SW3221007_Plansheet - Grading/Drainage Plan_20230203

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SHEETINDEX
C000 COVER SHEET
C001 NPDES NCG01
C002 EXISTING CONDITIONS
C100 OVERALL PLAN
SURVEY: ENGINEER: C101 SITE PLAN
C200 GRADING PLAN COVER SHEET
BLUE RIDGE GEOMATICS, PA BREC, PA C300 PHASE 1 ESC PLAN
PREPARED FOR:
1520 MEADOWVIEW DRIVE 1520 MEADOWVIEW DRIVE C301 PHASE 2 ESC PLAN TERAMORE DEVELOPMENT
C302 FINAL PHASE ESC PLAN PO BOX 6460
WILKESBORO, NC 28697 WILKESBORO, NC 28697 C400 UTILITY PLAN THOMASVILLE, GA 31758
LICENSE : C-3576 LICENSE : C-3448 G100 LANDSCAPE PLAN
C900 DETAILS DATE: REVISIONS:
C901 DETAILS
C902 DETAILS
C903 DETAILS
C904 DETAILS SHEET SIZE
24"x36"
C905 DETAILS
PROJECT NUMBER:
3161032022
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
(N)
SHEET:
CITY/TOWN . SALISBURY, NC SITE COORDINATES : LATITUDE - 35 .654467' N LONGITUDE - -80 .586532 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� 0
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 -II.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=Te ROBERT CALDWELL - 7 4 14-17 �
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. e���=TM��••LL ����� ( 0 ) 6 63
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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 02/02/2023 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 •, 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. `J
4. Provide ponding area for containment of treated stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment. 7 , ^
offsite. :rr tti Z �1
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover I, � NORTH CAROLI NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. U
or surrounded by secondary containment structures. ;` Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 w
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PART III PART III PART III U) UJ
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
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 ofthe 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. 3161032022
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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- - - - - - - - - - - - - - - - \ ti I GENERAL NOTES O� �T'•
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\ lb I I 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ;NCBELW-34481. = U)
I I ° 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. Z
CLEARING AND I I I LL 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. ��20•,•• �Q. O
GRADING LIMITS \ I I U I I 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS �,���.Q •C�AR�\,;,`�.• z
J I ASSOCIATED WITH RELOCATION. • ��• O
m I I 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND _j 0
\ / I WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
N I RELOCATION SHALL BE INCLUDED IN THE BASE BID.
w I I 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
C I I ° COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
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TERAMORE DEVELOPMENT
PO BOX 6460
THOMASVILLE, GA 31758
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N.C.GRID-NAD 83(2011)
N=696,675.56'
1ggp�—� E=1,528,598.25' INFILTRATION BASIN I I I I I o DATE: REVISIONS:
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awls,* — —F49- — —— �'/•�,� _ Z N<96,662.77' TE IE. 0
— ROAD R/W ' . E=1,528598.25' s
PE . PROJECT NUMBER:
ELEV.=817.95(NAVD 88)
L _ � — � _ � �fe-��� —•— — — — — — — — � _ — � � . TELE` 3161032022
L _ =F° =Fo— — — — — — — — / , . Fo —F PED. s� DRAWN BY:
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N.C. HIGHWAY 150 8"REBAR FOUND a \� s INV.1
P P Sr \ l'ER PLAT 6��ICU p, N.C.GRID-NAD 83(2011) °\ =816. SCALE:
P r 800{(9995,pqG PUBLIC►V W N =696,636.77' `�Fo 1 ill _ 20' (H)
P P sr sr ' E 2784 E=1,528,851.45'
P , sr �sr a 1- (V)
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POLE INV.15"RCP P P P _—
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/ � — a _ 20 10 0 20 40
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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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— too — EXISTING CONTOURS W
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1 I I POINT OF BEGINNING
i I 8"REBAR FOUND
N.C.GRID-NAD 83(2011)
;.' . N=696,863.05'
1 I i E=1,528,860.10'
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N.C.GRID-NAD 83(2011) l ,�
N=696,727.92' 1 I I N
E=1,528,257.18'
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SHEET SIZE:
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11'S1"E-100,10' FOUND OPUS CONTROL POINT PROJECT NUMBER:
1.5"PIPE �i S81°1g-_11 OFFER 8"REBAR FOUND
3161032022
10 B e g REBAR CAPPED
25.16' N.C.GRID NAD 83(20 1) I I I N.C.GRID-NAD 83(2011) DRAWN BY: J.EDWARDS
_ _ N=696,675.56' I N=696,662.77'
S81°1' -119.8— E=1,528,598.25' I I I I E-1,528,598.25'
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N8 7 28 SCALE:
_ W-256.15'
_ — 1" = 50' (H)
—
8"REBAR FOUND �
— N.C.GRID-NAD 83(2011)
_ C N =696,636.77'
E=1,528,851.45'
50 25 0 50 100 cloo
©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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�0 LEGEND Lij
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HEAVY DUTY ASPHALT W
REMAIN UNDISTURBED I Z
(TEMP. EXCLUSION I I ' I 02/02/2023 J
FENCE SEE DET. 1/C902)
PAVEMENT
MARKINGNCDOT S DS 1 PER
205
I.,q
GENERAL NOTES 1.ikp0�.• Q
4" DOUBLE NCDOT PAVING 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
12'x 18'DUMPSTER YELLOW LINES I I' 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ;NCBELS#C-3448? = U)
ENCLOSURE I SEE DET. 1/C901 � _
W/2 BOLLARDS SEE I 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
DET.4/C901 �:20•'• O
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS ,� .Q
18 ASSOCIATED WITH RELOCATION. '•.,�N CARS4,00e O
a e°
24"STOP BAR WHITE 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND 0
• ' PER NCDOT STD. 1205 WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
• HEAVY DUTY ASPHALT , 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
SEE DET. 1/C900 COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
a
PARKING AND PAVEMENT NOTES
1. ALL SIGNS, PAVEMENT MARKINGS,AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC DEVICES,2012 EDITION AS AMENDED.
a .4A \ \ R25' a 2. ALL NCDOT PAVEMENT SYBMOLS SHALL BE THERMOPLASTIC PAINT.
\ 5\ \\ \9' I c N 3. ALL NCDOT PAVEMENT LINES SHALL BE POLYREA PAINT.
A ' \ \ \ 0 4. ALL DIMENSIONS ARE TO FACE-OF-CURB UNLESS INDICATED OTHERWISE.
N \ \ \\ \ \ \ I II N°; 5. ALL CURB RADII ARE SUNLESS OTHERWISE INDICATED.
ti 6. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
\45 \ 10 I �� T o 7. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC
m CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE.
\\\ \\ cv I a 8. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.
DEPRESSED i
CURB(TYP.) 0 w 9. CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.
\ \ \ \ SEE DET.5/C901 I < a CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED
DELIVERY RAMP \\ 17 I I w BY INSPECTOR TO INSURE POSITIVE DRAINAGE(TYPICAL AT ALL INTERSECTIONS). W
SEE DET. 2/C901 \ \ I cn 10. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN Z Lo
15 \ \ \ \\ I I I CCD � CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FOR Z L0
\ \ \ \ I w CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR. "ZI
a \ \ \\ \ I I pp 11. CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. N
7
\ \ \ \ C90 I I 12. ALL EXISTING ON-SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF-SITE,
°' \ I o INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON-SITE SHALL BE IDENTIFIED w
'. 7\ \ \ I I POINT OFBEGINNING o TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS.
° A 1 \ \ \ \ I REBAR FOUN 13. ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEE
\ \ N.C.GRID-NAD 3(2011)
° ° \ Y I N=696,863.05' DETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS). J O
\ \ 14. ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL
lui~ iw E=1,528,860.1 I SIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF v! U)
\ `" Iu_ 10'x 70'SIGHT ANY SIGN.
\ \\ \ \ IM to TRIANGLE
° DOLLAR GENERAL PAVEMENT NOTES:
\ \ \ I IT 1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE OR DECREASE WITH VARIOUS
M \ \ \ \ \ STANDARD DUTY I SOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE
COMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL
ASPHALT SEE I REQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.
DOLLAR GENERAL �\ \\ \ \ �, � DET.2/C900
10,665 SF d \ \ \ I i 2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT
OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE. THEY SHALL BE REMOVED AND
F.F.E. = 821 .00 :�a r \ \\ \ I REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEO-TECHNICAL RECOMMENDATIONS.
\ \ \ \ I I 3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY
\ \ \ GEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
� \\ \\ i I SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
.d . T \ I I I 4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST
• \ \ I BE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R
HANDICAP RAMP I (GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
&SIGNAGE SEE A \
DET.3-6/C900 ° o10
\ I
\ \ \ I N
- � I I� SITE PLAN
ENTRANCE BOLLARDS \ \ \\ \ I N
SEE DET.6/C901co\ \ \ I
\ \ PREPARED FOR:
SETB 15'gCK \ TERAMORE DEVELOPMENT
� ' a°I �' a \ \ \
A ° \\ \ \ \ \\ \ I PO BOX 6460
_ _ .- . .9. \ 20,, \ \ I I THOMASVILLE, GA 31758
36 20' I I I
_ I I
7.16' IENANC a,
SITE INFORMATION
E � PROPERTY SIZE 6.70±ACRES
DATE: REVISIONS:
PARCEL ID: 465AO43&PORTION OF 465AO44
I � �
PARKING COUNT 37 SPACES
ROAD R/W 8"REBAR FOUND I ZONE CBI
N=696,675.57- Lu I WATERSHED BACK CREEK/SLOANS CREEK
E=1,528,598.25' - c� INFILTRATION BASIN
_ _ z Iw TEMP. EXCLUSION I STORMWATER PHASE II POST-CONSTRUCTION
_ 'Lu w FENCE SEE DET. 1/C902 I I REQUIRED
-_____ �� I
I I IMPERVIOUS AREA 34,566 SF(0.79±ACRES) SHEET SIZE:
ON-SITE IMPERVIOUS o
24 x36
_ I PERCENTAGE 11.86/o
PROJECT NUMBER:
_N81°1- � STRIPING LEGEND 316103
256.15' 2022
I OPUS CONTROL POINT SURFACES SHOULD BE CLEAN, DRAWN BY:
J.EDWARDS
- DRY AND METAL SURFACES FREE
- ! J MONUMENT SIGN �11) YELLOW CURBING AND BOLLARDS- OF HEAVY RUST.2 COATS APPROVED BY:
� PERMITTED BY OTHERS PARKING LOT SHERWIN WILLIAMS- KEM 4000 J.CHURCH
ROAD RAN E= 85' ACRYLIC ALKYD ENAMEL SAFETY SCALE:
ELEVV..==817.957.95(NAND 88) YELLOW B55Y300
_ SURFACES SHOULD BE CLEAN, 1" = 20' (H)
10'x 70'SIGHT _ DRY. TOP COAT SHERWIN (V)
TRIANGLE - - _ STRIPING PARKING LOT WILLIAMS-PROMAR TRAFFIC
MARKING PAINT YELLOW TM5495 SHEET:
N-C, HI(,HW 5, SURFACES SHOULD BE CLEAN,
gy REBAR FOUND 15 C c 101
VQ'PUBLIC� N.C.GRID-NAD 83(2011) HANDICAP STRIPING-PARKING LOT DRY. TOP COAT SHERWIN 20 10 0 20 40
PER PLAT BOOK 9995 PAGE
i N -696,636.77' WILLIAMS-PROMAR TRAFFIC
- _ 27g4 E=1,528,851.45' MARKING PAINT"H.C." BLUE
©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.

8"REBAR FOUND 6'OPAQUE WOOD /
N.C.GRID-NAD 83(2011) SHADOWBOX FENCE I I /� I o LEGEND `LJJ
GOODNIGHT RD. v J
N=1,528, 16.7.80' I l I PROPERTY LINE B EC Lu
S87°35'59"E-120.04' E=1,528,616.73' I I I I
__ - - g'REBAR
° 1oo - EXISTING CONTOURS
- - - - S87°57'19"E-250.13' - BA I I - oLij
FOUND
I I 10o-----
1 I PROPOSED CONTOURS U
qP
10'sETBACK irj i II BUILDING SETBACK SITE m ����ti 0
LL 3I --------- LANDSCAPE BUFFER Q
--------- ____ I ENGINEERING PLANNING ENVIRONMENTAL
20'TYPE A BUFFER --------- ----- II N I P EX. OVERHEAD ELECTRIC N.C.HIGHWAY 150 9� C)
/�I I I °I 1520MEADOWVIEWDRIV E Q
Fo EX. FIBER OPTICS a
zN 0 WILKESBORO,NC 28697
OUTLET PROTECTION TABLE 0 I
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PIPE NAME DIA(FT) Q DESIGN(CFS) RIP RAP D50 CALC(IN) RIP RAP D50 DESIGN(IN) LA(FT) W,(FT) W2(FT) Da(FT) NCDOT CLASS
R 823 �\ I I o W
g ARI 0
PIPE- 1 1.25 2.12 1.00 5 5.00 3.80 7.10 1.50 A \ I SET/ II ° ¢ MCA/ �2�/ U
PIPE-2 1.25 5.62 3.50 5 5.00 3.80 7.10 1.50 A I I / I -0) I I I a \�� �N R L u
PIPE-3 1 1.66 1.20 5 4.00 3.00 5.70 1.50 A I OFESS
I I I I I I a� 9 W
I VICINITY MAP (NTS) - -A
I
I
822 SEPTIC AREA TO I I I GINS G
REMAIN UNDISTURBED I I I o COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION T%N C.
(TEMP. EXCLUSION I I I I AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR ��i�1j I i i ���`� W
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
\ FENCE SEE DET. 1/C902) I �, I ° GENERAL NOTES Z
\ \ I00 I I 02/02/2023 J
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
\ I I o 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ,, ,
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. �.`` REC, P '•., LLI
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS ..•••••.'9. J
820 i � I ASSOCIATED WITH RELOCATION. :�O�P ��F:: �Z• Q
820 I 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND = U
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH ;NCBELM-3448i C
2 RELOCATION SHALL BE INCLUDED IN THE BASE BID. Z
I = I I I 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR 2'.•• O
e2000 DRIVEWAY I I o I I I COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. �'.,�iQ ••••••'��,���.� Z
PROFILE I I ��ti I I I '•.,41� CARO
• a2o02 I /� I I GRADING NOTES 0
2 3% \ I I I I I 1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL AND 0
\ ` 0+82 0\� o -4. % w N I TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.
0+00 I
Lu � I I I I 2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED.
° e,'9 \ I I I V I ° 3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO
819 / I = I ' I SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF
s I a I ° THE FACILITY.
a�
82pgo ° ' 8�97o ro/yp I I o co I LL 4. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE
OR
B �° I w I I I SPECIFICATIONS.
62�o�j I I I I
5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
oTo o R o2j rc CONCRETE FLUME I i I I T I 6. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
SEE DET.2/C902 - I o I I DISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR.
s I 11� m / 1 7. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
cri g II I 8. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE-OUT AND MARK OUT THE ITEMS ESTABLISHED BY
THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION.
7'Lax 9'W2 OUTLET LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH
PROTECTION SEE DET.5/C902
POINTS AND GRADES HAVE BEEN PLACED TO THE OWNERS SATISFACTION.
W/CONTECH METAL END
N ^/ SECTION OR APPROVED 9. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO STATEMENT
.0 c EITHER IMPLIED OR EXPRESSED REGARDING CUT/FILL QUANTITIES. W Cfl
EQUAL INSTALLED PER
CLEANOUT I I I MANUFACTURERS 10. ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE-ROLLED ENDS. ALL BANDS ARE Z Lo
SEE DET.4/C905 8i I I TO BE HUGGER TYPE. z Ln
ry RECOMMENDATIONS pp� /
11. ALL STORM DRAINAGE PIPES SHALL HAVE 12"MINIMUM COVER. W N
/ I I 12. ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 6" BELOW THE FINISHED
POINT OF BEGI NINGI p ° FLOOR ELEVATION.
8"REBARFOUN I 13. ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH WATER TIGHT JOINTS AND DUAL WALL FITTINGS OR APPROVED I..j
° CONCRETE FLUME N.C.GRID-NAD 3(2011) EQUAL.
' 6 6 PVC ° SEE DET. 2/C902 I I / I N=696,863.05' I I o 14. ALL PIPE LENGTHS GIVEN ARE TO THE CENTER OF STRUCTURES.
' ROOF DRAINS 3. I� �/ i E=1,528,860.10' I 15. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY BENCHMARKS SUPPLIED AS PART OF THESE PLANS. J 0
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CDcn
I? I I 16. CONTRACTOR RESPONSIBLE FOR IDENTIFYING AND PERMITTING WASTE AND BORROW SITES AS NECESSARY. WASTE
' \ � o io AND BORROW SITES MUST BE NCDEQ APPROVED LOCATIONS. W
ED
I I °
co
�. ° I I � I DRIVEWAY P ROFILE STATION
60TC/HP I
>1 DOLLAR GENERAL -010 0+00 1+ 0 0 I +
85 50
,
co F.F.E. = 821.00 I� I I '' °
col °.. ' a oo I / I / I I 84 40
8?�0 �� s2oo2 I I I PERMANENT DITCH TO BE
°ToR °s s2og2o32 I I I LINED WITH CURLEX II SEE EXISTING GRADE
e2pSoeoR � .�\\� 32�0� � �,�� I I � � \Tj4/C904 I 83 30
g2o
LL�& i I i G 4.4%SLOPE
oS0e0R °a. a2032�°R lG�F I I v I l I D� 82 20
O
01 oR s2og2o3 p2 I N I INV.12"RCP z PROPOSED GRADE
YARD INLET- 1 g2 s2°' I I I I =817.92' 81 10
RIM :819.50 e??oo CONCRETE FLUME I I i I I GRADING PLAN
12" HDPE INV OUT:817.00 SEE DET.2/C902 I co I JI I I 80 00
50 5� SEE DET.3/C902 o \ LL
SETB4CK �ti J�,o \ p�l� I I °INV.12"RCP
I � I � PREPARED FOR:
817.64'A. OUTLET STRUCTURE ° 79 790 TERAMORE DEVELOPMENT
� I I
fi RIM :817.00 \\ i I I I LL -0+10 0+00 1+00 PO BOX 6460
15 HDPE INV OUT:815.25 ,_
7'Lax9'W2 I THOMASVILLE, GA 31758
° SEE DET.2/C903 O° I OUTLET PROTECTION I
I 3
PIPE I SEE DET. 5/C902 I
- I I
820 �
820 _ STRUCTURE TABLE PIPE TABLE
I
$17 817 o i I �^ I I // i II I I STRUCTURE NAME DETAILS PIPE NAME SIZE LENGTH SLOPE INVERTS DATE: REVISIONS:
OUTLET STRUCTURE RIM= =815.' PIPE- 1 15 INCH CONCRETE PIPE 87.45' 1.15% INV. O = =817.
816 I I INV OUT=815.25 INV. OUT=817.25
ROAD RAW 8"REBAR FOUND I I I I I °
NZ`'GRfDN=69 3L11) __ Cg W 2 INAL I N/q VION TRENCH 814 i I I I I I RIM=819.50' INV. IN=815.25
N=696,675.�"' PIPE_ YARD INLET 1 INV OUT-817.00' PIPE 2 15 INCH CORRUGATED HDPE PIPE 23.41' 3.26% INV. OUT=814.50
E=1,528,598.25' _ z SEE DET. VC903 FOREBAY I I I I I ° - -
PIPE 3 INV. IN=817.00
12 INCH CORRUGATED HDPE PIPE 168.07' 0.54%
INV. OUT=816.10
_ _ _ Q W I I I I I I LL INV.15"RCP
Fo
F° ( \ I I I ( I I I =816.14'
Fo A I \ _ _ _ �� 10 BUFF \ \ I /I I SHEET SIZE:
11
24"x36"
F-�Fs�_° _ _ _ - \ 819 /I I ° ABBREVATIONS
N81°1 28„W 819 I 1 I PROJECT NUMBER:
Fo - -815- - "256,15, 818 I i I TC TOP OF CURB 3161032022
I OPUS CONTROL POINT
I F=�Fo o 0 0 _ _ _ I I 2„ BC BOTTOM OF CURB DRAWN BY:
- � � �� J / z REBARCAPPE� I I J.EDWARDS
� = GRID-NAD q�,2011) ° TOR TOP OF RAMP APPROVED BY:
I Fo / N=FL96,662.7Z° I LL
_F _ _ _ _ _ / E=1,528596.25' TELE. s
Fo Fo _F ==_ ROADR/w_ / / ELEV.=817.95(NAVD88) PE BOR BOTTOM OF RAMP J.CHURCH
- _ / TELE` TOW TOP OF WALL SCALE:
L � � � - 10'EMERGENCY Fo � ' - -
L SPILLWAY ELEV. =817.75 _FO �F° � FO F PED. s,
- SEE DET. 3/C903 F° � d UTILITY ^ - BOW BOTTOM OF WALL _ ,
7'La x 9'W2 OUTLET NO WETLANDS ARE LOCATED ON THE FO POLE ° - - _ ill - 20 (H)
PROTECTION SEE DET.5/C902 PROPERTY. DETERMINED ON 09/28/2022 Fo Fo _ Fo Fo / d BEFORE YOU DIG! BOD BOTTOM OF DITCH (/)
_ BY DEREK GODDARD, PLS. d �o
_ - - - _ W/CONTECH METAL END N.G.. wAY - HP HIGH POINT
P P _ - - SECTION OR APPROVED HIGH C c i " d INV CALL 1 -800-632-4949 EX.TC EXISTING TOP OF CURB SHEET:
P P P EQUAL INSTALLED PER PER PLAT
JO 6��pV��'G' pp�� N.C.GR D NOAD 83(2011) �0 8
_P OK g995.pAGE2784 ��/�Y N = ,528,851.4 F° F� N.C. ONE-CALL CENTER EX. BC EXISTING BOTTOM OF CURB 20 10 0 20 40
_ MANUFACTURERS
P P �P �-P RECOMMENDATIONS E=1,528,851.45' C200
� d IT'S THE LAW! EP EDGE OF PAVEMENT
P P EC EDGE OF CONCRETE
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P
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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.

- — — — _ FOUND I
I LEGEND tw
10'SETBACK
I LL GOODNIGHT RD.
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�3 SET \\ P EX. OVERHEAD ELECTRIC 11 Q
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I '
\ \ \ I 1 � I I � I I �v . ccNGINE�� •G�: �
° COORDINATE WITH NCDOTAND/OR LOCAL TRANSPORTATION �, �'/ ••�Q'\\�
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR .,��N Ci ICN\\�� U)
\ 1 I ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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° ' e N=696,863.05' O
POST-CONSTRUCTION :3 I I / I E-1,528,860.1o' I I LL W CV
/ POST-CONSTRUCTION : 1 $ o 1� I I I I
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817.64'
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POST-CONSTRUCTION :5 do 1 I I °
I 0 PREPARED FOR:
• _ 820 _ I TERAMORE DEVELOPMENT
' — —7 om / I I / I o PO BOX 6460
819 a I �'� I // j f I THOMASVILLE, GA 31758
817 817 I II— I I
__ -- 816 1 I I I II I
ROAD RAN g'REBAR FOUND I 816 I 1 I I I I I I °
NZ`-GR}D 4A"XZ011)
_ N=696,675.�"' �,/ , � POST CONSTRUCTION :6 814 1 I I I I I
I
E-119.8 p,�— E=1,528,598.25' z I I I I I I o DATE: REVISIONS:
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1.61 '4'
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SHEET SIZE:
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I 1L_Fo _ \ / N<96,662.77' TEIE. 24 x36
�-�d \ ROAD R/W / E=1,528598.25' PE s
_ _ PROJECT NUMBER:
L - - - - ELEV.=817.95(NAVD88)
TELE. 3161032022
_ �fe-� _ — —� — — � /
L — — FO Fo — — — — — — _ , Fo F PED. s DRAWN BY:
— —
— — _ —Fo - - - - - - - - - - —FO — aUTILITY\,� J.EDWARDS
— — _ FO = Fo —FO a POLE ° s —
_ FO � / \ T APPROVED BY:
N.C. HIGHWAY 8REBAR FOUND a IN V 1
N.C.GRID-NAD 83(2011) ° 816
. SCALE:
Sr 'ER PLATB�50 60
BOOK N =696,636.77' 1CUBLIr p,
PAGE 2784 FOI
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UTILITY P P �P — _ � a� SHEET:
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INV.15"RCP P P -P -- _ / / v /
= C201
814.52' �P �P _ a
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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.

FOUND
II I ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS LEGEND W
I I I PROJECT MUST COME FROM A SITE WITH AN APPROVED Cl)
EROSION CONTROL PLAN, A SITE REGULATED UNDER THE - - PROPERTY LINE GOODNIGHT RD. B EC W
- - - - - - - - - _ I 1 MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE - H
DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS 100 - EXISTING CONTOURS J
- SILT FENCE i FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY 100 PROPOSED CONTOURS W
SEE DET.7/C903 010 ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY q
_ _ _ _LZ:
REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT _ - BUILDING SETBACK SITE °° '0��
TEMP. CLEANWATER 1z I OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION o ��Q,V' 0
DIVERSION TO BE / \ OF WATER RESOURCES RULES AND REGULATIONS. --------- LANDSCAPE BUFFER
LINED WITH CURLEX II / I \ I ENGINEERING PLANNING ENVIRONMENTAL Q
z"RTA \ P EX. OVERHEAD ELECTRIC N.C.HIGHWAY 150 9 C)
SEE DET.3-4/C904 �A
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LIMITS OF DISTURBANCE
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- - - - - - - B22- ro SEPTIC AREA TO ° I I I F SS
REMAIN UNDISTURBED I I Q� 9 = W
(TEMP. EXCLUSION / I I
II 1 I VICINITY MAP (NTS) :A = m
- FENCE SEE DET. 1/C902) / I I I RIPRAP INLET PROTECTION U)
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COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION �'�, T%N C.CN�����\
I ° OUTLET PROTECTION AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR '�i/jIt I i U)
- I I ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY. Z
02/02/2023 Q
HARDWARE CLOTH INLET J
/ I \ / I I PROTECTION a_
�I" \
LIMITS OF DISTURBANCE _ pr
2.15±ACRES GENERAL NOTES ��PO��.•• Q
- \ lb I LL 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ;NCBELS#C-3448i = U)
0 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. Z 11­­
I I 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. SKIMMER BASIN CALCULATIONS � 2•• •Q. � 0
o IL d I 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS 1. DA= 1.98ACRES -��.Q•'•••••••' �,����� Z
TEMP. CONSTRUCTION N 1 J I 0 ASSOCIATED WITH RELOCATION. 2. DU= 1.98 ACRES •.,�41 CARo �•` 0
ENTRANCE SEE DET. 4/C903 / 00 I 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND 3. t,= 5 minutes "' 0
/ I a I WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH 4. i= 7.Onr
/ 0 RELOCATION SHALL BE INCLUDED IN THE BASE BID. 5. C= 0.6
o i w I 1 I 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR 6. Quo=CiDA= (0.6)(7.0)(1.98)= 8.32 ft3/s
a ° COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. 7. SA,q=325Q10= (325)(8.32)=2,704 ft'
co- - - - - - 1 ti I I MAINTENANCE PLAN 8.9. W-30800DU= (1800)(1.98)=3,564 ff
o I I 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. 10. depth=3.0
TEMP. CONCRETE ¢ / I+I I 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL 11. W=31 ft,L=93 ft
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
WASHOUT SEE DET. p � 7'Lax 9'W2 OUTLET MANUAL. 12. SAp�d=2,883 ft2
1/C904 13. V =6,561 ft'
PROTECTION SEE DET.5/C902 3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER 14 EtR= 16'
\ w / W/CONTECH METAL END RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS 15. V =4 838 ft3
U) SECTION OR APPROVED AFTER ANY STORM EVENT.A RAINFALL GAUGE SHALL BE KEPT ON SITE,AND A RECORD OF RAINFALL AMOUNTS 16. T@tope n 3 days
- 1 0 `b EQUAL INSTALLED PER AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLSCD dewater Y Z = /T
dewater 1,613 ft3/d
MANUFACTURERS SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY 17• Qdewater V @ top 2 ft''
RECOMMENDATIONS ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
N i _ I FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
0 / O° o PERMITS UNIT.
/ I POINT OFBEGI NINGI 0 0 4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND W c
8"REBAR FOUN I MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. Z Ln
1 / I N C GRID-NAD 3(2011) 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
N=696,863.05' I I CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
E=1,528,860.10' I I I 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
PROPER EROSION CONTROL MEASURES AT ALL TIMES. w
/ I 8. IS IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN STABILITY AND PREVENT EROSION IN ALL
\ / I ° DITCHES/SWALES. UTILIZE RECP OR STONE LINERS AS NEEDED IF PERMANENT GROUND COVER WILL NOT BE
ILL INSTALLED IMMEDIATELY AFTER GRADING. J 0
EROSION CONTROL CONSTRUCTION SEQUENCE
J 1 1 I II I LL 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL U
/ I DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.
0 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
PERMANENT DITCH TO BE I 3. SCHEDULE PRE-CONSTRUCTION MEETING WITH ROWAN COUNTY EROSION CONTROL.
WITH CURLEX II SEE 4. STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
LINED 4 5. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
DET. 904
OF CONSTRUCTION.
6. INSTALL PIPE-1 WITH INLET AND OUTLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO
TEMPORARY DIVERSION I I PROVIDE ACCESS FROM BRIGGS ROAD. MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT
l SEDIMENTATION ONTO PUBLIC ROAD UNTIL SITE ASPHALT IS INSTALLED. STABILIZE ALL NCDOT RAN DITCH
SEE DET.8/C903 N GRADING WITH SEASONALLY APPROPRIATE TEMPORARY AND PERMANENT SEEDING AND CURLEX II MATTING.
co � I INV 12"RCP 7. INSTALL CLEAN WATER DIVERSION ALONG NORTHERN AND WESTERN PROPERTY LINE TO CONVEY OFF-SITE
1 N I 1 2 -817 92 RUNON AWAY FROM PROJECT AREA.
IN I 8. PERFORM THE MINIMUM CLEARING NECESSARY TO INSTALL PHASE 1 EROSION CONTROL MEASURES.
00 coI I I 9. INSTALL SILT FENCE AND STONE OUTLET(S)AT INDICATED AREAS.
00
31'W x 93'L x 3'D 10. INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS
SKIMMER BASIN ¢ J 0
o I I \ INV.12"RCP HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY ROWAN
0
Q� 1.5" FAIRCLOTH W/1.5" I I =817.64' COUNTY EROSION CONTROL.
�� TD KNOCKOUT ORIFICE 0 11. INSTALL TEMPORARY DIVERSIONS AS NEEDED TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY PHASE 1 ESC PLAN
�l�, �1 SEE DET. 1-2/C905 1 I DIVERSIONS AS NEEDED DURING CONSTRUCTION AS GRADING PROGRESSES TO ENSURE POSITIVE DRAINAGE.
in Tp CLASS B RIPRAP 1 I I i I 1 1 12. INSTALL CUT/FILL AS NEEDED AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE
CLASS B RIPRAP / I / I I 1 ELEVATIONS AT BUILDING PAD. INSTALL STONE BASE AND CONCRETE PAD TO BEGIN BUILDING CONSTRUCTION. PREPARED FOR:
13. CONTINUE WITH CUT/FILL INSTALL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE
Tp 819 SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS. TERAMORE DEVELOPMENT
/ \ 819 / I 14. DURING CUT/FILL OPERATIONS, INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY PO BOX 6460
/ I I TRENCHES MUST BE DEWATERED TO SKIMMER BASIN-1 THROUGH AN EFFLUENT BAG.
15. WHEN GRADING REACHES SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS INSTALL STONE BASE TO THOMASVILLE, GA 31758
>c 1 / I II I 0 PROTECT EXPOSED SOILS.
>c 1 I I I I 16. STABILIZE ALL OTHER EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
g'REBARFouND ' >c x 1 I I I I o 17. AFTER SITE STABILIZATION AND APPROVAL BY ROWAN COUNTY EROSION CONTROL, REMOVE SKIMMER BASIN
ROADR/W 815 I I TO COMPLETE FINE GRADING. ENSURE REMOVAL IS COMPLETED DURING A PERIOD WITH NO EXPECTED
N.C.GRID-NAD 83(2011)
N=696,675.56' TEMP. EXCLUSION 1 I I I PRECIPITATION TO ELIMINATE SEDIMENT LOSS.
E=1,528,598.25' 0 819 FENCE SEE DET. 1/C902 I I I I 0 18. AFTER SITE STABILIZATION, INSTALL INFILTRATION TRENCH PER DETAILS TO MEET POST-CONSTRUCTION DATE: REVISIONS:
1 I 1 STORMWATER MANAGEMENT REQUIREMENTS. DO NOT ALLOW ANY UNSTABILIZED AREA TO DISCHARGE TO
819 1 I I ) I I 1 I INFILTRATION TRENCH.
INV 15"RCP 19. INSTALL REMAINING PERMANENT LANDSCAPING.
FO
�-�.� I ( I 1 =816.14' 20. DO NOT REMOVE REMAINING EROSION CONTROL MEASURES UNTIL APPROVAL IS RECEIVED FROM ROWAN
FO
COUNTY EROSION CONTROL.
_ I I- a� - _ �
F� F F==�0 - - _ STONE OUTLET - \� I I I 0 21. AFTER FINAL MEASURES ARE REMOVED, COORDINATE CLOSEOUT INSPECTION WITH ROWAN COUNTY EROSION
- ~� - 1 /I I CONTROL TO VERIFY SITE STABILIZATION.
-FO SEE DET.5/C903 - - - - ��� N81°��' „w 25611 ��- \
- �F_� - 15- - - - 5
-- - - ��•/- ��� 1 / I OPUS CONTROL POINT II
- _ REBAR CAPPED \ 1
7'La x 9'W2 OUTLET -� � - - __ _ - - _ s SHEET SIZE:
' PROTECTION SEE STONE OUTLET _ - - - - -_- - - \C.GRID-NAD q ,2011) ° r` STABILIZATION TIMEFRAMES 24°x36°
Fo - - - - N-<96,662.77'
I DET.5/C902 SEE DET. 5/C903 F�-�O - - - - - - -- - _ - ROAD R/W ♦� / / , E=1,528598.25' TELE. sT
_ - - - - -=_ - - - - - - - - - - ♦ / / ELEV.=817.95(NAVD 88) PE ` SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS PROJECT NUMBER:
L - 10'EMERGENCY FO - - - - - - - - / I TELE. 3161032022
SPILLWAY ELEV. =818.00 FO Fo - '� i • Fo F PERIMETER DIKES,SWALES,DITCHES, DRAWN BY:
SEE DET. 3/C905 FO �_ Fo = - - - - - - - - FO °uTl ,�,C// 7 DAYS NONE J.EDWARDS
- - - - - -�• Fo PO �V SLOPES
P - - - - - - SILT FENCE Fo FO FO Fo FO a a APPROVED BY: J.CHURCH
N SEE DET.7/C903 � 5i a 0�
HIGH QUAILTY WATER(HQW)ZONES 7 DAYS NONE
-..,► 150- 60,p SCALE:
�P PER P N.C.GRID-NAD 83(2011)
p� IF SLOPES ARE 10'OR LESS IN
P P C sr r PLAT BOOK9995,PAGE BLIP►V w N =696,636.77' _
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sr _sr a THAN 2:1,14 DAYS AREA ALLOWED.
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=813.64' P -P -P ' /tea a� - N.C. ONE-CALL CENTER I� 14DAYS 20 10 0 20 40 C300
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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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II I ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS LEGEND W
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- - - - - - - - - _ I 1 MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE - H
DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS 100 - EXISTING CONTOURS J
- - SILT FENCE i FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY 100 PROPOSED CONTOURS W
SEE DET.7/C903 01 o I ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY q
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DIVERSION TO BE / \ OF WATER RESOURCES RULES AND REGULATIONS. --------- LANDSCAPE BUFFER
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\ Ibti i I 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. Z U
/ I 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ;NCBELS#C-3448i = U)
o 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.co Z
N I I 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. SKIMMER BASIN CALCULATIONS 1 2••• :Q.
o I d I I 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS 1. DA= 1.98ACRES
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TEMP. CONSTRUCTION 1 J I o ASSOCIATED WITH RELOCATION. 2. DU= 1.98 ACRES '"""'CAR %%�•` 0
ENTRANCE SEE DET. 4/C903 00 I I 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND 3. t,= 5 minutes too
820 I a I o WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH 4. i= 7.Onr
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w I LL 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR 6. Q10=CiDA= 0 6 7 0 1.98)= 8.32 ft3/s
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co .ti I I MAINTENANCE PLAN 9. W-38000DU= (1800)(1.98)=3,564 ft
0 I I 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. 10. depth=3.0
TEMP. CONCRETE ¢ / + LL 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL 11. W=31 ft,L=93 ft
WASHOUT SEE DET. �-a �I I COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL 12. SA =2,883 ft2
1/C904 0 X 7'Lax 9'W2 OUTLET MANUAL. 13. V p=6,561 ft'
PROTECTION SEE DET.5/C902 3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER 14 EtR= 16'
w / W/CONTECH METAL END RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS 15. V =4 838 ft3
SECTION OR APPROVED AFTER ANY STORM EVENT.A RAINFALL GAUGE SHALL BE KEPT ON SITE,AND A RECORD OF RAINFALL AMOUNTS 16. T@tope n 3 days
0 `b EQUAL INSTALLED PER AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLSCD dewater Y 2 = /T
dewater 1,613 ft3/d
/ MANUFACTURERS SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY 17• Qdewater V @ top 2 ft''
RECOMMENDATIONS ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
\ / i �1 Q I PERMITS UNIT.
/ I POINT OFBEGI NING o 1 4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND W C-0
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N=1,528,860.1 I I CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
E=1,528,860.10' I I I 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
CD c1q / I I ° 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
/ I I PROPER EROSION CONTROL MEASURES AT ALL TIMES. w
/ I I I 8. IS IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN STABILITY AND PREVENT EROSION IN ALL �/
CD DITCHES/SWALES. UTILIZE RECP OR STONE LINERS AS NEEDED IF PERMANENT GROUND COVER WILL NOT BE
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EROSION CONTROL CONSTRUCTION SEQUENCE
J 1 1 I II I LL 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL U
I I DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.
_ co 0 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
PERMANENT DITCH TO BE 3. SCHEDULE PRE-CONSTRUCTION MEETING WITH ROWAN COUNTY EROSION CONTROL.
LINED WITH CURLEX II SEE 24. STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
O° DET.4/C904 I 5. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
n co 1 / / OF CONSTRUCTION.
6. INSTALL PIPE-1 WITH INLET AND OUTLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO
I I PROVIDE ACCESS FROM BRIGGS ROAD. MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT
l o SEDIMENTATION ONTO PUBLIC ROAD UNTIL SITE ASPHALT IS INSTALLED. STABILIZE ALL NCDOT RMt DITCH
N GRADING WITH SEASONALLY APPROPRIATE TEMPORARY AND PERMANENT SEEDING AND CURLEX II MATTING.
rn I IN..12"RCP 7. INSTALL CLEAN WATER DIVERSION ALONG NORTHERN AND WESTERN PROPERTY LINE TO CONVEY OFF-SITE
o TEMPORARY DIVERSION 1 co co I I I o RUNON AWAY FROM PROJECT AREA.
SEE DET.8/C903 10 , 8. PERFORM THE MINIMUM CLEARING NECESSARY TO INSTALL PHASE 1 EROSION CONTROL MEASURES.
I I I 9. INSTALL SILT FENCE AND STONE OUTLET(S)AT INDICATED AREAS.
31'Wx93'Lx3'D
SKIMMER BASIN Q J o 10. INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS
0 I I \ INV.12"RCP HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY ROWAN
1.5" FAIRCLOTH W/1.5" i I \ I =817.64'O COUNTY EROSION CONTROL.
SEEDETU1 2 0/C905 IFICE I \ 11. INSTALL TEMPORARY DIVERSIONS AS NEEDED TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY PHASE 2 ESC PLAN
1 I I I DIVERSIONS AS NEEDED DURING CONSTRUCTION AS GRADING PROGRESSES TO ENSURE POSITIVE DRAINAGE.
CLASS B RIPRAP 1 I I I I I I 12. INSTALL CUT/FILL AS NEEDED AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE
CLASS B RIPRAP al a� I / I I I ELEVATIONS AT BUILDING PAD. INSTALL STONE BASE AND CONCRETE PAD TO BEGIN BUILDING CONSTRUCTION. PREPARED FOR:
0 13. CONTINUE WITH CUT/FILL INSTALL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE
al v 8 9�Ta Ta �pTp SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS. TERAMORE DEVELOPMENT
/ 818 819 / I o 14. DURING CUT/FILL OPERATIONS, INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY PO BOX 6460
815 � / I I TRENCHES MUST BE DEWATERED TO SKIMMER BASIN-1 THROUGH AN EFFLUENT BAG.
15. WHEN GRADING REACHES SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS INSTALL STONE BASE TO THOMASVILLE, GA 31758
o >c 10 / I II I PROTECT EXPOSED SOILS.
>c I I 16. STABILIZE ALL OTHER EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
g'REBAR , 815 k >c x I I I I I o 17. AFTER SITE STABILIZATION AND APPROVAL BY ROWAN COUNTY EROSION CONTROL, REMOVE SKIMMER BASIN
ROADR/W I I TO COMPLETE FINE GRADING. ENSURE REMOVAL IS COMPLETED DURING A PERIOD WITH NO EXPECTED
N.C.GRID-NAD 83(2011)
N=696,675.56' TEMP. EXCLUSION I I I I PRECIPITATION TO ELIMINATE SEDIMENT LOSS.
"E 119,80��- E=1,528,598.25' 0 819 FENCE SEE DET. 1/C902 I I I I 18. AFTER SITE STABILIZATION, INSTALL INFILTRATION TRENCH PER DETAILS TO MEET POST-CONSTRUCTION DATE: REVISIONS:
819 I I I STORMWATER MANAGEMENT REQUIREMENTS. DO NOT ALLOW ANY UNSTABILIZED AREA TO DISCHARGE TO
INFILTRATION TRENCH.
INV 15"RCP 19. INSTALL REMAINING PERMANENT LANDSCAPING.
FO FO I =816.14' 20. DO NOT REMOVE REMAINING EROSION CONTROL MEASURES UNTIL APPROVAL IS RECEIVED FROM ROWAN
I I COUNTY EROSION CONTROL.
_ I I_ a� � � _ _ � � i
F� F-�F= �° - _ STONE OUTLET \� I I I 21. AFTER FINAL MEASURES ARE REMOVED, COORDINATE CLOSEOUT INSPECTION WITH ROWAN COUNTY EROSION
- ~� - I /I I CONTROL TO VERIFY SITE STABILIZATION.
-FO SEE DET.5/C903 F_ _ - _ - - - ��� \ N81.17' „w � M6 \ �l
- � -815� � 256.15�
-� ��•/- OPUS CONTROL POINT I
7'La x 9'W2 OUTLET � � �, - - - _- - - _ _ / 'REBAR CAPPED I sr SHEET SIZE:
I PROTECTION SEE STONE OUTLET _ - -_ - - - - '� N.C.GRID-NAD�,2011) o ` STABILIZATION TIMEFRAMES 24°x36°
Fo - - - N-<96,662.77'
I DET.5/C902 SEE DET. 5/C903 �-�° ' - - - - _ _- - _ - ROAD R/W ♦� / / , E=1,528598.25' TELE. sT
_ - - - - - - ♦ / / ELEV.=817.95(NAVD 88) PE ` SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS PROJECT NUMBER:
L - 10'EMERGENCY F° FO �-Fo- _ - - - - - - - - - - / I TELE. 3161032022
L _ _ SPILLWAY ELEV. =818.00 FO Fo - '� i • Fo F /�-�� PERIMETER DIKES,SWALES,DITCHES, DRAWN BY:
SEE DET. 3/C905 FO �_ Fo = - - - - - - - - FO °UT I ,�,C// 7 DAYS NONE J.EDWARDS
- - - - - --•� Fo PO �V SLOPES
P - - SILT FENCE Fo Fo Fo Fo Fo a a APPROVED BY: J.CHURCH
N SEE DET. 5i a 0�
HIGH QUAILTY WATER(HQW)ZONES 7 DAYS NONE
PP � �, ---..,► 150- 60. SCALE:
�P PER N.C.GRID-NAD 83(2011)
p� IF SLOPES ARE 10'OR LESS IN
C sr � r PLAT BOOK9995,PAGE PUBLIC►V w N =696,636.77' �� _ �
P P sraft sr ' E 2784 E-1,528,851.45' SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER 1 - 20 (H)
sr a THAN 2:1,14 DAYS AREA ALLOWED.
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P P P P - a SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER SHEET:
UTILITY P -P _ - L CALL 1 -800-632-4949 THAN 50'LENGTH
POLE INV.15"RCP P -P - - -
=813.64' P -P -P _ _ ' �/tea a� - N.C. ONE-CALL CENTER I� 14DAYS 20 10 0 20 40 C301
P ALL OTHER AREAS WITH SLOPES NONE,EXCEPT FOR PERIMETERS
INV.15"RCP P -P -� _ / v ' FLATTER THAN 4:1 AND HQW ZONES
=814.52' -P _ , a ITS THE LAW!
-P 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.

FOUND
II ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS LEGEND W
/ I PROJECT MUST COME FROM A SITE WITH AN APPROVED Cl)
- - - - - - - - - - - - I EROSION CONTROL PLAN, A SITE REGULATED UNDER THE - - PROPERTY LINE GOODNIGHT RD. B EC W
MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE - H
DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS 100 - EXISTING CONTOURS J
- - FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
- - o N I ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY 100 PROPOSED CONTOURS 0 qP
REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT m � �'� 0
- - - - - - - - - - - - \ �z I - - BUILDING SETBACK sirE � � `o
1 \ I OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION �010� V' 0
OF WATER RESOURCES RULES AND REGULATIONS. --------- LANDSCAPE BUFFER ��� UU
�`p� ?"RSA \\ I P EX. OVERHEAD ELECTRIC N.C.HIGHWAY 150 v ENGINEERING I PLANNING I ENVIRONMENTAL `^
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SEE DET.6/C903 I %v ' NGINE ' Gam:
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION �'�, CN�����\
\\ I I AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
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N I PROTECTION
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CN
\\ (:b I II LL 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. �U/
• ° V)2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. � ;NCBELS#C-3448i
o 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. Z
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• s 8�0 �I I i I I 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. 2••••• Q. 0
d 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS �'��'Q ••••••' N,����� Z
ASSOCIATED WITH RELOCATION. •. rH CARo���•` 0
s / I 100 I I 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND 0
81g / I WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
N I ° RELOCATION SHALL BE INCLUDED IN THE BASE BID.
s : ° I w I I I 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
• C' COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
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f "1 ° - a SEE DET.2/C902 T o I 0 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
°.' y .° A�\'.°. °.° co / 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
uj
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
\' ID 7'Lax 9'W2 OUTLET MANUAL.
\ I O PROTECTION SEE DET.5/C902 3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
\ w / W/CONTECH METAL END RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
U) ^ SECTION OR APPROVED AFTER ANY STORM EVENT.A RAINFALL GAUGE SHALL BE KEPT ON SITE,AND A RECORD OF RAINFALL AMOUNTS
C7 c EQUAL INSTALLED PER AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
SEE DECLEANOTU4/C905 \ , I CD // MANUFACTURERS SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
RECOMMENDATIONS ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
4' FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
i o I PERMITS UNIT.
/ I POINT OFBEGI NING 1 0 ° 4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND W C.0
\ I PREBAR FOUN I MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. Z Ln
6-6" PVC ° , : CONCRETE FLUME / I N N.C696,63.OD 3(2011) ° 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF z :I-
ROOF DRAINS ° SEE DET.2/C902 / I E=1,528,860.10' I I CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
X r I I I I 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
N / I I ° 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
co LL PROPER EROSION CONTROL MEASURES AT ALL TIMES. w
I / I I I 8. IS IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN STABILITY AND PREVENT EROSION IN ALL u/
0 DITCHES/SWALES. UTILIZE RECP OR STONE LINERS AS NEEDED IF PERMANENT GROUND COVER WILL NOT BE
O° i I i i 11 LL INSTALLED IMMEDIATELY AFTER GRADING. J 0
>� DOLLAR GENERAL \\ J/ I I I� I o EROSION CONTROL CONSTRUCTION SEQUENCE
a- a I I I 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL
CD
10,665 SF a / I I DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.
F.F.E. = 821 .00 :�a rn I 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
_ oo / UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
PERMANENT DITCH TO BE I 3. SCHEDULE PRE-CONSTRUCTION MEETING WITH ROWAN COUNTY EROSION CONTROL.
LINED WITH CURLEX II SEE 4. STAKE-OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
I 4 I 5. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
DET. 904
OF CONSTRUCTION.
I I 6. INSTALL PIPE-1 WITH INLET AND OUTLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO
PROVIDE ACCESS FROM BRIGGS ROAD. MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT
° A. I l SEDIMENTATION ONTO PUBLIC ROAD UNTIL SITE ASPHALT IS INSTALLED. STABILIZE ALL NCDOT RAN DITCH
N GRADING WITH SEASONALLY APPROPRIATE TEMPORARY AND PERMANENT SEEDING AND CURLEX II MATTING.
.' . 3 I INV.12"RCP° 7. INSTALL CLEAN WATER DIVERSION ALONG NORTHERN AND WESTERN PROPERTY LINE TO CONVEY OFF-SITE
YARD INLET- 1 N -817.92 RUNON AWAY FROM PROJECT AREA.
RIM :819.50 CONCRETE FLUME I I I °
12" HDPE INV OUT:817.00 SEE DET.2/C902 �z ' 8. PERFORM THE MINIMUM CLEARING NECESSARY TO INSTALL PHASE 1 EROSION CONTROL MEASURES.
I I I 9. INSTALL SILT FENCE AND STONE OUTLET(S)AT INDICATED AREAS.
SEE DET.3/C902 0 0 10. INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS
O I I \ LL INV.12"RCP HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY ROWAN
817.64' COUNTY EROSION CONTROL.
° OUTLET STRUCTURE I I \ 0 11. INSTALL TEMPORARY DIVERSIONS AS NEEDED TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY FINAL PHASE ESC PLAN
RIM :817.00 I I I I I DIVERSIONS AS NEEDED DURING CONSTRUCTION AS GRADING PROGRESSES TO ENSURE POSITIVE DRAINAGE.
s° a-4 15 HDPE INV OUT:815.25 00 I 7'La x 9'W2 I I 12. INSTALL CUT/FILL AS NEEDED AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE
SEE DET. 2/C903 I I OUTLET PROTECTION I o ELEVATIONS AT BUILDING PAD. INSTALL STONE BASE AND CONCRETE PAD TO BEGIN BUILDING CONSTRUCTION.
I 13. CONTINUE WITH CUT/FILL INSTALL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE PREPARED FOR:
820 PIPE-3 I SEE DET.5/CI 02 SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS. TERAMORE DEVELOPMENT
820 0 / 14. DURING CUT/FILL OPERATIONS, INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY PO BOX 6460
^� TRENCHES MUST BE DEWATERED TO SKIMMER BASIN-1 THROUGH AN EFFLUENT BAG.
INLET PROTECTION 819 I� / I I 15. WHEN GRADING REACHES SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS INSTALL STONE BASE TO THOMASVILLE, GA 31758
SEE DET.2/C904 817 / I I� I PROTECT EXPOSED SOILS.
816 816 I I I I I I I 16. STABILIZE ALL OTHER EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
ROgDR� g'REBARFOUND I I I I o 17. AFTER SITE STABILIZATION AND APPROVAL BY ROWAN COUNTY EROSION CONTROL, REMOVE SKIMMER BASIN
I I I I I TO COMPLETE FINE GRADING. ENSURE REMOVAL IS COMPLETED DURING A PERIOD WITH NO EXPECTED
N.C.GRID-NAD 83(2011) 8 INFILTRATION T 814 CH PRECIPITATION TO ELIMINATE SEDIMENT LOSS.N=696,675.56' DATE:
\ PIPE-2
E-119.8 p,�- E=1,528,598.25' SEE DET. 11C903 I I I I 0 18. AFTER SITE STABILIZATION, INSTALL INFILTRATION TRENCH PER DETAILS TO MEET POST-CONSTRUCTION REVISIONS:
' FOREBAY I I I LL STORMWATER MANAGEMENT REQUIREMENTS. DO NOT ALLOW ANY UNSTABILIZED AREA TO DISCHARGE TO
INFILTRATION TRENCH.
I I I I i I LL INV 15'"RCP 19. INSTALL REMAINING PERMANENT LANDSCAPING.
FO FO i - - _ _ - 20. DO NOT REMOVE REMAINING EROSION CONTROL MEASURES UNTIL APPROVAL IS RECEIVED FROM ROWAN
I COUNTY EROSION CONTROL.
F� F-�F_- - - 819 I 21. AFTER FINAL MEASURES ARE REMOVED, COORDINATE CLOSEOUT INSPECTION WITH ROWAN COUNTY EROSION
� - - _ STONE OUTLET _ _ ��.� \ I /� CONTROL TO VERIFY SITE STABILIZATION.
FO SEE DET.5/C903 _ - - ��� \ N81° /.
=815- 256.15'
�,-, _ _ _ = _ _ _ � 818 I / I OPUS CONTROL POINT �I
_ -
-� REBAR CAPPED I s
,� r SHEET SIZE: 24 X36
N.C.GRID-NAD q�,2011)
` STABILIZATION TIMEFRAMES " ,
N=<96,662.77' TEIE.
- - ` _ ROAD R/W ��; / , E=1,528598.25' s
_ _FO F - - - =_ ___ - - - _ _ - - - - - _ / .� ELEV.=817.95(NAVD 88) PE ` SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS PROJECT NUMBER: 3161032022
L 10'EMERGENCY o- _ _ _ _- / TELE.
SPILLWAY ELEV. =817.75 FO F _ _ - '� i • Fo F //��--��J�' � PERIMETER DIKES,SWALES,DITCHES, DRAWN BY:
SEE DET.3/C903 ° FO �o_ - - - - - - �� FO °UTI �,C// 7 DAYS NONE J.EDWARDS
7'La x 9'W2 OUTLET i - -�� - - - --Oral �F° �VV SLOPES
_ - - _ - - PROTECTION SEE DET.5/C902 -- FO -- FO � FO �FO a Po
APPROVED BY:
- _ - - _ _ _ W/CONTECH METAL END SILT FENCE d/ J.CHURCH
N HIGH QUAILTY WATER(HQW)ZONES 7 DAYS NONE
SECTION OR APPROVED SEE DET.7/C,1 1" a 0�
L REBAR FOUND SCALE:
P P EQUAL INSTALLED PER PER PLAT 150- `j0'pUB 1A, N.C.GRID-NAD 83(2011)
P P P MANUFACTURERS BOOK99g5 PAGE27gq PUBLIC C R/ IF SLOPES ARE 10'OR LESS IN
_ N = ,528,851.4 SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER �� = 20' (H)
P � - E=1,528,851.45'
P P RECOMMENDATIONS SST ST a THAN 2:1,14 DAYS AREA ALLOWED. (`�
�/)
BEFORE YOU DIG!
P P P ' a SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER SHEET:
UTILITY ` -P - a CALL 1 -8 00-632-4949 THAN 50'LENGTH
POLE INV.15"RCP P -P - - -
=813.64' ` -P -P _ _ ' /�-- a� - N.C. ONE-CALL CENTER I� 14DAYS 20 10 0 20 40 C302
P ALL OTHER AREAS WITH SLOPES NONE,EXCEPT FOR PERIMETERS
INV.15"RCP ` -P -� _ / v ' FLATTER THAN 4:1 AND HQW ZONES
=814.52' P -P -P p _ , a ITS THE LAW!
-P -P - L 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.

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822 5tF' AREA TO I i I I II I COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION �'/, r%N C.CN��\\\��
REMAIN UNDISTURBED I / I I I 0 AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR '�i� I I I ���`� W
PRESSURE (TEMP. EXCLUSION - I / I I I I I ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY. Z
MANIFOLD PRIMARY FIELD \ FENCE SEE DET. 1/C902) / �, I I 02/02/2023 Q
I I J
REPAIR FIELD � � �
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TAIL LINES AREA LAID OUT FOR I / I :• �•,..•0..;9: J
INFORMATION PURPOSES ONLY. ASSUMING I /� I I I GENERAL NOTES :Gp�P R9T�;• Q
I820 AN LTAR OF 0.35 AND A FLOW OF 240 GPD I I / I \ / I LL 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. Z U
BASED ON THE DOLLAR GENERAL MOU. / I 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ;NCBELM-3448; U)
SEE SEPTIC PERMIT FOR ACTUAL LAYOUT. - - - I / N / I \ I O 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. Z
_ 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. 2•• 'Q. 0
c I N I \ I I 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS ��,�p�• ••••••' �,����� Z
N I \ tip' I I 0 ASSOCIATED WITH RELOCATION. '.,�rHCAR ��• 0
. . I U 4 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
I I WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
0
N ry / I I i
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
1 s 8�0 I �I / 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
00
I ♦♦ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
0
ON-SITE UTILITY NOTES
819 / I a I I 1. FOR GENERAL SITE WORK, SEE SHEET C100.
\ / I LL 2. ALL WATER DISTRIBUTION PIPE SHALL BE DUCTILE IRON WATER PIPE CONFORMING TO ALL STATE AND LOCAL
co
° 2"ELE TRICALICONDUIT \ I �� I w I STANDARDS.
Q 1 I 3. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 OR GREATER.
N I I 4. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC PIPE FOR GRAVITY FLOW AND SCH 40 FOR PRESSURED FLOW
2"CONDUIT I I I T Y I (BEDDED IN STONE)CONFORMING TO ALL STATE AND LOCAL STANDARDS.
e e _ ` I I o I I 5. FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON (PUSH-ON TYPE JOINT) CONFORMING TO ANSI AND AWWA
m / + STANDARD SPECIFICATIONS.
6. PIPE AND FITTINGS 3"AND SMALLER ARE TO BE EITHER PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS OR SOFT
K-COPPER. GATE VALVES SHALL BE TELESCOPE TYPES. ALL VALVES MUST BE MUELLER, M&H OR KENNEDY AND
Lu
\\ I I Oa ° I I BE RATED 175 PSI WORKING PRESSURE AND 300 PSI HYDROSTATIC TEST PRESSURE. ALL VALVES WILL BE OPEN
w / I I I LEFT AND BE CAST OR DUCTILE IRON BODIED.
\\ I I � cn I I 0 7. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3'ABOVE THE TOP OF THE PIPE. W U �
\ \ 8. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS Z u
TEN FEET (10'). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND z Ln
SEWER LINE IS EIGHTEEN INCHES(18").
9. THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS. N
_, \ / 0 10. DIMENSIONS SHOWN ARE CENTERLINE OF PIPE OR FITTINGS.
w o ' \\ I I / I POINT REBAR OUN NING1 o ° 11. ALL SPRINKLER, DOMESTIC, AND SANITARY LEADS TO THE BUILDING SHALL END 5' FROM THE EDGE OF BUILDING w
� N \ I I a°REBAR FOUN I AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND
N j ° \ N.C.GRID-NAD 3(2011)
\ I I / I N-696,863.05' O EXTEND AS NECESSARY).
° m I� y/ I E-1,528,860.1 1 I 12. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE. SEE SITE J 0
o I- I� I I I I WORK SPECIFICATIONS.
U \ w \ o Im / I I O 13. ALL GATE VALVES/BOXES SHALL BE TO TOWN/CITY STANDARDS.
N ° e' \�� I I 14. ALL TRENCHING, PIPE LAYING,AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS.
IT / 1 I 15. SEE SITE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS.
O° \ I \ I I I ° 16. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS
LL SYSTEM PRIOR TO COMPLETION.
00
N ' ° I
I1� I 17. INSTALLATION OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS.
DOLLAR GENERAL I �/ I I i 1 0 18. SEE ELECTRICAL PLAN FOR SITE LIGHTING LAYOUT.
• '� 10,665 SF \. I I 1 I I 19. SEE'M'SHEETS FOR CONTINUATION OF FACILITIES INTO AND OUT OF THE BUILDING.
2,000 GAL. ' I I ' I I I I 20. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL POWER PROVIDER FOR THE LOCATION OF THE
PUMP TANK I F.F.E. = 821 .00 .�° \ a' I I I i TRANSFORMER AND ANY NECESSARY CONDUITS.
21. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL TELECOMMUNICATION PROVIDER THE LOCATION
2,000 GAL. e I / I Coo' I I O OF ANY PEDESTALS AND NECESSARY CONDUITS.
SEPTIC TANK
INV. =815.00
SJE-RHOMBUS FLOW EQUALIZATION I I I I
0
CLEANOUT CONTROL PANEL IFS11W9224H 10E 15A I N
SEE DET.4/C905 18A(SIMPLEX), DOSE 2 TIMES DAILY AT I I
105 GALLONS \ I I I N I I
PROPOSED WELL W/ \ 0 UTILITY PLAN
4'x 4'CONCRETE I \ I co I I I I
PAD SEE DET.5/C904 a•� 4 SCH 40 PVC :' I J 0
SETBACK - SEWER INV. =815.50 e I I I I \ PREPARED FOR:
1"SDR 21 PVC 1 I I I \ I TERAMORE DEVELOPMENT
WATER LINE A.. 2 PO BOX 6460
--------
aI � /I I I I I I THOMASVILLE, GA 31758
A � I I I °
820 \ I I
1"RPZ(DOMESTIC)WITH 820 0
HEATED ENCLOSURE � � � � � 'I"' � I / I { I
819 r DATE: REVISIONS:
1" RPZ(IRRIGATION)WITH I I I II I I
HEATED ENCLOSURE �\ 816 816 I I o
ROAD R/W e REBAR FOUND _
NZ`1G? Dt I,4p.W Z011) 8� I I
N=696,675.57- IRRIGATION TO BE W\ 814 I I I I I
"E-11980�- E=1,528,598.25' ������ DESIGNED BY OTHERS z _ _ _ _ _ I O
07
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( - - _ _ _ \ LIGHTED 0
FO FO I I - �'�� �� \ MONUMENT SIGN \ /I I 1 ( I I SHEET SIZE:
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FE- _ / I I I 24"x36��
FO
_FO _FO _ � _ � _ \ 819 r� I I \ I 0
� \ PROJECT NUMBER:
�Fo= � _ � � �81 N81°1-56.15' � \ 819 I \ \ / T I 3161032022
Fo _ 5 /
FO - _ - _ \ � �\ 81g _ / I OPUS CONTROL POINT DRAWN BY:
F--�° _ - _ �� _ t
REBARCAPPF� I s� J.EDWARDS
N.C.GRID-NAD�,2011)
Io- / N=696,662.77/ I o
APPROVED BY:
�-�FO _ ROAD R/W / E=1,528596.25' TELE.
J.CHURCH
_ _Fe FO - - - -= - ELEV.=817.95(NAVD 88) PE
L � CFO _ - - - - - - - / PEDTELE SCALE:
Fo =Fo- - - - - - - _ - - - _' / / Fo F d UTILITY _ LOCAL UTILITY COMPANIES 1" = 20� (H)
Fo FO�-�C9 FO _ - FO FO FO a POLE �° UTILITY COMPANY NAME PHONE (V)
- _ FO FO FO t/ \�O BEFORE YOU DIG! WATER ROWAN COUNTY ENVIRON. HEALTH [phone]
P N•C. 5 a/ SHEET:
do
_ HI�HWA1' 150. CALL 1 -800-632-4949\ g'REBAR FOUND POWER DUKE ENERGY [phone]
P P < sr r PER PLAT BOOK999560GPUBLIC N N.C.0 961,636AD 83(2011) TELEPHONE CHARTER [phone]
RM/ - N.C. ONE-CALL CENTER 20 10 0 20 40 C400
P �P � � �sr � E=1,528,851.45'
P _ TELEPHONE AT&T [phone]
P _P _P _P� _ _ = _ _ a/ a ITS THE LAW! SANITARY SEWER ROWAN COUNTY ENVIRON. HEALTH [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.

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/\ PROPERTY LINE GOODNIGHT RD.
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LANDOWNER I I SETS \ �� /7 U
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VICINITY MAP (NTS)
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T ANGLE I I �v •.�NGINE��•.G�:� �
- - - - - - - - - - - PT AREA TO / SEE I I I COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION "'�, T%N C.C,\A �\
� � REMAIN UNDISTURBED � � � I I AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR ��// I I I ���`� U)
(TEMP. EXCLUSION 1 'y I I II I I ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY. z
\FENCE SEE DET. 1/C902 � � y• I I I I ° 02/02/2023 J
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GENERAL NOTES 0� R9T••• Q
y y y y y y y SOD o 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. G '; Z U
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. : ;NCBELM-3448; : U)
W W y y y y y y y y y y y y y y y y y y y 'b- _y y fy N / I \ I ° 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. Z = = •
y y y y y \ 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. 2•••• •;Q. O
_y y y y y y N / I \ I I I 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS '��.Q ••••••��,����` z
y y y _ _ _ _ _ I \ / I ° ASSOCIATED WITH RELOCATION. '•.,Foy CAR"'o O
y y y \ \\ I � I / 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND ��"'���
y y y y • .. \ I I \ / I I I WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
y y y
A.
A ° / I I II I o RELOCATION SHALL BE INCLUDED IN THE BASE BID.
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
I V O
y y ° RM- 1 I J I DOLLAR GENERAL LANDSCAPE NOTES:
A. GRADING NOTES
y \ I a I o 1. CONTRACTOR TO GRADE ALL AREAS SHADED IN THE PLANS INCLUDING R.O.W.
y I N I I 2. TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND REDISTRIBUTED OVER
A.. _ \ y y y k. y �• y / I • ; I I GRADED AREAS. PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES DURING
r.° y y y y y W ��d o
I I \ I I / I 00 I I LL CONSTRUCTION.
y y y \ y y y w / I I ti I I 3. TILL SOIL TO A DEPTH OF 4" MINIMUM.
y s ° y y y y I y " o I 4. REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST DIRECTION.
y y � � < s '°A °' 9°.. .°' 'a\ °. .'°.° y .v �� .L// m 5. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.
y y y y _ y fit/ \ Q 6. ALL GRADED AREAS TO RECEIVED SEED OR SOD, TOPSOIL, STRAW AND WATER UNTIL A HEALTHY STAND OF
p I I ° GRASS IS OBTAINED.
y \\ y y y I \\0 0- I I LL 7. REFER TO GRADING SHEET FOR MAXIMUM SLOPES.
• 1 \ \ y l y y y , y I / I I I B. LAWN SEEDING&SODDING NOTES:
1. ALL LAWNS FROM FACE OF THE BUILDING AND ON THE SIDE WHERE THERE IS PARKING OR A STREET ARE W
1 \ (CC�DD LL REQUIRED TO BE FULLY SODDED.ALL OTHER LANDSCAPE ARES TO RECEIVE SEED. Z LO
2. AREAS TO RECEIVE SEED OR SOD SHALL BE CLEAN OF DEBRIS AND FREE OF WEEDS. z LC�
y y 1 \ \\ y I y y y I y / pp� / I \ I 3. SEED MIX TO BE DROUGHT TOLERANCE FESCUE OR REGIONAL SPECIFIC BLEND. TO OF THE SEED
MIXTURE TO BE ANNUAL RYE TO AIDE IN LIMITING EROSION OF PERENNIAL SEEDING DURING GERMINATION. I..L
\ w 0 4. STRAW SHALL BE THRESHED STRAW OF HAY, OATS, WHEAT, BARLEY OR RYE. SPREAD AT A RATE OF 2-1/2
y y y I y 1 I POINT OFBEGI NINGI o ° TONS PER ACRE. STRAW, NETTING AND OTHER ANTI-EROSION MATERIALS TO BE REMOVED AFTER w
REBAR FOUN n/
• � w � I a I ESTABLISHED LAWN. (n IJ_
y 1 \\ ° \ \ y y y y • / I N.C.GRID-NAD 3(2011) 5. MAINTENANCE SHALL BE BEGIN IMMEDIATELY AFTER SEEDING. WATER REGULARLY TO KEEP LAWN AREAS
N=696,863.05' o J
1 Q / I E=1,528,860.10' I I MOIST TO MAXIMIZE GERMINATION AND MAINTAIN OPTIMUM GROWTH AND SURVIVAL TO ACHIEVE AN 0
y y \ y m y y 1
� y SOD y ly .\� ;3 � y � y y �� I I I I ACCEPTABLE STAND OF ESTABLISHED LAWN PRIOR TO THE STORE POSSESSION DATE, FREE OR ERODED OR Q 1
N �� 1 x 70 SIGHT I o BARE AREAS. U) U)
y y y y y 00 y / T ANGLE I I C. LANDSCAPE NOTES
° \ \ y y 1. ALL SOILS USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS.
y y y y y mi
y y I y I o 2. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 3" DEPTH OF MULCH,WITH EDGING AS REQUIRED.
3. ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING WITH EDGING AS REQUIRED.
4. ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THE LANDSCAPE CONTRACTOR AT THE TIME OF THE
14' I `�' y y y DOLLAR GENERAL y y PLANTINGS.
\ I I I 5. PRIOR TO FINAL ACCEPTANCE OF STORE BY DOLLAR GENERAL. THE SITE SHALL BE CLEAN OF ALL DEBRIS
° I,�, • y y y y 10,665 SF � y y y y y y� y y .� / I I AND TRASH,AND MEET ALL REQUIREMENTS OUTLINED IN SECTIONS A-C ABOVE.
y F.F.E. = 821.00 :�: y y SOD y I I 6. MAXIMUM SLOPE CUTS SHALL NOT EXCEED 4:1. ALL DISTURBED GRADES GREATER THAN 8:1 SHALL BE
y I °" I y y y I / I I I STABILIZED BY SODDING. SODDING PINS ARE TO BE USED ON ALL 4:1 GRADES.
y y .jl y y y .►1 / I I 7. VEGETATION AT ENTRY SHOULD BELOW TO ENSURE VISIBILITY OF STORE.
y y 1 �'.s \ y y y I y I. SEED \ / I i I 8. IF TREES ARE REQUIRED IN FRONT OF BUILDING, SELECT SMALL LEAFED, NON DENSE SPECIES THAT WILL
NOT INTERFERE WITH THE VISIBILITY OF STORE. THE SPACING SHALL CREATE VISUAL CORRIDORS TO STORE
o AND PYLON OR MONUMENT SIGN.
y y y y y • y I / I I I D. IRRIGATION NOTES
1. ALL LANDSCAPE AREAS AND LAWNS ADJACENT TO PAVED AREAS AND/OR STREET ARE TO BE FULLY
4. Nt IRRIGATED.
N 2. IRRIGATION SYSTEM TO INCLUDE ALL SPRAY HEADS, VALVES AND CONTROLLERS. A SEPARATE METER AND
W y y 1 °° \ y y y y � I I BACKFLOW PREVENTER WILL BE REQUIRED.
N I ° 3. A SEPARATE METER AND BACKFLOW PREVENTER WILL BE REQUIRED. LANDSCAPE PLAN
I I 4. LOCATE HEADS A MINIMUM OF 2'0" FROM EDGE OF PAVEMENT/CURB.
`) I 5. LOCATE RAINBIRD CONTROL PANEL IN RECEIVING AREA NEXT TO ELECTRICAL PANELS.
W d y
50 SETBACK I I PREPARED FOR:
O y l �: TERAMORE DEVELOPMENT
4. \ I I I
y ° y y y y y 11 PO BOX 6460
W y y y I I
e °.. a' a \ y y y y I I I THOMASVILLE, GA 31758
.�. y.� y y y y y y 1y y y y \\ y y l y I�l l II I j I LANDSCAPE PLANTING LEGEND
/ \ / I I
/ y �i► y y y y y y y y 3�\ y y
y y y \\ y.r .r +
y SOD y y y' J` y BERMUDA SOD(2,280 SQ.FT.)
W� W W y y y y y y �� y y y W W .. y •y / / ' ' + DATE: REVISIONS:
° + +++�++W++�+
y y y y y W W .. •. BERMUDA SOD W W .r v W W .r y y y
I W •' W '' W '' W •' FESCUE SOD(24,802 SQ.FT.)
y y W W y y I I I I W W W W
ROgp RAW 8"REBAR FOUND W W W W. W y o
NZ,`­GRfD•Pi�Aa$3L11) SEED 8 �
I
_ N=696,675. "' _ y\ W y I y I I I I I FESCUE SEED(23,800 SQ.FT.)
W W W W y y W W W y W y I I I I O y
E=1,528,598.25'
_�� \ W W � W W y \ y W W W W •y I /
W W W W W W
I • y y W W Y W W W W \• y II I I I I o MULCH
FO
_ L_- W W W W W y y
�Y V �Y �• p B � I � I I I SHEET SIZE:
FO FO I I _'' - _ _ i - - - - - 1 ,BUFF \ y y W W ERMUDA SOp W W W W W W W W W y y II I I 24"x36"
F0
�Fo PROJECT NUMBER:
FO - _ 28' y y y \ y y y y y y 1 n I 3161032022
�_° - - _ _
- -to - - - - - W-256.15, y \ y y y y SOD y y y y y y / 1
-F� - - - - _ � \ -- y y y y y / / RM- 18(30'O.C.) I DRAWN BY:
Fo - _ / z J.EDWARDS
_FO - - - - - - '� _I \ C.GRID-NAD 83(2011)
I _Fo Fo Fo - - - -- - - _ - - - \ \ N-<96,662.77� APPROVED BY:
° � LANDSCAPE PLANTING LEGEND
Fo - - - _ ROAD�lytj �/ / E=1,528596.25'
J.CHURCH
L _ _FO �F _- - - -=___ _ - _ �� / / ELEV.=817.95(NAVD 88)
° FO FO �- -� - - SEED , /� F SYMBOL LABEL QTY. SCIENTIFIC NAME COMMON NAME SIZE AT PLANTING CATEGORY SCALE: '
- - Fo Fp 10'x 70'SIGHT - - - Fo 1 - 20 (H)
TRIANc*E - - o - � -Fo Fo (V)
FO Fo 1.5"CALIPER/
RM 19 Acer rubrum RED MAPLE 6'HE GHT/B B CANOPY TREE SHEET:
N.C. HAG a
_ H11AA,,/� c �+ _ REBAR FOUND
P P P P P _ \ <�sr r PER PLAT BOO 9999 60�PU13LI ! N N.C.6 RID-NAD 83(2011) �" Thuja plicata x standishii'Green
sr 5,PAGE Riw - GGA 23 GREEN GIANT ARBORVITAE 6 HEIGHT/B&B EVERGREEN 20 10 0 20 40 G100
P P P _ - E=1,528,851.45' Giant'
P- - _ _ - - . a ALL TREES TO HAVE A MINIMUM OF A S MULCH RING
©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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HEAVY-DUTY ASPHALT PAVING STANDARD ASPHALT PAVING HANDICAPPED PARKING SIGN
C900 C900 C900
WALL MOUNTED C)0
1"ASPHALT SURFACE COAT(S9.513)
ENGINEERING I PLANNING I ENVIRONMENTAL �/•�
v J
2"ASPHALT SURFACE COAT(S9.5B) 2"ASPHALT SURFACE COAT(S9.5B) 1520 MEADOWUIEW DRIVE Q
8"ABC COMPACTED STONE BASE WILKESBORO,NC 28697 0
(COMPACTED TO 100%MODIFIED PROCTOR) 8"ABC COMPACTED STONE BASE 336.844.4088 http://brec.biz LL]
(COMPACTED TO 100%MODIFIED PROCTOR)
COMPACTED SUB-GRADE(PER SPECS.) RESERVED `� +++ Lu
COMPACTED SUB-GRADE STANDARD ALUM. HANDICAPPED PARKING PARKING -\H CARg ''% U
SIGN R7-8 FASTENED TO BUILDING ..0 ..
FE �� �'� Ljj
STANDARD ALUM. MAXIMUM PENALTY
SIGN R7-8D FASTENED TO BUILDING -
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III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III -1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I—III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 '% Ti••••• •' v ,� �
MAXIMUM
PENALTY z
02/02/2023 J�250
GENERAL NOTES: 12 .•�����������������
FtEC, P W
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT SIDEWALK �••''�•"'•�' J
GENERAL NOTES: Po�T�:. Z Q
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT = ?
_ :NCBELS#C-3448i _
2'•• Q- ; 0
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0
4 5 6
VAN ACCESSIBLE PARKING SIGN- HANDICAP RAMP HANDICAP RAMPC900C900 C900
WALL MOUNTED SEE SITE PLAN FOR
SIDEWALK WIDTH NOTE:
7SLOPE CONCRETE
ALL ACCESSIBLE RAMPS AND SIDEWALK AWAY
ACCESS AISLES SHALL MEET ALL ESE FROM BUILDING
d Z CODES AND ADAAG REGULATIONS. I - �GR�p,L� 1/8"PER FOOT STANDARD PARKING
NO 0 C, ACCESSIBLE GOIpE SPACE STRIPING
THIS SIGN TYPICAL AT ALL VAN - o PARKING SIGN
"VAN ACCESSIBLE"PARKING SPACES ACCESSIBLE ACCESSIBLE - 1.SLOPE
PARKING SIGN,AS
REQUIRED MAX 2%SLOPE
STANDARD ALUM. HANDICAPPED PARKING RESERVED W z Lo
SIGN R7-8 FASTENED TO BUILDING. z
PARKING W N
Lk:
COLORED TOOLED/SERRATED SLIPNN 2p 0^RESISTANT SURFACING AND/OR o I�E��SLOPE CONCRETESTANDARD ALUM. MAXIMUM PENALTY TACTILE WARNING DEVICE AS SIDEWALK AWAY EREQUIRED BY AMERICANS WITH FROM BUILDING PPg I�' WSIGN R7-8D FASTENED TO BUILDING. 1/8"PER FOOT
DISABILITIES ACT ACCESSIBILITY 1:12 MAX
GUIDELINES AND CODE REQUIREMENTS SLOPE I..L
z O
� STRIPING ACCESS AISLE
TOPCOAT SHERWIN WILLIRKIN MS-
PROMARTRAFFIC MARKING
PAINT'H.C."BLUE 0,0' c ) W
MAXIMUM SEE PLAN V
PENALTY a Z I _
250 04
04°�
s,
BLE U 4" STRIPES @ 24" O.C. AT 45 E MIN 0^
TO BE
SIDEWALK 12" PARKNREQUIIRED JURISDICTION.ER EAUTHORITYR
IGN,As DEGREES. PAINT COLORHAVING GOpE�P�� SLOPE SIDEWALK ROM
BUILDING 1/8" IV'
PER FOOT
STANDARD ACCESSIBLE
O PARKING SYMBOL PAINTED
ONE SIGN PER HANDICAP
ON PAVEMENT.PAINT COLOR
PARKING SPACE/ WHERE TO BE PER THE AUTHORITY
HAVING JURISDICTION.
SPACES FACE EACH OTHER, ONE 4"PARKING SPACE
POST SHALL BE USED WITH STRIPE.PAINT COLOR TO
BE PER THE AUTHORITY
SIGNAGE ON EACH SIDE. HAVING JURISDICTION.
7 CURB AND GUTTER 8 DUMPSTER PAD SECTION 9 DETAILS
BOLLARD PREPARED FOR:
C900 C900 C900 TERAMORE DEVELOPMENT
6 ROUND CONC.TOP OF PO BOX 6460
PIPE SMOOTH THOMASVILLE, GA 31758
4000 PSI CONCRETE WITH
W2.9 X W2.9 W.W.F. OR
6" 18"
ASPHALT PAVING #3'S AT 18"
SEE DETAIL ASPHALT PAVING DATE: REVISIONS:
SEE DETAIL
1" RAID. '• ' ' • 60 60 GA. STEEL BOLLARD
6 e q D FILLED SOLID WITH 3000
` _x__ YV--- PSI CONCRETE
6" COVERED BY YELLOW PLASTIC
(PROVIDED BY OTHERS)
Ai
O O ASPHALT SHALL BE"' I I FINISH GRADE/PAVING
-� ABOVE GUTTER EDGE a SHEET SIZE:
—$" 1�� X:�.:_x;�,x Y x 'x' 24"x36„
C. COMPACTED ABC
3000 PSI CON I I i t • PROJECT NUMBER:
1 — 3161032022
CURB AND GUTTER —
DRAWN BY:
COMPACTED SUB-GRADE � J.EDWARDS
•�'• i• � CONCRETE FOOTING APPROVED BY:
••: : 3000 PSI MIN. J.CHURCH
SCALE:
;.� ..�• a
NTS (H)
� 2' � (v)
SHEET:
C900
@ 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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NCDOT ASPHALT PAVING RECEIVING DOOR RAMP CONCRETE SIDEWALK JOINTS
C901 C901 C901
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TOOLED U
JOINTS WITH
JOINT SEALER ENGINEERING I PLANNING I ENVIRONMENTAL
3/8"TYP. Q
1520 MEADOWUIEW DRIVE
WILKESBORO,NC 28697 0
1.5"OF S9.5C ® 'R�:114M �.
336.844.4088 http://brec.biz LU
MAX
4-A. ° a >
2.5 OF 119.00 ° ' ° �`a+ r 'a W
8"OF B25.00 IN 2 4"LIFTS • :`<;. a .y.' . .. .. �. \ ` N�CA/� ,'( O� ' U
W
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SLOPE STRIPIN
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- - - - - - - - - - - - - - - - - -� —� —� STRIPING LEGEND TOOLED W
III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III-I YELLOW CURBING SURFACES SHOULD BE CLEAN,DRY AND METAL JOINTS WITH z
AND BOLLARDS- SURFACES FREE OF HEAVY RUST 2 COATS SHERWIN JOINT SEALER 02/02/2023 J
PARKING LOT WILLIAMS-KEM 4000 ACRYLIC ALKYD ENAMEL SAFETY
YELLOW 355Y300
STRIPING- SURFACES SHOULD BE CLEAN,DRY.TOP COAT
PARKING LOT SHERWIN WILLIAMS-PROMARTRAFFIC MARKING , 9 ui
• '
PAINT YELLOW TM5495 : �•�PO...... •
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HANDICAP SURFACES SHOULD BE CLEAN,DRY.TOP COAT ;GO "`���= Q• Z
STRIPING- SHERWIN WILLIAMS-PROMARTRAFFIC MARKING `J
PARKING LOT PAINT"H.C."BLUE
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CONTRACTOR IS RESPONSIBLE FORALL PUBLIC UTILITY CONNECTIONS
(ELECTRIC,WATER,GAS,SEPTIC,SEWER)AS WELL AS PROVIDING ALL �i20.�•.' `�Q.: O
INFRASTRUCTURES REQUIRED BY UTILITY COMPANY
•.,�CARO �.•` O
0
4 5 DEPRESSED CURB. 6DUMPSTER SCREENINGENTRANCE BOLLARDS.
C901 C901 C901
2 4 4x4 IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING
PACING BETWEEN TENANT PARCEL AND ADJACENT PARCEL,THEN
LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE
WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY
1X6 APPLICABLE GOVERNMENTAL REQUIREMENTS.
FRONTT 2X4
TOP VIEW
d 4
GATES SHALL BE CONSTRUCTED OUT OF STEEL
FRAME TUBING WITH PIVOT HINGES MOUNTED ON
6"STEEL PIPE BOLLARDS.PROPER LATCHING AND 3 MAX. POST SPACING Gv�� W Cfl
LOCK
TO RESTRAIN AND/OR LOCK ENDWARE SHALL BE °CLOSD IN URE°GER
ADTES ER 0.13 MAX �\ gL�P� TYP. CONC. CURB AND v.d Z Lf7
SPACING vP GUTTER Ln
� 7 — W CN
SHADOW BOX FENCING, / I \ 4x4
ATTACHED WITH 71r'GALC.CARRIAGE BOLTS,(SOLID \\ I \\ 1X6 Id Lu
COLOR STAIN)
\ / I \ / 2x4 a� C
u u LL
2-BOLLARDS 4x4 JO
SEE .2"-3" DIRT ol1" 2" d
BACKFILL - - - - - - - - SPACE EDGE OF ASPHALT PAVING d -
d
d Id4
I � -n II I II SIDE VIEW BOLLARD PLASTIC °d a d d
COVER BY OTHERSId
d. '
II II II II II—I' � " II•. III II- NOTE: I a a a
PROVIDE SOLID 4"
SUPPORT WHEEL 1. WOOD TO BE TREATED PINE.USE GALVANIZED NAILS FOR
I I — AND GALV.BRACKET FASTENING. 2.5' 2.5'
FRONT VIEW 2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
II - i BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
5'
- F I� II I II III-
II
0.31
12'_0" DETAILS
7 SIDEWALK/CURB SECTION PREPARED FOR:
C901 TERAMORE DEVELOPMENT
GATE POSTS TO BE6460
PAINTED BLACK P BOX
U 1.5" REVEAL DROP ALL SIDEWALKS TO HAVE THOMASVILLE, GA 31758
AWAY FROM ENTRY SEALED ISOLATION JOINTS
3000 PSI FIBER
4"DIA.SCHED.40 PIPE W/SLOPED REINFORCED CONCRETE
MTL.CAP ON TOP MAXIMUM 6-0"
O.C.SET PIPE IN CONCRETE SIDEWALKS TO HAVE
FOOTING MIN.V-0"DIA.TO FROST BROOM FINISH
DEPTH DATE: REVISIONS:
(FILL PIPE W/CONC.TO 4'-0"ABOVE 1/2" ROUND ASPHALT PAVING
6"BOLLARDS FIN.CONC.IN HIGH WIND LOAD 2%SLOPE SEE DETAIL
LOCATIONS.) F.F.E.
PROVIDE SOLID 4"SUPPORT o
WHEEL AND GALV.BRACKET GATE POSTS TO BE w 00 NOTES:
PAINTED BLACK
1. FOOTINGS SHALL EXTEND 3'-6"MINIMUM
BELOW FINISH GRADE. d p
2. SEE CIVIL DRAWINGS FOR DUMPSTER — 4
ENCLOSURE LOCATION.
3. 8"THICK CONCRETE SLAB OVER 6" d
THICK CRUSHED AGGREGATE.12"X12"
THICKENED EDGE FOR APPROACH SLAB.
6"BOLLARDS #4 REBAR @ 2'-0"O.C.EACH WAY. _ m SHEET SIZE:
4. BOLLARDS IN TRASH ENCLOSURE TO BE U� 24"x36"
d PAINTED SAFETY YELLOW. —
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WOOD GATE PROJECT NUMBER: 3161032022
8"x 8"THICKENED DRAWN BY:
EDGE - J.EDWARDS
6"
GATE POSTS TO BE APPROVED BY: J.CHURCH
PAINTED BLACK EQ. EQ,
8"CONC.SLAB REINF.
W/W.W.F.6"x6"-W2.9
SCALE:
TRASH ENCLOSURE PLAN xW2.9ON6"
AGGREGATE BASE
NTS (H)
(N)
SHEET:
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 EXCLUSION FENCE 2 3
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CONCRETE FLUME YARD INLET
C902 C902 C902 2i
O
0
SECTION"A" INLET FRAME ENGINEERING I PLANNING I ENVIRONMENTAL Q
STEP REQ'D FOR AND GRATE � FOOTING BEYOND � Q
SOD GROUT INTERIOR BOXES>4'DEEP (USF 4131-6259) 1520 MEADOWVIEW DRIVE
WILKESBORO,NC 28697 0
FENCE MATERIAL: WALLS AT 10"O.C. I ' I 336.844.4088 http://brec.biz LU
ORANGE, UV RESISTANT
HIGH TENSILE STRENGTH /�\\�\�\� W
POLYETHYLENE LAMINAR o00 \\���)((�+//77,� U
BARRICADE FABRIC SOD 4 I o 0 o I ��' ��•CAh?��/%'� W
BASIN: NDS#1200&1216 0 0_ 'FESSI •4,
"• ':" " .` PRE CAST CATCH BASIN I I o 0 0 I !,Quo :9 = W
-11 In In
PAVEMENT PER D.O.T. HEAVY-DUTY I I O O O I• I _ `i :A = m
SOD TRAFFIC RATING. ROUND
PRE-CAST CAN BE o 0 0 �.
KEEP OUT !! 4'MIN SUBSTITUTED FOR SQUARE
SECTION""A"
NGINE� Gam:
6 12 6 SCOURSTOP TRANSITION I I o 0 o I I � 'T7N
---------------- i i i GRADE CURB&GUTTER MATS OR APPROVED EQUAL
1J - L INSTALLED OVER SOD. Z
L�IHIHII-... PM
2'MIN - ;:�;'::..:-. •:'.'. 0 0 0
+ 6"OF#57 STONE COMPACTED .. ; ., I o 0 o I 02/02/2023 Q
4'O.C.
MIN 1.33 LBS/LF STEEL POST . �.
COMPACTED EARTH FtEC, P.I I .• •
., W
#4 RE BAR AT 8"O.C.E.W. CONC. GROUT
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4 5 STANDARD PIPE OUTLET MINIMUM-
C902N-12 HOPE STORM TRENCH INSTALLATION-
RECOMMENDED MINIMUM TRENCH WIDTHS C902
TAILWATER
FINAL
PIPE DIAM. MIN.TRENCH WIDTH
= BACKFILL 4" 21"
w 6" 23° GENERAL NOTES:
Lu
'o ujo $„ 26„ 1. LA=THE LENGTH OF THE RIPRAP APRON.
0 ¢ z J 2. DA = 1.5 TIMES THE MAXIMUM STONE DIAMETER
10" 28" BUT NOT LESS THAN 6"(INCHES).
12" 30" 3. A FILTER BLANKET OR FILTER FABRIC SHOULD
15" 34" A A BE INSTALLED BETWEEN THE RIPRAP AND SOIL
INITIAL FOUNDATION. W Cfl
SPRINGLINE _ BACKFILL 18 39 rp, E MAINTENANCE NOTES:
24" 48° INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND Z
W1 DIA W2 �HAUNCH 30" 56" AFTER SIGNIFICANT 1/2 INCH OR GREATER
4"FOR 12"-24"PIPE _ ( ) W ^'
6"FOR 30"-60"PIPE 36" 64" RAINFALL EVENTS TO SEE IF ANY EROSION AROUND
BEDDING �
OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF
MIN.TRENCH WIDTH SUITABLE a2 72 STONES HAVE BEEN DISLODGED. IMMEDIATELY w
NOTES: (SEE TABLE) FOUNDATION 48" 80" MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE �/�
54" 88" DAMAGE. V) O
FOR 60" 96" J
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
APPLICATIONS",LATEST ADDITION MINIMUM
V CH CLOEM LOADING COVER BASED ON PLAN VIEW
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, LA I U) V)
WHEN REQUIRED. SURFACE LIVE LOADING CONDITION
PIPE DIAM. H-25 HEAVY CONSTRUCTION
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A (75T AXLE LOAD)
DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE 12"-48" 12" 48"
ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH 54"-60" 24" 60"
BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. PIPE •"
*VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER � .• LA
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE MINIMUM RECOMMENDED COVER BASED
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm), 6" (150mm) ON RAILWAY LOADING CONDITIONS
FOR 30"-60"(750mm-900mm). COOPER
PIPE DIAM.
E-80**
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT
LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR UP TO 24" 24" DA
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, 30"-36" 36"
LATEST EDITION.
42"-60" 48"
6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE AREAS) COVER IS MEASURED FROM TOP OF PIPETOBOTTOM
IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO COVERSRAILWAYMEAS. FILTER FABRIC
PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12"UP TO 48"DIAMETER PIPE OF E-8000 TIE.ER UIREMENTS,AREONLYAPPLICABLE
AND 24"OF COVER FOR 54"-60"DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE SECTION A-A
PAVEMENT OR TO TOP OF RIGID PAVEMENT. TO ASTM F 2306 PIPE.
DETAILS
PREPARED FOR:
om o om CONTINUOUS LINES 10'-30`/SP SKIP LINE 2'-6'/SP MINI SKIP LINE o o� STRAIGHT ARROW TURN A OR RROWSTRAIGHT AND
RIGHT TURN LEFT AND o� TERAMORE DEVELOPMENT
Up'TB2BU' 11AN N� �� H� PO BOX 6460
-I PREPAMD ROAD F-} UNLESS OTNERW[SED SHOWN, USE 10'-30'/SP SKIPS FOR UNLESS OTHEHWISED SHOWN,USE 2`6'/SP MINI-SKIPS FOR F} C F}
.4 Z TO STOP AHEAD .�Q H Z , SKIP LANE LINES AND SKIP CENTER LINES. LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE Q M Z 20" 20" Q Q
,D w2B-Ia 4 W20-4 Z H m E%TENSIONS THROUGH INTERSECTIONS AND MINI-SKIPS Q F 3 m 6'-4" Q 3 THOMASVI LLE GA 31758
>Fy-I O 4B"%4e' 4e'�x aa" ae"X aB" FZ-I Q V '>H O EDGE LINE USED FOR BICYCLE LANE LINES. FZ-I U D FOy O y Z Q=U
IrT'I O -I> zB' zo' LL J d Fy Z m 0 -I 4"16' 10' 30, LL J I--I z I l 0 -I 36" 3B" THEELEFMIR IGHTENSIGNSTURNAPPLARROWY AS FOR W J d PO-I Z 7
F-IZ-1=> 0002 F-IZ-1=D YELLOW OR WHITE 0002 ,•yZ-{2> 8"
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O CENTER LINE UNLESS OTHERWISED SHOWN, USE 3'-a'TSP MINI-SKIPS FOR UNLESS OTHERWISED SHOWN, USE 5'-9'/SP MINI-SKIPS FOR � N 4" a R=28'
Mix. so'-,so' scats EPAGf ,00' THE WHITE EDGE LINE EXTENSIONS AT ROUNDABOUTS. MINI-SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
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r ALL OTHER DEVICES ARE THE SAME AS ABOVE O WHITE WHITE WHITE MERGE ARROW RAMP ARROW
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y r o Z -� -1 z'-B" a o
50'-100' BPACE 6PACE 100' [[ > B" TRANSVERSE ¢ > d o SHEET SIZE:
O .1D m Q Q' 0 > 24" LONGITUDINAL Q 0 9 Q n n
D Z GENERAL NOTES FOR FLAGGER OPERATIONS GENERAL NOTES FOR PILOT CAR OPERATIONS z J ¢O zo I7 WHITE z Z w 70 o s'-o" z z 24 x36
a" 0
m O 1- REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING. 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER. Q O Q W d O I7 ,y TYP. 2'-6" Q W Z4'L
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 j �• F D — j PROJECT NUMBER:
r > UPSTREAM SIDE OF TRAFFIC. ALONG WORK AREA AND AT THE DISCRETION OF THE ENG AEER, CONES MAY BE OMITTED ALONG Q �..� m �..� 16'-8" 7'-1" N
r THE WORK AREA I�USING A PILOT CAR. Q 3 H RXR LINE W In W J 3161032022
O F-I 3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE _ �'. , Zn Z _ W On Z S O
> DOWNSTREAM SIDE OF TRAFFIC. 3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. Cn m Z fn Z Z N
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G> T m 4- PLACE CONES 7HRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES 4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME"AT A CONSPICUOUS POSITION ON THE REAR OF a N a tR a m
C J N J J GENERAL NOTES:
THE POSTED SPEED LIMIT. THE PILOT VEHICLE. OOy. J } DRAWN BY:
•A 1T C7 N -n WHITE L7 U) 1T RAMP ARROW z
C7 m 0 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 0 W AT EXIT RAMP w J.EDWARDS
Z O 1- USE THE COLOR WHITE FOR ALL PAVEMENT NARKING SYMBOLS.
r0 y � PROVIDED TO THE FLAGGER (REFER TO STD. 1101.11 SHEET 2). OF THE MERGE TAPER TO THE END 0�THE LANE CLOSURE. W Q
In 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 25U FT. IN ADVANCE OF THE FLAGGER. 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 SIGN THRU 8). SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS, RAMP ARROW
HEET 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 NE:::F
7 THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL ATEXITRAMP SyHEE/T�1 OFBp NTS (H)
1101 .02 10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR DIRECTION OF TRAFFIC FLOW 1101 .02 1205.01 1'fOG•O1 05 00 SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT. op' 12V5.OAS DIRECTED BY THE ENGINEER. L J v Y
(V)
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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6 CONCRETE GENERAL NOTES: z
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I PLAN VIEW 6 .'4 •. ;a • 3. LINE WITH SCOURSTOP TRANSITION MATS
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COMPACTED J
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OUTLET ;NCBELSK-3448? = W
STRUCTURE 819.00 TOP OF DAM NOTES:
SEE DETAIL 1. USE MONOLITHIC STRUCTURE WHERE POSSIBLE. IF RISERS ARE REQUIRED, THEY MUST •:
3'DAM ERGENCY SPILLWAY BE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE. %�'L�'•., �Q'� 0
,���o #57 WASHED STONE 3"THICK 817.00 SOD /0,,
ELEV. 8817.75 2CONURE SEALLL STRUCTURE JOINTS CS102 JOINT MASTICAND(OR IPE PENETRATIONS APPROVED EQUAL)ARE AT ALLTER SEAMSH GROUT T. USEIIIII�CAROINTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS. 0
816.00 - - - - - - - - - - - - - - �
FOREBAY
814.00
3"WASHED STONE I - - - OUTLET 4 5
TEMPORARY GRAVEL CONSTRUCTION SILT FENCE STONE OUTLETS
SHWT=811.00(SEE SHWT REPORT DATED 10/18/2022) SEE ENLARGED PLAN - - - - - - - - - - - - - - - - - - - C903 C903 4' MIN.
_ - - SECTION VI EW�A� - - - ENTRANCE SILT FENCE
GENERAL NOTES:
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE
..,
OUTLET ONTO A PUBLIC STREET. r I... .:.
SOD STRUCTURE 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
CLEANOUTS 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. TOP OF SILT FENCE
THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP MUST BEAT LEAST 1'
n/'I
SEDIMENT. ABOVE THE TOP OF
c� PVC CAP TO BE SCREWED
4. ANY SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. THE#57 STONE
...........................
FITTING GLUED TO 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 W U
CLEANOUT RISER 816.00 AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. z C-0
815.00 1 MI E 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE. STEEL FENCE POST zI I�I 7. PLEASE REFER TO NCESCPDM SECTION#6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS. FRONT VIEW
11�.' MAINTENANCE NOTES: WIRE FENCING II BURY WIRE FENCE,
111 MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH HARDWARE CLOTH 16" MIN. uI FILTER FABRIC,AND HARDWARE L.I.
813.50 1 I 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE CLOTH IN TRENCH
MATERIALS SPILLED,WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. nw//
CLEANOUT DETAIL 813.00 BOTTOM �' -- _.'_� I�I� OUTLET
CLASS 1 OR 2 RIPRAP #57 STONE I..I_
C. 50 MIN STEEL FENCE POST
6" MIN PUBLIC STREET 0
3'x 3'x V CONCRETE �� SET MAX 2'APART J
ANTI-SEEP COLLAR EXISTING GROUND GROUND (n U)
N MIN. 18" INTO SOLID Q
Y
6"OF COURSE MASONRY SAND SOIL STABILIZATION FABRIC 16"MIN. I 3"FILTER FABRIC
CONFORMING TO ASTM C33 STANDARD UNDER 2-3"COARSE AGGREGATE II ON GROUND
#57 STONE BURY WIRE FENCE AND HARWARE Cl OTH ii BURY 6"OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
50'MIN u
NOTES: 4" PERFORATED PVC SECTION VIEW
1. ENSURE OUTLET STRUCTURE IS INSTALLED OUTSIDE OF SAND MEDIA. UNDERDRAIN @ 0.5%SLOPE w
GENERAL NOTES:
w 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. ALL DRAINAGE AREAS TO THE INFILTRATION TRENCH ARE TO BE STABILIZED Ir
ALL MATERIAL LAYERS TO BE SEPARATED BY 80Z 2. REPLACE#57 STONE AS NEEDED TO ENSURE DEWATERING.
PRIOR TO INSTALLATION. z 3. WIRE FENCING SHALL BE A MINIMUM OF 32"IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING.
3. PVC UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6" NON WOVEN GEO TEXTILE FILTER FABRIC N m
IV
MAINTENANCE NOTES:
CENTERS. MIN.4 HOLES PER ROW. MAX SPACING OF UNDERDRAIN PIPE IS 10 FEET � 1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
ON CENTER. HDPE SHALL ADHERE TO AASHTO M252 SPECS. ENLARGED VIEW w 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.
4. UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6"ABOVE SAND SURFACE. - y 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
5. ALL SOD WITHIN BASIN SMALL BE BERMUDA GRASS OR EQUALIANT GROWN IN FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
SANDY SOIL. 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
DETAILS
6 ROCK PIPE INLET PROTECTION 7 SILT FENCE 8 TEMPORARY DIVERSION
GENERAL NOTES
C903 C903 STEEL POST C903 PREPARED FOR:
:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL. WIRE FENCING TERAMORE DEVELOPMENT
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET. THE STONE 8'MAX FILTER FABRIC PO BOX 6460
ro SHOULD BE BUILT UP HIGH ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM WIRE FENCING #57 STONE 2'MIN THOMASVILLE, GA 31758
CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET,WITH A MINIMUM BOTTOM WIDTH OF 11 FEET.THE
MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THEI - F �
RIPRAP EMBANKMENT OR DIVERSION. WOVEN FILTER FABRIC 30"MIN
HEADWALL 3. A 1 FOOT THICK LAYER OF NCDOT#5 OR#57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF w U �Q�' COMPACTED SOIL
NATURAL GROUND THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE FLOW
- - -
HORSESHOE 181NCHES BELOW NATURAL GRADE. a '�'�`•"�-='t"=°''�'�~�'%�` 18" MIN FL
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND TIT TIT TIT PT
ESTABLISH FINAL GRADING ELEVATIONS,COMPACT AREA PROPERLY,AND STABILIZE WITH GROUND = Qii= =iiQi� �iQii= J11 FR
8 MIN _.._.� IIImIII- , llIIIIIIIIIii = TIT TI�TI�1TT DATE: REVISIONS:
TTT-TTT-rrf-rrr-Trf= = = = = = = = =COVER CLASS B RIPRAP PIPE INVERT,36" MAINTENANCE NOTES: _ T�J 6'TYPICAL [ 1iiPIPE MAX I III-III I III I-III-I I I I I1-1I I I-III I I-III-I I r ^'- r
1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR
FLOW LOW GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACUMULATED TIT TIT
TO ONE-HALF THE DESIGN DEPTH OF TH TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE GENERAL NOTES: 4 MIN '�TIITIT � GENERAL NOTES:
DESIGNATED DISPOSALAREAAND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. TTT
2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE 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. 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND
MUST BE REPLACED. 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. OTHER OBJECTIONABLE MATERIAL.
3. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED REMOVE THE 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 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE FILTER BERM NC ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER. 2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR DESIGN REQUIREMENTS.
DOT#5 OR#57 TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE SHEET SIZE:
WASHED STONE NATURAL GROUND TEMPERATURE RANGE OF 0 TO 120°F. 11. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. 24"x36"
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.
�8 RIPRAP HEADWALL, 1'MIN 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. 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHINE PROJECT NUMBER:
HEIGHT FROM ROAD SHOULDER FACILITATE FASTENING THE FABRIC. 13. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. REGARDING AND CLEANOUT. 3161032022
1' 3' 4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. 14. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. REMAIN IN PLACE LESS THAN 30 WORKING DAYS. DRAWN BY:
5. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH J.EDWARDS
MAINTENANCE NOTES: MAINTENANCE NOTES:
SYNTHETIC FILTER FABRICS. APPROVED BY:
FLOW 1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
6. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE 1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA AND J.CHURCH
2' THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO REQUIRED REPAIRS IMMEDIATELY.
r CAUSE FAILURE OF THE STRUCTURE.) 2. SHOULD THE FABRIC OF SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE SCALE:
IPE INV RT 7. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
1.5' BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER INEFFECTIVE,REPLACE IT PROMPTLY. STABILIZED, REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH THE NTS (H)
CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
8. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. 01)
UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE UNDERMINING THE FENCE DURING CLEANOUT.
TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA SHEET:
NC DOT#5 OR#57 FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
WASHED STONE STRENGTH.
CLASS B RIPRAP PROPERLY STABILIZED.
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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1 ABOVE GROUND CONCRETE WASHOUT 2 HARDWARE CLOTH AND GRAVEL INLET 3 TEMPORARY CLEAN WATER DIVERSION
B EC w
C904 C904 PROTECTION C904 2i
0
SILT FENCE 4'MAX
10' 19-GUAGE HARDWARE CLOTH ENGINEERING PLANNING ENVIRONMENTAL Q
A SANDBAGS(TYP.)OR STAPLES (a MESH OPENINGS) 1520 MEADOWUIEW DRIVE Q
10 MIL PLASTIC STEEL T-POST — 2' MIN WILKESBORO,NC 28697
O O O O LINING(ALL SIDES) 336.844.4088 http://brec.biz
X <O 0 1:1 SIDE SLOPE 1'FREEBOARD
6" FREEBOARD >
(TYP.) STEEP CUT F
OR FILL SLOPE U
2 C S AS R W0 0 NCDOT#5 OR#57 2'
Lu
_-' = Q� W
o WASHED STONE — - 2:1 SLOPE
MAXIMUM
6"< -l..d
0 00 0 0 0 0 0 0 0 0 0 0A21 16 I I � _ {� 3573
I I �F_
0 0 II�I� � v •. F Q-..• .r
O O O O SANDBAGS(TYP.) SECTION A-A GENERAL NOTES: C:�N�F`���
OR STAPLES FILTERED 2 1. h= 1.5 i i i I I
WATER 2. B=3' z
A HIGH COHESIVE& 3. PLEASE REFER TO NCESCPDM SECTION#6.21 02/02/2023 Q
LOW FILTRATION GENERALNOTES FOR ADDITIONAL DESIGN SPECIFICATIONS J
SOIL BERM 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. REGARDING DIVERSIONS.
PLAN NC DOT#5 OR#57 2. DRIVE 5-FOOT STEEL POSTS 2 INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE 4. TO BE LINED WITH CURLEX II.
NOTES: WASHED STONE PERIMETER OF THE INLET,A MAXIMUM OF 4 FEET APART. FtEC, P I �
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE �� •••••••••9
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1. ACTUAL LOCATION DETERMINED IN FIELD. TOPS, MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS O�pQ�T•••
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED RECOMMENDED. F . _ U CLEARLY MARKED 4. PLACE CLEAN GRAVEL(NCDOT#5 OR#57 STONE)ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE,AND
WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE
CONCRETE SIGNAGE NOTING SMOOTH TO AN EVEN GRADE = ;NCBELS#C-3448:
DEVICE(18"X 24"MIN.) STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVED ACCUMULATED SEDIMENT,AND ESTABLISH
WASHOUT CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. FINAL GRADINGELEVATIONs o
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUND WATER % �L
3. CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY MAINTENANCE ICAR��'``•P` z
MARKED WITH SIGNAGE NOTING DEVICE. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICATION(g INCH OR GREATER)RAINFALL EVENT.CLEAR THE MESH ������/��„'�,��� 0
WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO
DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT CONTROL.REPLACE STONE AS NEEDED. 0
4 ROLLED EROSION CONTROL MATTING INSTALLATION- 5
FIGURE E CONCRETE PAD-
C904 FIGURE F -� C904
FIGURE B/ .:
STEP 1 -SITE PREPARATION FIGURE C FIGURE E / ^ '` <'' '`:; FIGURE C
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS, / ^ y '^ WELL CONSTRUCTION TO
• • • • BLANKET 3 � ,•,�'••
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO ' WELL HEAD MEET STATE STANDARDS
FIGURE C ,�';t : . FOR PUBLIC WELLS
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE. ^ / - .�:.•
BLANKET t
STEP 2-SEEDING
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY. �/ BLANKET 2 ^ ^ .. FIGURE F PAD ON GRADE CU �
Lo
ENSURE POSTIVE FLOW ENSURE POSTIVE FLOW z
STEP 3-STAPLE SELECTION ' '. +� GROUND '" z
L0
/ ';.iLFN}4E�<T .:, •• AWAY FROM WELL HEAD AWAY FROM WELL HEAD
AT A MINIMUM, 6"LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TO - t• .: SURFACE \ >V
SECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY, \• ;:;~:•,:� ;, '';: III— . N
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES. , / ^ ^ ^ ^ , , ', s X ► X X X X X I i
STEP 4-EXCAVATE ANCHOR TRENCH AND SECURE BLANKET > " , ^ ^ ^ ` '' ,'. `..-' ::'••:,: FIGURE B/ / I NwN
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND FIGURE E _ C? � L.I.
:'FIGURED :':.':';':'.'°:•.. v
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF
THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF BLANKET 3
1
1
THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG r ;• '' y•:,'' ;. ;. :' >. :•••> :`:•• c.: c' .^:.''Bflf�IKE :z.-:` F ` y. I — v!
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET GROUND �.;.: •• - • :'
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN SURFACE "`'? ''' '
FIGURES A, H, E AND F). '.. '...'.,., :�:...:'• ' FIGURE I
STEP 5-SECURE BODY OF BLANKET '`` 'f' ' *SLOPE INSTALLATION-APPROXIMATELY 200 STAPLES PER ROLL 8'OR 4' 3000 PSI CONCRETEjffi N�
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF *BED INSTALLATION-APPROXIMATELY 300 STAPLES PER ROLL(8'• WIDTH) REQUIRED-WIDE BLANKET SHOWN ( III 6x6 W2.9 X W2.9 W.W.F.
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF OR 4'WIDTH) REQUIRED-WIDE BLANKET SHOWN
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE FIGURE E 4"WASHED STONE —
DOWNSTREAMBLANKETUNDERNEATHUPSTREAMBLANKETTOFORMSHINGLE FIGURE A - BED INSTALLATION FIGURE H - SLOPE INSTALLATION
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
8" 4"
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE 2" —x 2" x— 2 x 2 2" -x- 2"
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS 1.5"
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO FLOW BLANKET 2 x x x 1"x---2" 1"
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA �/ 8"
OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J. = =III=III; x x x x
I=III=III III- 1" -x 1" —X 1" � 1" X— 1" X- 1" -x- 1" � 1"
BLANKET 3 - I I=III=III
STEP 6-CONTINUE ALONG SLOPE-COMPLETE INSTALLATION � � —III=I I=III=I�' x x x x x
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5. DETAILS
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E. —III=III=III=III— ' GROUND x x x x > 6
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE �I�Ii�,�I I=I I' SURFACE ANTI-SEEP COLLAR
TERMINAL EDGE. x x x x x 4 PREPARED FOR:
MAINTENANCE NOTES: FIGURE B - PROFILE VIEW C904 TERAMORE DEVELOPMENT
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND x x x x 1 1 1 1 PO BOX 6460
3'
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT F� x x x x THOMASVILLE, GA 31758
REPAIR IMMEDIATELY.
2. GOOD CONTACT WIT THE GROUND MUST BE MAINTAINED, AND EROSION 3„ a
MUST NOT OCCUR BENEATH THE RECP. BLANKET 1 BLANKET 2 X-DENOTES STAPLE FIGURE E- PLAN °a a .
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE LOCATION d °°
CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. _ _ _ _ FIGURED - PLAN VIEW- BED INSTALLATION VIEW � � � � � ° � � a�� � � � � � 3,000 PSI CONCRETE
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. ;\�\ ,\\\ ,�\\%���% �\ \\\ \\\ ��\\\%��\�\���\� a ° a d ° DATE: REVISIONS:
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER GROUND ° a
IS ESTABLISHED. SURFACE 8 4 d °
°
FIGURE C - CROSS SECTION 2" _x 2" x 2" x- 2" 2" _x- 2" °
2.5" a VIEW x x x 1 x-2" 1 CRITICAL POINT a 15"HDPE d
2 5 CRITICAL POINT a
x x x x 21
a a SHEET SIZE:
4
6" 6" --------CREST OF CREST OF —_ x x x x x 24"x36"
SLOPE SLOPE TERMINAL END a. d °
GROUND ° d a Q ° . PROJECT NUMBER: 3161032022
x x x x SURFACE SURFACE OUNDGROUT TO ENSURE ° 4 a ° a a DRAWN BY:
WATER TIGHT J.EDWARDS
6 TOE OF SLOPE x x x x x � d CBNNECTION a °. � . �. ° .� ..
APPROVED BY:
\\ �\ x x x x ad a J.CHURCH
FIGURE J - CRITICAL POINT ELEVATION VIEW
FIGURE i\�\\�� SCALE:
,y x x x x SECURING - SLOPE INSTALLATION
FIGURE G- CRITICAL ada a NTS N)
d °. a d
FIGURE F- PROFILE VIEW POINTS - BED FIGURE I - PLAN VIEW - SLOPE .° SHEET:
INSTALLATION INSTALLATION PLAN VIEW
C904
©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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B EC SKIMMER SEDIMENT BASIN 2 BAFFLE 3 EMERGENCY SPILLWAY w
_j
C905 BAFFLES C905 GENERAL NOTES: C905 EROSION CONTROL 0-
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES ��'
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. �V� O
PLAN VIEW 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1 ST BAY, `O� 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. C/)
Q 1 ST CELL 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET. Q
co7
25%DF 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%DF 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY w
y 25%OF BASIN REQUIRED REPAIRS IMMEDIATELY. CqR C )
BASIN SURFACE 2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE �� T . ' �C .... �� LLl
SKIMMER SURFACE AREA COLLAPSE,TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. J ..
AREA 3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE = O ✓✓ 9 '
DEWATERING � - •' '.
AVERAGE AREA* STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. 1 Q LU
_ DEVICE EMERGENCY TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH 1 2 _ �E�•AL - m
WIDTH LENGTH SPILLWAY SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE - ~
*AREA OF BASIN WATER ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,BRING THE AREA TO GRADE B F .
SURFACE AT TOP OF PLAN VIEW AND STABILIZE IT.
PRIMARY SPILLWAY , N C. cN
SUPPORT POST, "1 I 1�%� W
V FREEBOARD 24" INTO BOTTOM GENERAL NOTES: 02/02/2023 J
BAFFLES 6" MIN. INVERT ELEV. OF SUPPORT ROPE TO OR SIDE STAKE TO 1. T= 14'
INFLO51�
EMERGENCY SPILLWAY EMBANKMENT
2'DEWATERING ` WIRE TO PREVENT SUPPORT WIRE 2. B= 10'
EMERGENCY FENCE AND FABRIC I SAGGING 3. LINE WITH CLASS B RIPRAP.
ZONE _-I ���"'•"����
1�=r1 SPILLWAY BURIED IN TRENCH STEEL POST
III-III=III-1 I$
1 =1IIIIIIIIIIIIII 111IIIIIII_ 2 _o�Po��.,• U_ _ _ _ 6 X6 TRENCH, A
1 I 1-III BACKFILLED AND
1I I- =1I I=1I1=1I1=1I -I I1- COMPACTED = :NCBELSK-34481 = U)
FILTER FAITI-III_ -1 I I I 1=1 I I-1 I I-1 11-111-111-1 11= 11=I
1'SEDIMENT CLASS B STONE PAD COIR MESH OR SIMILAR, STAPLED - - O
STORAGE ZONE (4'x 4'x V MIN.) SECTION VIEW AT OPENING OR TRENCHED INTO BOTTOM OR �:2��•' .....••'•���,` z
CROSS-SECTION VIEW SIDE �'•,QrHCAPP 0 O
CROSS SECTION 0
ARM ASSEMBLY E&SC PERMANENT SEEDING SCHEDULE- 4CLEANOUT
C905
*DO NOT USE WITHIN 25'RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
e
"C" ENCLOSURE MOUNTAINS
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. PRECAST CONCRETE
Nu UNIT AUG.15-MAY 1 SOIL AMENDMENTS
**RYE GRAIN 40 POURED IN PLACE OF
PERSPECTIVE VIEW APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE CONCRETE COLLAR
SEPT.1-JUNE 1 SERICEA LESPEDEZA 15 AND 1000 LB/ACRE 5-10-10 FERTILIZER.
**RYE GRAIN 40 MULCH 24" 24" SCH.40 PVC CAP
*"GERMAN MILLET 10 APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR 6"THICK, 12"DIA. 6"THICK,24"x24"
PVC VENT SCHEDULE 40 JUNE 2-AUG.14 A CONC.APRON g CONC.APRON
PVC END STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP `:: 7 C�
CAP PIPE PVC PIPE SUPPLEMENT WITH IRRIGATION SLOPES. PAVING �- =I I-III-III I L
PVC ELBOW
PIEDMONT MAINTENANCE - SUB-PAVING ��Will
��� II II II=III x
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, I I�I I I�I I--I I I I1=1I I1=
(PERMANENT POOL) FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. BASE Ill iIII-II II�II-III--.I' W N N
0 0 PVC END o TALL FESCUE 100 „ - _ II-III III LL
CAP SEPT.1 MAY 1 *RYE GRAIN 4o SOIL PREPARATION: II-�I I I I-I II I I I I-I II I I-ICI III -III-I I�I I IT I I If,-III-III 1I-
PVC PIPE ORIFICE SERICEA LESPEDEZA 15 SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT(PHOSPHORUS, POTASSIUM, CALCIUM II-III=11 IIII-II I=11 IIII-III II-- COMPACTED OR I II-II II II II-III-I COMPACTED OR
AND MAGNESIUM) LEVELS ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE UNDISTURBED SOIL - II-II�II- II�II-I-II-I UNDISTURBED SOIL SCH.40 PVC w
1/2" HOLES IN SCHEDULE 40 PLATE BERMUDA GRASS 25 NEEDED AMOUNTS OF FERTILIZER AND/OR LIME. U) n/
PVC TEE UNDERSIDE PVC PIPE � PVC TEE APRIL 15 JUNE 30 O
-GERMAN MILLET 10 J
CLEAN AND ROUGH GRADE:REMOVE ALL DEBRIS FROM THE LOCATION TO BE PLANTED.THIS INCLUDES ROCKS,BOTTLES,
-GERMAN MILLET 10 LARGE ROOTS AND OLD TREE TRUNKS. IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR Q
JULY 1-AUG.30 v
FLEXIBLE SUPPLEMENT WITH IRRIGATION REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED. FLOWF FLOW v)
HOSE COASTAL PLAIN THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING, ESPECIALLY IF THE GROUND IS WET. THIS
9 (lb/acre SEEDING DATES SPECIES RATE( ) COMPACTED LAYER MUST BE BROKEN UP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
TALL FESCUE 100 SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. PAVED AREAS PAVED AREAS LANDSCAPED AREAS
BOTTOM SURFACE (2-WAY CLEANOUT)
SEPT.30-APRIL 1 **RYE GRAIN 40 DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE SPEED AND DEPTH OF ROOTING. A
END VIEW FRONT VIEW SERICEA LESPEDEZA 15 TRACTOR-MOUNTED OR SELF-PROPELLED TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE O JOSAM SERIES 58860-22 ACCESS COVER AND CLEANOUT WITH
NOTE: BERMUDA GRASS 25 EXISTING TREES IN THE LAWN.CUTTING TOO MANY TREE ROOTS DURING SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL A TAPER THREAD BRONZE PLUG SERIES 58540-20 AND"SAN."ON
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 COVER(OR APPROVED EQUIVALENT).
-GERMAN MILLET 10 NECESSARY AT A TREE BASE,CONSTRUCT A"TREE WELL."
*"`"`GERMAN MILLET 10
JULY 1-SEPT.29 REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVER OB NEENAH MODEL R-6660-DP LIGHT DUTY ACCESS COVER WITH
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 TWO(2)JOSAM SERIES 58190 22 CLEANOUTS WITH TAPER
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 THREAD BRONZE PLUG SERIES 58540-20(OR APPROVED
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. EQUIVALENT).
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED. **"MAY BE SUBSTITUTED WITH BROWNTOP MILLET AT 10 LBS/ACRE
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
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 MOUNTAINS REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND
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 SEEDING DATES SPECIES RATE(lb/acre) MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH PO BOX 6460
SIDE OF THE BASIN.THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE. 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY THOMASVI LLE, GA 31758
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, RYE(GRAIN) 120 COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN
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
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 3161032022
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 40
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) 120 SPEED AND DEPTH OF ROOTING. T OR SELF-PROPELLED
SOIL. TAAKK MOUNTED E CARE NOT TO DESTROY THE 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. 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. C905
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