAL
T Z - INV=808.50' 1 7. REFER TO GRADING SHEET FOR MAXIMUM SLOPES. SITE oo�
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
B. LAWN SEEDING&SODDING NOTES: 1520 MEADOWVIEW DRIVE Q
I y \ 1. ALL LAWNS FROM FACE OF THE BUILDING AND ON THE SIDE WHERE THERE IS PARKING OR A STREET ARE ANTHONYROAp 0
�19 WILKESBORO,NC 28697
\ DAVID M.&CARMELA J.MORRIS 1 ` \ \ REQUIRED TO BE FULLY SODDED.ALL OTHER LANDSCAPE ARES TO RECEIVE SEED. 336.844.4088 http://brec.biz LLJ
\ D.B.1250,PG.196 \ v N \ 2. AREAS TO RECEIVE SEED OR SOD SHALL BE CLEAN OF DEBRIS AND FREE OF WEEDS.
\ PARCEL ID:356100 GRA�E�pRNE ` \ \ \ I 3. SEED MIX TO BE DROUGHT TOLERANCE FESCUE OR REGIONAL SPECIFIC BLEND.a TO 1 OF THE SEED MIXTURE �eoP° W
\ \ ILIT , TO BE ANNUAL RYE TO AIDE IN LIMITING EROSION OF PERENNIAL SEEDING DURING GERMINATION.
\ 1/2"REBAR POLE 4. STRAW SHALL BE THRESHED STRAW OF HAY, OATS, WHEAT, BARLEY OR RYE. SPREAD AT A RATE OF 2-1/2 °� N �� '(N ,C'AF? W
\ 6'WOOD SET P /P l \ TONS PER ACRE. STRAW, NETTING AND OTHER ANTI-EROSION MATERIALS TO BE REMOVED AFTER OFESS
\ 1 \ ESTABLISHED LAWN. = - y •,
\ SHADOWBOX FENCED' oI \ v \ Q W
SEE DET.5/C904 UTILITY ��/`�- , u N INV-$08.18' ` \ 5. MAINTENANCE SHALL BE BEGIN IMMEDIATELY AFTER SEEDING. WATER REGULARLY TO KEEP LAWN AREAS �� :A = m
POLE � W v� N MOIST TO MAXIMIZE GERMINATION AND MAINTAIN OPTIMUM GROWTH AND SURVIVAL TO ACHIEVE AN VICINITY MAP (NTS) - -
\\ LITY
POLE ACCEPTABLE STAND OF ESTABLISHED LAWN PRIOR TO THE STORE POSSESSION DATE, FREE OR ERODED OR �
\ N BARE AREAS. . F
NG I NEB ci
�,*^ �n \ \ ` Iz C. LANDSCAPE NOTES
3Z - ems. .�• �.�. SEED .i. 1,�, " 1. ALL SOILS USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS. LEGEND �'�
NORMA JEAN HOLSHOUSER \ 4'PIPE NTT°10' �� \
FOUND �, �, �, �, �, 1 1 W 2. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 3" DEPTH OF MULCH, WITH EDGING AS REQUIRED. �
DC 101,PG.10 _ V N \ W - - PROPERTY LINE
P.B.9995,PG.9259 \ _�- 3. ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING WITH EDGING AS REQUIRED. z
PARCEL ID:3�6342 \ ice" �'�= �' �' �' �' �'W W W W �" \ \ 4. ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THE LANDSCAPE CONTRACTOR AT THE TIME OF THE - 100 - EXISTING CONTOURS 08/21/2023 J
1/2"REBAR � _
SET p F 9941' # f,i Z W `y `y `Y `Y `Y W W 1 _ I\ \ ` I \ PLANTINGS.
_�YJ. I- \ \ 'I W W W W 1`✓$° r W -rl \UJ 1 /Z
N �Y .I� .I� �D( .I� .I^� Y W W Y Q 1 I\°\ POINT OF 5. PRIOR TO FINAL ACCEPTANCE OF STORE BY DOLLAR GENERAL. THE SITE SHALL BE CLEAN OF ALL DEBRIS 100 PROPOSED CONTOURS
15'GRADE 5 BUFFER Q, �N00100�
W/FENCE-755' - � ' SEED / W W W R'. I \ \ \ ` AND TRASH,AND MEET ALL REQUIREMENTS OUTLINED IN SECTIONS A-C ABOVE. ` ���
-1- _-1- v (TRACT BUILDING SETBACK ••` FtEC P ''•, W
RM-45 �� / . \� �^ \I\ \ REBAR SET I 6. MAXIMUM SLOPE CUTS SHALL NOT EXCEED 4:1. ALL DISTURBED GRADES GREATER THAN 8:1 SHALL BE �. •,.....,-9. •, J
KID-23 RM-1 W W o` o ° N.C.GRID-NAD 83( 011) STABILIZED BY SODDING. SODDING PINS ARE TO BE USED ON ALL 4:1 GRADES. pFzPORgj•.•
NSH-45 �'�°� _ . •v .v .v .v .v .v .v .• � Ire �, \ \ \ �, � --------- LANDSCAPE BUFFER .a F Q
.•d: \ ; W W W �( W N N=667,574.32 \ 7. VEGETATION AT ENTRY SHOULD BE LOW TO ENSURE VISIBILITY OF STORE.
GA-106 \ .1. •1• •1• .1 \ \ \ 1,577,767.48' I
\ \ W \ \ \�� 8. IF TREES ARE REQUIRED IN FRONT OF BUILDING, SELECT SMALL LEAFED, NON DENSE SPECIES THAT WILL P EX. OVERHEAD ELECTRIC :NCBELS#C-3448i = U)
y 1 \ Ilk d, �:..�.. \ \ W W W W W W W W 1 W , o N N \ I NOT INTERFERE WITH THE VISIBILITY OF STORE. THE SPACING SHALL CREATE VISUAL CORRIDORS TO STORE
AND PYLON OR MONUMENT SIGN. SS EX. SANITARY SEWER ' 2
SEED \ .f. W W W9 1 \ I G \ D. IRRIGATION NOTES �,Q •.....•• ���• z
`�' `�' \ \ 1 �/ I \ N \ I N 1. ALL LANDSCAPE AREAS AND LAWNS ADJACENT TO PAVED AREAS AND/OR STREET ARE TO BE FULLY W EX. WATER ''•,,rHCAR���••�
II�I too O
'\y IRRIGATED.
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©COPYRIGHT 2023 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.

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P C ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH 54"-60" 24" 60"
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III III �I��- I MINIMUM D
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IT S 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO OF RAILWAY TIE.
PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12"UP TO 48"DIAMETER PIPE E-8000VERREQUIREMENTS,AREONLYAPPLICABLE
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0.31 z 0 PAVEMENT OR TO TOP OF RIGID PAVEMENT. TO ASTM F 2306 PIPE.
GATE POSTS TO BE DETAILS
CONCRETE FLUME-PAINTED BLACK 8PREPARED FOR:
4"DIA.SCHED.40PIPEW/SLOPED C901SPLASHBLOCK C901 TERAMORE DEVELOPMENT, LLC
MTL.CAP ON TOP MAXIMUM 6-0"
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C901
©COPYRIGHT 2023 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.

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TEMPORARY GRAVEL CONSTRUCTION 2 SILT FENCE 3 SILT FENCE STONE OUTLETS
C902 C902 STEEL POST C902
ENTRANCE WIRE FENCING 4' MIN. 0
GENERAL NOTES: 8'MAX FILTER FABRIC SILT FENCE ���p O
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE WIRE FENCING #57 STONE U
ONTO A PUBLIC STREET. ": NGINEERIN LANNIN NVIRONMENTAL Q
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. E G P G E
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. WOVEN FILTER FABRIC 30"MIN Qt` ..:.;..• Cl�
�p TOP OF SILT FENCE I,:,. : Q
THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP N _J m 5 I: ::`:: ::. 1520 MEADOWUIEW DRIVE
MUST BEAT LEAST 1'
SEDIMENT. FLOW WILKESBORO,NC 28697 0
ABOVE THE TOP OF 336.844.4088 hftp://brec.biz
4. ANY SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. - _ �- P W
I II II-III-LIE__ III I 8" MIN
THE#57 STONE
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. N �I III-III I III I II- I=I� III-II I II III it I II JA
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6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE. - - - - - fff- -_ 0 - -~Tfil
7. PLEASE REFER TO NCESCPDM SECTION#6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS. iI " " - -ill-III I III-II-I�-II II III- -Illll-ICI FRONT VIEW II �� \'C\A CAR����,� w
MAINTENANCE NOTES: - �- II BURY WIRE FENCE, J FESS/' . �4,�
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 4" MIN u FILTER FABRIC,AND HARDWARE O y
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE GENERAL NOTES: CLOTH IN TRENCH = •QQ: Y W
MATERIALS SPILLED,WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. `� A = m
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR 9. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. ( 3cJ
50'MIN POLYESTER,WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. STEEL FENCE POST C/�
6" MIN PUBLIC STREET 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 STEEL FENCE POST v FN ��- . ,Z \ �
2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR SET MAX 2'APART % ST• GINE
EXISTING GROUND "�'�"-"-"--"-"� TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. WIRE FENCING MIN. 18" INTO SOLID
TEMPERATURE RANGE OF 0 TO 120°F. 11. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE HARDWARE CLOTH 16" MIN. GROUND ���7 r r Ci(� ����`� U>
SOIL STABILIZATION FABRIC 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. Z
UNDER 2-3"COARSE AGGREGATE 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. GENERAL NOTES:
FACILITATE FASTENING THE FABRIC. 13. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 08/21/2023 Q
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. CLASS 1 OR 2 RIPRAP #57 STONE 2. REPLACE#57 STONE AS NEEDED TO ENSURE DEWATERING. J
MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. 14. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. ' 3. WIRE FENCING SHALL BE A MINIMUM OF 32"IN WIDTH AND SHALL HAVE A MINIMUM OF
50'MIN 5. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH '
SYNTHETIC FILTER FABRICS. MAINTENANCE NOTES: ^ � 6 LINE WIRES WITH 12"STAY SPACING. ,,��������•��������
MAINTENANCE NOTES: • FtEC, P LU
w 6. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE ` .`� .•••..'9. ��, J
1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY 1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO -�FZPORq"•.
CAUSE FAILURE OF THE STRUCTURE.) REQUIRED REPAIRS IMMEDIATELY. 16"MIN. I 3"FILTER FABRIC MAKE ANY REQUIRED REPAIRS IMMEDIATELY. , G �.•, Q
z 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME II ON GROUND 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR = = U
c� 7. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE INEFFECTIVE,REPLACE IT PROMPTLY. =
m BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER BURY WIRE FENCE AND HARWARE CLOTH II BURY 6"OF UPPER EDGE OF BECOME INEFFECTIVE,REPLACE IT PROMPTLY. = .NCBELS#C-3448.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. II Z
a - FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID u FILTER FABRIC IN TRENCH VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE
8. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UNDERMINING THE FENCE DURING CLEANOUT. '.�••• Q':� O
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 SECTION VIEW TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 0,O,Q••....... Z
TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING �•� /CgFtO� �.•
FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE PROPERLY STABILIZED. THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA �����•����� O
STRENGTH. HAS BEEN PROPERLY STABILIZED. 0
4 ABOVE GROUND CONCRETE WASHOUT. 5 STANDARD PIPE OUTLET TO 6 ROCK PIPE INLET PROTECTION-
C902 C902WELL-DEFINEDC902 G ENERAL NOTES
CHANNEL 1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET.THE STONE
SILT FENCE ro SHOULD BE BUILT UP HIGH ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM
CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET,WITH A MINIMUM BOTTOM WIDTH OF 11 FEET.THE
10' MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE
GENERAL NOTES: RIPRAP EMBANKMENT OR DIVERSION.
A SANDBAGS STYE.) '�. 1. L =THE LENGTH OF THE RIPRAP APRON. HEADWALL
OR STAPLES 3. A 1 FOOT THICK LAYER OF NCDOT#5 OR#57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF
10 MIL PLASTIC 2. DA = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT NATURAL GROUND THE RIPRAP.
LESS THAN 6"(INCHES). 4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE
00 O O 00 LINING(ALL SIDES) HORSESHOE 18 INCHES BELOW NATURAL GRADE.
1'FREEBOARD 3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND
1:1 SIDE SLOPE CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE ESTABLISH FINAL GRADING ELEVATIONS,COMPACT AREA PROPERLY,AND STABILIZE WITH GROUND W Z N
STYE.) A A THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE COVER.
PIPE BANK,WHICHEVER IS LESS. CLASS B RIPRAP PIPE MAXPIPE MAINTENANCE 36" MAINTENANCE NOTES: Z _
0 0 2 __T __- 1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER SIGNIFICANT 1/2 INCH OR
z W=3 X D D W - D +3 L 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE FLOW LOW ( W J u
� 1- 0 0 2- 0 3 A � GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACUMULATED J yN.4
6" MAINTENANCE NOTES: TO ONE-HALF THE DESIGN DEPTH OF TH TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE w 4f
0 _ INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER DESIGNATED DISPOSALAREAAND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
O° SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE 2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE
IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN /� MUST BE REPLACED. \/ O
/ 3. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED REMOVE THE U
O O PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
FILTER BERM NC ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
O O O O SANDBAGS(TYP.) SECTION A-A DOT#50R#57 N
OR STAPLES PLAN VIEW o� WASHED STONE NATURAL GROUND I..L
RIPRAP HEADWALL, V MIN
A HIGH COHESIVE& HF�IGHT FROM ROAD SHOULDER
LOW FILTRATION
PLAN SOIL BERM LA 3,
NOTES: PIPE FLOW
1. ACTUAL LOCATION DETERMINED IN FIELD.
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED \_ 2 r
CLEARLY MARKED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE ' r--T IPE INV RT
CONCRETE SIGNAGE NOTING
DEVICE(18"X 24"MIN.) STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING pA 1. '
WASHOUT CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD.
3. CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY
MARKED WITH SIGNAGE NOTING DEVICE. SECTION'A-A' NC DOT#5OR#57
FILTER FABRIC WASHED STONE CLASS B RIPRAP
DETAILS
PREPARED FOR:
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MAX. so'-Nso' scats EPACf too' THE WHITE EDGE LINE FNTENSTONS AT ROUNDABOUTS. MINI-SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
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j (7 2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EOP1 CONES MAY NOT BE REQUIRED �. D j �• F D - j r77�7R
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THE POSTED SPEED LIMIT. THE PILOT VEHICLE. OOy. J } DRAWN BY:
•A T� C7 ll WHITE z 71 RAMP ARROW z
C7 m O 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 Z W W O W AT EXIT RAMP w J.EDWARDS
Z 0 1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS.
r0 y PROVIDED TO THE FLAGGER (REFER TO STD. 1101.11 SHEET 2). OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE. W Q
0 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 J 2- 00 NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH
SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS. INTO INTERSECTION AREAS. - « APPROVED BY:
7- DRUMS OR SKINNY-DRUMS MAY BE USED IN LIEU OF CONES. REFER TO ROADWAY STANDARD Ly STOP OR TRANSVERSE BAR GENERAL NOTES:
DRAWING 1180.01 FOR SKINNY-DRUM REQUIREMENTS. 3- DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE J.CHURCH
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. LEGEND 1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS,
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a) 24" AS DIRECTED BY THE ENGINEER. UNLESS APPROVED BY THE ENGINEER.
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGOEfl. FOR SIGNALIZED FLAGGER
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND RECOMMEND THE USE OF LAW 2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH 4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR SCALE:
ENFORCEMENT. CONE WHITE OF THE NORMAL LINE. HIGHWAY SIGNS AND PAVEMENT MARKINGS", (REFER TO SHEETS 5
9- REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. IQ PORTABLE SIGNTHRU 8). SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS, RAMP ARROW
HEFT 1 OF 15 SHEET 1 OF 15 SHEET 1 OF 2 3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE. SHEET 1 OF 2 rHF-;OF 7 THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL AT EXITRAMP SyHEE/T�1 OF 8 NTS (H)
11T 1 .02 10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TNP OR DIRECTION OF TRAFFIC FLOW 1101 .02 1205.01 1 fOG.O1 �00SYMBOLS ARE REQUIRED TO RE APPROVED BY THE DEPARTMENT. TOp' 12V5.UV
AS DIRECTED BY THE ENGINEER. L J v Y
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SHEET:
C902
©COPYRIGHT 2023 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.

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SKIMMER SEDIMENT BASIN 2 BAFFLE 3 EMERGENCY SPILLWAY
C903 C903 GENERAL NOTES: C903 EROSION CONTROL
BAFFLES / OVERFLOW INLET 1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
PLAN VIEW WITH PIPE OUTLET USING STAPLES OR BY TRENCHING AS FOR SILT 2. MOST OF THE SEDIMENT FENCE.NT WILL AC UMULA E IIN THE1ST BAY, `0���� 0
z WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES(USE TWO IF LESS THAN 20 FEET IN LENGTH).PROVIDE ENGINEERING I PLANNING I ENVIRONMENTAL Q
z 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES. U)
Q 1 ST CELL 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET. Q
co 25%OF 25%OF 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS. 1520 MEADOWUIEW DRIVE
w BASIN BASIN 6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL. WILKESBORO,NC 28697 0
SURFACE SURFACE 7. PLEASE REFER TO NCESCPDM SECTION #16.65 FOR ADDITIONAL DESIGN SPECIFICATIONS 336.844.4088 http://brec.biz LLJ
INFLOW AREA AREA REGARDING BAFFLES.
INLET OUTLET MAINTENANCE NOTES:
2ND CELL 25%OF 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY i i i r f w'
y 25%OF BASIN REQUIRED REPAIRS IMMEDIATELY. I I � CqR �i, C )
BASIN SURFACE 2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE �� T . ' �C �� ���, LLJ
SKIMMER SURFACE AREA COLLAPSE,TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. J ..
AREA 3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF HEIGHT OF THE FIRST BAFFLE TO = ✓✓ 9 '
DEWATERING � g
AVERAGE AREA* PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE Q LLB
_ DEVICE EMERGENCY ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. _ �E.AL = m
WIDTH LENGTH SPILLWAY SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. -
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE 1 2 __ W
*AREA OF BASIN WATER ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,BRING THE AREA TO GRADE
SURFACE AT TOP OF PLAN VIEW AND STABILIZE IT.
PRIMARY SPILLWAY SUPPORT POST, CLASS ARIPRAP NON-WOVEN
LINE ..• �
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DRAPE BAFFLE MATERIAL OVER 24 INTO BOTTOM CI
OR SIDE
BAFFLE WIRE STRAND AND SECURE WITH GENERAL NOTES: z
1' FREEBOARD MATERIAL PLASTIC TIES AT POSTS AND ON EXTEND 9 GAUGE WIRE TO BASIN 1. T= 14' 08/21/2023 Q
BAFFLES 6" MIN. INVERT ELEV. OF WIRE EVERY 12" SIDE OR INSTALL T-POST TO 2. B= 10' J
INFLO51�
EMERGENCY SPILLWAY EMBANKMENT ANCHOR BAFFLE TO SIDE OF BASIN
2'DEWATERING 11 GAUGE 3.6"OF CLASS A RIPRAP WITH
ZONE -I EMERGENCY LANDSCAPING AND SECURE TO VERTICAL POST ,,,, •�,,
8 Oz NON-WOVEN GEO-TEXTILE FABRIC. •••�•••••
2 SPILLWAY STAPLEI1 =I I I-1 I I-1 I I-I I I- I I :' w
�P��- I-I I I-III-III=III STEEL POST O � .I =1II-III 2 DEPTHIIIII- BAFFLE MATERIAL SHOULD BE SECURED VARIABLE ;NCBELSK-3448;= I I _ - DEPTHFILTER FA TO THE BOTTOM AND SIDES OF BASIN 9 GAUGE MIN. HIGH TENSION WIRE Z ;
1'SEDIMENT CLASS B STONE PAD OUTLET USING 12"LANDSCAPING STAPLES STRAND SHALL BE SECURED TO : 'L''•.. Q' : 0
STORAGE ZONE (4 x 4 x 1 MIN.) STRUCTURE SECURE BOTTOM OF BAFFLE TO O z
CROSS-SECTION VIEW SECTION VIEW AT OPENING MATERIAL POST TO SUPPORT BAFFLE 4'MAX. GROUND WITH 12"STAPLES AT 12" ��'•, too,CAPP ,••��
MAXIMUM SPACING. 0
CROSS SECTION 0
ARM ASSEMBLY E&SC PERMANENT SEEDING SCHEDULE- 4MODIFIED SCM OUTLET STRUCTURE
C903*DO NOT USE WITHIN 25'RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
• "C" ENCLOSURE MOUNTAINS (EROSION CONTROL)
SEEDING DATES SPECIES RATE(lb/acre)
° WATER ENTRY TALL FESCUE 100 COMPLETE SEEDING EARLIER IN THE FALL,AND START LATER IN THE SPRING ON NORTH AND EAST FACING SLOPES.
° UNIT AUG.15 MAY 1 SOIL AMENDMENTS
° **RYE GRAIN 40
PERSPECTIVE VIEW APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEPT.1-JUNE 1 SERICEA LESPEDEZA 15 AND 1000 LB/ACRE 5-10-10 FERTILIZER.
**RYE GRAIN 40 MULCH
***GERMAN MILLET 10 APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR
PVC VENT SCHEDULE 40 JUNE 2-AUG.14 RIM ELEV. =806.10
PVC END *SUPPLEMENT WITH IRRIGATION STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP a
PIPE PVC PIPE GROUT INTERIOR
CAP PVC ELBOW SLOPES.
PIEDMONT MAINTENANCE WALLS a
! WATER SURFACE SEEDING DATES SPECIES RATE(lb/acre) REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO MORE THAN ONCE PER YEAR. RESEED, J u
0 o PVC END (PERMANENT POOL) TALL FESCUE 100 FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. 3'x 3'x 4' PRE-CAST J N
CAP SEPT.1-MAY 1 **RYE GRAIN 40 SOIL PREPARATION: CATCH BASIN MEETING W 4f
PVC PIPE ORIFICE SERICEA LESPEDEZA 15 SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT(PHOSPHORUS, POTASSIUM, CALCIUM OR EXCEEDING NCDOT w
1/2" HOLES IN SCHEDULE 40 PLATE AND MAGNESIUM) LEVELS ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE STD.840.45 n/
PVC TEE UNDERSIDE BERMUDA GRASS 25 NEEDED AMOUNTS OF FERTILIZER AND/OR LIME. .�.a• L.L
PVC PIPE APRIL 15 PVC TEE JUNE 30 -GERMAN MILLET 10 O
CLEAN AND ROUGH GRADE:REMOVE ALL DEBRIS FROM THE LOCATION TO BE PLANTED.THIS INCLUDES ROCKS,BOTTLES, FAIRCLOTH SKIMMER
JULY 1-AUG.30
***GERMAN MILLET 10 LARGE ROOTS AND OLD TREE TRUNKS. IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR 18" HDPE INV. =803.00 O ^
I I °. a� v!
*SUPPLEMENT WITH IRRIGATION REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
FLEXIBLE INV. =802.75
HOSE COASTAL PLAIN THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING, ESPECIALLY IF THE GROUND IS WET. THIS
9 ( ) COMPACTED LAYER MUST BE BROKEN UP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A 8"CONCRETE
SEEDING DATES SPECIES RATE Ib/acre
TALL FESCUE 100
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. as °a • ' 802.10
BOTTOM SURFACE 6" y
SEPT.30-APRIL 1 **RYE GRAIN 40 DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE SPEED AND DEPTH OF ROOTING. A _L�
END VIEW FRONT VIEW SERICEA LESPEDEZA 15 TRACTOR-MOUNTED OR SELF-PROPELLED TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE - v� #57 WASHED STONE
NOTE: BERMUDA GRASS 25 EXISTING TREES IN THE LAWN.CUTTING TOO MANY TREE ROOTS DURING SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL A �. COMPACTED
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED. APRIL 15-JUNE 30 TREE. TREES CAN ALSO BE SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
***GERMAN MILLET 10 NECESSARY AT A TREE BASE,CONSTRUCT A"TREE WELL."
***GERMAN MILLET 10 NOTES:
JULY 1-SEPT.29 REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVER 1. USE MONOLITHIC STRUCTURE WHERE POSSIBLE. IF RISERS ARE REQUIRED,THEY MUST
GENERAL NOTES: *SUPPLEMENT WITH IRRIGATION THE ENTIRE AREA.ALLOW FOR AT LEAST 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED.THIS MEANS PLACING
BE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE.
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF *RESEED WITH NON-NURSE CROPS WITHIN ACCEPTABLE DATES ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY ADDING ORGANIC MATTER. THIS 2. ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATER TIGHT. USE
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY **MAY BE SUBSTITUTED WITH WHEAT AT 30 LBS/ACRE IMPROVES WATER RETENTION IN SANDY SOILS AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING. BUTYL SEALANT OR OTHER GASKET METHOD TO SEAL JOINTS BETWEEN STRUCTURE
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED. ***MAY BE SUBSTITUTED WITH BROWNTOP MILLET AT 10 LBS/ACRE SECTIONS. GROUT INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS.
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 DETAILS
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 E&SC TEMPORARY SEEDING SCHEDULE
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. PREPARED FOR:
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS OR AS DESIGNED. MAINTENANCE TERAMORE DEVELOPMENT LLC
MULCH
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 MOUNTAINS I E IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND PO BOX 6460
SIDE OF THE BASIN.THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE. SEEDING DATES SPECIES RATE(lb/acre) MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, RYE(GRAIN) 120 50 ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY THOMASVILLE, GA 31758
GRADE, DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD ABOVE 2500 FEET: FEB.15-MAY 15 COVVEER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN
BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES BELOW 2500 FEET:FEB.1 LATE FEBRUARY OR EARLY MARCH.
MAY 1 ANNUAL LESPEDEZA(KOREAN) 50
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 MAY 15-AUG.15 GERMAN MILLET 40 SOIL PREPARATION:
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; SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
OTHERWISE THE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE AUG.15 DEC.15 RYE(GRAIN) 120
SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S)SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW PIEDMONT (PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE RANGE DATE: REVISIONS:
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILLL INDICATE
SEEDING DATES SPECIES RATE(lb/acre) NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
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. RYE(GRAIN) 120
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM THE BARE AREAS. JAN.1 MAY 1 ANNUAL LESPEDEZA(KOBE) 50 CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE
MAY 1-AUG.15 GERMAN MILLET 40 IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65. AUG.15-DEC.20 RYE(GRAIN) 120 REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
11. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH COASTAL PLAIN THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. SEEDING DATES SPECIES RATE(lb/acre) ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
MAINTENANCE NOTES: UP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A SHEET SIZE:
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. RYE(GRAIN) 120 24"x36"
1-APRIL 15
REMOVED SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. DEC. ANNUAL LESPEDEZA(KOBE) 50 SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. PROJECT NUMBER:
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE 3161142022
AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. APRIL 15 AUG.15 GERMAN MILLET Ld
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. AUG.15 -DEC.30 RYE(GRAIN) SPEED AND DEPTH OF ROOTING. SOIL.TRACTOR-MOUNTEDAK OR SELF-PROPELLED DRAWN BY:
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 TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE J.EDWARDS
EXISTING TREES IN THE LAWN. CUTTING T00 MANY TREE ROOTS DURING SOIL
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 TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE APPROVED BY:
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. SOIL AMENDMENTS SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS J.CHURCH
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 FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND NECESSARY AT A TREE BASE, CONSTRUCT A"TREE WELL."
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER SCALE:
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 RATE TO 1000 LB/ACRE IN THE FALL. REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE NTS (H)
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE,AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS MULCH TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST 00
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMERAND POOL AREAS. APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ORA MULCH ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
FROM PLUGGING WITH ICE. SHEET:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
MULCH ANCHORING TOOL. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING. C903
©COPYRIGHT 2023 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.

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BDNEENAH MODEL R-6660-DP LIGHT DUTY ACCESS COVER WITH -II I I-II FRONT VIEW II-II I II-II 2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
TWO(2)JOSAM SERIES 58190-22 CLEANOUTS WITH TAPER _ _ — — BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
THREAD BRONZE PLUG SERIES 58540-20(OR APPROVED 7
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REDUCED PRESSURE PRINCIPLE ASSEMBLY (RP)
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6 TEMPORARY DIVERSION BRONZE BALL SHUT OFF BRONZE BALL SHUT OFF
VALVE #, VALVE PLANTER DRAIN
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C904 UNION CHECK CHECK C904 PREPARED FOR:
VALVE #1 VALVE #2 TERAMORE DEVELOPMENT, LLC
FLOW - PLANTER AREA PO BOX 6460
QIII III III III II III THOMASVILLE, GA 31758
6"SIDEWALK CURB(TYP.)
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TEST COCK #1 MIN. UNION
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—II Ill—i lll llF 1. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONFORM TO
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1—IllI�III—I' GENERAL NOTES: EXCEPT AS AUTHORIZED BY THE WATER PURVEYOR.) WATER LINE MUST BE EXPOSED FOR INSPECTION
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND FROM METER TO BACKFLOW PREVENTER. SHEET SIZE:
3. THE SALISBURY-ROWAN UTILITIES APPROVED 3/4" - 2" RP INCLUDES SHUT OFF 24"x36"
OTHER OBJECTIONABLE MATERIAL. VALVES #1 AND #2 AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL SHALL BE PERMITTED. Q
4. TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE #1 3" SWH 4p PVC PROJECT NUMBER:
DESIGN REQUIREMENTS. 3161142022
AND IS PART OF THE APPROVED ASSEMBLY. d.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE 5. FIRE LINE BACKFLOW PREVENTER ASSEMBLY SHALL HAVE HEAT & TAMPER SWITCHES WITHIN 4 d 1. IQ d
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. THE PROTECTIVE ENCLOSURE. ° a a d DRAWN BY. J.EDWARDS
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHINE 6. NO STRAINER IS ALLOWED ON A BACKFLOW PREVENTION ASSEMBLY FOR A FIRE LINE SERVICE.
REGARDING AND CLEANOUT. 7. OUTDOOR INSTALLATION SHALL HAVE A PROTECTIVE COVERING (ASSE 1060) WITH DRAIN PORT 4 APPROVED BY:
AS SPECIFIED IN SALISBURY-ROWAN UTILITIES SPECIFICATIONS FOR d. J.CHURCH
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES. d d
REMAIN IN PLACE LESS THAN 30 WORKING DAYS. 8. CONNECTION TO CITY'S FITTING SHALL NOT BE UNDER CONCRETE PAD. I .d
d SCALE:
MAINTENANCE NOTES: 9. APPROVED PIPE MATERIAL USED, SUBJECT TO CORROSION; SHALL BE PROTECTED ACCORDING TO
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY NORTH CAROLINA STATE BUILDING CODE - VOLUME II PLUMBING. 4 d NTS (H)
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA AND CITY OF SALISBURY, N.C. STANDARD DETAIL DATE: OCTOBER 17, 2006 CONTROL JOINT 00
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE AMMENDEDI FEBRUARY 3, 2009 CENTERED OVER PIPE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STANDARD DETAIL BACKFLOW PREVENTION NOT TO SCALERP %4" - 2,. STANDARD BF-1 PLAN VIEW SHEET:
STABILIZED, REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. C904
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