SW4240702_Plansheet - SCM Detail_20240725

w
U)
B EC Lu
w
lF
0 m I
lFmlPtJklL
ENGINEERING I PLANNING I ENVIRONMENTAL �Q
v J
1520 MEADOWVIEW DRIVE Q
WILKESBORO,NC 28697 0
336.844.4088 http://brec.biz LU
Lu
WELCOME NC
�H CARS W
`.iE.ALSTORE #30370
= pp
s '�' ; 5�i
C/)
z
07/02/2024 Q
J
f
Oo �FtEC, P,q W
•. J
2 o?_PoPqT•• Q
VIRGINIq ►gpgp v� _ NCBELS#C-3448i U)
OLD U.S. HWY. 52
H
2'•• �- : 0
�'•. CARS .•` 0
0
HILL DR.
HOMER STREET
o
elf O
o l�G SITE 09a,,
Lu
sc,
s
W U o
Z z M
W w o
CIO
VICINITY MAP (NTS) NORTH CAROLINA COUNTY MAP 0 w
U �
DAVIDSON COUNTY
w 0
( )
SHEETINDEX
C000 COVER SHEET
C001 NPDES NCG01
C002 EXISTING CONDITIONS
C003 DEMOLITION PLAN
SURVEY: ENGINEER. C100 SITE PLAN
BLUE RIDGE GEOMATICS, PA BREC, PA C101 ROAD IMPROVEMENTS COVER SHEET
C200 GRADING PLAN PREPARED FOR:
1520 MEADOWVIEW DRIVE 1520 MEADOWVIEW DRIVE c2o1 ROAD GRADING TERAMORE DEVELOPMENT, LLC
PO BOX 6460
WILKESBORO, NC 28697 WILKESBORO, NC 28697 C202 POST-CONSTRUCTION DA THOMASVILLE, GA 31758
LICENSE : C-3576 LICENSE : C-3448 C203 SAND FILTER
C300 PHASE 1 ESC PLAN DATE: REVISIONS:
C301 PHASE 2 ESC PLAN
C302 FINAL ESC PLAN
C400 UTILITY PLAN
G 100 LANDSCAPE PLAN SHEET SIZE
24"x36"
C900 DETAILS I
PROJECT NUMBER
3161322023
C901 DETAILS DRAWN BY
J.EDWARDS
C902 DETAILS APPROVED BY: J.CHURCH
SCALE:
C903 DETAILS NTS (H)
(N)
C904 DETAILS SHEET:
CITY/TOWN . WELCOME , NC SITE COORDINATES : LATITUDE - 35 .896407' N LONGITUDE - -80 .255023 W c000
©COPYRIGHT 2024 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.

w
NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000 w
ENTIRE PERMIT CAN BE FOUND AT: B EC
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ON
STRUCTURE RWITH W LINER W
https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20ResourceslStormwaterlNCG010000_Final_Permit_2019_04_0l.pdf J
THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids.
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. e '
activity being considered compliant with the Ground Stabilization and Materials Handling "" o ,-
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the a o ��0�'1� 10
sections of the NCG01 Construction General Permit(Sections E and F, respectively). The project. °'""`a u s� - �;�[: �?,
permittee shall comply with the Erosion and Sediment Control plan approved by the 0 mt L `Q U
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as -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
�^ ``n er T M-�S-•E WXJZI •-A -AMtO I ,aArni amumo a
5. Remove leaking vehicles and construction equipment from service until the problem nnry� ,nr•c swa arm•rmu
ICI'I L/{lY1l I=TOI KIEIYpED p rELIO 6)' Q IW 6 TE WRRT[VA9OUr _
SECTION E:GROUND STABILIZATION has been corrected. MATTH EW SULLIVAN -
1520 MEADOWUIEW DRIVE
� ��M '"m` ` � [phone]
6. Bring use fuels, lubricants,coolants, hydraulic fluids an other petroleum products w�cm. Q,.aa�,, „,„.�,,, 0
Required Ground Stabilization Timeframes sort „�,�,r ,�„ ,,E,�„E even usnc:am WILKESBORO,NC 28697
to a recycling or disposal center that handles these materials. �'"""'�'"""- °'"`°`"'� '�
Stabilize within this PROJECT MANAGER 336.844.4088 http://brec.biz
WASHOUTW
mwa,nrue avaz.
many calendar Timeframe variations BELOW GRAB& STRUCTURE ABOVE B& ASHO VE 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 CARQ ��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 � �'.•�� �9• '9 '
(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 3. Manage washout from mortar mixers in accordance with the above item and in :A - m
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 �NGINE�� G
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 ST Q�
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 07/02/2024 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. 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,�CAR�`, `� 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. c)4. Provide ponding area for containment of treated Stormwater before discharging V
-,-.„:., 2. Place hazardous waste containers under cover or in secondary containment.
offsite. :r - z
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover r I, � NORTH CAROLI NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. M
or surrounded by secondary containment structures. ;` Environmental Quality lO
___ __ W M
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 0 LU
O w
U �
w O
PART III PART III PART III 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, LLC
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours S. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the PO BOX 6460
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per Ifvisible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection THOMASVI LLE GA 31758
reported to the Department's Environmental Emergency Center personnel at(800)
site 7 calendar days ofthe following shall be made: report to indicate the completion of the
and within 24 1. Actions taken to cleanup or stabilize the sediment that has left corrective action.
858-0368.
hours of a rain the site limits,
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)visible sediment • Within 24 hours,an oral or electronic notification.
releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendardays,a report that contains a description of the
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
-case basis. DATE: REVISIONS:b
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This Genera[Permit as well as the Certificate of Coverage,after it is received. If the stream is named On the INC 303(d)list as impaired for sediment-
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff
stabilization ofgrading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall
determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions.
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of
ground`over)• electronically-available records in lieu of the required paper copies will be allowed if (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill cr release.
timeframe or an assurance that they will be provided as substances per Item
soon as possible. 3.Documentation to be Retained for Three Years 1(b)-(c)above
All data used to complete the a-NOI and all inspection records shall be maintained for a period ii( Anticipated A report at least ten days before the date of the bypass,if possible.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
SHEET SIZE:
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification. 24"x36"
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendardays,a report that includes an evaluation of the
122.41(m)(3)] quality and effect ofthe bypass. PROJECT NUMBER:
(e)Noncompliance • Within 24 hours,an oral or electronic notification. 3161322023
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)
r
� 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 2024 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.

WT N /W /
\ FOUND / I—
Im\ / GENERAL NOTES LL]
INV.12"RC4 �U\\ \ \ \\ -� 1. CONTRACTOR IS TO VERIFYALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. U)
=Bso.aa LING\T BMX 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. y w
I\ POL \\\ \ �\ ° =850."RCP 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. B EC
=850.20' O
INV.12"RCP q 2
=84s71' \ \ \ 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. VIRGINIA ROAD �m J
DOUGLAS R.&KATHY R.DUFFEY 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
JAMES C.LINER et al \ \ yN N� -° D.B.812,PG.1401 �L OLD U.S.HWY 52 ^
D.B.2142,PG.1572 \ �. \ INV.12"RCP ASSOCIATED WITH RELOCATION. 1..�
=849 yy� TAX PARCEL#11311D0000042 2
TAX PARCEL#11311D0000026A (J1
\ MAIL I rjs 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND \'L
INV.12"RCP Bp PIPE
/ 849.6% I�R \ \ '/'Xj' OUND 2 WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH �V• O
r RELOCATION SHALL BE INCLUDED IN THE BASE BID.WTR. HILL DR. U
MTR. 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR Q
u'o \ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. ENGINEERING I PLANNING I ENVIRONMENTAL
STEPHANIEL.HAYNES S w
/ \ \ \\ DOUGLAS R.&KATHY R.DUFFEY FEN G HOMER STREET/ D.B.2302 PG.803 GE
TAX PARCEL#11311 D0000032 \\ \ TAX PARCEL#11311 D0000042 GNP\NG.1401V\NK N S
SITE CONTROL �o \\ \ \°\m /�✓/ 'rn° �0 oa 9�F 1 WI K E B OVO,NC 8697
o '� WILKESBORO,NC 28697
GPS#2-60d NAItI\ \�
N.C.GRID-NAD 83(2011) � PIPE 2 a a o �P 90 336.844.4088 http://brec.biz w
N=783,873.49'\ '� I OUND \ \\ \\ �" \<T O l�G SITE �9a >
E=1,628,012.10 q UTILIT
ELEV.=850.40'(NAVD 1988) POLLu
\MAIL\\-�_ INV.15"RCP Ao r \\\ •• '// W
/ �SR•'��g21 j1QX -848.71,TILIT �m \ •oFESS i
�IW WTR q ° POLE Y 92 ' uj
QUB��C+ / VLV. \ VI-V LOTS D.B.
thru 950 PP.B 53,PG.44 ' -
E VICINITY MAP (NTS) ' ='°' - m
TAX PARCEL#11311 D0000046 i
\ \ \ o 4 INV.15"RCP
\� / ° =BaB.ss' ' v �NGINe cj
MIRE �j/ I �'•. \\
I YD. / / ,` \
\ ��, LEGEND NC.CN
1/2"PIPE FOUND _ /�I111111\` \
-° PHYLLIS BOONE o N.0.GRID-NAD83(2011) PROPERTY LINE z
\ D$L\G \ o D.B.1293,PG.1570 / N-783,811.27' \
ART J.&GAYLE C.WESTBROOK 50 P cS;m LOTS 46 thru 50-P.B.3,PG.44 i o HED E=1,628,354.00' \ — 100 — EXISTING CONTOURS 07/02/2024 Q
•\ \\ \ mG TAX PARCEL#11311D0000046
D.B.913,PG.1193 y � 1
/ TAX PARCEL#11311D0000074B \ \\ \\ �R' oo
\V TR. RR� �RBQj / 0853 PCRo�5°ZOONvwPN� `p 10o PROPOSED CONTOURS ,,,4,41001000,�,, �1
"REBAR \ 18475'3RCP N-(�°3� PCRES�N PFZERCLu
FOUND \ \ 1jr N�� voRK 154, p 5° BUILDING SETBACK ♦♦•�REC, P,q ••,
/ SS CR� pDUN G,500 AA ♦ •�•( •••••
�'� INV.15"RCP ��� �� 0Jg's GgA5',DgthN55-P81Dp0p51 N ————————— LANDSCAPE BUFFER = ;Go P �'F:: z Q
PLANTER/ i/ D6.All,P VO'(SSPRCEV#113 `N \ - • • - U
0 50
\ /i
LANDSCAPING �PxP P EX. OVERHEAD ELECTRIC = : i " U)
CHUCK F.YORK \ \ \ \\ UTILITY o o v CARPORT \ = :NCBELS#C-3448:
/ D.B.624,PG.650 \ ., \\\ pL c" ., \\ GAS EX. NATURAL GAS ; A� , ;
/ TAX PARCEL#11311D0000069
N.C.GRD1/2"PIPE FNOAD83(2011)UNDc�F ` \ z
o \\ CONCRETE GARAGE/ NV.8"CLAY �i�O•• •����� O
/ WTR. -\ TILITY ���,, •,,� ,
N-783,732.71' EXISTING STORAGE =838.01'
/ � \ O \\ E=1,628,118.3�;�'�" HOUSE �-- - ` � ••••••
EX. WATER rH CARS ♦•
O
FO EX. FIBER OPTICS 0
INV.8"CLAY � \
Z TR. ��� / /a\� OLE 5
� �� 1 � P � =840.18' � INV.20"DIP=
INV.12"RC \ ° / , \ \ 836.40'
/ =848.26' i \\\ ��c \ \\ 1n°R€KT S�O�>l \\\ SS EX. SANITARY SEWER
ET �
LIGHT ) INV.�e DIP=
BPS e '� � � \ � \
\I��o NV.15"RCP I // / \ \\ \ \
837.47' \\
847.30' iPDLE � / / o n � � \
INV.12"RCP e C' ,"e / / \/ \ /•o n ` I \
=848.07' WT \�y
MTR. \ GPS '1 /� /EVDRN��, ��� h NEB \NE I / m \\
UTILII' /e GRN'
POLE' \ `Z N I I //� ��''' �A / /�/ 1 \ 1"PIPE FOUND \\\
/ 1 Sj3� /.00 l I\ \ N.C.783,68.AD83(2g1�,
�\ 1 / / r �\ E=1,628,399.66' \\\\\
J
N \ ` ®e IN849.73'RCP 1 / / .00
CHUCK F.YORK \ •.s TILITY ( ` // I I \ 9
D.B.624,PG.650 \\\ II OLE // // \ ` \yam \ \
TAX PARCEL#11311 D0000069 \ = B X S /
\\ \�� \ 'I/E REBAR
\ ETPLANT/ /
a\N \\o�o � LANDSCAPId ` r / \ll WTR
\ \ N \
MTR. \ I
/' \ \ \ •(f1 \ \ POINYOFBEGINNING \ e � 0 O
� V PI E FOUND(PINCHED)
P6& RID-NAD 83(2011) \� \ \ \ \
`N�413,590.44' I \ \ \ A
28,165.64' / \ \ \ iG W O
JOANN COE IRELAN� \ \ \ �\ I I` `� \ \ \ `G
D.B.1320,PG.1680 6) \ \ � \ G7
TAX PARCEL#11311D0000065A� \ \ \ \\ ` I I ` \` \ \\ \ \ 4t
/ MAIL\ G ° 1.248 ACRES CURRENT TOTAL -9� I \ 0 \ O w
B0\\� \ \ \ ADDING 0.170 ACRES FROM FUTURE CONVEYANCE 6 ✓ y �y
INV.12"RCP i O
=Bas.as' _ C� I \ \ \ �\ I ` 1.418 ACRES TOTAL NEW AREA
WELCOME HART GROUP,LLC
D.B.2219,PG.703(TRACT 5) �\
m LOTS 56 thru 62-PLAT BOOK 3,PAGE 44 p 9 W
TAX PA CEL#11311 D0000056 `
All ( 00 I ` I (I \\ \o
RODRICK RECK MTR. Bi9X \\ -
/ D.B.2424,PG.1762 \ \\
TAX PARCEL#11311 D0000063 \ \\I \ \�
INV.12'RCP 111 \
// =846.24' —843
\\\ \ \\ S2REB/jR\\\\\ \•\ \
\\ IN84\518"RCP �REBAR FOLLLLLL������``````IIIIIID\ \ 11 \
84 50' N.C.GRID-NA 13(204� \ S51 5 5311W ' \\\\ \ \
N=783,418.18'\
\ \ ( \TEL` \ E=1,628,225.09'
\\ \� — — J/ 1.06� I \\\\\\\
` _ _ __ TIE_µ E \
\ \ UTILI —— — — —=842— — — — — 1 S18°5y;14 F�\\\\
POLE — — — ___ — — 03'-6 l_W 252_3?=— — — _ — — — — — � 1 29 p� \
\845, � �� 1/2"REBAR
JHS PROPERTIES,LLC `1\ \I�,
\ INV. " SIfT
RCPI hNgV'TS'RC — > .2684, G.562 1 > - \
RODRICK RECK \ \ \ 4.3t0\, .z o .I44.46_ — / f TAX PARCEL#1137200000125 g"REBAR \I /
D.B.2424,PG.1762 9 \ \ I \ I I \ —� -- ---�` FOUND I \
TAX PARCEL#11311 D0000063 0
INV.15A\RCP, EXISTING CONDITIONS
I844.08' GFtAVELr1�E // \\�� o
UTILITY c END IN E / �\\ A\
POL
\
/ � \ 1p0 PDBL 1 °\ \ I \\\\ \\\ JHS PROPERTIES,LLC �L PREPARED FOR:
\ y \ 1 \J/ \oa \\\ TAX PARCEL#1 331, 1200000125 \ TERAMORE DEVELOPMENT, LLC
\ \ \�,�` PO BOX 6460
WELCOME HART GROUP,LLC \ \ \ N Q m \ ok \ JHS PROPERTIES,LLC \ \\ \
ARCEL#113110000 \ ARD.B EL#11312000 \ c THOMASVILLE, GA 31758
2631,PG.562
TAX PARCEL#1131100000033A \ \ !" Q \ \\\ TAX PARCEL PARCEL#1131200000125 \ \
O t✓ \ SITE CONTROL \\ yyG \\ \
GPS VOPUS-�'YELLOW CAPPED REBAR \ \
N.C.GRID-NAD 83(2011) \ o \\ \
\ T\ N=783,316.68' 5
E-1,628,258.01" \ m \
\\ \ ELEV:844.76'(NAVD 1988) \\ \\ \
\ \\
DATE: REVISIONS:
a� \\ \\\\\
\\\ \\ \ °\A \ \\ \\
\ \ \\ \ I\ \\\
\I \ \9 \ \\ \ \ SHEET SIZE:
\1 \\ I Coy ..\\ I \\ i 24°X36°
BOXLT \ \ \ \ PROJECT NUMBER:
\ I \ q \I 1
3161322023
\ I \ JHS PROPERTIES,LLC I I \
\ I\ \ \\\ \ D.B.2631,PG.562 1 DRAWN BYLc_j :
\ \ \ < \ S\\9 \ TAX PARCEL#1131200000125 1 i \ J.EDWARDS
WELCOME HART GROUP,LLC k \ \ \ I \
D.B.2249,PG.0703 TEaa.\ / 1
TAX PARCEL#1 131100000033A PE Df \ 0\v ,/ 1 J.CHURCH
UTILIT
POLE ,�'/ 1\I // \ SCALE:
WT \\\\
MTR. ,� I 15..RCP _ r
\ \ \ \ \ 1 2.08' \ / \\ \ 1 40 (H)
o\ \ \ \ SEWER MANHOLE \ // (")
RIM=842.26'
\ u, \ INV.IN=829.16' /
\\ \ \ \ INV.IN=829.11'(4"LATERAL) SHEET:
INV.OUT=829.01' // \
I
/
INB'63 P //s—ss—// \\\\ \\ 40 20 0 40 80 C002
\ \\ \ co / OUT N\ JHS PROPERTIES,LLC \\
D.B.2631,PG.562 \
TAX PARCEL#1131200000125 \
©COPYRIGHT 2024 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.

WTR. \N \ FOUND//
,M \N GENERAL NOTES uj
INV.12"RCP \ 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. U)
=850.44' MAIL o 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
EX. PIPE TO LIGHT BOX y B EC W
POLE ® INV.12"RCP
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. o BE REMOVED \ \ 850.20'
INV.12"RCP W 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. VIRGINIA ROAD J
&REPLACED =849.71'
N \ DOUGLASR.&KATHY
1 R.
UFFEY 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS OLDU.S.HwY.Sz
moo,
JAMES C.LINER et al v N -�
D.B.2142,PG.1572 \ INV.12"RCP ASSOCIATED WITH RELOCATION.
849 99' TAX PARCEL#11311D0000042 2
TAX PARCEL#11311D0000026A = (J1
MAIL rjs 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND •��,
INV.12"RCP BOX® \N �/•X� FOUIPE
ND849.6j u, WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH c,� O
= / WTR. /
\N v RELOCATION SHALL BE INCLUDED IN THE BASE BID. `0 C )
MTR. f 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR HILL DR. /
STEPHANIE L.HAYNES
\ -� No \ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. ENGINEERING PLANNING ENVIRONMENTAL
/ \ DOUGLAS R.&KATHY R.DUFFEY FEN G HOMER STREET
/ D.B.2302 PG.803 GE
TAX PARCEL#11311 D0000032 \ r TAX PARCEL#11311 D0000042 G\"\%G.1401 \NK cP y
SITE CONTROL 90 �\\q ;✓ rn ��G \ oQ s9�� 1520 MEADOWUIEW DRIVE
o WILKESBORO,NC 28697
/ GPS#2-60d NAIL x � P9 �O
N.C.GRID-NAD 83(2011) \ }"PIPE /� \� 2 o Pp 90 336.844.4088 http://brec.biz LLJ
N=728,01249' FOUND \\ m O l�G SITE �9a >
E=1,628,012.10 q UTILITY 9 y, w -s
ELEV.=850.40'(NAVD 1988) POLE
oPo / P �P P P RELOCATE w'9
/ Lij
MAILBOX �\m -c \ `,�N CA/?� ''�i, Lu
vu� MAIL ° INVAY RCP �0 �\ •• ••••`� '/
\SR�5g21 e =8a8.7r �m FESS i
WTR. q \N POLE TILITY ?� 72 •�O 9 i
R \,� VLV.M WTR. EX. PIPE TO PHYLLIS BOONE I•'I"I
VLV. BE REMOVED LOTS446thru50PP.B13?PG.44 o VICINITY MAP (NTS) _ -A - m
/ \ N &REPLACED TAX PARCEL#11311 D0000046
INV.15"RCP
V J
FIRE =848.56' � V •. ` Q` .'•.r �
EX. FIRE HYDRANT LEGEND �c�NE�• G ��
/ WTR. °N ///' /�C.Ckoe.�\\
LV. w TO BE RELOCATED 1/2"PIPE FOUND _ _ / r I 1111\\
PHYLLIS BOONE .0.0 N.C.GRID-NAD 83(2011)
PROPERTY LINE z
O PU$L\G o D.B.1293,PG.1570 / N=783,811.27' \
ART J.&GAYLE C.WESTBROOK 6 cS;m LOTS 46 thru 50-P.B.3,PG.44 i.0 HED E=1,628,354.00' \ 100 EXISTING CONTOURS 07/02/2024 Q
m G TAX PARCEL#11311 D0000046
/ D.B.913,PG.1193 y J
/ TAX PARCEL#11311D0000074B rnm EX, 8"WATERLINE '� L EVES
/ StotP �oN� 10o PROPOSED CONTOURS W
TO BE RELOCATED Qo E BE CE
MTR 4 SEE SHEET C401 11° �a'.0�Ra RE PCR ���51CO VPNi9 j ` '
/ ri \No),5 NEE , i
"REBAR INV.15"R 33 S R • •
FOUND / =84773 EX. PIPE TO / 0.110 PIC�SNEZ P �voRK 81oA,P 0 50 �•`� �R....:.•'9• '�.
- BUILDING SETBACK EC P W
�0. J
/ a INVAY RCP BE REMOVED � 0. 9 0 P o 0o N :G �•••
�' / LESS gg3 PC'RG. '(S58t2 5#G 81D o0 5 0 5a, --------- LANDSCAPE BUFFER • ;o�Po��., • ', Q
.PLANTER/ &REPLACED
\ , N \ P EX. OVERHEAD ELECTRIC i U)
LANDSCAPING
CHUCK F.YORK \ \ UTILITY � v CARPORT = :NCBELS#C-3448:
D.B.624,PG.650 OIL , -P -v
TAX PARCEL#11311D0000069 O VAS EX. NATURAL GAS A� •• ~
9 1/2"PIPE FOUND �'
N.C. RID-NAD832011 o�F INV.8"CLAY �;`O••• ••••••••:���; O
o \ \ ( ) CONCRETE GARAGE/
/ e N=783,732.71' EXISTING STORAGE =838.01'
/ WTR. E=1,628,118.35' HOUSE TILITY EX. WATER '••,QTHCARC��•`� z
// Z TR. a\ OLE INV.8"CLAY
���Ilti�l���%` O
\­ =840.18' st ' INV.20"DIP= FO EX. FIBER OPTICS 0
/ INV.12"RC 1/2
e a
/ "REBAR 836.40'
=8a8.zs' SET f SS EX. SANITARY SEWER
_ JLIGHT INV.
INVAY RCP UG'T i�
EX. PIPE TO / 9�° =847.30'�-� / / o\p 837.47'
BE REMOVED INV.12"RCP
i �\g
&REPLACED =8a8.or MTR.
UTILI N'� � _i�� �i/ 9 N
EX. PIPE
1"PIPE FOUND
POLE GPS ` BE REMOVED ��// S�3� 4l W 2Q6 / N.0 8RID-NAD 83(2011)
0 \ &REPLACED I i E=1,628,399.66
NeNUA �
\ G \ INVAY RCP o 2 o N e =84 ' RELOCATE `a N
C PORK MAILBOXS
D.B.B.624, TILITY
624,PG.650 \ = MAIL OLE
TAX PARCEL#11311 D0000069 i� = BOXES p
T N
REBAR ` 9
SE
� 2 � SET
PLANTER/
a\N o\o LANDSCAPING PLANTER TO BE REMOVED NO \
WTR. � � ` ` � \
MTR. Z ` O
/ •(f1 POINT OF BEGINNING G
// •.� 1"PIPE FOUND(PINCHED) Z 7
// a N.C.GRID-NAD 83(2011) cN L
/ \ W N-783,590.44' CR
E=1,628,165.64' `GG Ld
JOANN COE IRELAND �\ V" G M
TAX PARCEL#11311 D0000065A 1 .0 ` 0 G
/ RELOCATE MAIL G \ 1.248 ACRES CURRENT TOTAL Al003 \ O w
1 ADDING 0.170 ACRES FROM FUTURE CONVEYANCE `6 '� U
MAILBOX INV.12"RCP /_��,," n 1.418 ACRES TOTAL NEW AREA 7
=8as.as' ` J O
EX. 8"WATERLINE WELCOME HART GROUP,LLC
TO BE RELOCATED 56D.thru 62 PG.PLAT
B OK 3,P) ,'o W
EX. PIPE TO \ '� LOTS 56 thm 62-PLAT BOOK 3,PAGE 44 p 9
2 SEE SHEET C401 TAX PARCEL#11311 D0000056
BE REMOVED // �` o (n
&REPLACED '
/ WTR. X j Z�
/ RODRICK RECK MTR. ` \oo
D.B.2424,PG.1762 `Z
TAX PARCEL#11311 D0000063 vL
INV.12"RCP w
RELOCATE °\�o
MAILBOX EX. PIPE TO
/
/ BE REMOVED
°\ 1/2"REBAR \
!\ S ET
NV.18"RCP .^REBAR FOUND \
=844.50' N.C.GRID-NAD 83(2011) S5°55'56"W
N-783,418.18' 14.06'
\ TELE. E=1,628,225.09'
ED. TIE LINE
UTILIT __ -- -- -- -- -- -- S18°51'14"E
60 PU6L\G POLE __ __
S891 03'01"W-252.31' I 29.24'
\ 1/2"REBAR
\ SET L--
JHS PROPERTIES,LLC /
INV.18"RCP � INV.15"RC D.B.2631,PG.562 J \
=844.30' �, =844.46' TAX PARCEL#1131200000125 ,�
RODRICKRECK °� �----- ____-__- 'REBAR \
D.B.2424,PG.1762 -IS \ \ FOUND
o
TAX PARCEL#11311 D0000063
NV15RCP G �o\ DEMOLITION PLAN
=844.0 RAVEL DRIVE o
UTILITY f° \ END IN IVE ---___ ��\ p\
POL
JHS PROPERTIES,LLC PREPARED FOR:
W ,\ \ D.B.2631,PG.562 \ TERAMORE DEVELOPMENT, LLC
� o \ TAX PARCEL#1131200000125
\ °\\ \ JHS PROPERTIES,LLC \\\ \\\ \ PO BOX 6460
WELCOME HART GROUP,LLC \ N O \m \ \
D.B.2249,PG 0703 G °\\ \ ARD.B EL#11312631, 562 c \ THOMASVILLE, GA 31758
/ TAX PARCEL#1131100000033A \ !" TAX PARCEL#1131200000125
SITE CONTROL
/ N �m GPS 1/OPUS-17'YELLOW CAPPED REBAR \ \
N.C.GRID-NAD 83(2011) \\ 5 \\
N=783,316.68' \
?� 2 _ °\ E-1,628,258.01" \ m \
G \\ ELEV:844.76'(NAVD 1988) \\\ \\\ \
DATE: REVISIONS:
\q \
\ V9 \ \ 1 \
\\\ \\ 11
\
SHEET SIZE:\ 1\ \ COMM.\ 1\ 11 \ 24"X36"
VAULT
BOX \ \ 1\ 1 \
\ \ I PROJECT NUMBER: 3161322023
\ \ 1
JHS PROPERTIES,LLC I I \
D.B.2631,PG.562 1 \ DRAWN BY:
\ TAX PARCEL#1131200000125 I 1
1 J.EDWARDS
WELCOME HART GROUP,LLC \k \\ /I 1 APPROVED BY:
D.B.2249,PG.0703 TELE.
TAX PARCEL#1 131100000033A PED. \ o\\\ /,' 11 J.CHURCH
UT POLE \
\ \ \ SCALE:
WT
MTR. ° \ 15"RCP 40 (H)
o\ \ \ q /SEWER MANHOLE \� / 1
o \ _\ \/ RIM=842.26' ��
\ u, \ q INV.IN=829.16'
INV.IN=829.11'(4"LATERAL) / \ SHEET:
\c \ \ INV.OUT=829.01'
IN8163 CP //G� \\\ \ 40 20 0 40 80 C003
OUT JHS PROPERTIES,LLC \
D.B.2631,PG.562 \
o kITR. TAX PARCEL#1131200000125 \
©COPYRIGHT 2024 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.

W
3 pG. o GENERAL NOTES U)
DBROE#1p61Dggggg5l `0 2. AL1. L WORKT IS OR IS 0 BEO VERIFY ALL IN ACCORDANCE ITY WIT GALL o ATE ANS INOR TO D LOCAL RINNING EGULATI/ONS. y B EC W
N
VIR\ 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. y W GINIA ROAD J
/ 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
\\ LANDSCAPING / ` 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS oLDu......................
.HwY.Sz
\ / ASSOCIATED WITH RELOCATION. .\A,
UTILITY
P P CARPORT 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND �C,� O
POLE /_ P WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH C )
P P P °'G� ` RELOCATION SHALL BE INCLUDED IN THE BASE BID. HILL DR. Q
\ �F� 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
1/2 PIPE FOUND ENGINEERING PLANNING ENVIRONMENTAL
(f�
\ " t� �
\ Q COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. HOMER STREET Q
\ N.C.GRID-NAD 83(2011)
\ N=783,732.71' CONCRETE a
EXISTING GARAGE/ sq�� 1520 MEADOWUIEW DRIVE\ \ STORAGE �i WILKESBORO,NC 28697
E=1,628,118.35' PARKING AND PAVEMENT NOTES o
\ HOUSE `� UTILITY o P9i �O
POLE 1. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON a 336.844.4088 http://brec.biz W
P P UNIFORM TRAFFIC DEVICES,2012 EDITION AS AMENDED. o ° SITE 9O� �_
�,
2. ALL NCDOT PAVEMENT SYBMOLS SHALL BE THERMOPLASTIC PAINT. ���s \ i I+r r� W
3. ALL NCDOT PAVEMENT LINES SHALL BE POLYREA PAINT.
4. ALL DIMENSIONS ARE TO FACE-OF-CURB UNLESS INDICATED OTHERWISE. CA
.` �N. F? '% W
1/2"REBAR
SET �\ 5. ALL CURB RADII ARE 5'UNLESS OTHERWISE INDICATED. OFESS '�
6. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. - Q� 9 . Y W
7. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC VICINITY MAP (NTS)
LIGHTPOLE :A _ m
~ e ��'� i / CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE. _ -
,, 8. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.
9. CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.
CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED LEGEND
/ \ " BY INSPECTOR TO INSURE POSITIVE DRAINAGE(TYPICAL AT ALL INTERSECTIONS). i�� N C.CN
10. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION IN PROPERTY LINE z
CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FOR
7F` CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR. 100 EXISTING CONTOURS 07/02/2024 J
// 1"PIPE FOUND 11. CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 100 PROPOSED CONTOURS W
N.C.GRID-NAD 83(2011) 12. ALL EXISTING ON-SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF-SITE,
/^\ I SN // � N=783,668.15' INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON-SITE SHALL BE IDENTIFIED — BUILDING SETBACK .•`�REC, P
1 // m` E=1,628,399.66' TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS. .•' ,..•••..'9. ', J
O � �
I / m .•
13. ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEE ————————— LANDSCAPE BUFFER O�PO�T'•. Z Q
\ G Q/ \��v��''J NEi��N� g� / m` 12'x 18'DUMPSTER ` �, DETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS). C )
\ 14. ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL P EX. OVERHEAD ELECTRIC = ;NCBELS#C-3448;
-A ENCLOSURE W/2 ` o SIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF
BOLLARDS SEE ` o ANY SIGN. GAS EX. NATURAL GAS
DET.4/C901 DOLLAR LLAR GENERAL PAVEMENT NOTES: W ''?'O•• •••• • O
STANDARD DUTY\ S / / \ \ \ o s ' 'Q�••'I•CARU- z
UTILITY ASPHALT SEE \
\ POLE / DET.2/C900 \ \ \ ° a , ` 1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE OR DECREASE WITH VARIOUS FO EX. FIBER OPTICS
\ \ \\ �` SOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE 0
DEPRESSED CURB °? �r RETAINING WALL DESIGNED COMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL SS EX. SANITARY SEWER
\ \ \ g \ ° BY OTHERS. SAFETY FENCE REQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.
SETREB R (TYP.)SEE DET.8/C901 \\ \ ` ALONG EXTENTS OF WALL 2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO
10'x 70'SIGHT // \ \ \ PLACEMENT OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE. THEY SHALL BE / / /
i TRIANGLE \ r \ \\ \\ \ o_ �° ` SEE DET.3/C901 REMOVED AND REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEO-TECHNICAL / STANDARD DUTY ASPHALT
RECOMMENDATIONS.
\ w \ g0 ` 3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY
� PYLON SIGN \ \ \\ � � � �
\ GEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
�; °° SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
HEAVY DUTY E ` 4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL.ALL JOINTS MUST HEAVY DUTY ASPHALT
❑A ASPHALT SEE G S ° a BE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R
\\ G C DET. 1/C900 M F� °.1 . ` (GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
03 ` O
Ar
65.6
-` o\ ° 5� ` SIGN LEGEND
Z 4 DOUBLE
�N
YELL�6IAf1_I ES 'Q2p, °° �r 1-0 ❑A STOP W z o
JOANN COE IRELAND
D.B.1320,PG.1680 24"STOP BAR-WHITE \
AX PARCEL#11311 D0000065A \ a a• `tn G Z M
PER NCDOT STDS. 1205 \ \ SAND FILTER `o ` G R1-1 LJJ 1 1 1 c)
� 30"X30"
PAVEMENT MARKINGS
\ PER NCDOT STD. 1205 \ \ \ ° O ui
,Q3
\ 0 \ \ \ BOLLARDS(4) o
SEE DET. 9/C900 J
SEE SHEET C101 FOR \ \ ` W O
,,.
\ \ \ �� HANDICAP RAMP&
�\ ROAD IMPROVEMENTS \ \ \ \ \ .. SIGNAGE SEE DET. U)
\ \ cn \ \ 4-7/C900
DOLLAR GENERAL
cp_ 1 10,732 SF
��G \ ` . FFE=850.00
� T
10'x 70'SIGHT \ \ \\ ��d 1.248 ACRES CURRENT TOTAL
RODRICK RECK TRIANGLE \\ \ \\ � \ \ ADDING 0.170 ACRES FROM FUTURE CONVEY
D.B.2424,PG.1762 1.418 ACRES TOTAL NEW AREA
TAX PARCEL#11311 D0000063 ` \
WELCOME HART GROUP,LLC
D.B.2249,PG.703(TRACT 5)
LOTS 56 thru 62-PLAT BOOK 3,PAGE 44
TAX PARCEL#11311 D0000056
\ OOA SITE PLAN
1/2"REBAR
\ N2� \ 1 ` SGMM% / ` SET PREPARED FOR:
\ TERAMORE DEVELOPMENT, LLC
\ A ` 7e REBA
N.C.GRID
N=783,41 S 55'56"W PO BOX 6460
\ \ ` E=1,628,225.09' \ 14.06' THOMASVILLE, GA 31758
` __ --�-- - -- -- -- -- -- -- -- -- -- -- -- -- - \
UTILITY —1 — S89°03'01"W-252.31' 1,
`�S18°51'14"E
\ V SCR OLE
I I
6o p RETAINING WALL DESIGNED 1/2"REBAR 29.24'i DATE: REVISIONS:
\ \ BY OTHERS. SAFETY FENCE JHS PROPERTIES,LLC SET
\ ALONG EXTENTS OF WALL
\\ SEE DET.3/C901 D.B.2631,PG.562\` TAX PARCEL#1131200000125
\\\ 8"REBAR
RODRICKRECK ------ -- FOUND SITE INFORMATION
D.B.2424,PG.1762
TAX PARCEL#11311D0000063 0\\ ------___-`` \ PROPERTY SIZE 1.41±ACRES
DISTURBED ACRES 1.97±ACRES
9\ GRAVEL
o ZONE HC SHEET SIZE:
\ EL DRIVE s REQUIRED PARKING(1/200 SF) 54 24"x36"
UTILITY p PROJECT NUMBER:
POLE \\ _ --_ �� , PROVIDED PARKING 36 VARIANCE REQUESTED 3161322023
\9 \ \ STRIPING LEGEND DRAWN BY J.EDWARDS
SURFACES SHOULD BE CLEAN,
DRY AND METAL SURFACES FREE APPROVED BY:
JHS PROPERTIES,LLC YELLOW CURBING AND BOLLARDS- OF HEAVY RUST.2 COATS J.CHURCH
D.B.2631,PG.562 PARKING LOT SHERWIN WILLIAMS- KEM 4000
TAX PARCEL#1131200000125 SCALE:
o �\ �� ACRYLIC ALKYD ENAMEL SAFETY
\ \q \ `�\ `�\ \ YELLOW B55Y300 1" = 20' (H)
�' \ G SURFACES SHOULD BE CLEAN, (V)
i WELCOME HART GROUP,LLC \\ \ \ JHS PROPERTIES,LLC `� DRY. TOP COAT SHERWIN
D.B.2249,PG.0703 ?' \ D.B.2631,PG.562 X\ �� STRIPING PARKING LOT
\ TAX PARCEL#1131200000125 WILLIAMS-PROMAR TRAFFIC SHEET:
TAX PARCEL#1 131100000033A \ MARKING PAINT YELLOW TM5495
SURFACES SHOULD BE CLEAN,
\ \\ 7� SITE CONTROL DRY. TOP COAT SHERWIN cloo
`� 20 10 0 20 40
\ \ GPS1/OPUS-z"YELLOW CAPPED REBAR �� a `� \ HANDICAP STRIPING PARKING LOT WILLIAMS-PROMARTRAFFIC
\ {� N.C.GRID-NAD 83(2011)
\ N=783316.68' m ` \ MARKING PAINT"H.C." BLUE
©COPYRIGHT 2024 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.

® B ECLu
y W
VIRGINIA ROAD v
m J
C
OLD U.S.HWY.52 �
:HILLR. U
ENGINEERING I PLANNING I ENVIRONMENTAL �Q
; HOMER STREET v)
o `P 1520 MEADOWVIEW DRIVE
WILKESBORO,NC 28697 0
336.844.4088 http://brec.biz LJ
SITE �90� >
Lu
0LU
✓ ✓ �� :A = m
\ \ VICINITY MAP (NTS) - -
\
LEGEND T/ •c.cN�
N
PROPERTY LINE
4° DOUBLE YELLOW — — `I I"� U�
z
\ / CENTER LINE — 100 — EXISTING CONTOURS 07/02/2024 J
10o PROPOSED CONTOURS W
BUILDING SETBACK �.•`�REC P ''•. W
12"YELLOW
„ DIAGONAL LINES ————————— LANDSCAPE BUFFER ;�o�P°� :: i Q
NCDOT STD. 1205.09 \ U
P EX. OVERHEAD ELECTRIC ;NCBELS#C-3448; U)
GAS EX. NATURAL GAS ;
1.5"OVERLAY EX. WATER '?.O'Qhj O� P
OF S9.5C \ \�
• CAR �•0000000 O
w Q6Qo w Q6Qo FO EX. FIBER OPTICS 0
WHITE 3'-9'/SP �� \ 4"WHITE EDGE LINE N1��3%' / SS EX. SANITARY SEWER
MINI-SKIP LINE NCDOT STD. 1205.01
NCDOT STD. 1205.09
NCDOT PAVING
w� w� , , STANDARD DUTY ASPHALT
PAVEMENT MARKINGS WHITE i
NCDOT STD. 1205.08 �' � j
,__,-'' HEAVY DUTY ASPHALT
\'�--
` 110 31'R1°w 2R69
FULL DEPTH
R / / 1////// 110 31'R1"`N 2R69R
S
NCDOT PAVING " �\ ` ^ `• �I ` ^ `• z
SEE DET.3/C900 \ �� �\ � �"' / �� � �"' / ��
M
1.5" OVERLAY OF S9.5C W LLB O
\ \\ i i 4"WHITE LANE LANE i i
y�v NCDOT STD. 1205.05 \ 2i 4t
W
W
U)
— — FULL DEPTH ——-
-�— NCDOT PAVING —�--
/ SEE DET.3/C900 *•> / ` *•
\ DO ` \ DO
/ o
lk ` \
ROAD IMPROVEMENTS
12"YELLOW
DIAGONAL LINES
Vv� PREPARED FOR:
\\ NCDOT STD. 1205.09
\; Al `\
1.5°OVERLAY ;; „ \ TERAMORE DEVELOPMENT, LLC
OF S9.5C " A
v v;y „ ,, -,, A v V PO BOX 6460
---- --_ THOMASVILLE GA 31758
4" DOUBLE YELLOW \ -------__ '
\\ \ CENTERLINE \
DATE: REVISIONS:
+A
„
4"WHITE EDGE LINE
NO,
NCDOT STD. 1205.01 \ \
\ \ \ \ \ \ \\ \ SHEET SIZE:
\ \ \ \ \ \ 24"x36"
\ \ \ \ PROJECT NUMBER:
\ \ \ \ 3161322023
DRAWN BY:
\ \ \ \ \ \ J.EDWARDS
\ \\ \ \ \ \\ \ \ APPROVED BY:
\ \ \ \ \ J.CHURCH
\ \\ \ \\ SCALE:
= 40' (H)
\ \ \ \ \ \ SHEET:
PAVEMENT PLAN \\ \\ DIMENSION & STRIPING PLAN \\ \\ 40 20 0 40 80 c 10 1
©COPYRIGHT 2024 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.

on
11� �\.�0 PGR�N5'� P���oRY DB 16Q,pG 219 p 55 \
�s GRES p NOo� , S00&
W
3 P �pG� 3 pG. o GENERAL NOTES U)
\� sPs� 608 411 PGZ DBRZ#1p31D0000pyl `0 2. ALL WORK IS1. 0 BEIS O VERIFY ALL IN ACCORDANCEITY WITHOALL SONS TATE AINOR TO D LOCAL RENNING WORK.GULATIONS.ATIONS. y B EC W
s �\ v / �FXpF N 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. y W\ Z � � 50 VIRGINIA ROAD vm J
-0-
GIs \ \ PLANTER/ / 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
\\ \ LANDSCAPING /' ` 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS OLD U.S.HWY.52
\ \ ASSOCIATED WITH RELOCATION. �, 2i
UTILITY\ CARPORT 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND ��C,�\ 0 POLE ALL DITCHES WITHIN THE -P P \ WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH U
RR TO BE SEEDED AND °'�� ` RELOCATION SHALL BE INCLUDED IN THE BASE BID. HILL DR.
Q
\\\\\ LINED WITH CURLEX II �F�� \ \ \ 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR ENGINEERING I PLANNING I ENVIRONMENTAL
\ \\ \ N.C.GRID-NAD 83(2011) \ \ \ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. HOMER STREET Q
\ \ \ \ \ CONCRETE GARAGE/ INV.8"CLAY \ o sq 1520 MEADOWVIEW DRIVE
E=1,628,118.35' EXISTING / STORAGE � =838.01' o
I \ GRADING NOTES
��� WILKESBORO,NC 28697
\� HOUSE ( -� UTILITY
q 336.844.4088 hftp://brec.biz
\ \ i ---- ` 1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL o a p W
POLE
� � \ INV.8"CLAY \ z O q
840.18' \ \ \ s� AND TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED. o �G SITE a� Lu
INV.20"DIP= 2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED. s �� W
s ���ti1�111
836.40' 3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ,\\� CA �7� U
\ F
,I \\ \� P v / / ` \ ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING �N. R��''�,� I.0
\i/2"REBAR \ / �_ \ \ \ TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION • 'FESS
SET \ l- \ \
OF THE FACILITY. Q� 9 W
d \� \\I \ r s/GP / / \ \ \ (r > \ \ \ 4. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE VICINITY MAP (NTSI - `' :A = °�
o N / \ LIGHT �a e / \ \ p /INS/.20"DIP= \ SPECIFICATIONS. \ /
p_ \ POLE y �� / o cn\ 837.47' \ \ ~
5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
/ / \ G �o� o \ I \\ \\ 6. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE ' .Fi�G'N��Q'. 'G�`� C0
\ I e DISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR. LEGEND '�'i T/
ALL DRIVEWAY PIPES TO HAVE �/ / \ TOW/ c� \ I \ 7. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. i7 N C.CN
\ FLARED END SECTION AND R1�E _ / ��1NE , TOW/BOW / / \ \ \ 8. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE-OUT AND MARK OUT THE ITEMS ESTABLISHED ��i/1 t l I \\\ �
1 \ \ \ OUTLET PROTECTION PER e PVE�o '' h NE � c� � / \ \ - - PROPERTY LINE
/GR �� / \ I \ \ \ BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF z
NCDOT STD.310.03 Q / \ CONSTRUCTION. LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF - 100 - EXISTING CONTOURS 07/02/2024 J
/ / 1 1"PIPE FOUND \\ \\ OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION. 100 PROPOSED CONTOURS W
u, sPs `9 e CURB INLET-2 2Q6 / `I �\ 9. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO STATEMENT
aA5 Z `\ N.C.GRID-NAD 83(2011) \ \ ,,410010,,
\ �Ps o RIM :847.50 31 I N=783,668.15' EITHER IMPLIED OR EXPRESSED REGARDING CUT/FILL QUANTITIES. �` ����
\ S11° / Z \ E-1,62668.1 ' \ \ - - BUILDING SETBACK .•` REC P '• W
\ sPs � 15" HDPE INV IN :844.60 /i i - 10. ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE-ROLLED ENDS. ALL BANDS �•' ,..••�..'9. '�, J
- LANDSCAPE BUFFER :o�pO�T'•. �z Q
\ Q 15" HDPE INV OUT:844.50 , i i \ \ \ ARE TO BE HUGGER TYPE. -_______ _ G
11. ALL STORM DRAINAGE PIPES SHALL HAVE 12" MINIMUM COVER. ; Z U
12. ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 6" BELOW THE P EX. OVERHEAD ELECTRIC NCBELS#C-3448? =
FINISHED FLOOR ELEVATION. Z
1 \ \\ •y e / ` �\o \ \ 13. ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH WATER TIGHT JOINTS AND DUAL WALL FITTINGS OR GAS EX. NATURAL GAS ,L•,• P,;
/ s \ \ APPROVED EQUAL. NI EX. WATER
\\ UTILITY �I ` 14. ALL PIPE LENGTHS GIVEN ARE TO THE CENTER OF STRUCTURES. '�, CARC�,��������������` 0
POLE\ i / \ 15. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY BENCHMARKS SUPPLIED AS PART OF THESE PLANS.� �1 FO EX. FIBER OPTICS 0
\� \\ \� I \ \ I I ��� \ ` �� \ \ 16. CONTRACTOR RESPONSIBLE FOR IDENTIFYING AND PERMITTING WASTE AND BORROW SITES AS NECESSARY.
RETAINING WALL DESIGNED WASTE AND BORROW SITES MUST BE NCDEQ APPROVED LOCATIONS. SS EX. SANITARY SEWER
1/21 REBAR BY OTHERS. SAFETY FENCE \ (p \
\ I \ \ \ SEIr i / �a o \ \ ALONG EXTENTS OF WALL OG \
° \ ` SEE DET.3/C901 y
\7_0, ,o �� �o PIPE TABLE
Si �iF 90 GN O
\ \ \ \ \ \ \ \ CM / ° / PIPE NAME SIZE LENGTH SLOPE INVERTS
CURB INLET(TYP.)
.N • • ° // ` \\ < NCDOT PIPE- 1 15 INCH CONCRETE PIPE 19.97 1.00/o INV. IN =849.30
1 yN 6, \ 90 ✓� / SEE DET. 5/C901 \\ !L \ ° INV. OUT-849.10
\ -O �,, � NGE •°. \ 3'LEVEL
\ G \ \ \ 1°I° / p\N�ENP s 84s8 / \ SPREADER DAM \\ ° INV. IN =847,50
�u M 0 NCDOT PIPE-2 15 INCH CONCRETE PIPE 21,92 1,14/0
\ 03 \ \ INCHED) a / SCM \ O INV. OUT=847.25
\ \ \ \ C GRIDIlNAD 8 011) °.• CLEANOUT SEE \ \ \ \
90.44' DET.7/C902
65.64' 849.87 84 \ \ INV. I N =845.50
I\ \ N \1 \ \ I` / / ` sso ` \ \ \ \ 2� NCDOT PIPE 3 15 INCH CONCRETE PIPE 24.59' 1.02% INV. OUT=845.25
C9p CURB I T� 8"-6"SCH 40 PVC / 84�0`TOw �N\
\� c� �° ROOF DRAINS 841,OOB0 °o \ \ \ O ° INV. IN =848.50 W U c)
JOANN COE IRELAND \ \ \ • W �,� p NCDOT PIPE 4 15 INCH CONCRETE PIPE 34.57 0.72/o
I \ � �:847.45 � `� ,� \ \ \ INV. OUT=848.25 �
D.B.1320,PG.1680 \J� \\ o \\ v, S0 / 15"HDPE INV OUT:845.00 p\PE- \ \ \ Z z (Y�
AX PARCEL#11311 D0000065A \ N �\ \\ q \ MF FLARED END SECTION �L INV. IN =847.50
\ h • �o� Q NCDOT PIPE-5 15 INCH CONCRETE PIPE 21.54' 1.16% w
OUTLET STRUCTURE ��000�o`Z \%.� (Y�
RIM :846.25 ` a� �` \ SEE DET.9/C902 G
\ \ • 18" RCP INV OUT:840.75 cP 1 \ l NCDOT PIPE-6 15 INCH CONCRETE PIPE 45.56' 0.55% INV. IN =846.50
\ INV. OUT=846.25 0 w
CONCRETE FLUME 849,87 y I } \ U
SEE DET. 6/C901 �. g ''' \ ° INV. IN =840.75 J
I� ; '� \\ PIPE- 1 18 INCH CONCRETE PIPE CLASS V 28.08 0.89/0 0
INV. OUT=840.50 w
N
INV. IN =845.00
N� 849.12 ` _ / \ \ PIPE 2 15 INCH CORRUGATED HDPE PIPE 67.54 0.59% INV. OUT-844.60
`" FLARED END SECTION 2• A 8 849 92 TOR SAND FILTER
y \ \ / ���- 4s.5°�°,R 950.0o DOLLAR GENERAL ` SEE SHEET C203 ` \
o� NCDOT STD.310.03 \ \ ° -1 10,732 SF ` \ PIPE-3 15 INCH CORRUGATED HDPE PIPE 142.68' 0.53% INV. IN =844.50
_ \ INV. OUT=843.75
" '� \\\ \\ \ I \ / FFE=850.00 `>y'' y cn ` \845.00 ow \ \\ \ -
ZVJ yN " \ \\ \ \\\ \ / • I f,..: -� 1842.00 Bow s \ \ PIPE-4 15 INCH CONCRETE PIPE 86.63' 0.92% INV. IN -846.30
s I �� ` % \ INV. OUT=845.50
849;2 I 1.248 ACRES CURRENT TOTAL cn I \
RODRICKRECK \\ \ \\ \ �\ ` 84s".8^DING 0.170 ACRES FROM FUTURE CONVEY M1 '��a ` \ \ \ STRUCTURE TABLE
D.B.2424,PG.1762 yN `'\ ' ° \ \ \ \
TAX PARCEL#11G.1D0000063 \ \ \\ \ w I 1 I 1.418 ACRES TOTAL NEW AREA \ \ \
WELCOME HART GROUP,LLC ` \ \\ \ STRUCTURE NAME DETAILS
D.B.2249,PG.703(TRACT 5)
\ �U, \ \\ a I LOTS 56 thru 62-PLAT BOOK 3,PAGE 44 I / \\ \ \ RIM=847.45'
\
TAX PARCEL#11311 D0000056 �, \\ \ CURB INLET- 1 I 843 - -� \ INV OUT=845.00'
RIM=847.50'
849.SO '\\ \ ° � / � \ CURB INLET-2 INV IN=844.60'i s. i �RouNa 1 \\\\\ INV OUT=844.50'
� \\ \ l C 1
�\
\ \ 849.75 T ° \ �\ \\ \ RIM=846.25'�\ \\ \ /849.25 " 849.87 \ OUTLET STRUCTURE
\ CHECK DAM SEE \ \ \ sa5.00 \ \ \\ INV OUT=840.75' GRADING PLAN
\ Tow/Bow \�� / \
\\ DET.8/C902 \ 849.55 Tc I \ \ \ \
\ \\I \ \ A 9.05 84 �� ENP\•1C/ ` 1/2"REBAR \ \ \
" \�P\N� / SET \ \ \ PREPARED FOR:
\ I \ DITCH TO BE LINED , 84849�O \ / ` I \ \\\\ ��
TERAMORE DEVELOPMENT, LLC
\ \N WITH CURLER II \\\ \ �� \ a RGRID
uND \ \\ \\ NO WETLANDS ARE LOCATED ON
N.C.GRID ✓ S °k5'56"W \\\\\\\\ \ THIS PROPERTY. DETERMINED BY PO BOX 6460
N=783,41 849.30TC \ �� 14.06' I \ \\ \\\ \` THOMASVILLE, GA 31758
70,
848.80 DEREK GODDARD,
10'EMERGENCY PLS AT BREC, PA.
\\ \\N \ \ \ - - - - - _ __ - SPILLWAY ELEV. =846.75
\ \ \ UTILI - _ -- --�-- - \\� -- -- - -- /� ��S18°51'1 E\i \\ \\ \\\
6 pV GR OLE \ - - - - - - - - _ _ _ S89°03'01"W=252_31 - 842_ \ \\
\ o I - - RETAINING WALL DESIGNED - - - - - - - - - -
- - - 1/2"REBAR �i_ - _ - -/ \ \\ \ DATE: REVISIONS:
845�
\\ I\ \ I°\o\ � _ - - - - - - - - - BY OTHERS. SAFETY FENCE
\ �� _ ALONG EXTENTS OF WALL JHS PROPERTIES,LLC
INV.15/l P
\\ 1 - SEE DET.3/C901 - , - D.B.2631,PG.562
\ - J T 4X PAREELt-M 3?20M00T25,"
844/46' "'REBAR I /
RODRICK RECK �° \ \ - _----- e
D.B.2424,PG.1762 \ \ \ o�` --- --� -- ------------_- iOUND 1
TAX PARCEL#11311 D0000063 \ I \ I I -S
f°9\ \ f°� °\ INV.15"RCP /
SHEET SIZE:
84 08' GRAVEL / \\ 24"x36"
\ f° \t \ °\I\ ENd IN DRIVE / DRIVE
VE ��� G�
ABBREVATIONS
UTILITY \ \ \ i ��� p PROJECT NUMBER:
POLE \ \ \ ` o\ I _ ---- ��\ TC TOP OF CURB 3161322023\ \ 1 \ \ \ \ ` \\ \ \ \ \\��. \ TOR BOTOP OFORAMP B DRAWN BY. J.EDWARDS
\ \ APPROVED BY:
\ f BOR BOTTOM OF RAMP J.CHURCH
� JHS PROPERTIES,LLC
O % \ 1\\ / \ �\ D.B.2631,PG.562 TOW TOP OF WALL
/ \ TAX PARCEL#1131200000125 SCALE:
�o
BOW BOTTOM OF WALL „ _ ,
\ �\�\�\ �/ \ // � \ ��\ \ BOD BOTTOM OF DITCH 1 - 20 N)
i WELCOME HART GROUP,LLC \\ \ \ �° \\ \ JHS PROPERTIES,LLC �� BEFORE YOU DIG!
D.B.2249,PG.0703 ?' \ \\ °\ / D.B.2631,PG.562 X� �\ HP HIGH POINT
TAX PARCEL#1131100000033A \\\ \\\ S \ \ °\\ YAX PARCEL#1131200000125 �\ �\ CALL 1 -800-632-4949 EX.TC EXISTING TOP OF CURB SHEET:
N.C. ONE-CALL CENTER EX. BC EXISTING BOTTOM OF CURB 20 10 0 20 40
\ \ \\ \ � \ / SITE CONTROL Y C200
\ \ \ I\ X GPS VOPUS-z"YELLOW CAPPED REBAR \ EP EDGE OF PAVEMENT
\ \ N.C.GRID-NAD 83(2011) �� \� ITS THE LAW!
\ \ I \ N=783 316.68' m \ EC EDGE OF CONCRETE
©COPYRIGHT 2024 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.

N,N W
\ N \ \ \ GENERAL NOTES U)
\ W PIPE TABLE 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. y
\ \ \ \ \ 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. B EC II-__
\\° PIPE NAME SIZE LENGTH SLOPE INVERTS y W
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. vIRGINIgROgD �m J
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
INV I N =849.30 OLD U.S.HWY.52
\� NCDOT PIPE- 1 15 INCH CONCRETE PIPE 19.97' 1.00% 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
\ INV. OUT=849.10 ASSOCIATED WITH RELOCATION.
N � /
\ / INV. IN -847.50 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND 2��\ 0
�\ � °\ / NCDOT PIPE-2 15 INCH CONCRETE PIPE 21.92 1.14% WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH `p� U
// INV. OUT=847.25\ HILL DR.RELOCATION SHALL BE INCLUDED IN THE BASE BID. Q
- ENGINEERING I PLANNING I ENVIRONMENTAL
INV. IN -845.50 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR �
NCDOT PIPE-3 15 INCH CONCRETE PIPE 24.59' 1.02% COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. HOMER STREET
INV. OUT=845.25 o y 1520 MEADOWVIEW DRIVE
Q
INV. IN -848.50 0 P sl��p WILKESBORO,NC 28697 0
NCDOT PIPE-4 15 INCH CONCRETE PIPE 34.57 0.72% - 9� °9° 336.844.4088 http://brec.biz LU
INV. OUT=848.25 a °� Po
SITE 9O� >
NCDOT PIPE-5 15 INCH CONCRETE PIPE 21.54' 1.16% INV. IN =847.50 °� I+� W INV. OUT=847.25 H CAR '' LU
(,
INV. IN =846.50
I \ \ a NCDOT PIPE-6 15 INCH CONCRETE PIPE 45.56' 0.55% INV. OUT-846.25 �oFESS
W
r
\ \\ o N� �9 PIPE 1 181NCH CONCRETE PIPE CLASS V 28.08' 0.89% INV. IN =840.75 VICINITY MAP (NTS) - .A _ m
\ I z I fs INV. OUT=840.50
Lo �� jr�i INV. IN =845.00 �NGINE�� G��
�' PIPE-2 15 INCH CORRUGATED HDPE PIPE 67.54 0.59% INV. OUT=844.60 LEGEND\\ 0111 INV. IN =844.50 - - PROPERTY LINE C CN \\\
PIPE-3 15 INCH CORRUGATED HDPE PIPE 142.68 0.53% INV. OUT=843.75 z
cp. - too - EXISTING CONTOURS 07/02/2024 J
PIPE-4 15 INCH CONCRETE PIPE 86.63' 0.92% INV. IN =846.30 100 PROPOSED CONTOURS W
INV. OUT=845.50 m i
STRUCTURE TABLE - - BUILDING SETBACK .��REC.P,q�'••,-,: Lu
J
LANDSCAPE BUFFER pO : Q
STRUCTURE NAME DETAILS
U
\I \ \N NCBELM-3448.\ � � P EX. OVERHEAD ELECTRIC _ U)
y RIM=847.45'
o CURB INLET- 1
o INV OUT=845.00' GAS EX. NATURAL GAS 2•. •P 0
\ \
\ 2 RIM=847.50' W EX. WATER •.��41 CARO,��,• ,
\ CURB INLET-2 INV IN=844.60'\ FO EX. FIBER OPTICS I , 0� INV OUT Q
cp. RIM=846.25' SS EX. SANITARY SEWER
o / \ OUTLET STRUCTURE INV OUT-840.75'
`N
/
\> \ ALL DITCHES WITHIN THE
RAN TO BE SEEDED AND �
\ \ I\\ \ LINED WITH CURLEX II
ALL DRIVEWAY PIPES TO HAVE
FLARED END SECTION AND /' \ /�� \\ \ W U O
o OUTLET PROTECTION PER z M
ALL DRIVEWAY PIPES TO HAVE p \N
FLARED END SECTION AND 2 \ NCDOT STD.310.03 j / I \\� O
OUTLET PROTECTION PER W M
NCDOT STD.310.03 yN y CURB INLET-2, CC
�Ps I RIM :847.50 °31'q1"/" aA5 \\\\ G
15 HDPEINVIN :844.60 i i \\ O w
\ i 15" HDPE INV OUT:�.50 3 i ` \,
w 0
CURB INLET- 1 \ \\ \
RIM :847.45
\\ 15 HDPE INV OUT:845.00 OUTLET STRUCTURE
N \ a.
RIM :846.25
\ \ \ I 18" RCP INV OUT:840.75
M \ \\ ` • CID
DOLLAR GENERAL
o � \ ` ` \
\ I 4- 10,732SF
N I �\ I �, 'k-843- ROAD GRADING
co
\ I
PREPARED FOR:
co \` TERAMORE DEVELOPMENT, LLC
° \ PO BOX 6460
s5°5� "W THOMASVILLE, GA 31758
06'
- _ _- ____ _ _ _Ss9�o3 e9"yv 252_31 842 _ I -9
I
\ �845' \\ _�-- - - - -_ - - - '--- _
1
�\ \ �_--- ---�_ J \ \\ DATE: REVISIONS:
%\v
SHEET SIZE:
24"2
\ \ \ \ PROJECT NUMBER:
3161322023
DRAWN BY:
J.EDWARDS
APPROVED BY:
_\A\c
\ � J.CHURCH
SCALE:
40' (H)
SHEET:
40 20 0 40 80 C201
©COPYRIGHT 2024 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.

NVEVE� % GENERAL NOTES Lij
r+o GE % 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. y Lu
ZQaQO/ es
NRO•( 5RG NVE�PN 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. c' B EC
GR P� K R pG. \ VIRGINIA ROAD
1 ZE 219 50 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. y Lu
S��10 P �gXA5 \N��CDR &p9.16 p 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. m J
i S 3 CiR PDV gR, G.y°3, RQ o OLD U.S.HWY.52
ve P p p pG' 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
'�\ / / 0 6 o Q11 pG 9 D, "b- 81D°ppp051 `o ASSOCIATED WITH RELOCATION.
\ o 8' VD X? N 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND ��`Q 0
yo WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH p� CU
\ / \ RELOCATION SHALL BE INCLUDED IN THE BASE BID. HILL DR.
\ LANDSCAPING /' ` \ 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR ENGINEERING I PLANNING I ENVIRONMENTAL
\ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. HOMER STREET
\° UTILITY / P CARPORT o sy� 1520 MEADOWVIEW DRIVE Q
POLE / — P ` \ o P FLip WILKESBORO,NC 28697 0
\
\ � �� ` \ \ a ono �Po9 90 336.844.4088 http://brec.biz /w
\ o s SITE a�
1/2" FOUNDF'� ` \ � �� LJJ
\ \\ T N.C. PE -NAD 8 \ \ s 'rs \`�1 l l l l l l/r��Z
N.C.GRID-NAD 83(2011)
\ \ N-783,732.71' CONCRETE GARAGE/ INV.8"CLAY' 1
E=1,628,118.35' EXISTING \ / STORAGE ` =838.01' I \ - \ �' (\A CAF? �•, U
\ \ HOUSE ( ___ 1` / w
\\ UTILITY _ `� \\ � \ /� `___ �P POLE � � � INV.8"CLAY
840.18' \ \ \ Q� 9 Lu
\ / P --
\ INV.20"DIP=
VICINITY MAP (NTS) -A - m
/ N/2"REBAR \ l \ \ (n
SET \ / — \ \\ \ %v .'Fj�Ci�l\IE� c1j
r j \ LEGEND
LIGHT / \ \ l ,IN�/.20"DIP= \ \ \ ��rrrlllll���\
POLE
GPS//r GPS / 837.4T PROPERTY LINE z
Q 100 — EXISTING CONTOURS 07/02/2024 J
A s \ �
PROPOSED CONTOURS
BUILDING SETBACK .•`BREC P J
••0••
————————— LANDSCAPE BUFFER ;Go�P �T'• z Q
1"PIPE FOUND \ \
= �•= 0
N.C.GRID-NAD 83(2011) P EX. OVERHEAD ELECTRIC : ;NCBELS#C-3448?
s 1 41"
N=783,668.15' \ \
O \ _ I - i / \ E=1,628,399.66' \ \
r I __--� � GAS EX. NATURAL GAS ;',yo,•••• ; 0
4 __,1- EX. WATER •�rH CARC-•`�� Z
G
FO EX. FIBER OPTICS 0
•S \ \ \ N SS EX. SANITARY SEWER
\\ I z POLE UTILITY `\ \ N
I ` •
44 \ \\ RETAINING WALL DESIGNED
\ I \ \ \ 9 1/21 REBAR i / \ \\\ BY OTHERS. SAFETY FENCE (p
\ \ \ SEt i / / \ ALONG EXTENTS OF WALL
\� // �°• : \ SEE DET.3/C901cp
S \\
POST-CONSTRUCTION-2 i� <�.. .�' � � � I \ �pG
° a10
7
.00 .L
N \ \ INCHED) / C ,
\ \ \ N.C.GRIDIlNAD 8 011)
\ \ \ \ 90.44' !� ` \ \ \ \ \ Z M
4'.
%� , � LLf
OR 1\ V w 0
POST-CONSTRUCTION- 1
\ )
1 4 t 1 g �jLLAR GENERAL
10,732SF
1 \ FFE=850.00
I \ POST-CONSTRUCTION
\ \\ \\ \ 1.248 ACRES CURRENT TOTAL
\\ \\ \ \ ADDING 0.170 ACRES FROM FUTURE CONVEYA
1.418 ACRES TOTAL NEW AREA " > `•
WELCOME HART GROUP,LLC
D.B.2249,PG.703(TRACT 5)
LOTS 56 thru 62-PLAT BOOK 3,PAGE 44
\ \ \ I \\ I TAX PARCEL#11311 D0000056
.° POST-CONSTRUCTION DA
yN \\ \ I I I \\ \ \
PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
PO BOX 6460
1/2"REBAR I \ \\ \ \ THOMASVILLE, GA 31758
SET
REBA UND \ \ \ I \\ \ \\\ \
N.C.GRID L
\ \\N 1\\ \\ N_783,41 \ S °b514.06 I \\\\ \\\
I DATE: REVISIONS:
\ \7
N \ \\ \\ \\
\ \\ 1 UTILI jo\ _i — _ -- _-�_- \� - - ' — ' - - - - - - - - - - - I
\pRl OLE — — - - - - — _ _- - - - S89°03'01"W-252_31 - - - - - - - - - - - - - - I \�29.24' '14"E\��� \
RETAINING WALL DESIGNED 1/2"REBAR
I\� \ - - - - - - - - BY OTHERS. SAFETY FENCE
ALONG EXTENTS OF WALL JHS PROPERTIES,LLC
\\ 1 _ _ SEE DET.3/C901 D.B.2631,PG.562
1 INV.15rl P , TA ARCt=L�kt13T20D600 \ \ 1
\ o =844 46' REBAR
I
RODRICKRECK �° \ I � ------ --------_ � - '�OUND \1 I I SHEET SIZE:
D.B.2424,PG.1762 \ \ I % o�` I -------_________ 1 1 24"x36"
AX PARCEL#11311 D0000063 p�\ \ I N \ I =�_____ \
PROJECT NUMBER:
3161322023
INV.+5"RCP / DRAWN BY:
ENd IN DRIVE GRAVEL DRlitr J.EDWARDS
UTILITY \ \ ° \ I I . APPROVED BY:
POLE \ \ \ ` o\\ I I `� \ J.CHURCH
SCALE:
JHS PROPERTIES,LLC
O D.B.2631,PG.562
TAX PARCEL#1131200000125 SHEET:
\ G
�� �, \ \
WELCOME HART GROUP,LLC \\ \ ) 20 10 0 20 40 C202
JHS PROPERTIES,LLC \
D.B.2249,PG.0703 \ \ ?' \ \ �\ °\ D.B.2631,PG.562
TAX PARCEL#1131100000033A (a� \ °\ \ VAX PARCEL#1131200000125 \\ \\
©COPYRIGHT 2024 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.

w
SAND FILTER - 1 PROFILE B EC LL]
STATION LLl
-0 10 0+00 1+00 2+00 2+60 J
87 70 a_
0
U
ENGINEERING I PLANNING I ENVIRONMENTAL Q
86 - 60 Q
1520 MEADOWVIEW DRIVE
WILKESBORO,NC 28697 0
OUTLET STRUCTURE 336.844.4088 http://brec.biz W
RIM :846.25 TOP OF DAM >
3'WIDE 18" RCP INV OUT:840.75 ELEV.=848.00
LEVEL SPREADER DAM LLI
85 ELEV.-844.75 EMERGENCY SPILLWAY 50 �� t I I I+ �/� U
BERMUDA SOD ELEV.=846.75 `� `-\N CAF? �i� Ll
L3:� #57 WASHED STONE Ess
G S�OPF 3"THICK CLEANOUT CLEANOUT 31SVOPE ;�OF
Lij
D _ y... -
.Q
ELEV. 843.75
..
OUTLET J 3"WASHED STONE (� _ - { _ _
84 PROTECTION TOP OF SAND 4"PERFORATED�77 BOTTOM 841.75 40 v ; .��/
4"INV.=841.00 843.75 PVC
TOP OF#57 STONE @ 0.5%PVC DSLOPE MI NS N��'G��\` CC
842.25 18"OF COURSE MASONRY
'/���1lGIlIIC���\\\\\ G
BOTTOM 841.25 SAND CONFORMING TO z
07/02/2024 J
83 - ALL MATERIAL LAYERS TO BE 30
SEPARATED BY 8oz NON-WOVEN
GEO-TEXTILE FILTER FABRIC
#57 STONE
C LL.I i
....Pq
PD . J
82 SHWT<822.00(SEE SHWT REPORT) SHWT<822.00(SEE SHWT REPORT) 20 G�� W;�` U
-0+10 0+00 1+00 2+00 2+60 _ ;NCBELS#C-3448? _ U)
Z
SAND FILTER - 2 PROFILE
CAR O
-0 10 0+00 STATION 0+75 0
87 70
NO WETLANDS ARE LOCATED ON SAND FILTER NOTES:
THIS PROPERTY. DETERMINED BY 1. ENSURE OUTLET STRUCTURE IS INSTALLED OUTSIDE OF SAND MEDIA.
DEREK GODDARD PLS. 2. ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TO INSTALLATION OF AMENDED SAND.
\ \ a ,INS/.20"DIP= 3. PVC UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6"
\ N\ 837.47' \ \ \ \ 86 OUTLET STRUCTURE 60 CENTERS. MIN.4 HOLES PER ROW. MAX SPACING OF UNDERDRAIN PIPE IS 10 FEET
RIM :846.25 18" RCP INV OUT:840.75 ON CENTER. HDPE SHALL ADHERE TO AASHTO M252 SPECS.
o o \ \ 4. UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6"ABOVE SAND SURFACE.
5. ALL SOD WITHIN BASIN SMALL BE BERMUDA GRASS OR EQUALIANT GROWN IN
N / I l \ \ \ RETAINING WALL SANDY SOIL.
85 DESIGN BY OTHERS. 50
m
� I \ 1"PIPE FOUND \ \ � G
N.C.GRID-NAD 83(2011) \ \ \ D
2 N=783,668.15' o A";"s`' PIPE- 1 C ,
E=1,628,399.66' \ \ z 3"ORIFICE v
\ \ \ 84 INV.=844.75 40 Z O
a\ \ \ PVC CAP TO BE SCREWED
4"PVC MO
INV\ \ \ -841.00
PVC 3'x 3'x 1' FITTING GLUED TO W Lu M
rANTI-SEEP v
\ �0 \ \ 2 COLLAR CLEANOUT RISER
t
o O LLuNu
o \ \ (P 83 30 J L.I�
\ < Lu
RETAINING WALL DESIGNED CLEANOUT DETAIL U)\ ` BY OTHERS. SAFETY FENCE (P
• \ ALONG EXTENTS OF WALL
G SHWT<822.00(SEE SHWT REPORT)
�a• \ SEE DET.3/C901 S 82 20
�1 W0 -0+10 0+00 0+ 5
•
3'LEVEL
f ` \ SPREADER DAM \ 0
CLEANOUT SEE ` x
DET.7/C902
8"-6"SCH 40 PVC
ROOF DRAINS %CO \\ \\ \\ o
P�
FLARED END SECTION
OUTLET STRUCTURE ` \a \ &OUTLET PROTECTION SAND FILTER
RIM :846.25 \` SEE DET. 9/C902
18" RCP INV OUT:840.75 cl�
PREPARED FOR:
SCM OUTLET TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
.6•�5 `\ - �' STORM RAX PEAK
\ \ ROOF STRUCTURE
� DOLLAR GENERAL �:������:. � � \ STORM RAX PEAK
I 10,732 SF ` /n \ \ TRASH RACK OR ROOF STRUCTURE
FFE=850.00 N ` APPROVED EQUAL
TRASH RACK OR
APPROVED EQUAL DATE: REVISIONS:
1.248 ACRES CURRENT TOTAL s n
ADDING 0.170 ACRES FROM FUTURE CONVEY RIM ELEV. =846.25
1.418 ACRES TOTAL NEW AREA \ �� .,'.� ` I ` / / \ \ \ GROUT INTERIOR •. a a•
WELCOME HART GROUP,LLC WALLS
a . D.B.2249,PG.703(TRACT 5) �" �' � \ \ EMERGENCY SPILLWAY
\ : •.�. n ''• .. n �
a LOTS 56 thru 62-PLAT BOOK 3,PAGE 44
TAX PARCEL#11311 D0000056 - - .843- - \ • • 3'x 3'x 6'PRE-CAST
STORMWATER CONTROL MEASURE 0.
CATCH BASIN MEETING
\\\ \ \ OR EXCEEDING NCDOT
T - I 3"ORIFICE INV. =844.75 STD.840.45 a SHEET SIZE:
° 24"x36"
• ` \ \ \ •1 PROJECT NUMBER:
� �\ \ \ 1 L � `.• .•.• I I 18" RCP CLASS V
rF
I INV. =840.75 a 3161322023
4" PVC INV. =841.00 a a •. • . J.EDWARDS
r •
° DRAWN BY:
1/2"REBAR \ 6 CONCRETE
SET I \ \ \\, 840.25 °a '.• • • . ° APPROVED BY
6" J.CHURCH
\ ✓ / ` I \\\ GENERAL NOTES: #57 WASHED STONE _ SCALE:
S °h5'56"W 1. T= 16'
�I 14.06' I \ 2 B- 10' COMPACTED o 0 0 0 0 0 0 0 0 0 T 1" - 10' H
10'EMERGENCY I 3. LINE WITH SCOURSTOP TRANSITION MATS I ill = 10 (v)
_ SPILLWAY ELEV. =846.75 \ I OR APPROVED EQUAL OVER SOD. NOTES:
\ 1. USE MONOLITHIC STRUCTURE WHERE POSSIBLE. IF RISERS ARE REQUIRED,THEY MUST SHEET:
S89°03'01"W=252_31_ - _ _ -842- - - - I 14"E
29.2 ' BE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE.
2. ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATER TIGHT. USE C203
PLAN VIEW CON SEAL CS-102 JOINT MASTIC (OR APPROVED EQUAL)AT ALL SEAMS. GROUT 10 5 0 10 20
SCALE: 1 = 20' INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS.
©COPYRIGHT 2024 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.

°\ =847.73' SS O 110 GR�S wellL
VP��GOoo&O8 4,pG
LJ
IPA °� ,� �� �' 3 P R5',D ' �y5"p' p00 py1 m GENERAL NOTES m (J)
/ 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
S / Og 4I�'pG�O(SSPR��V#113110 `N 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. B EC Lu
GP � INV.15"RCP � ,,
GPS/ =847.59' Xp N 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. y w
GNS� PLANTER/ / �F ` y5 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. vIRGIrvIAROAO �m J
\ \ LANDSCAPING /'� ` 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS oLou.s.HwY.Sz
\ / ASSOCIATED WITH RELOCATION.
\ UTILITY CARPORT 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND �C,� 0
POLE / P _P _P _, -P -P ` WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH �� CU
� `� \ RELOCATION SHALL BE INCLUDED IN THE BASE BID. HILL OR.
\ I \\\ �F� \ \ \ 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR ENGINEERING I PLANNING I ENVIRONMENTAL Q
\ \\ 1/2"PIPE FOUND t�
\ \ \\\\ Q °� N.C.GRID-NAD 83(2011) \ \ \ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. HOMER STREET Q
CONCRETE GARAGE/ INV.8"CLAY \ s
0 9 1520 MEADOWVIEW DRIVE
N=783,732.71' \ o l��i WILKESBORO,NC 28697
\ I \ EXISTING STORAGE -838.01' \
\ \ I \ A \ E=1,628,118.35' HOUSE `� - I MAINTENMCE PLAN p 0
UTILITY X ` 0 9P °9 336.844.4088 hftp://brec.biz
` 1. ERO ION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. o a p W
i / P POLE INV.8"CLAY \ z �O °9
\ �\ \ I /P / \ ` =840.18' \ \ t 2. CON CTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL o SITE a� �_
\\ INV.20"DIP-_ COMP Y WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL ��, LLl
836.40' MANUA �s ICAi U
A� /P P �.'�/ / ` \1/2"REBAR ` / `�� \ \ \� 3. PER NP ES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER �.� �N • • RO��' ,� W
SET �\ / - - \ \ RUNOFF ISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS OFESS
,9,0 \ \ \ \ AFTER AN STORM EVENT.A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
N� �I \ �\ �, /GPS / / \ \ ( > \ \ \ AND DATE MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFACES VICINITY MAP (NTS) ' :A
/ LIGHT GaS e ��� i / SILT FENCE /INS/.20"DIP= \ \ \ SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY _
\ \ INV.15"RCP POLE y / / \ �� \ 837.47,
I =847.30' / SEE DET.2/C902 �, \ l \ \ ACTIONS TO�CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG U)
FOR RECORD EEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
vN I G S / �� // p STONE OUTLET \ \ \ PERMITS UNIT
SEE DET.3/C902 \ \ LEGENDANC.CND
4. CHECK ALL ER ION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND - - �i
MAKE ANY NECE SARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. PROPERTY LINE
5. REMOVE SEDIME DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF CAPACITY, z
LIMITS OF / -
N� �� , \� \\ \\\ REPAIR ANY BREAKS IMMEDIATELY. 100 - EXISTING CONTOURS 07/02/2024 J
\ / _ DISTURBANCE / 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
Q \ 1"PIPE FOUND \ \ 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING 100 PROPOSED CONTOURS
1 .97± ACRES � N.C.GRID-NAD 83(2011) \ \
N=783,668.15' PROPER EROSION CONTROL MEASURES AT ALL TIMES. - - BUILDING SETBACK .•`�, EC, �'• LLl
\ GPS O / 1 I E=1,628,399.66' \ \ 8. IS IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN STABILITY AND PREVENT EROSION IN ALL �•' � ........ �'�, J
-k'� -l-f- ,� DITCHES/SWALES. UTILIZE RECP OR STONE LINERS AS NEEDED IF PERMANENT GROUND COVER WILL NOT BE --------- LANDSCAPE BUFFER O�PO�T••. 'Z Q
\ ` __,1 \ � r - �� INSTALLED IMMEDIATELY AFTER GRADING.
\ \ , P EX. OVERHEAD ELECTRIC : U)
G �v`� -� - .NCBELS#C-3448.
\ N � � / / ! EROSION CONTROL CONSTRUCTION SEQUENCE
fNV 15"Rcy I / I \ o \ \\ 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL GAS EX. NATURAL GAS ~
\ \ 846.73' I \ • 2••. "? . 0
/ / \ DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING. O
UTILITY / / II I X s� \ \ 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL W EX. WATER '••;QrHCAR�
\ 1 \\ POLE lor I / \ \ \ UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. �••"••�"••� 0
\ \ 7.4 \ \\ � \� \ 3. SCHEDULE PRE-CONSTRUCTION MEETING WITH NCDEQ. FO EX. FIBER OPTICS 0
RETAINING WALL DESIGNED 4. STAKE OUT ALL PHASE 1 EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. SS EX. SANITARY SEWER
\ I \ \ 1/21 REBAR / / / \ \ BY OTHERS. SAFETY FENCE \ 5. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
\ \ 2 I \ \ SEt / / / \ \ ALONG EXTENTS OF WALL OF CONSTRUCTION. SILT FENCE
\ \\ n I \ Vz \\ I / / SEE DET.3/C901 6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM OLD US HWY 52. LIMITS OF DISTURBANCE
\ N /,N� \ \a w I MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT SEDIMENTATION ONTO PUBLIC ROAD UNTIL SITE
\ \ /• d \ \w 31'W x 217'L x 3' D ASPHALT IS INSTALLED.
SKIMMER BASIN 7. PERFORM THE MINIMUM CLEARING NECESSARY TO INSTALL PHASE 1 EROSION CONTROL MEASURES. Aomllbl
" X 1.5" FAIRCLOTH SKIMMER 8. INSTALL SILT FENCE AND STONE OUTLET(S)AT INDICATED AREAS.
W/1.0" KNOCKOUT ORIFICE 9. INSTALL MODIFIED OUTLET CONTROL STRUCTURE, PIPE - 1 WITH OUTLET PROTECTION, AND RETAINING WALL RIPRAP INLET PROTECTION
�. \ \ I I \ SEE DET. 1-2/C903 ALONG EASTERN PROPERTY LINE TO CREATE DAM FOR SKIMMER BASIN.
\\ 10. INSTALL SKIMMER BASIN. ATTACH FAIRCLOTH SKIMMER TO MODIFIED OUTLET CONTROL STRUCTURE. SKIMMER
\ \ G \ \ �° POINT OF / \ \ BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE OUTLET PROTECTION
\ \ \ \ ��� 1"PIPE FOUND(PINCHED) \\ \ \\\ MEASURE HAS BEEN RECEIVED BY NCDEQ. MODIFY SKIMMER BASIN CONFIGURATION AS CONSTRUCTION
\ \ \ \ N.C.GRIDINAD 83(2011) \ \ \ PROGRESSSES FROM PHASE 1 TO FINAL GRADING.
-N-�83�90.44' \ \ \ \ \ 11. INSTALL RETAINING WALL ALONG SOUTHERN PROERTY LINE AND CUT/FILL AS NEEDED AT THE DIRECTION OF HARDWARE CLOTH INLET
THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE ELEVATIONS AT BUILDING PAD. INSTALL STONE BASE PROTECTION
I\ \ \ \ I Ar �\ \ \ \ AND CONCRETE PAD TO BEGIN BUILDING CONSTRUCTION.
JOANN COE IRELAND \ \ \ I \\ \\ \ 12. CONTINUE WITH CUT/FILL INSTALL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE W U Q
D.B.1320,PG.1680 \ \ \ ELEVATIONS IN VEHICULAR USE AREAS. STONE OUTLET z I�
AX PARCEL#11311D0000065A \� \\ II P\P� \\ FLARED END SECTION\ 13. DURING CUT/FILL OPERATIONS, INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTIONS AND ALL Z O
/ F OUTLET PROTECTION UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED TO SKIMMER
TEMP. CONSTRUCTION TEMP. 15"CMP WITH INLET / \ \ BASIN THROUGH AN EFFLUENT BAG. CwC M
SEE DET.9/C902 14. WHEN GRADING REACHES SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS INSTALL STONE BASE TO G
ENTRANCE SEE DET. 1/C902 9\ I &OUTLET PROTECTION \ \ ) PROTECT EXPOSED SOILS. 0 Uj
I
MODIFIED OUTLET k \/ 15. STABILIZE ALL OTHER EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING. U n/
INV-1846.46' '\ ��\"RC \ I STRUCTURE SEE a� 16. COORDINATE WITH NCDOT TO IMPLEMENT TRAFFIC CONTROL PLAN TO INSTALL MEASURES NEEDED FOR J 0
hq I DET.4/C903 CONSTRUCTION OF REQUIRED ROAD IMPROVEMENTS. w O
17. AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ, REMOVE SKIMMER BASIN TO COMPLETE CONVERSION TO U
\ \ \ o\ PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL AND COMPLETE FINE GRADING.
ENSURE CONVERSION IS COMPLETED DURING A PERIOD WITH NO EXPECTED PRECIPITATION TO ELIMINATE
\ SEDIMENT LOSS. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY STABILIZED.
17.1. BEGIN CONVERSION BY REMOVING BAFFLES, FAIRCLOTH SKIMMER,AND OUTLET STRUCTURE SKIMMER BASIN CALCULATIONS
I \ 1. DA= 1.16 ACRES
MODIFICATIONS.
17.2. REMOVE ACCUMULATED SEDIMENT AND EXCAVATE SUBGRADE AREA FOR UNDERDRAIN AND SAND 2. DU= 1.16 ACRES
I 3. fo=5 minutes
� INSTALLATION. DISPOSE OF EARTHEN WASTE AT AN APPROVED SITE OR STABILIZE ONSITE WITHIN
1.248 ACRES CURRENT TOTAL PERMITTED DISTURBANCE BOUNDARY. 4. i= 6.967
\ \ � I I 17.3. INSTALL EMERGENCY SPILLWAY PER PROJECT DETAILS. 5. C= 0.6
RODRICK RECK \ \ oho �\ I ADDING 0.170 ACRES FROM FUTURE CONVEYANCE 17.4. INSTALL SEPARATION FABRIC, STONE FILTER, UNDERDRAIN PIPES WITH CLEANOUTS, SAND MEDIA,AND 6. Q10= CiDA=(0.6)(6.96)(1.16)= 4.84 ft3/s
D.B.2424,PG.1762 1.418 ACRES TOTAL NEW AREA 325Q 325
TAX PARCEL#11311D0000063 \ \\ I o� I I WELCOME HART GROUP,LLC X 17.5. IONSTALL SOD OR OTHER SAND FI SAND FILTER ELEMENTS LTERER PS PROJECT
DETAILS.
ITECTION PER PROJECT DETAILS. 7. SAq q= �o= ( )(4.84)= 1,573 ft
\ I \ I D.B.2249,PG.703(TRACT 5) 8. V = 1800DU= (1800)(1.16)=2,088 ft3
\ \ o I LOTS 56thru 62-PLAT BOOK 3,PAGE 44 18. INSTALL REMAINING PERMANENT LANDSCAPING. 9. L:W=3.0
INV.12"RCP \ \ I I TAX PARCEL#11311 D0000056 I - - 843 19. DO NOT REMOVE REMAINING EROSION CONTROL MEASURES UNTIL APPROVAL IS RECEIVED FROM NCDEQ. 10. depth=3.0
=846.24' \ \ \ \ \� I I 20. AFTER FINAL MEASURES ARE REMOVED, COORDINATE CLOSEOUT INSPECTION WITH NCDEQ TO VERIFY SITE 11. W=31 ft->L=217 ft
\ \ I STABILIZATION.
10'EMERGENCY SPILLWAY 13. Vpvd= 15,9 65ft
\ ELEV. =844.00 \ pEI
SEE DET.3/C903 \ \ \\ 14. LwEIR= 19'
\ \ \ T\ I \ \ I\ \ \\ 15. V@ top 2fr 21088ft
\ \ \ \ \ \ I\ \ \\ 16. Tdewater 3 days /T
17• Qde-ter- V@ top 2V dewater 696ft3/d PHASE 1 ESC PLAN
\\ \ \ \ \ \ \ \\ aA3 1/2"REBAR I \ \\\\\
SET I \\ \ \ PREPARED FOR:
1 \ TERAMORE DEVELOPMENT LLC
INV.18\RCP \\ I \ \\\� �
\ \ =844.5( 8"REBAR FOUND \ aq3 I \\ \ \\
\ N.C.GRID-NAD 83(2011) \ aA5 I \\ \ \ PO BOX 6460
N \ \ N=783,418.18' S5°b5'56"W \ \\\
\ \ 845 I 14.06' I \\ \ \\ THOMASVILLE, GA 31758
\ \♦ \IPA \ J
\ ♦ - - \ I \ \ \\\
\ UTILITY ����f GHN��GHE 9 2 3 _ 842 � I S18°51'14"E\
\ eve OLE - _. - - - - - _ - - - _ - - 29.24'n \\ \ ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS
84S\ \. _ _ _ - SILT FENCE - 1/2"REBAR __i- - _ - - -/ \ \\ \ PROJECT MUST COME FROM A SITE WITH AN APPROVED DATE: REVISIONS:
I \ \ - - _ _ SEE DET.2/C902 - �- - =__ \ \ \ EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
JHS PROPERTIES,LLC STONE OUTLET \ - \ \ , MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE
SEE DET.3/C902 \ 1 / \ \ 1 \
\ - _ - D.B.2631,PG.562 \ --I \ L %i DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS
\ \ INV.18"R P INV.15'rC �- - J - - _ - - - -TAX PARCEL#i 131200000125,
\ \ =844. 0' \���` 844/46' ♦ ' \ 1 / FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
RODRICK RECK �° \ \ ______� ___�- \1"REBAR
1 ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY
D.B.2424,PG.1762 \ \\ �� I ♦ --------___ ____ REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT
TAX PARCEL#11311 D0000063 0 \ \ \ �° I ♦I \ OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION
�,\ OF WATER RESOURCES RULES AND REGULATIONS.
INV.i5'RC F� / ��� o
y SHEET SIZE:
-844.08' / ♦ GRAVEL DRIVE STABI L IZATION T I M E F RAM E S 24"x36"
END IN DRIV .
UTILITY \ �f\ \ \ / ♦ \�`. SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS PROJECT NUMBER:
POLE f° � I _ `� �` \ 3161322023
\ \\ \ \ \ \\\ I�// \�♦ \�`� PERIMETER DIKES,SWALES,DITCHES, DRAWN BY:
\ ( \ \ \ ♦\° \ ` \ \ 1 �� SLOPES 7 DAYS NONE J.EDWARDS
�i� \ \ i'o \ \ ♦ \ ���\ `�\ APPROVED BY:
�, \ \ �ev� �♦ ♦ J.CHURCH
o \ \ \ �p0 P i (♦ T \ \\ I ♦ `�\ `�\ 0< HIGH QUAILTY WATER(HQW)ZONES 7 DAYS NONE
�� \\\ \ \ ` •N 2 \ ♦°l'o \\\ ) ��\ SCALE:
IF SLOPES ARE 10'OR LESS IN _
i \ G \ q \ / `� `� SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER 1 - 20 (H)
\ \ \ \ ♦ z ♦ ` THAN 2:1,14 DAYS AREA ALLOWED. (V)
N \ �lO\\\ ♦ JHS PROPERTIES,LLC \�� \` BEFORE YOU DIG!
i WELCOME HART GROUP,LLC \ O �
'y \ �� °\ ♦� D.B.2631,PG.562 X 7 DAYS FOR SLOPES GREATER
TAX PARCEL#1131100000033A \ \\ S \� °\\\ / \�\ \ �\ CALL 1 -800-632-4949 SLOPES 3:1 OR FLATTER 14 DAYS THAN 50'LENGTH SHEET:
PARCEL#1131200000125
\ \♦ \\ G \ ° a / \\� \\Y� N.C. ONE-CALL CENTER ALL OTHER AREAS WITH SLOPES 14 DAYS NONE,EXCEPT FOR PERIMETERS C300
\ .4 / CONTROL m FLATTER THAN 4:1 AND HQW ZONES 20 10 0 20 40
\ \ \ G VOPUS-z"YELLOW CAPPED REBAR �� a ��
\ ♦ \ \ \ N.C$RID-NAD 83(2011) �\ �\ ITS THE LAW! SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
N= 316.68' 01
©COPYRIGHT 2024 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.

°\ =847.73' SS O 110 GR�S wellL
VP��GOoo&O8 4,pG
LJ
IPA °� ,� �� �' 3 P R5',D ' �y5"p' p00 py1 m GENERAL NOTES m (J)
/ 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
S / Og 4I�'pG�O(SSPR��V#113110 `N 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. B EC Lu
GP � INV.15"RCP � ,,
GPS/ =847.59' Xp N 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. y w
GNS� PLANTER/ / �F ` y5 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. vtRGtrvtaRoaO �m J
\ \ LANDSCAPING /'� ` 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS oLou.s.HwY.Sz
\ / ASSOCIATED WITH RELOCATION.
\ UTILITY CARPORT 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND �C,� 0
POLE / P _P _P _, -P -P ` WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH �� CU
� `� \ RELOCATION SHALL BE INCLUDED IN THE BASE BID. HILL OR.
\ I \\\ �F� \ \ \ 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR ENGINEERING I PLANNING I ENVIRONMENTAL Q
\ \\ 1/2"PIPE FOUND t�
\ \ \\\\ Q °� N.C.GRID-NAD 83(2011) \ \ \ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. HOMER STREET Q
CONCRETE GARAGE/ INV.8"CLAY \ s
0 9 1520 MEADOWVIEW DRIVE
N=783,732.71' \ o l��i WILKESBORO,NC 28697
\ I \ EXISTING STORAGE -838.01' \
\ \ I \ A \ E=1,628,118.35' HOUSE `� - I MAINTENMCE PLAN p 0
UTILITY X ` 0 9P °9 336.844.4088 hftp://brec.biz
` 1. ERO ION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. o a p W
i / P POLE INV.8"CLAY \ z �O °9
\ �\ I P / \ ` =840.18' \ \ t 2. CON CTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL o SITE a� �_
\\ INV.20"DIP-_ COMP Y WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL ��, LL1
836.40' MANUA �s ICAi U
A� /P P �.'�/ / ` \1/2"REBAR ` / `�� \ \ \� 3. PER NP ES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER �.� �N • • RO��' ,� W
SET �\ / - - \ \ RUNOFF ISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS OFESS
,9,0 \ \ \ \ AFTER AN STORM EVENT.A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
N� �1 \ ( > \ \ \ AND DATE MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFACES VICINITY MAP (NTS) ' :A
/ LIGHT Gas e ��� i / SILT FENCE /INS/ 20"DIP= \ \ \ SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY _
\ \ INV.15"RCP POLE y / / 837.47'
I =847.30' / SEE DET.2/C902 �, \"l \ \ ACTIONS TO�CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG 00
S / 1 FOR RECORD EEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL N
STONE OUTLET \ \ \ PERMITS UNIT 'v .T GINS �11 ,ci �
SEE DET.3/C902 \ \ LEGEND '' ANC.CND
4. CHECK ALL ER ION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND - -
MAKE ANY NECE SARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. PROPERTY LINE 'I t t I
\ / \ \ 5. REMOVE SEDIME DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF CAPACITY, z
LIMITS OF / -
I I �� \I \\ \\\ REPAIR ANY BREAKS IMMEDIATELY. 100 - EXISTING CONTOURS 07/02/2024 J
DISTURBANCE / I 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
�'� 1"PIPE FOUND \ \ 10o PROPOSED CONTOURS
GPS \\ e CURB INLET- + Q N.C.GRID-NAD 83 2011 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
1 .97_ ACRES ► a�5 c ) \ \
RIM :847.5C / N=783,668.15' PROPER EROSION CONTROL MEASURES AT ALL TIMES. - - BUILDING SETBACK .•`•, EC P
\ GPS I I ____ 15" HDPE INV IN :844.60 E=1,628,399.66' \ \ 8. IS IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN STABILITY AND PREVENT EROSION IN ALL �•' ��..••...;9. '' J
�15" HDPE INV OUT:844.50 �� , \ \ DITCHES/SWALES. UTILIZE RECP OR STONE LINERS AS NEEDED IF PERMANENT GROUND COVER WILL NOT BE --------- LANDSCAPE BUFFER GO�P��T�:• �Z Q
INSTALLED IMMEDIATELY AFTER GRADING. (�
� Q /) I �v\N� / 1 � � \\ \\ ! EROSION CONTROL CONSTRUCTION SEQUENCE P EX. OVERHEAD ELECTRIC = NCBELS#C-3448i =
U�
\\ \ •y I / N� e ti�15"Rcy / \ 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL GAS EX. NATURAL GAS = ~
/ 3 0 \ DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING. CARO
UTILITY / p\� X \ s� \\ \ 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL W EX. WATER , .j •
\ POLE I lor / \ UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. "�•�" 0
\ \ �.4 \ / \ \� \\ 3. SCHEDULE PRE-CONSTRUCTION MEETING WITH NCDEQ. FO EX. FIBER OPTICS 0
\ \\ \ \ \ RETAINING WALL DESIGNED 4. STAKE OUT ALL PHASE 1 EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. SS EX. SANITARY SEWER
• \ \ BY OTHERS. SAFETY FENCE 5. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
\\ \ \\ \\ 1S/EtREBAR / / \ \ ALONG EXTENTS OF WALL \� OF CONSTRUCTION. SILT FENCE
\ \ n \ \2 \� 1 \ SEE DET.3/C901 6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM OLD US HWY 52.
\ \ TEMP. PIPE INLET \� o /04' MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT SEDIMENTATION ONTO PUBLIC ROAD UNTIL SITE LIMITS OF DISTURBANCE
PROTECTION(TYP.) \ o / / 31'W x 217'L x 3' D ASPHALT IS INSTALLED.
\N SEE DET.4/C902 i \ SKIMMER BASIN 7. PERFORM THE MINIMUM CLEARING NECESSARY TO INSTALL PHASE 1 EROSION CONTROL MEASURES.
� TEMP. INLET X
/ / 1.5" FAIRCLOTH SKIMMER 8. INSTALL SILT FENCE AND STONE OUTLET(S)AT INDICATED AREAS. ® RIPRAP INLET PROTECTION
PROTECTION / r ` W/1.0" KNOCKOUT ORIFICE 9. INSTALL MODIFIED OUTLET CONTROL STRUCTURE, PIPE - 1 WITH OUTLET PROTECTION, AND RETAINING WALL
SEE DET.6/C902 / \ SEE DET. 1-2/C903 ALONG EASTERN PROPERTY LINE TO CREATE DAM FOR SKIMMER BASIN.
STIOCKPILE 10. INSTALL SKIMMER BASIN. ATTACH FAIRCLOTH SKIMMER TO MODIFIED OUTLET CONTROL STRUCTURE. SKIMMER ghx
1 \ G \ \ POINT OF INNING l / `" `" \ \ BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE OUTLET PROTECTION
\ \ \ \ 1"PIPE FOUND INCHED) \\ \ \\\ MEASURE HAS BEEN RECEIVED BY NCDEQ. MODIFY SKIMMER BASIN CONFIGURATION AS CONSTRUCTION
\ \ \ \ N.C.GRIDINAD 8 011) \ \ \ PROGRESSSES FROM PHASE 1 TO FINAL GRADING.
493690.44' \\ \ \ \ \ 11. INSTALL RETAINING WALL ALONG SOUTHERN PROERTY LINE AND CUT/FILL AS NEEDED AT THE DIRECTION OF HARDWARE CLOTH INLET
\ \ \ THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE ELEVATIONS AT BUILDING PAD. INSTALL STONE BASE
PROTECTION
I\ ; Ar \ \ \ \ AND CONCRETE PAD TO BEGIN BUILDING CONSTRUCTION.
\ \ �\` CURB INLET- 1 / °o \ \ \ 12. CONTINUE WITH CUT/FILL INSTALL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE
JOANN COE IRELAND \ \ \ RIM :847.45
D.B.1320,PG.1680 \ \ „ \ \ ELEVATIONS IN VEHICULAR USE AREAS. STONE OUTLET z O
AX PARCEL#11311 D0000065A \J �� 15 HDPE INVOUT:845.00 p\P \ \ ` 13. DURING CUT/FILL OPERATIONS, INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTIONS AND ALL Z M
\ I \ FLARED END SECTION UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED TO SKIMMER JU W O
&OUTLET PROTECTION 1 BASIN THROUGH AN EFFLUENT BAG. CC M
TEMP. CONSTRUCTION , \ q I I \ SEE DET.9/C902 14. WHEN GRADING REACHES SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS INSTALL STONE BASE TO fj G 4t
ENTRANCE SEE DET. 1/C902 \ \ \ I I \ l PROTECT EXPOSED SOILS.
MODIFIED OUTLET k 15. STABILIZE ALL OTHER EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING. U n/
INV.12"RC \ \ TEMP. INLET 16. COORDINATE WITH NCDOT TO IMPLEMENT TRAFFIC CONTROL PLAN TO INSTALL MEASURES NEEDED FOR 0
=846.46' _ '\ \ \ ��\ PROTECTION STRUCTURE SEE CONSTRUCTION OF REQUIRED ROAD IMPROVEMENTS. J 0
\ \ SEE DET.6/C902 DET.4/C903 17. AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ, REMOVE SKIMMER BASIN TO COMPLETE CONVERSION TO w
N� U)
\ \ \ \o\ I PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL AND COMPLETE FINE GRADING.
ENSURE CONVERSION IS COMPLETED DURING A PERIOD WITH NO EXPECTED PRECIPITATION TO ELIMINATE
\ FLARED END SECTION ° \ / X SEDIMENT LOSS. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY STABILIZED. mi
` NCDOT STD.310.03 \ 0 17.1. BEGIN CONVERSION BY REMOVING BAFFLES, FAIRCLOTH SKIMMER,AND OUTLET STRUCTURE SKIMMER BASIN CALCULATIONS
MODIFICATIONS. 1. DA= 1.16ACRES
17.2. REMOVE ACCUMULATED SEDIMENT AND EXCAVATE SUBGRADE AREA FOR UNDERDRAIN AND SAND 2. DU= 1.16 ACRES
I 3. fo=5 minutes
INSTALLATION. DISPOSE OF EARTHEN WASTE AT AN APPROVED SITE OR STABILIZE ONSITE WITHIN
1.248 ACRES CURRENT TOTAL I PERMITTED DISTURBANCE BOUNDARY. 4. i=-6.96
/ \ � / 17.3. INSTALL EMERGENCY SPILLWAY PER PROJECT DETAILS. 5. C= 0.6
RODRICP BECK \ \ \ \G.1762 \ �� 1 ADDING 0.170 ACRES FROM FUTURE CONVEYAN 17.4. INSTALL SEPARATION FABRIC, STONE FILTER, UNDERDRAIN PIPES WITH CLEANOUTS, SAND MEDIA,AND 6. Q10= CiDA=(0.6)(6.96)(1.16)= 4.84 ft3/s
TAX PARCEL#11311D0000063 \ I 1.418 ACRES TOTAL NEW AREA X I OTHER SAND FILTER ELEMENTS PER PROJECT DETAILS. 7. SA,q=325Q10= (325)(4.84)= 1,573 ft2
\ \ \ I WELCOME HART GROUP,LLC I 17.5. INSTALL SOD OR OTHER SAND FILTER SURFACE PROTECTION PER PROJECT DETAILS. 8. Vreq= 1800DU= (1800)(1.16)=2,088 ft3
D.B.2249,PG.703(TRACT 5)
LOTS 56thru 62-PLAT BOOK 3,PAGE 44 1 18. INSTALL REMAINING PERMANENT LANDSCAPING. 9. L:W=3.0
INV.12"RCP \\ \ \ TAX PARCEL#11311 D0000056 I - - 843 19. DO NOT REMOVE REMAINING EROSION CONTROL MEASURES UNTIL APPROVAL IS RECEIVED FROM NCDEQ. 10. depth=3.0
=846.24' \ \ \ I 20. AFTER FINAL MEASURES ARE REMOVED, COORDINATE CLOSEOUT INSPECTION WITH NCDEQ TO VERIFY SITE 11. W=31 ft->L=217 ft
I STABILIZATION.
\ TEMP. CONCRETE 10'EMERGENCY SPILLWAY 12. V = 1 ,916 3
\ WASHOUT SEE \ T _` ELEV. =844.00 \ 13. Vp�d 15,916 ft
/ _
\ DET.5/C902 \ ° !� SEE DET.3/C903 1 \ \\ 14. LWEIR- 19
\ \ I 1 \ \ 15. V@ =21088 ft
• \ \ I\ \\ \ 16. T detw,,te, 3 days
�\ \' CHECK DAM SEE \ �\ \ \\ ( II\ \\\\\ 17. Qde-ter= V@ top 2V deter 696ft3/d PHASE 2 ESC PLAN
\ \ DET.8/C902 \ \ \ � \ \
11 \ \ \ \ \ \\ 1/2"REBAR 1 \ \ \
I \ \ DITCH TO BE LINED \ �\ \ \ \ SET 11 \ \\\\\ \ PREPARED FOR:
I \ WITH CURLEX II IN .18\RCP TERAMORE DEVELOPMENT, LLC
\ 8 5� 8"REBA OUND \ a� � \\ \ \\
\ • N� \\ N C7 GRID-8 AD 1) S5°b5'56"W \\\\ \\ PO BOX 6460
\ \ _ I 14.06' \ \\ THOMASVILLE, GA 31758
\ \\
\ UTILI ° �'���f 0� �OHM� _2 -3 - -ff 842 42 �S18°51'14"E\ \\\\\\\
\ 6op�BUG I OLE \ \ - _. _ _ - _ _- - - - _ _ - - - - - - - - - _ - - - _ - - - _ i 292�n\ / \\ \\\ ANY OFF SITE BORROW AND WASTE REQUIRED FOR THIS DATE: REVISIONS:
\ \ -7 845� �� - - _ - - RETAINING WALL DESIGNED SILT FENCE - 1/2"REBAR �i- _ _ _ - - \ PROJECT MUST COME FROM A SITE WITH AN APPROVED
I \ - GS7- - =__ \ \ \ EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
`� - - - - - - - - BY OTHERS. SAFETY FENCE = SEE DET.2/C902 STONE OUTLET � _ _ _ � 1
ALONG EXTENTS OF WALL JHS PROPERTIES,LLC SEE DET.3/C902 \ 1 /\\ \ \ \ \ MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE
SEE DET.3/C901 D.B.2631,PG.562 / \1 L %i DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS
\ V.18"R INV.15/rcP �- - J - _ - _ - - , - -TAX,=ARCEL#i 131200000125,
\ \ =844. 0' \���` =844/46' ' � \ I I / FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
RODRICK RECK �° \ I • \ ___� ___�- it B REBAR 1 I ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY
D.B.2424,PG.1762 \ \\ o�` I . f------------_ ____ i OUND REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT
TAX PARCEL#11311 D0000063 0 \ \ \ �° I .I = \ OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION
OF WATER RESOURCES RULES AND REGULATIONS.
\ \ I I AI •
INV.i5'RC F� / . G / \���\ o SHEET SIZE:
END4INDRIV / RAVEL DRIVE ,�� ���,, STABILIZATION TIMEFRAMES 24"x36"
UTILITY \ �f\ \ \ `� SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS PROJECT NUMBER:
POLE ° I _ `� \ 3161322023
\ \\ \ \ \ \\\ I�// \�• \�`� PERIMETER DIKES,SWALES,DITCHES, DRAWN BY:
\ I \ \ \ •\° � SLOPES 7 DAYS NONE J.EDWARDS
1 \
APPROVED BY:
i* J.CHURCH
HIGH QUAILTY WATER(HQW)ZONES 7 DAYS NONE
N 2 1 °l'o \\\ ) ��\ SCALE:
IF SLOPES ARE 10'OR LESS IN �� _
i \ G \ \q \ / `� `� SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER 1 - 2O (H)
\ \ \ \ z ` THAN 2:1,14 DAYS AREA ALLOWED. (N)
JHS PROPERTIES,LLC \�� \` BEFORE YOU DIG!
i WELCOME HART GROUP,LLC \ O
'y \ �� \ .� D.B.2631,PG.562 X 7 DAYS FOR SLOPES GREATER
TAX PARCEL#1131100000033A \ \\ S \� °\\\ / \�\ \ �\ CALL 1 -800-632-4949 SLOPES 3:1 OR FLATTER 14 DAYS THAN 50'LENGTH SHEET:
\ PARCEL#1131200000125
G CONTROL \\� \\Y� N.C. ONE-CALL CENTER ALL OTHER AREAS WITH SLOPES 14 DAYS NONE,EXCEPT FOR PERIMETERS C301
\ 03 .L / m FLATTER THAN 4:1 AND HQW ZONES 20 10 0 20 40
\ \ �, G 1/OPUS z"YELLOW CAPPED REBAR
\ \ \ \ N.C$RID-NAD 83(2011) �\ �\ ITS THE LAW! SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
N= 316.68' 01
©COPYRIGHT 2024 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.

V.12"RCP I / INV.12"RCP
=851.12' II T� =850.64' w
\\ ' GENERAL NOTES Lij
I \\\ \\\ \ I00 � \ \ �' 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. y
I \ \ I X \ W\\ \ \ 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. B EC Lu
\ \\ UTILITY �' \ 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. y uj
I » VIRGINIq Rpgp vm J
POLE 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. ^
\ \ \ 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS OLDU Ill.S.HWY- 1..�
\1 ASSOCIATED WITH RELOCATION.
INV.12"fYCP \\\ \ \ �\ 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND c, 0
=850)55' \ I \ 5i WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH ��2 CU
w
\ N \ FOUND.,
AA \
\ w 7 REBAR ��� RELOCATION SHALL BE INCLUDED IN THE BASE BID. HILL DR.
y �� 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR ENGINEERING I PLANNING I ENVIRONMENTAL Q
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. HOMER STREET U)
INV-1850.44� �\\\ \ \ \\ s
nn��AA o y� 1520 MEADOWVIEW DRIVE
I\ c \ MAINTENANCE PLAN WILKESBORO,NC 28697 0
u T
I \\ POL \ \ ��\,s INV.12"RCP 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. a o� �Po 9° 336.844.4088 http://brec.biz LLJ
\ =850.20' 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL o °� SITE >
I \ k I COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL ���s i I+ W
I \ a DOUGLAS R.&KATHY R.DUFFEY MANUAL. ,���
JAMES C.LINER et al \ F- C�1 w
\ o INV 12"RCP D B 812,PG 1401 A 3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER '(N . .. ROB 'ice
D.B.2142,PG.1572 \( TAX PARCEL#11311 D0000042 �� `i
PARCEL#11311D0000026A \ z I =849.99' �f N RUNOFF DISCHARGES FROM EACH OUTFACE SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS FESS
. O
AFTER ANY STORM EVENT.A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS - Q� 9 . Y Lu
w rxjr FOUIND AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS �� :A = m
N SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANYCID VICINITY MAP (NTS) _
� \ 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 ' .Fi�G'NE�F''.
STEPHANIE L.HAYNES \ \ \\ // NO PERMITS UNIT. LEGEND
� i �:�Nv�``
D.B.2302 PG.803 \ \ \ \q DOUGLAS R.&KATHY R.DUFFEY �F�NCEj� G 4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND �i / 1,\����
TAX PARCEL#11311D0000032 , \ m D.B.812,PG.1401 1N�1N/�' \ y MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. - - PROPERTY LINE
TAX PARCEL#11311 D0000042 GNj�" z
SITE CONTROL \ \ 2 /" m �' 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF CAPACITY, -
GPS#2-60d NAIL\ \ p � m Al OG o REPAIR ANY BREAKS IMMEDIATELY. 100 - EXISTING CONTOURS 07/02/2024 J
N.C.GRID-NAD 83(2011)\�\ z'PIP \ \ \ �\ / j 20 vo 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
N=783,873.49'\ \ \FOUN �' 10o PROPOSED CONTOURS
11 \ \� /i m 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
E=1,628,012.10 \ U LI Y \ x \y �N•�����i
ELEV.=850.40'(NAVD 1988) \ \ L �� \ \ \ /r o b PROPER EROSION CONTROL MEASURES AT ALL TIMES. - - BUILDING SETBACK .•`�, EC, P I ''� LLl
\ P tL 8. IS IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN STABILITY AND PREVENT EROSION IN ALL �•' ��..•••..;9. '', J
DITCHES/SWALES. UTILIZE RECP OR STONE LINERS AS NEEDED IF PERMANENT GROUND COVER WILL NOT BE --------- LANDSCAPE BUFFER ;GO�P���F:• 'Z Q
M L ,\� C� \ INSTALLED IMMEDIATELY AFTER GRADING. (�
0 2 O P EX. OVERHEAD ELECTRIC ;NCBELS#C-3448; U)
`" EROSION CONTROL CONSTRUCTION SEQUENCE = =
UTILITPOL Y
Y i\ y 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL GAS EX. NATURAL GAS '• 0
y PHYLLIS BOONE b Z�G DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING. '.20 .••,..••' : z
w•`� . VV`'` w \ �% D.B.1293,PG.1570 • \l�l EX. WATER 'i'QT/.j Off-
O 5 Q ( 0 7 �\ 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL •�, CAR
N w �N LOTS 46 thru 50-P.B.3,PG.44
o UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. 0
I p TAX PARCEL#11311 D0000046 \ FO EX. FIBER OPTICS
v, 3. SCHEDULE PRE-CONSTRUCTION MEETING WITH NCDEQ. 0
\ \ 2 4. STAKE-OUT ALL PHASE 1 EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
ROPDRIW � °\\ 5. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION SS EX. SANITARY SEWER
I OF CONSTRUCTION. SILT FENCE
' \ \ 6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM OLD US HWY 52.
1/2"PIPE FOUND \ MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT SEDIMENTATION ONTO PUBLIC ROAD UNTIL SITE LIMITS OF DISTURBANCE
\\ \I \ \ cp. PHYLLIS BOONE / N.C.GRID-NAD 83(2011) \ ASPHALT IS INSTALLED.
ART J.&GAYLE C.WESTBROOK \\ 6o gvG w \ \ o -A D.B.1293,PG.1570 /�' ft N=783,811.27' 7. PERFORM THE MINIMUM CLEARING NECESSARY TO INSTALL PHASE 1 EROSION CONTROL MEASURES.
\\ ` m ` LOTS 46 thru 50-P.B.3,PG.44 SHED E=1,628,354.00' 8. INSTALL SILT FENCE AND STONE OUTLET(S)AT INDICATED AREAS.
D.B.913,PG.1193 \ \ TAX PARCEL#11311 D0000046 �� RIPRAP INLET PROTECTION
TAX PARCEL#11311 D0000074B �\ \ ` �/� PL v�VVD ` 9. INSTALL MODIFIED OUTLET CONTROL STRUCTURE, PIPE - 1 WITH OUTLET PROTECTION, AND RETAINING WALL
GQN ALONG EASTERN PROPERTY LINE TO CREATE DAM FOR SKIMMER BASIN.
\\ \ \ \ 2QaQo 3 pGR �5'(0 pNG 10. INSTALL SKIMMER BASIN. ATTACH FAIRCLOTH SKIMMER TO MODIFIED OUTLET CONTROL STRUCTURE. SKIMMER
° 33 $5 (',ONv� BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE OUTLET PROTECTION
FOUND8"REBAR \\\\ �` y NIA°/ GRES P�'��RK 4 PG 219 `p 50 \ MEASURE HAS BEEN RECEIVED BY NCDEQ. MODIFY SKIMMER BASIN CONFIGURATION AS CONSTRUCTION
\\ ��� GRESNEP���E��°o&D, `m PROGRESSSES FROM PHASE 1 TO FINAL GRADING.
y5 P3811D�p0p51 0 11. INSTALL RETAINING WALL ALONG SOUTHERN PROERTY LINE AND CUT/FILL AS NEEDED AT THE DIRECTION OF HARDWARE CLOTH INLET
\ s / e P �D ��#1 `N 5o THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE ELEVATIONS AT BUILDING PAD. INSTALL STONE BASE PROTECTION
PLANTER/ D' � PPRG ` AND CONCRETE PAD TO BEGIN BUILDING CONSTRUCTION.
/ LANDSCAPING / 12. CONTINUE WITH CUT/FILL INSTALL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE W U Q
CHUCK F.YORK \ � � UTILITY CARPORT ELEVATIONS IN VEHICULAR USE AREAS.
D.B.624,PG.650 \ ° POLE.,-�-P -P -P -` \ STONE OUTLET z I�
TAX PARCEL#11311 D0000069 \ �o� ` v \ \ 13. DURING CUT/FILL OPERATIONS, INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTIONS AND ALL Z _ M
N.C.1/2"PIPE FOUND UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED TO SKIMMER O
�> INV.8"CLAY W M
N.0 GRID-NAD 83(2011) CONCRETE F GARAGE/ � BASIN THROUGH AN EFFLUENT BAG.
N=783,732.71' EXISTING STORAGE =838.01' C
\ I E-1,628,118.35'_ HOUSE ` ---P� UTILITY
- \`INV.8"CLAY I s� 14. WHEN GRADING REACHES SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS INSTALL STONE BASE TO G
840.18' \ \ PROTECT EXPOSED SOILS. O w
8 6.40' DIP= 15. STABILIZE ALL OTHER EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
y XI \ w \ P T \ 1/2"NBAR / �-�� \ \ 16. COORDINATE WITH NCDOT TO IMPLEMENT TRAFFIC CONTROL PLAN TO INSTALL MEASURES NEEDED FOR J
/ I \ GPS Q �� �.' / �\ \ SET �� gip ;- \ \ \ CONSTRUCTION OF REQUIRED ROAD IMPROVEMENTS. w O
LIGHT �S� �' / \ \ \ \ 17. AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ, REMOVE SKIMMER BASIN TO COMPLETE CONVERSION TO
p � POLE e �� � � \ � °\ f 837.47' \ \ PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL AND COMPLETE FINE GRADING. (JJ
Z w � s / -,-/j� \ \ �I \ \ ENSURE CONVERSION IS COMPLETED DURING A PERIOD WITH NO EXPECTED PRECIPITATION TO ELIMINATE
p J \ \ SEDIMENT LOSS. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY STABILIZED.
�FVE�DR NEB )\/ \ \ '� 17.1. BEGIN CONVERSION BY REMOVING BAFFLES, FAIRCLOTH SKIMMER,AND OUTLET STRUCTURE
uTlu ` �� ,e _ � \ \ \4 Oro
MODIFICATIONS.
POLO y CURB INLET-2 z�Q � 1"PIPE FOUND \ \ \ 17.2. REMOVE ACCUMULATED SEDIMENT AND EXCAVATE SUBGRADE AREA FOR UNDERDRAIN AND SAND
PS RIM :847.50 s�1°31'Q3„w aA5 N.C.GRID-NAD 83(2Q11� INSTALLATION. DISPOSE OF EARTHEN WASTE AT AN APPROVED SITE OR STABILIZE ONSITE WITHIN
I \ r 15"HDPE INV IN :844.60 / N=1,628, 99.6 PERMITTED DISTURBANCE BOUNDARY.
I \ o /15"HDPE INV OUT:844.50 �1N� \ 17.3. INSTALL EMERGENCY SPILLWAY PER PROJECT DETAILS.
17.4. INSTALL SEPARATION FABRIC, STONE FILTER, UNDERDRAIN PIPES WITH CLEANOUTS, SAND MEDIA,AND
\ \ O OTHER SAND FILTER ELEMENTS PER PROJECT DETAILS.
o �
CHUCK F.YORK \\ \ �� UTILITY // p\pE 3 \\\� 17.5. INSTALL SOD OR OTHER SAND FILTER SURFACE PROTECTION PER PROJECT DETAILS.
D.B.624,PG.650 \ \ OLEJo O 18. INSTALL REMAINING PERMANENT LANDSCAPING.
TAX PARCEL#11311 D0000069 \ I \ I � \ \\ 0 \\ \ N 19. DO NOT REMOVE REMAINING EROSION CONTROL MEASURES UNTIL APPROVAL IS RECEIVED FROM NCDEQ.
\ I 1/2"REBAR / \ \ \ 20. AFTER FINAL MEASURES ARE REMOVED, COORDINATE CLOSEOUT INSPECTION WITH NCDEQ TO VERIFY SITE
\ \� ET \ STABILIZATION.
w
\w \ _ \ \ i \ \\ \ NOG \
o� / \
\ `' \ \\ G �' \ �\ ` �O FINAL PHASE ESC PLAN
i \ \ (GRID- _ r / ' \
3,590. d'� I \ \ \ \ \ \ PREPARED FOR:
CURB INLET 1 \ \\\ \ \` <G \ TERAMORE DEVELOPMENT, LLC
i JOANN COE IRELAAN ^ \ oo \ RIM :847.45 / E-� �� \ \ \ -
D.B.1320,PG.1680 � 15"HDPE INV OUT:845.00 / p\P \ \\ \ �� PO BOX 6460
' TAX PARCEL#11311 D0000065A \ \\ a OUTLET STRUCTURE \ \ ��
I �\ O THOMASVILLE GA 31758
G \ \ 1.248 ACRI RIM :846.25 I \
D11 .170 ACRE'18" RCP INV OUT:840.75 V
.418 ACRES TOTAL NEW AREA
( \\ 1 WELCO E HART GROUP,LLC • \
9,PG.703(TRACT 5) -
OTS 56thru2-PLAT BOOK 3,PAGE 44 �' \ o ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS
TAX PAgCEL#11311D0000056 I \ \ PROJECT MUST COME FROM A SITE WITH AN APPROVED DATE: REVISIONS:
DOLLAR GENERAL A \ a EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
p \ \ 10,732 SF \ \ �, MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE
FFE=850.00 \ (I \\ \\ \?0 DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS
RODRICK RECK \ \ \\ \ \\ FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
D.B.2424,PG.1762 \ \\ I \ I II \ ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY
TAX PARCEL#11311 D0000063 REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT
843- -�/ \\�\ \\ OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION
OF WATER RESOURCES RULES AND REGULATIONS.
SHEET SIZE:
\ I\\\\ STABILIZATION TIMEFRAMES 24'X36"
\ � I\\\\ \
11\\ \\ \ PROJECT NUMBER:
\ \ I SET DRAWN
\ \\ \ SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS 3161322023
� e R R I PERIMETER DIKES,SWALES,DITCHES, DRAWN BY:
N.C. AD 83(20't\1) S5°55'/56"W SLOPES 7 DAYS NONE J.EDWARDS
- 14.06'
TEL _ / APPROVED BY:
PE . - - J.CHURCH
- �� - - - - ����„�� �� ��f ff I S 0� HIGH QUAILTY WATER(HQW)ZONES 7 DAYS NONE
6 RIW t TOIL I \ \ _ S8�03 91-4u 2&2�` - - _ - - - -842 - _-_-_- - I 2�
SCALE:
60 I ) -845 \% \ = - - - �--- - - - - - - - - - - 1/2"REBAR _ IF SLOPES ARE 10'OR LESS IN �� -
\ A - - - - - - - JHS PROPERTIES,LLC \ET - SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER 1 - 40 (H)
_ - _ _ _ B-26PG.562 \ 1 THAN 2:1,14 DAYS AREA ALLOWED. (V)
\\ IN
46'C TAX PARCEL#11�200000125 s AR J BEFORE YOU DIG!
RODRICK RECK \ r --( r __ e FOUND \ SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER SHEET:
D.B.2424,PG.1762 \ \ i ° I ,I \ CALL 1 -800-632-4949 THAN 50'LENGTH
TAX PARCEL#11311D0000063
\\ ° / \ \\ If8440 CP h GRAVELC�i \ \\\�� �o N.C. ONE-CALL CENTER ALL OTHER
FLATTE AREAS
WITH
AN :SLOPES 14DAYS NONE,EXCEPT
FAND OR
P PERIMETERS 40 20 0 40 80 C302
/ \��° l� / ,VE 6 i
UTILITY \ ° \ END IN I�/E ITS THE LAW!
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
©COPYRIGHT 2024 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.

y
OTS 56 thru 62-PLAT BOOK 3,PAGE 44 J \ O
0 \ 6, •� TAX PAF;CEL#11311 D0000056 \ \ .A LJJ
��\ / �• ' \ GENERAL NOTES U�
w DOLLAR GENERAL � � �� \ �
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
" \\ z• 10,732 SF \ \ B EC w
\ 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. �, �
9 FFE=850.00 \ 1 \\ 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. y LJJ
RODRICK RECK \ \\ „�• I \\ VIRGINIARpgp vG
D.B.2424,PG.1762 \ \ �i I ":,a 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. m J
TAX PARCEL#11311 D0000063 m \ a. ` \\\ 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS oLpu.s.HwY.Sz 0-
\\\ ASSOCIATED WITH RELOCATION. �, 2i
843- \
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND J.
O
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH CU
RELOCATION SHALL BE INCLUDED IN THE BASE BID. HILL OR.
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR ENGINEERING PLANNING ENVIRONMENTAL Q
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. HOMER STREET s <
SEE SHEET C401 FOR \ ` ; \ aAS 11\\ \\ \ 0 9� 1520 MEADOWVIEW DRIV
1/2"REBAF�
E
\ \ \ MAINTENANCE PLAN p `��p WILKESBORO,NC 28697 0
WATER LINE RELOCATION ,•• \� \ 4"SEWER LINE TO BE SET \ \\ 9, o
ENCASED IN 12"OF \ 1. EROSION CONTRO�MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION. o �P 9° 336.844.4088 http://brec.biz LU
\\� \ 2. CONTRACTOR IS R SPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL o °G SITE o9O >_
CONCRETE UNDER S5°55'p6"W \ \\\\ \ ��
\ \ COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL c
T TEL RETAINING WALL I14.06' I \\\\\\ MANUAL. i U
° PEC CO TIE LINE \\\\\\ 3. PER NPDES REQUIRE ENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER .�\1 cARo ��/ W
N4 TI 1 ' - ��••��� , '� f��_�_ ����� I S18°51'�4"h� \\\\ RUNOFF DISCHARGES OM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS ; 'F E SS
W S89°0_'01"..-252.3 -842 - - - - - - \ F\R p
1 29.24' \\ •9
60 e °L \ -845 _z- _ - - - - - - - - - - - �/2"RE ` _ - AFTER ANY STORM EVEf�T.A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS '"z 9 Y u
\ ,v.• J - - - JHS PROPERTIES,LLC ET-  - / \1 AND DATES MUST BE RE ORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS VICINITY MAP (NTS) _ `.'E.AL = m
I INy�. "RC _ - _ _ _ - �B--2631--PG.562 SHOULD BE KEPT AND IBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
\ &44.46' TAX PARCEL#11�200000125 �„ J \ ACTIONS TO CONTROL FU URE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
RODRICK RECK �r e FOUND \ , FOR RECORD KEEPING IS A ILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL % `� �iyGINE�� ' G-:
D.B.2424,PG.1762 � \ � ___ s
\ ERMITS UNIT. 11-1'•- .••
TAX PARCEL#11311D0000063 � \ � ���� LEGEND � N N � �
a `` 4. ECK ALL EROSION CONTROIL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND C. C
II�IV.15' ch � M KE ANY NECESSARY REPAIR AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. - - PROPERTY LINE
=844.0 GRAVEL C,?1VE o 5. E OVE SEDIMENT DEPOSITS FNOM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF CAPACITY, z
UTILITY ED IN �, - too - EXISTING CONTOURS 07/02/2024 J
POLE \ `° � � X
P IRANY BREAKS IMMEDIATEL .
6. R PL CE GRAVEL CONSTRUCTIO ENTRANCE AS NECESSARY.
\ i •• `.\ 7. CO T CTOR WILL BE FINANCIAL L RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING 100 PROPOSED CONTOURS ••�•�••
PR E EROSION CONTROL MEASU ES AT ALL TIMES. - - BUILDING SETBACK �E.•`�, C P,q�'•. W
JHS PROPERTIES,LLC • i J
8. IS I E CONTRACTORS RESP��IISIBILITY TO MAINTAIN STABILITY AND PREVENT EROSION IN ALL •..•••..
D.B.2631,PG.562 \ v\' •' PO •.
TAX PARCEL#1131200000125 DITCH S WALES. UTILIZE RECP OR STONE LINERS AS NEEDED IF PERMANENT GROUND COVER WILL NOT BE --------- LANDSCAPE BUFFER ;God ��F:. z Q
/ \ ,\111\\ v •� `�\ ��\ INSTAL E IMMEDIATELY AFTER GRADING. P EX. OVERHEAD ELECTRIC U
c� \° \ '. JHS PROPERTIES,LLC NCBELS#C-3448. C)
i WELCOME HART GROUP,LLC � •
\ \\� D B 2631,PG 5 DISTURBED AREA EROSION CONTROL CONSTRUCTION SEQUENCE =
D.B.2249,PG.0703 \a \ Zm T\ AX PA
2000001� ��
TAX PARCEL#1131100000033A \ \ '• FOR SEWER LINE \ 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL GAS EX. NATURAL GAS • ,; ;
\` E CONTROL INSTALLATION \ \ DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING. LOB • �
1/OPUS-T"YELLOW CAPPED REBAR 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL W EX. WATER ��'•, rHCARC��••�
RID-NAD 83(2011) �� \ UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS. ��••"••�"••�, 0
3,316.68' G \ FO EX. FIBER OPTICS
3. SCHEDULE PRE-CONSTRUCTION MEETING WITH NCDEQ. 0
°�\o EL 8,258.01
.76'( 4. STAKE-OUT ALL PHASE 1 EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
�EL� 44.76'(NAND 1988) 11 �� SS EX. SANITARY SEWER
\�
\ 11 \I� 5. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
\
� OF CONSTRUCTION. SILT FENCE
\\ \ \\\\ 1 11 \ 6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE ACCESS FROM OLD US HWY 52.
� m 1
MAINTAIN GRAVEL CONSTRUCTION ENTRANCE TO PREVENT SEDIMENTATION ONTO PUBLIC ROAD UNTIL SITE LIMITS OF DISTURBANCE
\\ Z`1 \ °\\\\ \ I �• 11 11 ASPHALT IS INSTALLED.
\ \\ Z \ \ ' •• 1 1 7. PERFORM THE MINIMUM CLEARING NECESSARY TO INSTALL PHASE 1 EROSION CONTROL MEASURES.
8. INSTALL SILT FENCE AND STONE OUTLET(S)AT INDICATED AREAS.
\ \\\\ \\\ \ \\ \\\\\ RIPRAP INLET PROTECTION
CO 11 111 9. INSTALL MODIFIED OUTLET CONTROL STRUCTURE, PIPE - 1 WITH OUTLET PROTECTION, AND RETAINING WALL ®
ALONG EASTERN PROPERTY LINE TO CREATE DAM FOR SKIMMER BASIN.
\\ \ NEW 4"SEWER 11 10. INSTALL SKIMMER BASIN. ATTACH FAIRCLOTH SKIMMER TO MODIFIED OUTLET CONTROL STRUCTURE. SKIMMER
\ 1 \\ \\ CLEANOUT INV. =838.00 •'`� 111 111 BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE OUTLET PROTECTION
MEASURE HAS BEEN RECEIVED BY NCDEQ. MODIFY SKIMMER BASIN CONFIGURATION AS CONSTRUCTION
PROGRESSSES FROM PHASE 1 TO FINAL GRADING.
11. INSTALL RETAINING WALL ALONG SOUTHERN PROERTY LINE AND CUT/FILL AS NEEDED AT THE DIRECTION OF HARDWARE CLOTH INLET
THE V-A 111 111 AND CONCRETE AD TO BCAL INEER EGIN BUIO ACHIEVE LDING ONSTRUCRTADE ION ELEVATIONS AT BUILDING PAD. INSTALL STONE BASE PROTECTION
12. CONTINUE WITH CUT/FILL INSTALL AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO ACHIEVE SUBGRADE W U Q
�OULM \ 11 11 ELEVATIONS IN VEHICULAR USE AREAS. STONE OUTLET z �
\1 \ B x \\\ 11 1 13. DURING CUT/FILL OPERATIONS, INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTIONS AND ALL Z M
UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED TO SKIMMER ju W O
BASIN THROUGH AN EFFLUENT BAG. CC M
\ \ \ I \ \\\ \•�� JHS PROPERTIES,LLC li 14. WHEN GRADING REACHES SUBGRADE ELEVATIONS IN VEHICULAR USE AREAS INSTALL STONE BASE TO G
\ \\ \ \ \\\ \ *4 \.rn D.B.2631,PG.562 1 PROTECT EXPOSED SOILS. 0 w
\N \ N TAX PARCEL#1131200000125 1 1
� � \ o\\ q �y i 1 15. STABILIZE ALL OTHER EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING. U n/O
•
\ \ t \ \ \\ :o i 1 16. COORDINATE WITH NCDOT TO IMPLEMENT TRAFFIC CONTROL PLAN TO INSTALL MEASURES NEEDED FOR 1..1_
WELCOME HART GROUP,LLC
D.B.2249,PG.0703 \\ \ \ \ \\ � 11 CONSTRUCTION OF REQUIRED ROAD IMPROVEMENTS.
TA
J V E. �� \\ •N� 1 TAX PARCEL#1131100000033A PED. 17. AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ, REMOVE SKIMMER BASIN TO COMPLETE CONVERSION TO I„u
UTILITY \ 1, \\ \ � �,' 1�1 PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL AND COMPLETE FINE GRADING. co
\ POLE y ENSURE CONVERSION IS COMPLETED DURING A PERIOD WITH NO EXPECTED PRECIPITATION TO ELIMINATE
i� 11
\ � SEDIMENT LOSS. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY STABILIZED.
II 2.0 RCP 11 - 17.1. BEGIN CONVERSION BY REMOVING BAFFLES, FAIRCLOTH SKIMMER,AND OUTLET STRUCTURE
\\ \\ \ 1 \=8>�2.08' 1 , 11 �' MODIFICATIONS.
0 \ \�• \ 17.2. REMOVE ACCUMULATED SEDIMENT AND EXCAVATE SUBGRADE AREA FOR UNDERDRAIN AND SAND
INSTALLATION. DISPOSE OF EARTHEN WASTE AT AN APPROVED SITE OR STABILIZE ONSITE WITHIN
\ \ NEW 8"SEWER PERMITTED DISTURBANCE BOUNDARY.
TAP INV. =835.00 �\ •' 1\ 17.3. INSTALL EMERGENCY SPILLWAY PER PROJECT DETAILS.
\ \ \ (INSIDE DROP) 11 17.4. INSTALL SEPARATION FABRIC, STONE FILTER, UNDERDRAIN PIPES WITH CLEANOUTS, SAND MEDIA,AND
\ \\ \ \ I NEW 4"SEWER 1\ OTHER SAND FILTER ELEMENTS PER PROJECT DETAILS.
1 INVc.15"R CLEANOUT INV. =835.10 1 17.5. INSTALL SOD OR OTHER SAND FILTER SURFACE PROTECTION PER PROJECT DETAILS.
\=8�1.6�. SS-SS- 11 18. INSTALL REMAINING PERMANENT LANDSCAPING.
\ \ \ \ \ co \ co,\ JHS PROPERTIES,LLC \II 19. DO NOT REMOVE REMAINING EROSION CONTROL MEASURES UNTIL APPROVAL IS RECEIVED FROM NCDEQ.
\ \ \ I N \ D.B.2631,PG.562 1 20. AFTER FINAL MEASURES ARE REMOVED, COORDINATE CLOSEOUT INSPECTION WITH NCDEQ TO VERIFY SITE
TAX PARCEL#1131200000125 �I STABILIZATION.
\ 8"SCH 40 PVC 11
SEWER LINE III
FINAL PHASE ESC PLAN
\ \ \ \ \
INV.18 Ci.�F' � 0�
\ =841.79' INV.15"RCP I o
\ \\ =840.42' °\ N \� \ \ PREPARED FOR:
WELCOME HART GROUP,LLC \� 1 '• � , \, ,.,� TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS
PROJECT MUST COME FROM A SITE WITH AN APPROVED DATE: REVISIONS:
EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE
DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS
FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY
REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT
OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION
OF WATER RESOURCES RULES AND REGULATIONS.
STABILIZATION TIMEFRAMES SHEET SIZE
24"x36"
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS PROJECT NUMBER
3161322023
PERIMETER DIKES,SWALES,DITCHES, F7777
7 DAYS NONE J.EDWARDS
SLOPES
APPROVED BY:
J.CHURCH
0� HIGH QUAILTY WATER(HQW)ZONES 7 DAYS NONE
SCALE:
IF SLOPES ARE 10'OR LESS IN
SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER 1" = 40' (H)
BEFORE YOU DIG! THAN 2:1,14 DAYS AREA ALLOWED. (\/)
CALL 1 -V 00-632-4949 SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES THAN 500 ENGTHEATER SHEET:
N.C. ONE-CALL CENTER ALL OTHERFLATTER THAN H SLOPES 14 DAYS NONE,EXCEPT
AND HQW R PERIMETERS 40 20 0 40 80 ES C303
ITS THE LAW! SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
©COPYRIGHT 2024 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.

EXISTING
HOUSE ��_-- C
STORAGE \\ =838.01' l 1
P\ \ INV.8"CLAY \ LLI
\�••. °\\ 1 /�/P \� -� \ \ =840.18' \ \ j INV.20"DIP= GENERAL NOTES U)
\ J \ \ \ 836.40' 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
\ y LLJ
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. y B EC
\ 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. LL1
VIRGINIAROAD
i \ \ \ 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. m J
LIGHT �s� i INV.26"DIP=
POLE s j / Q / / \\ \ , 1 \ / 837.47 \ \ \ 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS OLD U.S.HwY.Sz
ASSOCIATED WITH RELOCATION.
N \ •• //Ps ,�! v��oR\�E ///�.� / N����NE 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
/ \ \ \ WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH �p� U
\ HILL DR.
\ \ \ \ RELOCATION SHALL BE INCLUDED IN THE BASE BID. Q
70) 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR ENGINEERING I PLANNING I ENVIRONMENTAL
TAPS, AND METERS INSTALLED BY ,�'r' IRRIGATION ) \ \ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. HOMER STREET U)
\ DAVIDSON WATER INC. FEES MUST BE ,�- ' DESIGNED BY , / \ o s9� 1520 MEADOWVIEW DRIVE Q
PAID PRIOR TO INSTALLATION. \ OTHERS., ��\NE �� �/ I ` \\ \ ON SITE UTILITY NOTES p9� `��po WILKESBORO,NC 28697 0
DAVIDSON WATER INC. WILL INSTALL /
1. FOR GENERAL SITE WORK, SEE SHEET C100. 0 o Cpo 9° 336.844.4088 http://brec.biz w
PER STANDARD SPECS AND / / ` �\ \ \ 2. ALL WATER DISTRIBUTION PIPE SHALL BE DUCTILE IRON WATER PIPE CONFORMING TO ALL STATE AND LOCAL o °G SITE 9O� >_
\ MATERIALS. ILITY ( i / \ \ STANDARDS. w ��� W
POLE \y \ p 3. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 OR GREATER. s ,\\`\ ICA''��i,� ( )
\ 2 4. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC PIPE FOR GRAVITY FLOW AND SCH 40 FOR PRESSURED FLOW .` '�N . •• R� ''� Lu
\1'WATER TAP&1" METER / / \ \ \\\ (BEDDED IN STONE)CONFORMING TO ALL STATE AND LOCAL STANDARDS. e. A
_ 5. FITTINGS 4 AND LARGER SHALL BE DUCTILE IRON (PUSH ON TYPE JOINT) CONFORMING TO ANSI AND AWWAQ . YW(IRRIGATION)COORDINATE / d•' \ \ ? \ STANDARD SPECIFICATIONS. : = mWITH PROVIDER. 1" RPZ WITH 9° f \ \ \ 6. PIPE AND FITTINGS 3"AND SMALLER ARE TO BE EITHER PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS OR SOFT VICINITY MAP (NTS) _
HEATED ENCLOSURE. I ?1�C WAT / �GQc10vi \` \ K-COPPER. GATE VALVES SHALL BE TELESCOPE TYPES. ALL VALVES MUST BE MUELLER, M&H OR KENNEDY AND co
P�' ` \ BE RATED 175 PSI WORKING PRESSURE AND 300 PSI HYDROSTATIC TEST PRESSURE. ALL VALVES WILL BE OPEN �� ; .Fi�GIN��F''. 'G�`� �
3/4"WATER TAP&3/4" METER \ \ 2 ELECT - / \ \ \ \ y LEFT AND BE CAST OR DUCTILE IRON BODIED. \`
\ I R/CAL i . \ o LEGEND TiNC.CN����
(DOMESTIC)COORDINATE \ l COND�/T- - \ \ \ G 7. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3 ABOVE THE TOP OF THE PIPE.
\ f .: \ \ \ \ 2 ��rrlllll\\ c/�
WITH PROVIDER. 3/4" RP_ \\ \••• _% J \ ,; ' ` \ \ \ \ \ Q 8. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS - - PROPERTY LINE z
WITH HEATED ENCLOSURE I \ \ �' �` \` \ \ \ \ \ \ TEN FEET (10'). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND 100 - EXISTING CONTOURS 07/02/2024 Q
II \ ' \ I I \ \\ \\\ \\\\ <� \ 9. THRUSTSEWER LINE IS BLOCKSIGHTEEN INCHES(18").SHALL BE PROVIDED AT ALL BENDS.
NN COE IRELAAN • ���
^\ \ LIGHTED �\ \ \ �� � '. .co ��
B.1320,PG.1680 PYLON SIGN ` ONO \ co 4 SEWER ` \ \ \\ \ \ �� 10. DIMENSIONS SHOWN ARE CENTERLINE OF PIPE OR FITTINGS. 100 PROPOSED CONTOURS
CEL#11311 D0000065A \ \ G.� � � . INV. 847.00 \ % \ \
\ ,0 \\ \ \ ` \ �, a•J ., \� \ \, 0 11. ALL SPRINKLER, DOMESTIC, AND SANITARY LEADS TO THE BUILDING SHALL END 5 FROM THE EDGE OF BUILDING _ - BUILDING SETBACK �.•`�REC, P
\y co, �\ \ ••\ 1.248 ACRES CURRENT TOTAL \ \\ ) AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND :• �.•.PD..;9: J
--------- .
DO .170 ACRES FROM FUTURE CONV E I ✓ EXTEND AS NECESSARY). LANDSCAPE BUFFER ;Goy �T�.• Q
CLEANOUT TYP. �! .418 ACRES TOTAL NEW AREA 12. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE. SEE SITE (�
\N \\ �\ AT ALL BENDS) WELCOME HART GROUP,LLC \ I �\ '� \ WORK SPECIFICATIONS. P EX. OVERHEAD ELECTRIC :NCBELS#C-3448: = U)
\ \ \\ \ SEE DET.7/C902 �' d" D.B.2249,PG.703(TRACT 5) ` \_ J/ \ 0 13. ALL GATE VALVES/BOXES SHALL BE TO TOWN/CITY STANDARDS. EX. NATURAL A - ~
OTS 56thru 62-PLAT BOOK 3,PAGE 44 ` \ o 14. ALL TRENCHING, PIPE LAYING,AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. GAS U GAS 2 Q' 0
�\ \\ e. TAX PAF;CEL#11311D0000056 I ` \ �_ 15. SEE SITE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS. •'•••••••'• ����
DOLLAR GENERAL �� 1 \I\I EX. WATER '.,'Q j�A?,Q Z
\\ z� \ \r \ \ �L o� 16. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS �,,00,����������� O
10,732 SF SYSTEM PRIOR TO COMPLETION. FO EX. FIBER OPTICS
• a ' FFE=850.00 \ \?� 17. INSTALLATION OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS.
RODRICK RECK \ " \\ \\\ \ �! I \ ` I \\ \� 18. SEE ELECTRICAL PLAN FOR SITE LIGHTING LAYOUT. SS EX. SANITARY SEWER
D.B.2424,PG.1762 19. SEE'M'SHEETS FOR CONTINUATION OF FACILITIES INTO AND OUT OF THE BUILDING.
TAX PARCEL#11311 D0000063 20. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL POWER PROVIDER FOR THE LOCATION OF THE
\ -
�\ TRANSFORMER AND ANY NECESSARY CONDUITS.
\I \ •\ I = I \ 21. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL TELECOMMUNICATION PROVIDER THE LOCATION
\ OF ANY PEDESTALS AND NECESSARY CONDUITS.
fA
SEE SHEET C401 FOR N
WATER LINE RELOCATION � \, \ � 4 SEWER LINE TO BE
\� \ \ \ ENCASED IN 12"OF
CONCRETE UNDER I I \\\\\\
RETAINING WALL
\ \ \ \\
\
c _ ---�_ J�\i \\\\ \ v c)
JHS PROPERTIES,LLC
\\ \\\ IN "RCP �� _ _ - - a..B-2631-PG.562 - I / j Z (�
\ _A44.46' r\ ` r TAX PARCEL#11�200000125 \ / Q
RODRICK RECK \\ I \ r----(--'- W W
D.B.2424,PG.1762 \ \ \ o\` --------- � \ 1 ( C yM.�
TAX PARCEL#11311 D0000063
\ N vui
844.0 GRAVEL DRIVE \� o
UTILITY9 \ ° EIIVD IN D�I� \
POLE \ `` ° \ I ; -v W
JHS PROPERTIES,LLC
D.B.2631,PG.562 \ \
TAX PARCEL#1131200000125
WELCOME HART GROUP,LLC \7z'. / JHS PROPERTIES,LLC
D.B.2249,PG.0703 \\ \ Z \\ \ D.B.2631,PG.562 \ \
TAX PARCEL#1131100000033A \ \ °\ \ TAX PARCEL#1131200000125
on \ 01 \\
\
\ \\ \ NEW4"SEWER UTILITY PLAN
\\\\ \\ \\ CLEANOUT INV. =838.00 •' \ \ \�
PREPARED FOR:
\ \ \ \ \ \ V
\� TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
�1XLT \\\\ `•• \ \\ 111 \
JHS PROPERTIES,LLC i DATE: REVISIONS:
D.B.2631,PG.562 I I
`y\TAX PARCEL#1131200000125 1 11 \
WELCOME HART GROUP,LLC
D.B.2249,PG.0703 V TEE.
TAX PARCEL#1131100000033A PED\
\ UTPOLE
�11 15"RCP
SHEET SIZE:
�N \=8 2.08' \
o \ \ \/ter- \ •• \ SEWER MANHOLE I�\ \ 24"x36"
RIM=8=829. PROJECT NUMBER:
\ \\ \ \\ NEW 8 SEWER \ �,• INV.IN=829.16' � \
\ \ \ TAP INV. =835.00 1 INV.IN=829.11' LATERAL) \\ 3161322023
\ \ \ (INSIDE DROP) \ = \
\ \\ \T \ \ NEW 4"SEWER \\\ DRAWN BY:
CLEANOUT INV. =835.10 \
J.EDWARDS
\\ \\ m IN .15"R \ J.CHURCH
8 1.63' � •.�0 i ss ss- \\ \ APPROVED BY:
2
�'
UT \. JHS PROPERTIES,LLC \ \
\ \ \ \ D.B.2631,PG.562 \\ LOCAL UTILITY COMPANIES SCALE:
\ \ r \ \ TAX PARCEL#1131200000125 \ UTILITY COMPANY NAME PHONE
8"SCH 40 PVC \\\ 1" = 30' (H)
SEWER LINE \\ I WATER DAVIDSON WATER [phone] (V)
BEFORE YOU DIG.
\ \ \ \ \ \ POWER ENERGY UNITED [phone] SHEET:
CALL 1 -800-632-4949 FIBER OPTICS ENERGY UNITED [phone]
\ INV.184Cf�f�r \ \ ' \\ N \a \ N.C. ONE-CALL CENTER NATURAL GAS DOMINON ENERGY [phone] 30 15 0 30 60
1.79' ! INV.15"RCP �\ \ TELEPHONE SURRY COMMUNICATIONS [phone] C400
WELCOME HART GROUP,LLC \ \\a =840.42' \\ 1 N \7z \ ITS THE LAW!
D.B.2249,PG.0703 �\ \ \ EpsMEN SANITARY SEWER DAVIDSON SEWER [phone]
©COPYRIGHT 2024 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"x 2"TAPPED PLUG // w
i
® T (TEMP.)TAP EX. LINE TO //
\ FILL&TEST; BLOW OFF /// PROTECT FROM
LINE BEFORE TIE-IN // CONTAMINATIONLU
VALVE BOX COVER B EC
y
PROPOSED w
// - - - - - - - - O VIRGINIARpgp vm
8"VALVE // _^
// \ GATE VALVE 10' MINIMUM -_-_____ _______- OLD U.S.HWY.52
\\ PROPOSED /// AND BOX _-_-_-_- 7.-_---_-_ ROOD/NG ORR�5TRR/N/NG MRY6ERPOU/RPD ^
° 45° BEND -------- -------- t�P1WE2N UALI�2fND/7l'DRMlrwnPNTnP '\'L
PROPOSED / y,. : _-______ __-____= GROUND DEd/ND nYDRAN/5 UNSTABLE �� O
8"SLEEVE \ / y =_______ 18' MINIMUM ` ,
TB 45' BEND 7. 7. 24' MAXIMUM HILL �� U
PROPOSED NEW FIRE HYDRANT - _--_--_- _--_-- 10000 DR. Q
'GV ° CONCRETE - - - - - - - -_ ENGINEERING PLANNING ENVIRONMENTAL �/�
45° BEND ® \ BLOCKING NCRETE BLOCKING -_-_-_-- - - - - TAMPED BACKFILL 2-I `�
T - _ HOMER STREET
CONNECT TO EX.8" ���' 7:_7:_7:_7:7._ ______7:_ o S9� 1520 MEADOWUIEW DRIVE
N -_-_-_-_ _-_-7._-_7.
- 0 P ��p WILKESBORO,NC28697 0
WATERLINE PROVIDE ✓ �e�ox5nau DNo _-_-____ ________ 0 9� °9a 336.844.4088 hftp://brec.biz I
THRUST COLLAR - - - - - - - - a o
TYPICAL 3 4 6 AND 8 in. �N�/NDcoNTncTwn _ _ _ _ P \\
> > wATPR 7NNOR A E ,+ o O s SITE 9�j /
BLOW OFF INSTALLATION w
PVC MAIN •r. PVC MAIN NORMALLY 3' 6' S `\�\`111 I / r ,
/ \ CONNECT TO EX. /'� - - - - •' •«...< <''. - - - - ''t'>< > CA/�O �� w
- - - - - - - - CLEAN ii>�:<:;:::: \
6 LF EXTENSION TO �'�� WATER SERVICE LINE ./� -_-_-_-_ _---_-_- STONE «4:: ?`. vr: 6' GATE VALVE WITH t� �'�
EX.WATER \ __________ _ _ _ _ _ __________ SCREW TYPE VALVE BOX O
•/ EXISTING OR 3' MIN. - _ - - - - - - - - - - _ - -
PROPOSED 5' MAX. METER BOX AND LID W
SERVICE LINE '0 o /
x PAVING ---------- ---- - --- - - --- - 6x6x6 HYDRANT TEE :A
WM
/ VICINITY NT -
\
C S
\ \ ./Z\ / DRAIN HOLES TO BE `
_- FREE OF CONCRETE ' V J
.. .. ..
O•O
dGOCKw/rnSUFP�NrARP/r THRUST BLOCK •• • LEGEND / ••� `\\
^TAMPED BACKFILL CONCRETE C�•i�24' MIN. O O •'��G�IVE�� ••V�\
/ ' \ UNDISTURBED SOILY C.C . \ \
/ O /LA5ARf'ROI/DD®YTn� . •..• I// /�
OPGOr�GRCT�AGA/NSTI/l/�L.E 4• ,/ �i�V•••• •��
I M/N/MUMOPG"OPCONGRETE / \
/ vN PNG/NfPRLYJ/PTi}/LUNOrRNPATn '.' '•'�,a:. ' •� wrLL�sePt. DunroeRrne®R5e //1!III 1 1 t (n
` TO HOUSE- MiDS/DP5/NSUL/OD/Rf
PROPERTY LINE z
T `( TYPE K COPPER N05TON20eellCKP/LL1NG 07/02/2024 Q
`N H7l '` 4' MIN. SERVICE LINE
ONT/fRU5T6LOCXPORAT
4' FROM THE EDGE OF MUST STAY-TOF THE➢RETICAL \ �PIPED.IAETER LeaSrzgnRS. - 100 - EXISTING CONTOURSUI UNLESS TEMPORARY SHORINGOWE
PROPOSED ASPHALT AT A IF E CLO THE➢RETIEAE RE IRED
LANE CLOSURE WILL HE REQUIRED J
(INCLUDE TRAFFIC CONTROL PLANS). 1 1OO PROPOSED CONTOURS
8 LF OF 2" PVC EXTENSION °\ MINIMUM DEPTH OF 3 FEET \ MAIN SAND OR LOCALLY
WITH SADDLE APPROVED BEDDING ,11//1.1/•••, 1
LINEOCONNECTRTO NEW 8 N �,,, ••••••. •,,� '; J
SERVICE G) f - BUILDING SETBACK w
DIP WITH 8 x6 TEE W/ TYPICAL TRENCH SECTION AND TYPICAL CAL IN LINE' WA TER T YPI CAL FIRE HYDRANT _________ LANDSCAPE BUFFER o' �q•. Q
�� FtE P •,
v ;•'APO
TAPPED PLUG \ N � \o EX. FIRE HYDRANT LINESE T TER INS TALLA TION VAL VE INS TALLA TION INS TALLA TION P EX. OVERHEAD ELECTRIC G = u
\ \ TO BE REMOVED = :NCBELS#C-3448.
2"GATE VALVE T
\ \�\ , 09-20-22 PAGE C 12/20/94 PAGE B 12/20/94 PAGE A GAS EX. NATURAL GAS 2=•••• P
O
O,Q /CARS
CONNECT TO EX. �l�l EX. WATER
�•111/•IN/1, 0
\\ \ WATER SERVICE LINE
THRUST COLLAR DETAIL FO EX. FIBER OPTICS 0
SS EX. SANITARY SEWER
\ UNDISTURBED SOIL
2-11-20
CONNECT TO EX. 3,000 P.S.I. •a. .:. .
. . 10 INSTALLATION SPECIFICATIONS
/ CONCRETETHRUST TRENCH WALL 1' �. :. -4
WATER SERVICE LINE COLLAR ,;- These Installation Specifications are intended to meet or exceed the North Carolina Rules Governing Public LOCAL UTILITY COMPANIES
ANCHOR �� WATER Q Water Systems,American Water Works Association/AWWA Standards,and North Carolina Department of
RING a' MAIN
vN \ \� '•' . Transportation Rules. (In case of conflict the requirements of the more stringent standard,DWI, AWWA, UTILITY COMPANY NAME PHONE
I
TAMPED le'I a GPWS and NCDOT rules,shall apply)
TRENCH WALL BACKFILL . WATER DAVIDSON WATER [phone]
' N \° �•' �' �/ / / /\ \\/�j\/\/\\/\ 1 J
1.Work to be performed shall consist of furnishing and installing complete and ready for service all water POWER ENERGY UNITED [phone]
i main and appurtenances in accordance with the contract plans and specifications.Prior to commencing
ENSURE ALL EXISTING -� v� �° / UNDISTURBED SOIL FIBER OPTICS ENERGY UNITED 336 249-3131
� \ / / REINFORCING work,the Contractor will provide 2 working days notice to Davidson Water Inc.,NCDOT,and all other ( )
TAPS AND FIRE HYDRANTS ` o �� PLAN NOTE: appropriate utility companies.
NATURAL GAS DOMINON ENERGY [phone]
ARE CONNECTED TO y \ / 6"TO 16"MAINS=12-NO.7 BARS
RELOCATED WATERLINE N BARS PLACED AS SHOWN 2. Trench excavation in rock shall be a minimum of 2 feet wider than the nominal pipe diameter. TELEPHONE SURRY COMMUNICATIONS 336 374-5021
gas 1 -� 3,00o P.S.I. Excavation shall be 6"below the proposed invert of the PVC pipe and backfilled(cushioned)with clean
1 CONCRETE THRUST SANITARY SEWER DAVIDSON SEWER [phone]
10 LF EXTENSION \ °\ ^�`�\ J COLLAR soil or sand.
TO EX.WATER �' � W U �
SERVICE EX. T LINE \ \ 3. Backfill along sides and immediately over pipe by hand.Backfill material around pipe shall be free of 7 c)
\ / MECHANICAL JOINT D.I.P. rocks and other debris.Trench backfill under existing or proposed paving and road shoulders shall be L_ M
TAPPED PLUG MAIN Z
10 LF EXTENSION s compacted to a density of 95 percent of maximum dry density. O
TO EX.WATER /" ANCHOR W W
RING 4. Encasement pipe shall be installed by dry boring and jacking.Casing diameter,length,and wall
SERVICE LINE
/. \N / 4-3/4"S.S.RODS thickness shall be as shown on plans.Materials and workmanship in the existing or proposed NCDOT O
/ BOLT TO BEND
/•/ SECTION right of way shall conform to NCDOT standards and specifications.The contractor making the bored TYPICAL WAT E R L I N E SECTION
LU
crossing shall notify NCDOT prior to the start of work with enough notice for NCDOT to provide U
// \ \• / / ; inspectors. J O
/ \ -• % SCHEDULE NTS w
PROPOSED 752 LF OF a
PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RINGS REQUIRED LU U
8 DIP WATERLINE 5.Water mains shall be laid at least 10 feet laterally from existing or proposed sanitary sewers.Water z
// \ A B c mains shall have a minimum of 18"vertical separation over sewer mains.Where this separation is not �/)
ABANDON 747 LF OF \ `'''. s",8",12" 1'-4" 1--0-- 2° ONE
/ ,(/ possible or the water main is laid under the sewer main,both the water and sewer pipe shall be ductile a•''q. PROPOSED EDGE OF ASPHALT
8"WATERLINE � � \ //'/ t..;. iron pipe.Center pipe spans at point of intersection in order to have 10 feet from water line joint to point
1-28-20 of intersection.
5A.DIP/PVC Installation:AWWA C600/605,GPWS Rule 0.0904 Storm Sewer Crossing Rule(In \
\ N .0 GENERAL MATERIAL SPECIFICATIONS case of conflict the requirements of the more stringent standard,DWI, AWWA,GPWS and \ LU
\\ v ALL MATERIALS MUST MEET OR EXCEED AWWA STANDARDS
All the parts/components that come in contact with water must meet NSF 61/NSF 372(new NCDOT rules,shall apply) -
�\ lead free requirements). Fj.\ LU -
// Q DOLLAR GEf 6.Minimum cover for water mains shall be 36 inches.Maximum cover shall be 48 inches.Minimum
10,732 SI trench width shall be pipe diameter plus 18 inches.(SEE TRENCH SECTION AND LINESETTER \ CO
9" FFE-850. 1. Pipe;SDR 17 Lengths 20'Max.2",3". Pipe must have NSF/PW seal stamped on it.ASTM:D2241 TYPICAL) \ Q
� \ �� 2. Pipe;SDR 21 Lengths 20'Max.2",3",4". Pipe must have NSF/PW seal stamped on it. \
/ 7.All pipe shall be thoroughly cleaned of all earth material and rubbish before being placed in the trench.
ASTM:D2241
j:., Bell holes will be dug at each joint.Pipe shall be placed on firm,smooth foundation to prevent -
3. Pipe;Ductile Iron P.C.350 6",8", 10", 12",16"
/ subsequent settlement. w
9 LF EXTENSION TO \\ AWWA C151 q z
EX.WATER °\� .'' 4. Valves; AWWA Standard specifications. Valves shall open left, non-rising stem. 200 PSI working 8 �
�-`�\ pressure iron body,resilient seat gate valve 2", 3",4", 6",8", Mueller, M &H,American Darling, 4 MIN. PROPOSED 8"
SERVICE LINE \\ \\ Kennedy. DIP WATER LINE
AWWA C509/515
\ 5. Fire Hydrants;AWWA Type Dry Top National Standard,Traffic type. 4 1/2"valve opening, 1 1/2"
\ \ ''• \ NEW FIRE HYDRANT pent.,two 2 1/2"openings,one 4 1/2"opening, bronze to bronze seat,yellow barrel, red bonnet 8. Concrete thrust blocking shall be constructed at all bends,tees,reducers,and dead ends and where
PER PROVIDER SIDS. caps, not less than 3' 6" bury, open left. Mueller, Super Centurion 200, M &H #129, American conditions warrant.All fittings and accessories to be wrapped withpolyethylene film rior toplacingWATERLINE RELOCATION
\ I Darling,MARK 73-1,Kennedy, K81A.AWWA C502 g Pp P
AWWA C502 blocking.(SEE BLOCKING TYPICALS)
CONTRACTOR SHALL COORDINATE WITH DAVIDSON WATER, INC. - - - - - - - - - - - 6. Fittings;Ductile Iron
Push on M.J. 9. Hydrants shall be set plumb as indicated on the drawings with the pumper connection 18 inches above
FOR THE TIE-INS TO THE EXISTING WATERLINE,TIE-OVERS OF THE \ PREPARED FOR:
° \ All fire hydrants shall branch off with hydrant tee and and most stub outs. grade.The back of the hydrant,opposite the pipe connection,shall be firmly blocked against the vertical
EXISTING SERVICES AND ABANDONMENT OF THE EXISTING LINE. \ AWWA C153 face of the trench with poured-in-place concrete to prevent the hydrant from blowing off the line.In fill
'� \ \ P p P Y g TERAMORE DEVELOPMENT LLC
5'FROM THE EDGE OF 7. All MIPX Bell Adapters 2"and 3"shall be Harco. areas or soils that are not solid hydrants shall be rodded or restrained b mega-lugusin Ductile Iron pipe Y Y g p p PO BOX 6460
DAVIDSON WATER INC.WILL PULL PROPOSED ASPHALT AT A not PVC.Clean crushed stone or gravel shall be placed around the base of each hydrant above the
8. All threaded pipe(nipples etc.)shall be brass 2"and 3".
BACTERIA SAMPLES AND TESTING. \ MINIMUM DEPTH OF 3 FEET �� supporting foundation and to within 12 inches of the ground line.Stone or gravel shall extend at least 10 THOMASVI LLE, GA 31758
N\o\ 9. Valve boxes 5 1/4"cast iron with WATER written on the lid,screw type. inches away from the hydrant barrel in all directions.Hydrants shall be opened and flushed prior to
0 0 \ pressure testing of the lines.SEE HYDRANT INSTALLATION TYPICAL)
10. Meter box plastic 12"deep Brooks#1419-12,Jones,Meter box lid,solid cast iron 15 lb. min.
/ \ '• ��// `•\ 11. Linesetter; Ford LSVBHH41-233W,Mueller B-2418E-2A with H-14222 and H-14227 end pieces. 10. Valve box assembly shall be set plumb,true and to grade.(SEE VALVE INSTALLATION
TYPICAL)
V `,•\ `\\ 12. Tubing;Type K Copper ASTM B-88. DATE: REVISIONS:
11. All water mains shall be pressure tested with a,test pressure at the high point of the main twice the
/// \ \ °�\ \�•• 13. Corporation stops,Ford F-1000,Mueller H-15008. working pressure or 200 PSI,whichever is greater.Test pressure shall be maintained for a minimum of 3
\\ \ hours.Make up water shall not exceed the following amounts in gallons per 1000 feet of main:2"line-
\ \ m \ 14. Service saddles;Muller H-134,Ford S70,CC Threads.
//// \` 2• °\ \ :` \ .50,3"line 0.74,4"line-1.11,6"line 1.65,8"line 2.22,12"line-3.3,16"line 3.96 and 24"line
m. 15. Tapping sleeves Stainless Steel,full rubber back,JCM,Romac-SST,Ford,Smith-Blair. 5.97.
PROPOSED \ \ PROPOSED 11A.DIP/PVC LEAKAGE AND TESTING:AWWA C600/C605/(DWI specifications exceed min.
8"SLEEVE ` °\ 45° BEND
pressure and min.test times above the AWWA standards)
\ PROPOSED TB\\ \ •\•\ DAVI DSON WATER INC. CONSTRUCTION NOTES: 12. All water mains shall be flushed and disinfected prior to being put in service.Flushing shall be
45° BEND \ \ 1. ALL PROPOSED PIPE SHALL BE 8" RESTRAINED JOINT DUCTILE IRON PIPE WITH
� accomplished with sufficient water velocity(Minimum of 2.5 fps)to thoroughly clean the main.The
\� PROPOSED \ MINIMUM 4" OF ALLOWABLE DEFLECTION AS PER THE PROJECT mains shall be disinfected usinga chlorine equal to or eater than 50 milligrams per liter 50 m.The
CONNECT TO EX.8" SPECIFICATIONS. 4 � � p ( pp ) SHEET SIZE:
' 8"VALVE chlorine solution shall remain in the mains for a minimum of 24 hours.Bacteriological test samples shall 24°X36"
WATERLINE PROVIDE ► 2. THE CONTRACTOR SHALL COORDINATE ISOLATION OF THE EXISTING WATER
THRUST COLLAR °\ \ � e taken by(Davidson Water Ine.,State Certified Lab)for evaluation and line disinfectant approval.
\ MAIN FOR TIE-INS WITH DAVIDSONDAVI DSON WATER, INC. After disinfection is complete,the new lines shall be flushed sufficiently so that the chlorine PROJECT NUMBER:
3. PRIOR TO MAKING TIE-INS, FACILITATE FILLING, FLUSHING, TESTING, 3161322023
8"X 2"TAPPED PLUG � \ •• \ concentration level in the new lines do not exceed existing line concentration.
(TEMP.)TAP EX. LINE TO \\ STERILIZATION, AND BLOWOFF TO PROPOSED WATER MAIN BY INSTALLING 12ADisinfection:AWWAC651 DRAWN BY:
FILL&TEST; BLOW OFF °\ \ 8"x2" TAPPING SADDLE AND VALVE ON THE SECTION OF EXISTING 8" MAIN. J.EDWARDS
LINE BEFORE TIE-IN �� \ HARD PIPE FROM TAPPING VALVE TO STUBBED OUT END OF PROPOSE 8" 13. Water lines shall be placed at least 3 feet minir um from the edge of the pavement but no greater than
WATER MAIN WITH 2" SOLVENT WELD SCH 40 PVC PIPE. PROVIDE RESTRAINED 5 feet from the edge of the pavement.(SEE TRENCH SECTION AND LINESETTER INSTALLATION APPROVED BY:
�\ \ ��\ �•\ 8" CAP TAPPED FOR 2" CONNECTION. PROVIDE TEMPORARY 2" BLOWOFF ON TYPICAL) J.CHURCH
OPPOSITE END OF PROPOSED MAIN WITH LIKE MATERIALS INCLUDING 2" SCALE:
\ ` ISOLATION VALVE. 14. Special care should be taken at cul-de-sacs to ensure water line is kept proper distance from the edge
\
\ \ \ •� 4. FLUSH PROPOSED 8" MAIN AT 2.5 FPS VELOCITY AND PRESSURE TEST of the pavement.(SEE CUL-DE-SAC TYPICAL) 1" - 30' (H)
PROPOSED 8" WATER MAIN AT MINIMUM 200 PSI FOR 3 HOURS AS PER 15. All tapping sleeves and valves shall be air tested at 150 P.S.I.for a minimum of 15 minutes. (N)
DAVIDSON WATER, INC. SPECIFICATIONS.
\ °\ 5. AFTER SATISFACTORY BACTERIOLOGICAL SAMPLING, MAKE TIE-INS BY 16. Davidson Water,Inc.has a State Certified Lab for testing Bacteriological samples. SHEET:
\ \\ •�\ REMOVING EXISTING 8" MAIN AND CONNECTION 8" 11.25° RJ BEND WITH
CONCRETE THRUST BLOCK PER HRS BEFORE MAKING CONNECTION. 30
CONCRETE SHALL BE POURED MIN. 24 30 15 0 30 60 C401
o \
©COPYRIGHT 2024 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.

$S�' GEtEs DV\N� pG'
pP pG. o Lu
GENERAL NOTES
9Q5°8\h�551p8\D�99�py1 N 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. y w
�Ps \ Dg.Q� VOA PROEV# `N \ 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALLSTATE AND LOCAL REGULATIONS. B EC
o 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. VIRGINI � LL1
5 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. AROAO m J
LANDSCAPING /'PLANTER/ � ` 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS OLDu.s.HWY.5z a_
\ \ \ ASSOCIATED WITH RELOCATION. �, 2i
N \° UTILITY /' CARPORT 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND 2��\ 0
POLE / _P _P -P WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH ( )
RELOCATION SHALL BE INCLUDED IN THE BASE BID. HILL DR.
CAF \ \ \ ENGINEERING I PLANNING I ENVIRONMENTAL
\ \ I \ \\\ \ 1/2"PIPE FOUND �F \ \ 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
\ \ \ I \\\ � N.C.GRID-NAD 83(2011) \ \ \ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION. HOMER STREET Q
CONCRETE GARAGE/ INV.8"CLAY \ o sq 1520 MEADOWUIEW DRIUE
\ N=783,732.71' \ a lF
E=1,628,118.35'
EXISTING STORAGE =838.01' \ o �i WILKESBORO,NC 28697
•C I DOLLAR GENERAL LANDSCAPE NOTES: � p ,p 0
HOUSE UTILITY X 0 9� Oq
\ N ` \\ •• i ------Y ` \ A. GRADING NOTES O P o 336.844.4088 http://brec.biz LLJ
POLE INV.8"CLAY \ z �O °q
840.18' \ \ \ t 1. CONTRACTOR TO GRADE ALL AREAS SHADED IN THE PLANS INCLUDING R.O.W. o s SITE a�� �_
INV.20"DIP= 2. TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND REDISTRIBUTED OVER c LLl
F '/ P 836.40' GRADED AREAS. PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES DURING �s ,�\` �CA ��i, ( )
\1\'REEK \ / _ \ \ \ 3. TILL SOIL TO A DEPTH OF 4 MINIMUM. F
\ \\ \° v / / r / \ CONSTRUCTION. .` '(N . ROB '� W
\ ESS '' / �i
4. REMOVE ALL ROCKS LARGER THAN 1"MEASURED IN LARGEST DIRECTION.
(r > \ \ \ 5. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING. VICINITY MAP (NTSI ) :A = m
N / \ LIGHT r I/gas e \ /INS/.20"DIP= \ 6. ALL GRADED AREAS TO RECEIVED SEED OR SOD, TOP SOIL, STRAW AND WATER UNTIL A HEALTHY STAND OF \ /
c \ POLE GPsy �� / \ \ N\ l 837.47' \ \ GRASS IS OBTAINED.
G s // /��'� / \ o 7. REFER TO GRADING SHEET FOR MAXIMUM SLOPES.
GINS G
o \ \ B. LAWN SEEDING&SODDING NOTES: T'' Q-
1 \ \ \ °\\ PS/GPS /✓/�' /e ��� / \N� `� \ \\ \\ 1. ALL LAWNS FROM FACE OF THE BUILDING AND ON THE SIDE WHERE THERE IS PARKING OR A STREET ARE LEGEND � �NCi ICN�\\��`
REQUIRED TO BE FULLY SODDED.ALL OTHER LANDSCAPE ARES TO RECEIVE SEED. PROPERTY LINE
2. AREAS TO RECEIVE SEED OR SOD SHALL BE CLEAN OF DEBRIS AND FREE OF WEEDS. z
15'TYPE B BUFFER W024' /4' \ \� \\ \\\ 3. SEED MIX TO BE DROUGHT TOLERANCE FESCUE OR REGIONAL SPECIFIC BLEND. 1 TO z of THE SEED - too - EXISTING CONTOURS 07/02/2024 J
/ 1 MIXTURE TO BE ANNUAL RYE TO AIDE IN LIMITING EROSION OF PERENNIAL SEEDING DURING GERMINATION.
r' ER- 10 2Qg� `' l \ 1 PIPE FOUND \ \ 100 PROPOSED CONTOURS
AZ 11 "w aA5 W ) W W W W W W W W V N.C.GRID-NAD 83 2011 4. STRAW SHALL BE THRESHED STRAW OF HAY, OATS, WHEAT, BARLEY OR RYE. SPREAD AT A RATE OF 2-1/2 i
\ GPS I W W W W W W W I \ N=783,668.15' \ \ TONS PER ACRE. STRAW, NETTING AND OTHER ANTI-EROSION MATERIALS TO BE REMOVED AFTER BUILDING SETBACK .•`� EC P ��''�
/����' I �= - I W W W W W +• \ E=1,628,399.66' \ \ • ' i
Q - "\\ I • �, �, y + W • W W • ESTABLISHED LAWN. �` ••••••q '; J
\ •• }'� 5. MAINTENANCE SHALL BE BEGIN IMMEDIATELY AFTER SEEDING. WATER REGULARLY TO KEEP LAWN AREAS --------- LANDSCAPE BUFFER O�PO�T'•. Z Q
�- ••� � •Y SOD •Y � •Y W W W W
t \ \ G \� __��' / \ � - �� \NE MOIST TO MAXIMIZE GERMINATION AND MAINTAIN OPTIMUM GROWTH AND SURVIVAL TO ACHIEVE AN
\\ \\ \ N / Q /) /'� ''� NEv� W W W W W W • W W W W W �` \ \ \ s ACCEPTABLE STAND OF ESTABLISHED LAWN PRIOR TO THE STORE POSSESSION DATE, FREE OR ERODED OR P EX. OVERHEAD ELECTRIC :NCBELS#C-3448. U)
I W W • W \ o \ \ BARE AREAS.
C. LANDSCAPE NOTES :�?i•••,•• Q' 0
1 •y / / � �. �. � �. �. W W \W W W W �. o \ GAS EX. NATURAL GAS
1. ALL SOILS USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS. •, �Q • �,� �• Z
\ \N y� I Q �, �, �, �, �, W W • W W W W \ ` \�o \ \ 2. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 3" DEPTH OF MULCH,WITH EDGING AS REQUIRED. W EX. WATER '•,��rH CARC���••
UTILITY W W W W W W O
1 POLE y y w y \ FO EX. FIBER OPTICS �#�����0
� a� 3. ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING WITH EDGING AS REQUIRED. 0
\ \ \N \ y y y y W W � W W W W W
\ I \ \ W W W W W \ \ 4. ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THE LANDSCAPE CONTRACTOR AT THE TIME OF THE
°? W W W \ W W W W W W W W \\ RETAINING WALL DESIGNED PLANTINGS. SS EX. SANITARY SEWER
BY OTHERS. SAFETY FENCE \ 5. PRIOR TO FINAL ACCEPTANCE OF STORE BY DOLLAR GENERAL. THE SITE SHALL BE CLEAN OF ALL DEBRIS
W W W W W W W ALONG EXTENTS OF WALL \ AND TRASH,AND MEET ALL REQUIREMENTS OUTLINED IN SECTIONS A-C ABOVE.
\ \ 10'x RI SIG \ / �°, W W W W W W W W W SEE DET.3/C901 6. MAXIMUM SLOPE CUTS SHALL NOT EXCEED 4:1. ALL DISTURBED GRADES GREATER THAN 8:1 SHALL BE
\ \ TRIANGLE i �. • W W W W W STABILIZED BY SODDING. SODDING PINS ARE TO BE USED ON ALL 4:1 GRADES.
\ \\ \ a \ \\ SOD ` / / / ° i' W " " W " W " W •l ` \ 7. VEGETATION AT ENTRY SHOULD BE LOW TO ENSURE VISIBILITY OF STORE.
\N N \ �, �, / W /W W W W W \ 8. IF TREES ARE REQUIRED IN FRONT OF BUILDING, SELECT SMALL LEAFED, NON DENSE SPECIES THAT WILL
\ ,� �• W W W W \ NOT INTERFERE WITH THE VISIBILITY OF STORE. THE SPACING SHALL CREATE VISUAL CORRIDORS TO STORE
•Y •Y / �� •' � \x W W W W
.Y
\\ \ y p� \ \\ \ - .W_�� �' ° . ° ° / • W W W W W \ AND PYLON OR MONUMENT SIGN.
W W W W W W W W W W ` \\ D. IRRIGATION NOTES
1 \ �� \ \• ;�' �, \ �/_ ° ° /• \ \ \ 1. ALL LANDSCAPE AREAS AND LAWNS ADJACENT TO PAVED AREAS AND/OR STREET ARE TO BE FULLY
\\ N \\ \\ IN ED) IRRIGATED.
\ \ \ N.C.GRIDIlNAD 8 0'1) /.. a " • W BERMUDA SOD \ \ \ \ \ 2. IRRIGATION SYSTEM TO INCLUDE ALL SPRAY HEADS, VALVES AND CONTROLLERS. A SEPARATE METER AND
\ y \ \ 90.44' ` W W W W W W \ \ \ \ \ BACKFLOW PREVENTER WILL BE REQUIRED.
N 1 - 65.64' PARKING LOT W W \ \ \ \ 3. A SEPARATE METER AND BACKFLOW PREVENTER WILL BE REQUIRED.
I\ \ 1 \ I WO- 1 W W \W W/ W W W W \ \ 4. LOCATE HEADS A MINIMUM OF 2'-0" FROM EDGE OF PAVEMENT/CURB.
N
\ \ 5. LOCATE RAINBIRD CONTROL PANEL IN RECEIVING AREA NEXT TO ELECTRICAL PANELS.
\ \
W W W J
JOANN COE IRELAND I \ \ \ \ ••\\ \ I ` :•��°.� +• .. .. �o \ \ \ � U p
ALL GRADED AREAS NOT COVERED BY SOD
D.B.1320,PG.1680 \j ' \ \\ \\` �✓ I �' MUST BE PROTECTED WITH PERMANENT W W W W W W W W W ` \ \ \ \ \
AX PARCEL#11311 D0000065A SEED AND CURLEX I OR II MATTING. ` W W W W W W W W \ 1 \\\ O
\
yN
\ \\ \\\ \\ \\ •\\ \ I I .°a °. a I W W W W ..:.,W •• W W
\ `�) \ • \ \ AZ- 1 I I W W W .• ` W W U
W
C/��\)
1 \ \ \ CP
1 I \ \ •'\ `�' �� DOLLAR GENERAL
��� y\ ••\ / �� �' s . 10,732SF
FFE=850.00
10'x70'SIGHT , \ � / �.
L \\ ` = ' / /. \ 1.248 ACRES CURRENT TOTAL W W •,.:. W W I \
\ \ TRIANGLE \\ ` I ADDING 0.170 ACRES FROM FUTURE CONVEYA \ '� \ \ \\
RODRICKRECK � I �: � � � � � � \ LANDSCAPE PLANTING LEGEND
D.B.2424,PG.1762 1.418 ACRES TOTAL NEW AREA W W W W I \
TAX PARCEL#11311 D0000063 I \\ \ \ \\ ` I i \` �.:: .:: II \
WELCOME HART GROUP,LLC W W W W
° a D.B.2249,PG.703(TRACT 5) W W W / \ \
LOTS 56thru 62-PLAT BOOK 3,PAGE 44 W W W W W W W W I / \\ \ \ BERMUDA SOD(6,800 SQ.FT.)
TAX PARCEL#11311 D0000056 W W W �/ - - 843- - \\ \
\ 8'STREET BUFFER=212'
' I �` W W Y W W \ W •W W' W
ER-3
\• W W� W W W ' \ W W W W
AZ- 9 \\ \ °\ �, I W ` W� ` W ` W ` / \\ \ \ W W W FESCUE SOD(5,000 SQ.FT.)
I
I I \\ \ W W W W
\ °'� \ I\ \ \ FESCUE SEED(28,100 SQ.FT.)
�\ y\ \\�\ ` ` PARKING LOT ` I I\ \\ \
\ \ y \\ SEED \ '. I WO- 1 �' W W \ I \ \\ \ LANDSCAPE PLAN
ALL DISTURBANCE IN 1 \ N \\\ \•• i \ aAS ` I \\\\ MULCH
THE R/W TO BE SEEDED \ \ \ ` \ SE REBAR \\ \ PREPARED FOR:
SET TERAMORE DEVELOPMENT, LLC
UND
W W 11N. .GRID \\ \ \ PO BOX 6460
783,e w\ w w w w w w S °k5'56"W \\ \\\
\ \N �\ \ 'k I SOD p 'k 'k 'k SEED I 14.E I \ \ \\ \ THOMASVILLE, GA 31758
\ \ \\ SOD / � \ I \\\\\\\\
\ \ \" \ W •Y •Y •Y •Y W\� W W W W W W W - - - - - - -\ I \ \ \\ \ \\
\ \ ILI _ - - - S89°03'01"W-22252_31_ - - - - -842- - - - - - - - - - I `�S18'51'14"E\
U \ R OLE � \ - - - - - - - � - - - - - - - - - - - - - - - - - - \\ I 29.24'n \
DATE: REVISIONS:
\ 845_ J - -_- - - RETAINING WALL DESIGNED - 1/2"REBAR
- - - - - - - - - BYOTHERS. SAFETYFENCE _ - - GST
\ \ 1 �� .• ALONG EXTENTS OF WALL JHS PROPERTIES,LLC
\ 1 - SEE DET.3/C901 D.B.2631,PG.562
\ INV.15'lP - T
l - - - - - - „-X�=AROEL i�i 131200000T25\
o =844 46' I /
RODRICK RECK N / 1 �'-"REBAR
D.B.2424,PG.1762 \\ ` ------- --�•-----f-------------- / BOUND 1
TAX PARCEL#11311 D0000063
°�\ \ \ \ I �• \ s_`\ \ 1
f°
INV.'i5"RCP ` / G / \�\ yo SHEET SIZE:
\ ` =844.08' RAVEL DRIVE
/ "
N� \�� END IN DRIVE \ ,/ \\\\`
24 x36
UTILITY \ \ \ / \� p PROJECT NUMBER.
POLE \ \ • o I \ �� 3161322023
DRAWN BY:
LANDSCAPE PLANTING LEGEND J.EDWARDS
APPROVED BY:
J.CHURCH
SYMBOL LABEL QTY. SCIENTIFIC NAME COMMON NAME SIZE AT PLANTING CATEGORY
I I °l'o \\\ / •• \ `� SCALE:
EVERGREEN
N \\�\�\ �/ \ -\ / \\\ \\ G) AZ 24 Azalea sp. AZALEA VARIETY 18" HEIGHT SHRUB N)
i WELCOME HART GROUP,LLC \\ \ \ �° \\ \ JHS PROPERTIES,LLC
\ °\ \ D.B.2631,PG.562
D.B.2249,PG.0703 \ \ \ \ \\ •`. T PARCEL#1131200000125 \� Y� SHEET:
TAX PARCEL#1131100000033A \\ \ yl� \ °\\\a ER 13 Cercis canadensis EASTERN REDBUD 4 HEIGHT- 1 CALIPER UNDERSTORY
S E CONTROL �� G100
t 20 10 0 20 40
\ \ \ I\ X GP 1/OPUS z"YELLOW CAPPED REBAR r `
o WO 4 Quercus phellos WILLOW OAK 8'HEIGHT-2"CALIPER CANOPY
N C RID-NAD 83(2011)
\ \ I \\ `.N=7 3316.68' m `
©COPYRIGHT 2024 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.

w
1 2 3
B EC w
HEAVY-DUTY ASPHALT PAVING STANDARD ASPHALT PAVING NCDOT ASPHALT PAVING
C900 C900 C900 2i
O
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
WILKESBORO,NC 28697 0
8"ABC COMPACTED STONE BASE 336.844.4088 http://brec.biz LLJ
8"ABC COMPACTED STONE BASE (COMPACTED TO 100%MODIFIED PROCTOR)(COMPACTED TO 100%MODIFIED PROCTOR) 3"OF S9.5C(2 LIFTS) LU
COMPACTED SUB-GRADE(PER SPECS.) COMPACTED SUB-GRADE 4"OF I'19.0C I I+ W
5 OF B25.00 , ,\N CAF? ,,%� U
COMPACTED SUB-GRADE LL1
Lu
:A
Od A
____________________________________— 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=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 ;" •••��cINE��'••��,' �
III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III -1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1 '% Ti
C.cN
=1 11=1 11=1 11=1 11=1 11=1 i I—I i 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= ,,, " I W
-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-1 11=1 11=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 z
07/02/2024 Q
J
GENERAL NOTES: �.•%%%%
P L1
'
trE: '�. J
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT :• p0 J
GENERAL NOTES: ;GOB F:• Z Q
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT = ?
_ :NCBELS#C-3448i _
2'•• Q- ; O
; 0 ........
.....•0\; ,� z
�'•. CARS .•` O
0
4 5 6 HANDICAPPED PARKING SIGN- VAN ACCESSIBLE PARKING SIGN HANDICAP RAMPC900C900 C900
THIS SIGN TYPICAL AT ALL COLORED TOOLED/SERRATED SLIP 1:10 MAX.SLOPE
"VAN ACCESSIBLE" PARKING SPACES RESISTANT SURFACING AND/OR TACTILE PAINTED YELLOW
WARNING DEVICE AS REQUIRED BY
AMERICANS WITH DISABILITIES ACT SEE PLAN BOLLARD WITH ACCESSIBLE
ACCESSIBILITY GUIDELINES AND CODE PARKING SIGN,AS REQUIRED.
STANDARD ALUM. HANDICAPPED PARKING STANDARD ALUM. HANDICAPPED PARKING REQUIREMENTS
SIGN R7-8 BOLT TO STEEL TUBE WITH 3/8" SIGN R7-8 BOLT TO STEEL TUBE WITH 3/8" V A N
CADIUM PLATED NUTS, BOLTS, &WASHERS. CADIUM PLATED NUTS, BOLTS, &WASHERS. ACCESSIBLE STRIPING
TOP COAT SHERWIN WILLIAMS-
STANDARD ALUM. MAXIMUM PENALTY STANDARD ALUM. MAXIMUM PENALTY a PROMAR TRAFFIC MARKING
e
� PAINT"H.C."BLUE W U Q
SIGN R7-8D BOLT TO STEEL TUBE WITH 3/8"WASHERS. __ RESERVED SIGN R7-8D BOLT TO STEEL TUBE WITH 3/8"WASHERS. __ RESERVED Z z c�
CADIUM PLATED NUTS, BOLTS,I FREQUIRED) PARKING CADIUM PLATED NUTS, BOLTS,
FREQUIRED) PARKING 0� MAX 2%SLOPE �, O
i1? STANDARD ACCESSIBLE
PARKING SYMBOL PAINTED ju
2"x2"x188'STL.TUBE EXTEND INTO CONC. ao 2"x2"x188'STL.TUBE EXTEND INTO CONC. ACCESSIBLE/ D ON PAVEMENT.PAINT C
FILLED PIPE 2'. PROVIDE WELDED WATER FILLED PIPE 2'. PROVIDE WELDED WATER SHOPPING CART COLOR TO BE PER THE G
z z RAMP TO BE RAMP AUTHORITY HAVING O
TIGHT CAP PAINT P&L#6118"BLACK COFFEE" I I TIGHT CAP PAINT P&L#6118"BLACK COFFEE" I I _ CENTERED /SIDEWALK SLOPE o JURISDICTION. ui
ti I I ti - ABOUT THE 1:12 MAX
FRONT DOOR. \ 2 J 1..�
PAINT PIPE BASE OSHA YELLOW jj PAINT PIPE BASE OSHA YELLOW II �'�
4"STRIPES @ 24"O.C.DEGREES.AT 45
a COLOR TO BEPER THE
NT W
HE 'A 6 STD.STL. PIPE FILLED WITH CONCRETE u u (J,
6 DIA. STL. PIPE FILLED WITH CONCRETE I I
MAXIMUM I .I = MAXIMUM 4 MIN. 6 4
AUTHORITY HAVING
- I I III= PENALTY - I I III= PENALTY I� JURISDICTION.
PAVEMENT A � o� PAVEMENT I. :f � o�
1.5' �— ' J° f• I=I I �, 250 1.5'CONC. BASE �— ' �A *1 I=I I �, 250
-IIII III- III I III STANDARD ACCESSIBLE
1 I 1 I_ PARKING SYMBOL PAINTED
#6 BARS 14"LONG THRU PIPE EACH WAY I—I I, I II I II 12 #6 BARS 14"LONG THRU PIPE EACH WAY I II 12 6'MIN. COLOR TO BE PER THE
ON PAVEMENT.PAINT
,— • �� ,— • �� AUTHORITY HAVING
JURISDICTION.
ONE SIGN PER HANDICAP 1:10 MAX.SLOPE BOLLARD WITH BOLLARD 4"PARKING SPACE
PARKING SPACE/ WHERE 2 PAINTED YELLOW ACCESSIBLE PLASTIC COVER STRIPE. PAINT COLOR
SPACES FACE EACH OTHER, ONE PARKING SIGN, BY OTHERS TO BE PER THE
NOTE: AS REQUIRED. AUTHORITY HAVING
POST SHALL BE USED WITH ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALL JURISDICTION.
SIGNAGE ON EACH SIDE. CODES AND ADAAG REGULATIONS.
DETAILS
7 8 CURB AND GUTTER 9
HANDICAP RAMP BOLLARD PREPARED FOR:
C900 C900 PRIVATE USE NOT FOR USE WITHIN R/W C900 TERAMORE DEVELOPMENT, LLC
PO BOX 6460
6"
ROUND CONC.TOP OF THOMASVILLE, GA 31758
PIPE SMOOTH
6" 18"
ASPHALT PAVING
STANDARD PARKING SEE DETAIL
DATE: REVISIONS:
SPACE STRIPING
BOLLARD,
PAINTED YELLOW, SLOPE CONCRETE
WITH ACCESSIBLE 1:10 MAX AWAY FROM BUILDING
PARKING SIGN SLOPE 1/8"PER FOOT 1 RAID. 60 GA. STEEL BOLLARD
6" -
FILLED SOLID WITH 3000
� \� ' . 'a ti : ' .• d e PSI CONCRETE
yy COVERED BY YELLOW PLASTIC
BOLLARD
PA 1 —I I I a •. �•' �•
F2 INTED � d
T YELLOW - I ,I O O (PROVIDED BY OTHERS)
ASPHALT SHALL BE
1 10 MAXABOVE GUTTER EDGE
FINISH GRADE/PAVING SHEET SIZE:
_ a -I
24"x36"
ACCESS AISLE
COMPACTED ABC x x x x� PROJECT NUMBER:
3161322023
P�iniTEov 3000 PSI CONC.YELLOW, CURB AND GUTTER •� •
a WITH ACCESSIBLE DRAWN BY:
9L PARKING SIGN o� _ � J.EDWARDS
APPROVED BY:
•••"� t: • • CONCRETE FOOTING
J.CHURCH
"• ' 3000 PSI MIN.
,. SCALE:
NTS (H)
N)
2'
SHEET:
C900
©COPYRIGHT 2024 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.

w
B EC w
1 2 DUMPSTER PAD SECTION 3
SIDEWALK/CURB SECTION RETAINING WALL SAFETY FENCE
C901 C901 C901
O
OWNER TO SELECT 2"'X 2 POST&FLAT CAP � U
'
ALL SIDEWALKS TO HAVE MATERIAL&FINISH 8'MAX.
SEALED ISOLATION JOINTS ENGINEERING I PLANNING I ENVIRONMENTAL
3000 PSI FIBER 4000 PSI CONCRETE WITH 1 1"X 1 1"RAILS 38 Q
REINFORCED CONCRETE W2.9 X W2.9 W.W.F. OR 7 7 $ 2" 1520 MEADOWVIEW DRIVE
SIDEWALKS TO HAVE #3'S AT 18" WILKESBORO,NC 28697 0
BROOM FINISH ASPHALT PAVING 336.844.4088 http://brec.biz W
SEE DETAIL >
ASPHALT PAVING \`,``�lil+rr,/' W
2%SLOPE SEE DETAIL
CARS '' W
FEss
a . --- D o
Lu
° x 0 :A - m
GIN
CN
C.CN�e.���\
8
07/02/2024 Q
—I I—IIII 6° �
6 COMPACTED SUB GRADE — — 2" �••••�•••�I,, '
_ I I I I1 I I1 11 I1 I I1 I I1 I I=_ _ 1 I I1 I I1 I I1 I I=_ •``�yR�c.Pq''•.,,� J
—N I I III=1 I I �' NICBELSK-3448; u)
III1 I I � '
— 1"X 1" PICKET = t
III—III-
8" 0
4 5 6 DUMPSTER SCREENING CURB INLET. CONCRETE FLUME
C901 C901C901
2 4 4x4 IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING
PACING BETWEEN TENANT PARCEL AND ADJACENT PARCEL,THEN PAVEMENT
LESSOR SHALL CONSTRUCT PRIVACY FENCE IN ACCORDANCE 1"RADIUS UNLESS
WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY OTHERWISE SPECIFIED
1X6 APPLICABLE GOVERNMENTAL REQUIREMENTS. W W W
FRONT 2x4 INLET FRAME&GRATE
TOP VIEW USF 5181-6420 FOR SAG INLETS&USF
GATES SHALL BE CONSTRUCTED OUT OF STEEL 5130-6431 FOR ON GRADE INLETS a a
FRAME TUBING WITH PIVOT HINGES MOUNTED ON \\ \\ \\ UNLESS SPECIFIED OTHERWISE ` W W ° W U
6"STEEL PIPE BOLLARDS.PROPER LATCHING 3 MAX. POST SPACING � � '� ' ° °aa ,' �
LOCK HARDWARE SHALL BE PROVIDED IN ORDER 0.13 MAX
TO RESTRAIN AND/OR LOCK ENCLOSURE GATES SPACING STEP REQ'D FOR '� ° ° a a
— — — — — — — — — — — \\�����j BOXES>4'DEEPL CONC. GROUT a.. A O
°
f 7 ' . 6" �, AT 10"O.C.
SHADOWBOX FENCING, / I \ 4x4 CONCRETE BRICK OR \���\���
ATTACHED WITH GALC. \ / \ / PRE-CAST BOX A O W
CARRIAGE BOLTS,(SOLID \ / I \ / 1X6 \ \ GROUT INTERIOR I o 0 1 N
COLOR STAIN) WALLS __ 1..�—
O O
u I V 2x4 4x4 I O O I w O
0 0
/ \ I / \ I• o o I CURB&GUTTER
/ /
2"-3" DIRT \ /^ 1" 2" #4 BAR AT 8"0.C.E.W. 0 0 6 18
0 0 " ", 6"
BACKFILL - - - - - - liri- - - - - - SPACE :'d. .:':: ,3•?• ��
0 0
J q..
SIDE VIEW IE7 —I�I—I I.�'::'
Mir= `�I I 1=1 I I I I"
I I I I I PROVIDE SOLID 4 I I I I• III I I— NOTE:
' _ SUPPORT WHEEL 1. WOOD TO BE TREATED PINE.USE GALVANIZED NAILS FOR
I _ — COMPACTED EARTH _
° — AND GALV.BRACKET FASTENING. GROUT
• •• � FRONT VIEW 2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE 6"#57 STONE COMPACTED CONC.
II — BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
LL
SECTION 'A'
II I II III—
II
0.31
12'_°" DETAILS
7 8 DEPRESSED CURB
N-12 HDPE STORM TRENCH INSTALLATION PREPARED FOR:
C901 RECOMMENDED MINIMUM TRENCH WIDTHS C901 /TERAMORE DEVELOPMENT, LLC
GATE POSTS
PAINTED BLACO BE FINAL PIPE DIAM. MIN.TRENCH WIDTH PO BOX 6460
= BACKFILL = 4" 21° THOMASVILLE, GA 31758
W 0, � w Lu 6" 23"
> w �>
p ¢ O w 8" 26"
� zm
4"DIA.SCHED.40 PIPE W/SLOPED J 10" 28"
MTL.CAP ON TOP MAXIMUM 6-0" LL
O.C.SET PIPE IN CONCRETE - 12" 30"
FOOTING MIN.V-0"DIA.TO FROST - -
DEPTH 15" 34" DATE: REVISIONS:
(FILL PIPE W/CONC.TO 4'-0"ABOVE INITIAL 18" 39"
6"BOLLARDS FIN.CONC.IN HIGH WIND LOAD SPRINGLINE BACKFILL
LOCATIONS.) 24" 48"
PROVIDE WHEAND GALV.BRACKET GATE
POSTS
BLA BE CK BEDDING NOTES: 6"FOR 30"-60"PIPE HAUNCH
NG 36" 64" gL�P��Gv�� _ TYP. CONC. CURB AND
1. FOOTINGS SHALL EXTEND 3'-6"MINIMUM 42" 72" �1 P � GUTTER
BELOW FINISH GRADE.
2. SEE CIVIL DRAWINGS FOR DUMPSTER MIN.TRENCH WIDTH SUITABLE 48" 80"
ENCLOSURE LOCATION. NOTES: (SEE TABLE) FOUNDATION
3. 8"THICK CONCRETE SLAB OVER 6" 54" 88"
THICK CRUSHED AGGREGATE.12"X12" 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE
FOR 60" 96"
THICKENED EDGE FOR APPROACH SLAB. UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
6"BOLLARDS #4 REBAR @ 2'-0"O.C.EACH WAY. SHEET SIZE:
4. BOLLARDS IN TRASH ENCLOSURE TO BE APPLICATIONS",LATEST ADDITION MINIMUM RECOMMENDED COVER BASED ON
VECHICLE LOADING CONDITIONS 24 x36
PAINTED SAFETY YELLOW. 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, SURFACE LIVE LOADING CONDITION
Lu WHEN REQUIRED. HEAVY CONSTRUCTION PROJECT NUMBER:
WOOD GATE PIPE DIAM. H-25 (75T AXLE LOAD)* 3161322023
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A
8"x 8"THICKENED DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE 12"-48" 12" 48" DRAWN BY:
EDGE 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. J•EDWARDS
GATE POSTS TO BE VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE APPROVED BY:
PAINTED BLACK EQ. EQ. DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE MINIMUM RECOMMENDED COVER BASED EDGE OF ASPHALT PAVING J.CHURCH
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm), 6" (150mm) ON RAILWAY LOADING CONDITIONS
8"CONC.SLAB REINF. FOR 30"-60"(750mm-900mm). PIPE DIAM. COOPER SCALE:
W/W.W.F.6"x6"-W2.9
E-80**
TRASH ENCLOSURE PLAN x W2.9 ON 6" 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT
AGGREGATE BASE LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR UP TO 24" 24" NTS (H)
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, 30"-36" 36" 00
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 PIPE TO BOTTOM
IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO OF RAILWAY TIE. SHEET:
PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12"UP TO 48"DIAMETER PIPE REQUIREMENTS,ARE ONLY APPLICABLE
COVER CO RE
AND 24"OF COVER FOR 54"-60"DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE E-80 E-80 CO F RE PIPE.
PAVEMENT OR TO TOP OF RIGID PAVEMENT. TO C901
©COPYRIGHT 2024 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.

w
B EC w
TEMPORARY GRAVEL CONSTRUCTION 2 SILT FENCE 3 SILT FENCE STONE OUTLETS
C902 C902 STEEL POST C902
ENTRANCE WIRE FENCING 4' MIN. 0
GENERAL NOTES: 8'MAX FILTER FABRIC SILT FENCE �p O
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE WIRE FENCING #57 STONE �� U
ONTO A PUBLIC STREET. ENGINEERING PLANNING ENVIRONMENTAL
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. E G P G
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. WOVEN FILTER FABRIC 30"MIN
w �OQ�' TOP OF SILT FENCE Q
THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP N m `� 1520 MEADOWVIEW DRIVE
MUST BE AT LEAST 1
SEDIMENT. FLOW ABOVE THE TOP OF WILKESBORO,NC 28697 0
4. ANY SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. - - - - - u �- 336.844.4088 http://brec.biz LLJ
I II II-III-II II- -III I THE#57 STONE
5. WHEN APPROPRIATE,WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE IN AN - - - _ _ - - - - - _ "'- 8" MIN
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. NI III-III I III I II-�I-II-�II I III-II I II-III I II-�I-II-�II II I II W
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE.
7. PLEASE REFER TO NCESCPDM SECTION#6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS. iI III-II-I�-II II-II - -ill-III 1 III-II-I�-II II-III- -11�-I-II FRONT VIEW �� '(N.C'°�RO �'''• w
MAINTENANCE NOTES: 7- =� - - ii BURY WIRE FENCE, FESS
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 4" MIN u FILTER FABRIC,AND HARDWARE 0
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE GENERAL NOTES: CLOTH IN TRENCH Q� 9 = Lu
MATERIALS SPILLED,WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. =A = m
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 950/c BY WEIGHT OF POLYOLEFINS OR 9. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
50'MIN POLYESTER,WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. STEEL FENCE POST C0
6" MIN PUBLIC STREET THE REQUIREMENTS IN ASTM D 6461,WHICH IS SHOWN IN PART IN TABLE 6.62b. 10. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH STEEL FENCE POST SET MAX 2'APART '' NGINE� '2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
EXISTING GROUND TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. WIRE FENCING MIN. 18" INTO SOLID '% T//�C.CN�Q'��`
TEMPERATURE RANGE OF 0 TO 120•F. 11. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE HARDWARE CLOTH 1 I GROUND
op SOIL STABILIZATION FABRIC 3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. GENERAL NOTES: z
UNDER 2-3"COARSE AGGREGATE MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO 12. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
FACILITATE FASTENING THE FABRIC. 13. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. 2. REPLACE#157 STONE AS NEEDED TO ENSURE DEWATERING. 07/02/2024 Q
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. CLASS 1 OR 2 RIPRAP #57 STONE 3. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE J
MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. 14. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. ' A MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING.
50'MIN 5. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH '
SYNTHETIC FILTER FABRICS. MAINTENANCE NOTES: ^ � MAINTENANCE NOTES: , iii��
N' 1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH • FZ C" P LLI
w 6. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE ` .`� •••••.,q
1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
Lu THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO oF�PoRq�•. ��
CAUSE FAILURE OF THE STRUCTURE.) REQUIRED REPAIRS IMMEDIATELY. 16"MIN. I 3"FILTER FABRIC 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, • G �.•• Q
z 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME II ON GROUND DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. = = U
c� 7. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE INEFFECTIVE,REPLACE IT PROMPTLY. (/�
1w m BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER BURY WIRE FENCE AND HARWARE CLOTH II BURY 6"OF UPPER EDGE OF 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE = •NCBELS#C-3448.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON •
CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. II Z
--jam
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID FILTER FABRIC IN TRENCH
8. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE u THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
UNDERMINING THE FENCE DURING CLEANOUT. '.�0.••••. Q':�
UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA SECTION VIEW CLEANOUT. .� Q .•••..••� ,�. z
TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS �•� rH cARo� ,.•
FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE PROPERLY STABILIZED. AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE ����������� , O
STRENGTH. CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. Q
4 ROCK PIPE INLET PROTECTION 5 ABOVE GROUND CONCRETE WASHOUT. 6 HARDWARE CLOTH AND GRAVEL INLET
C902 G ENERAL NOTES C902 C902 PROTECTION
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET. THE STONE
ro SHOULD BE BUILT UP HIGH ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM SILT FENCE 4'MAX
CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET,WITH A MINIMUM BOTTOM WIDTH OF 11 FEET.THE 10'
MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE 3' 19-GUAGE HARDWARE CLOTH
RIPRAP EMBANKMENT OR DIVERSION. A SANDBAGS(TYP.)
HEADWALL 3. A 1 FOOT THICK LAYER OF NCDOT#5 OR#57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF. OR STAPLES (�MESH OPENINGS)
NATURAL GROUND THE RIPRAP
\ 10 MIL PLASTIC -
\\ 4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE STEEL T-POST
HORSESHOE 18INCHES BELOW NATURAL GRADE. O O O O LINING(ALL SIDES)
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND 01:1 SIDE SLOPE 1'FREEBOARD
ESTABLISH FINAL GRADING ELEVATIONS,COMPACT AREA PROPERLY,AND STABILIZE WITH GROUND (TYP.) U O
COVER. Z 7
PIPE INVERT,36" L �y1
CLASS B RIPRAP MAINTENANCE NOTES
LOW
PIPE MAX 1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR 2" ' ' ; O
FLOW , GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE 0 0 z NCDOT#5 OR#57 2' . .
SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACUMULATED o WASHED STONE
TO ONE-HALF THE DESIGN DEPTH OF TH TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE 6"
DESIGNATED DISPOSAL AREAAND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. XoK O
2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE ao 0 07R�Q
2 f W
07 05 0 0 0 0 0 0 1 `
MUST BE REPLACED. 16" V
3. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED REMOVE THE X J O
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
FILTER BERM NC LU
ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
WASHED STONE NATURAL GROUND SANDBAGSTYP.O O O O ( ) SECTION A-A FILTERED 2'
RIPRAP HEADWALL, V MIN OR STAPLES WATER
HEIGHT FROM ROAD SHOULDER A HIGH COHESIVE&
LOW FILTRATION GENERAL NOTES:
1' 3' PLAN
SOIL BERM 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
NC DOT#5 OR#57 2. DRIVE 5-FOOT STEEL POSTS 2 INTO THE GROUND SURROUNDING THE INLET.SPACE POSTS EVENLY AROUND THE
NOTES: WASHED STONE PERIMETER OF THE INLET,A MAXIMUM OF 4 FEET APART.
FLOW 1. ACTUAL LOCATION DETERMINED IN FIELD. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.SECURE THE WIRE MESH TO THE STEEL POSTS AT
21 THE TOPS, MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR
r 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED ANCHORING IS RECOMMENDED.
IPE INV RT CLEARLY MARKED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE 4. PLACE CLEAN GRAVEL(NCDOT#5 OR#57 STONE)ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE
CONCRETE SIGNAGE NOTING WIRE,AND SMOOTH TO AN EVEN GRADE.
1.5' DEVICE(18"X 24" MIN.) STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVED ACCUMULATED SEDIMENT, AND
WASHOUT CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUND WATER
3. CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY MAINTENANCE
NC DOT#5 OR#57 TMARKED WITH SIGNAGE NOTING DEVICE. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICATION (z INCH OR GREATER) RAINFALL EVENT.CLEAR
CLASS B RIPRAP THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.TAKE
WASHED STONE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT CONTROL.REPLACE STONE AS NEEDED.
DETAILS
7 8 CHECK DAM_
CLEANOUT
C902 C902 PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
PO BOX 6460
12"OF NCDOT#5 OR#57 THOMASVI LLE, GA 31758
PRECAST CONCRETE GENERAL NOTES: 1 5 WASHED STONE
POURED IN PLACE OF 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
CONCRETE COLLAR 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO
SCH.40 PVC CAP SLOW VELOCITY OR TO CREATE SEDIMENT TRAPS. 2
24" 24" 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE
6"THICK,12"DIA. 6"THICK,24"x24" 2 MAX 1 � FLOW
O CONC.APRON O CONC.APRON �, OF THE UPSTREAM DAM AT THE SAME ELEVATION AS DOWNSTREAM AT CENTER DATE: REVISIONS:
`' DAM(SEE DIAGRAM BELOW). CLASS B RIPRAP
PAVING � ��:
" ' 4: •" -I I I I-III-I I I I I I-III-I I 4. PLEASE REFER TO NCESCPDM SECTION#6.83 FOR ADDITIONAL DESIGN
SUB-PAVING u_ 'i1=III=11 11- 11=III=11 II-' SPECIFICATIONS REGARDING CHECK DAMS.
GRAVEL BASE 11=�1111�-' 4'TO 6' FILTER CLOTH
IF I I=1 I III-I I I I-I I I I-I 11= 11=1 I I I-- -I 11=1 I 117
11=I i-'
_ J� CROSS SECTION VIEW
-III-11111=11� �II-II�II-III COMPACTED OR II-II II- III-II COMPACTED OR J MAXIMUM SPACING
I I III-I I Nil=III= scH.4o PVC
I I I I I I I zl 1 1 III 11=III=11 1 UNDISTURBED SOIL -iT= TTi� UNDISTURBED SOIL
Ill_I =lll_I A�B
111 111-111_III=III_ SHEET SIZE:
-_ EXISTING GROUND
FLOW FLOW FLOW A AND B ARE AT EQUAL ELEVATIONS
1.5 M I N 24"x36"
PROJECT NUMBER:
3161322023
PAVED AREAS PAVED AREAS LANDSCAPED AREAS 9" MIN
DRAWN BY:
(2-WAY CLEANOUT)
I � J.EDWARDS
APPROVED BY:
AO JOSAM SERIES 58860-22 ACCESS COVER AND CLEANOUT WITH t� �I-
TAPER THREAD BRONZE PLUG SERIES 58540-20 AND"SAN."ON
COVER(OR APPROVED EQUIVALENT).
KEYED tt� - --tt'� FILTER CLOTH SCALE:
m
ONEENAH MODEL R-6660-DP LIGHT DUTY ACCESS COVER WITH RIPRAP NTS (H)
TWO(2)JOSAM SERIES 58190-22 CLEANOUTS WITH TAPER (V)
THREAD BRONZE PLUG SERIES 58540-20(OR APPROVED
EQUIVALENT).
FRONT VIEW SHEET:
C902
©COPYRIGHT 2024 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.

w
B EC w
SKIMMER SEDIMENT BASIN 2 BAFFLE 3 EMERGENCY SPILLWAY
C903 C903 GENERAL NOTES: C903 EROSION CONTROL
BAFFLES / OVERFLOW INLET 1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
PLAN VIEW WITH PIPE OUTLET USING STAPLES OR BY TRENCHING AS FOR SILT 2. MOST OF THE SEDIMENT FENCE.NT WILL AC UMULA E IIN THE1ST BAY, `0���� 0
z WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES(USE TWO IF LESS THAN 20 FEET IN LENGTH).PROVIDE ENGINEERING I PLANNING I ENVIRONMENTAL Q
z 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES. U)
Q 1 ST CELL 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET. Q
co 25%OF 25%OF 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS. 1520 MEADOWUIEW DRIVE
w BASIN BASIN 6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL. WILKESBORO,NC 28697 0
SURFACE SURFACE 7. PLEASE REFER TO NCESCPDM SECTION #16.65 FOR ADDITIONAL DESIGN SPECIFICATIONS 336.844.4088 http://brec.biz LLJ
INFLOW AREA AREA REGARDING BAFFLES.
INLET OUTLET MAINTENANCE NOTES:
2ND CELL 25%OF 1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY i i r r f w
y 25%OF BASIN REQUIRED REPAIRS IMMEDIATELY. I I � CqR �i, C )
BASIN SURFACE 2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE �� T . ' �C �� ���, LLJ
SKIMMER SURFACE AREA COLLAPSE,TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. J ..
AREA 3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF HEIGHT OF THE FIRST BAFFLE TO = ✓✓ 9 '
DEWATERING � g
AVERAGE AREA* PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE Q LLB
_ DEVICE EMERGENCY ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. _ �E.AL = m
WIDTH LENGTH SPILLWAY SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. -
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE 1 2 __ W
*AREA OF BASIN WATER ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,BRING THE AREA TO GRADE
SURFACE AT TOP OF PLAN VIEW AND STABILIZE IT.
PRIMARY SPILLWAY SUPPORT POST, CLASS ARIPRAP NON-WOVEN
LINE ..• �
�� GEO-TEXTILE FABRIC � s�7N •CN`�� �
DRAPE BAFFLE MATERIAL OVER 24 INTO BOTTOM CI
OR SIDE
BAFFLE WIRE STRAND AND SECURE WITH GENERAL NOTES: z
1' FREEBOARD MATERIAL PLASTIC TIES AT POSTS AND ON EXTEND 9 GAUGE WIRE TO BASIN 1. T= 14' 07/02/2024 Q
BAFFLES 6" MIN. INVERT ELEV. OF WIRE EVERY 12" SIDE OR INSTALL T-POST TO 2. B= 10' J
INFLO51�
EMERGENCY SPILLWAY EMBANKMENT ANCHOR BAFFLE TO SIDE OF BASIN
2'DEWATERING 11 GAUGE 3.6"OF CLASS A RIPRAP WITH
ZONE -I EMERGENCY LANDSCAPING AND SECURE TO VERTICAL POST ,,,, •�,,
8 Oz NON-WOVEN GEO-TEXTILE FABRIC. •••�•••••
2 SPILLWAY STAPLEI1 =I I I-1 I I-1 I I-I I I- I I :' w
�P��- I-I I I-III-III=III STEEL POST O � .I =1II-III 2 DEPTHIIIII- BAFFLE MATERIAL SHOULD BE SECURED VARIABLE ;NCBELSK-3448;= I I _ - DEPTHFILTER FA TO THE BOTTOM AND SIDES OF BASIN 9 GAUGE MIN. HIGH TENSION WIRE Z ;
1'SEDIMENT CLASS B STONE PAD OUTLET USING 12"LANDSCAPING STAPLES STRAND SHALL BE SECURED TO : 'L''•.. Q' : 0
STORAGE ZONE (4 x 4 x 1 MIN.) STRUCTURE SECURE BOTTOM OF BAFFLE TO O �����.. z
CROSS-SECTION VIEW SECTION VIEW AT OPENING MATERIAL POST TO SUPPORT BAFFLE 4'MAX. GROUND WITH 12"STAPLES AT 12" ��'•, too,CAPP ,••��
MAXIMUM SPACING. 0
CROSS SECTION 0
ARM ASSEMBLY E&SC PERMANENT SEEDING SCHEDULE- 4MODIFIED SCM OUTLET STRUCTURE
C903*DO NOT USE WITHIN 25'RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
"C" ENCLOSURE MOUNTAINS (EROSION CONTROL)
SEEDING DATES SPECIES RATE(lb/acre)
° WATER ENTRY TALL FESCUE 100 COMPLETE SEEDING EARLIER IN THE FALL,AND START LATER IN THE SPRING ON NORTH AND EAST FACING SLOPES.
° UNIT AUG.15-MAY 1 SOIL AMENDMENTS
° **RYE GRAIN 40
PERSPECTIVE VIEW APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEPT.1-JUNE 1 SERICEA LESPEDEZA 15 AND 1000 LB/ACRE 5-10-10 FERTILIZER.
**RYE GRAIN 40 MULCH
PVC VENT SCHEDULE 40
*"GERMAN MILLET 10 APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR
JUNE 2 AUG.14 RIM ELEV. =844.25 O
PVC END STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP .%�:a
CAP PVC ELBOW PIPE PVC PIPE *SUPPLEMENT WITH IRRIGATION SLOPES. GROUT INTERIOR
PIEDMONT WALLS Z
MAINTENANCE z C�
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, O
PVC END (PERMANENT POOL) TALL FESCUE 100 FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. 3'x 3'x 4'PRE-CAST CC M
CAP SEPT.1-MAY 1 "`"`RYE GRAIN 40
SOIL PREPARATION: p. CATCH BASIN MEETING G
PVC PIPE ORIFICE SERICEA LESPEDEZA 15 SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT(PHOSPHORUS, POTASSIUM, CALCIUM OR EXCEEDING NCDOT O w
1/2" HOLES IN SCHEDULE 40 PLATE AND MAGNESIUM) LEVELS ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE STD.840.45 U n/
BERMUDA GRASS 25 NEEDED AMOUNTS OF FERTILIZER AND/OR LIME. FAIRCLOTH SKIMMER
PVC TEE UNDERSIDE PVC PIPE PVC TEE APRIL 15 JUNE 30 , J
*"`"`GERMAN MILLET 10 INV. =842.00 O
CLEAN AND ROUGH GRADE:REMOVE ALL DEBRIS FROM THE LOCATION TO BE PLANTED.THIS INCLUDES ROCKS,BOTTLES, ° UJ
-GERMAN MILLET 10 LARGE ROOTS AND OLD TREE TRUNKS. IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR ^� �
JULY 1-AUG.30 I I
FLEXIBLE *SUPPLEMENT WITH IRRIGATION REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
18" RCP CLASS V v!
a. INV. =841.00
HOSE COASTAL PLAIN THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING, ESPECIALLY IF THE GROUND IS WET. THIS
9 ( ) COMPACTED LAYER MUST BE BROKEN UP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A 9"CONCRETE
SEEDING DATES SPECIES RATE(lb/acre) a.
TALL FESCUE 100
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. 840.25
BOTTOM SURFACE . � .• .. y. . .... ..... :" .�: '.% �� � . " 6"
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 #57 WASHED STONE _
NOTE: BERMUDA GRASS 25
EXISTING TREES IN THE LAWN.CUTTING TOO MANY TREE ROOTS DURING SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL A COMPACTED
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED. APRIL 15-JUNE 30 TREE. TREES CAN ALSO BE SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
*"GERMAN MILLET 10 NECESSARY AT A TREE BASE,CONSTRUCT A"TREE WELL."
*"`"`GERMAN MILLET 10 NOTES:
JULY 1-SEPT.29 REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVER 1. USE MONOLITHIC STRUCTURE WHERE POSSIBLE. IF RISERS ARE REQUIRED,THEY MUST
GENERAL NOTES: SUPPLEMENT WITH IRRIGATION THE ENTIRE AREA.ALLOW FOR AT LEAST 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED.THIS MEANS PLACING
BE MECHANICALLY ANCHORED TO PRIMARY STRUCTURE.
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF *RESEED WITH NON-NURSE CROPS WITHIN ACCEPTABLE DATES ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY ADDING ORGANIC MATTER. THIS 2. ENSURE ALL STRUCTURE JOINTS AND PIPE PENETRATIONS ARE WATER TIGHT. USE
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY *"MAY BE SUBSTITUTED WITH WHEAT AT 30 LBS/ACRE IMPROVES WATER RETENTION IN SANDY SOILS AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING. BUTYL SEALANT OR OTHER GASKET METHOD TO SEAL JOINTS BETWEEN STRUCTURE
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED. **"MAY BE SUBSTITUTED WITH BROWNTOP MILLET AT 10 LBS/ACRE SECTIONS. GROUT INTERIOR STRUCTURE WALLS AND PIPE CONNECTIONS.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY, VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES,AND MACHINE COMPACT IT. OVER THE FILL EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE
SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL*TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH DETAILS
AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT E&SC TEMPORARY SEEDING SCHEDULE
IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE
FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PREPARED FOR:
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS OR AS DESIGNED. MAINTENANCE TERAMORE DEVELOPMENT LLC
MULCH
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE.ATTACH THE FLEXIBLE JOIN TO THE
BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACHED A ROPE TO THE SKIMMER AND ANCHOR IT TO THE MOUNTAINS I E IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND PO BOX 6460
SIDE OF THE BASIN.THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE. SEEDING DATES SPECIES RATE(lb/acre) MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, RYE(GRAIN) 120 50 ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY THOMASVILLE, GA 31758
GRADE, DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD ABOVE 2500 FEET: FEB.15-MAY 15 COVVEER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN
BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES BELOW 2500 FEET:FEB.1 LATE FEBRUARY OR EARLY MARCH.
MAY 1 ANNUAL LESPEDEZA(KOREAN) 50
AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE MAY 15-AUG.15 GERMAN MILLET 40 SOIL PREPARATION:
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ON PIECE, NOT JOINED OR SPLICED; SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
OTHERWISE THE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE AUG.15 DEC.15 RYE(GRAIN) 120
SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S)SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW PIEDMONT (PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE RANGE DATE: REVISIONS:
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILLL INDICATE
SEEDING DATES SPECIES RATE(lb/acre) NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
8. INLET- DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TO
DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY. RYE(GRAIN) 120
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM THE BARE AREAS. JAN.1 MAY 1 ANNUAL LESPEDEZA(KOBE) 50 CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE
MAY 1-AUG.15 GERMAN MILLET 40 IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65. AUG.15-DEC.20 RYE(GRAIN) 120 REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
11. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH COASTAL PLAIN THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. SEEDING DATES SPECIES RATE(lb/acre) ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
MAINTENANCE NOTES: UP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A SHEET SIZE:
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. RYE(GRAIN) 120 24"x36"
1-APRIL 15
REMOVED SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. DEC. ANNUAL LESPEDEZA(KOBE) 50 SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. PROJECT NUMBER:
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE 3161322023
AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. APRIL 15 AUG.15 GERMAN MILLET Ld
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. AUG.15 -DEC.30 RYE(GRAIN) SPEED AND DEPTH OF ROOTING. SOIL.TRACTOR-MOUNTEDAK OR SELF-PROPELLED DRAWN BY:
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE WILL MAKE THE SKIMMER BOB UP AND DOWN AND TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE J.EDWARDS
EXISTING TREES IN THE LAWN. CUTTING T00 MANY TREE ROOTS DURING SOIL
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE APPROVED BY:
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. SOIL AMENDMENTS SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS J.CHURCH
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND NECESSARY AT A TREE BASE, CONSTRUCT A"TREE WELL."
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER SCALE:
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE RATE TO 1000 LB/ACRE IN THE FALL. REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE NTS (H)
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE,AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS MULCH TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST 00
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMERAND POOL AREAS. APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ORA MULCH ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
FROM PLUGGING WITH ICE. SHEET:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
MULCH ANCHORING TOOL. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING. C903
©COPYRIGHT 2024 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.

CONTINUOUS LINES 10'-30'/SP SKIP LINE 2'-6'/SP MINI-SKIP LINE oo W
UNLESS OTHERWISED SHOWN, USE 10'-30'/SP SKIPS FOR UNLESS OTHERWISED SHOWN, USE 2'-6'/SP MINI-SKIPS FOR
SKIP LANE LINES AND SKIP CENTER LINES. LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE Q Q `•'
EDGE LINE EXTENSIONS THROUGH INTERSECTIONS AND BICYCLE LANE Q B EC
EXTENSIONS. z =U
ROLLED EROSIONCONTROL MATTING INSTALLATION J 4"/6" 30 LuceLL YELLOW OR WHITE � O O �4"/6" O�Q = ui
J
2 6 QUZOL--L
C904 FIGURE F / FIGURE E YELLOW OR WHITE °C
✓ LANE LINE o o a"/s" ��~o J W
FIGURE B/ _ < 4"/6„ YELLOW OR WHITE OOTj cr
FIGURE C FIGURE E t ` •'' '`: FIGURE C WHITE I I '- I z ,j �. O
STEP1 SITE PREPARATION / ^ `'' 3 -3 /SP MINI-SKIP LINE 3 9 /SP MINI-SKIP LINE N ao `0 U
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS, / ' '. ' , "
^ A BLANKET 3 , :.. '• UNLESS OTHERWISED SHOWN, USE 3'-9'/SP MINI-SKIPS FOR 1 Q
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO _ CENTER LINE UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI-SKIPS FOR r
FIGURE C 1 4rr/6" THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS. MINI-SKIP LANE LINES, LINE EXTENSIONS THROUGH TAPERS, ENGINEERING PLANNING ENVIRONMENTAL
:�'. AND MINI-SKIPS USED FOR BICYCLE LANE LINES. r n
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE. ^ / ?' '• YELLOW �+<'
a" 1520 MEADOWUIEW DRIVE
BLANKET 1 3' 9' WILKESBORO,NC 28697
STEP 2 SEEDING
^ ` /: GORE LINE 3 3 0
j ^ o o� a"/s" 336.844.4088 http://brec.biz LU
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO ...
% FIGURE F 8"/12" 0 8 12"
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY. , � ; ,,.:r, WHITE WHITE
BLANKET 2 ^ , .. ' : WHITE W
STEP3 STAPLE SELECTION :• r '. r � GROUND `'" DIAGONAL LINE IL. \\ /�,
R 1 BL 7KE 1' M1 , •+. .. _i 12" 45 MPH OR HIGHER N Cn �` \A CAR �� W AT A MINIMUM, 6 LONG BY 1 CROWN, 11 GAUGE STAPLES ARE TO BE USED TO •• ^ SURFACE cs f- ��,
r , 8" LESS THAN 45 MPH z C� W S
SECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY, 1" ' ;;•; :•:::� ' ;,'`::: ' , YELLOW OR WHITE E� ZILL \` 57
J .�F E
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES. :t. Q ILL. _ Q Y W
STEP 4-EXCAVATE ANCHOR TRENCH AND SECURE BLANKET :.. y ? M1 ' y , / ' ^ ^ ^ ` •",' FIGURE B/ CROSSWALK LINE :A - m
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND �. .'. FIGURE E a" TRANSVERSE 1 Q
••F•1GURE D :•'.t:•,.•�: :-" 24" LONGITUDINAL Q '
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF ^ ^ " ' ' •',`: WHITE 21 Cn v N (�
:. .: .♦
THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF :• BLANKET 3 ,.;';•; ;. ; ' zQ IZ w� S •..GINS . G �.
THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG ;,;''.;••: '�' .;• ":•: ' °; ';`Y'� ': •.%:;:;�::;_: ^:. �BL' KE 2:- `' U) W �rr ��\
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET ` GROUND % RxR LINE } w r I I I ti W
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN SURFACE T Q N Z
FIGURES A, H, E AND F). �:. ,. .. ,.'� .� FIGURE I WHITE „ Q a _j 07/02/2024 J
O W
STEP 5-SECURE BODY OF BLANKET ''•: ~ ' '`` t s' *SLOPE INSTALLATION-APPROXIMATELY 200 STAPLES PER ROLL(8'OR 4'
*BED INSTALLATION-APPROXIMATELY 300 STAPLES PER ROLL 8' GENERAL NOTES: � �
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF ( WIDTH) REQUIRED-WIDE BLANKET SHOWN STOP OR TRANSVERSE BA� `� RECP ''� W
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF OR 4'WIDTH) REQUIRED-WIDE BLANKET SHOWN 1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES .`�� ..... •'9• �41 J
FIGURE E 24" AS DIRECTED BY THE ENGINEER.
1.
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE Gp�POR9�F;• Q
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE FIGURE A - BED INSTALLATION FIGURE H - SLOPE INSTALLATION WHITE 2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
n n OF THE NORMAL LINE.
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM 8 4 :NCBELS#C-3448;
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING 3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE. SHEET 1 OF 2
1205 . 01 '
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE 2" _x 2" x- 2" x- 2" 2" .x- 2" � ?i�••,• •:'Q- ; 0
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS STRAIGHT ARROW RIGHT OR LEFT COMBINATION STRAIGHT AND COMBINATION LEFT AND z ;�O,Q .•�••.•• ��,: Z
1.5 TURN ARROW LEFT OR RIGHT TURN ARROW RIGHT TURN ARROW 0_4cn
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO FLOW BLANKET 2 x x x 1 >E---2" 1° 20" Q �����,�•,����`� Q
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA �/ 8 20" SAME DIMENSIONS APPLY AS FOR Q Q
6` 1.5" 6 _4 THE LEFT/RIGHT TURN ARROW z�_
OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES. _ 36„ 36" J o H 0
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J. - =I I M I I-- x x x x � z
—I 1-I I-III I I 1=1 1" _ 1 n _x 1 n X 1 n X 1 n X 1 n X 1 n 1 n B� a N B„ o z=
BLANKET 3 - I M I I-I I I=1 I I Lo r LU Q Q L`
STEP 6-CONTINUE ALONG SLOPE-COMPLETE INSTALLATION __ _ 1�' x x x x x F-c o
-III=1 I 1=1 11- Z
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5. _ _=I I I I III-I" _ N = ~
C+, N �--� H S z w
- I-ICI-III _ � N z co N COMBINATION LEFT AND STRAIGHT C0�u-O
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E. "' AND RIGHT TURN ARROW °Ca'-'¢
i i- I I=III=III=1 I i- GROUND x x x x 1 a" o N oc
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE -I I I-I I1=1I I— SURFACE 141 co °' z
_I i' R=40" N f E
TERMINAL EDGE. x x x x x 4 N R=26" N w
FIGURE B - PROFILE VIEW 4 SAME DIMENSIONS APPLY AS r 0
MAINTENANCE NOTES: 1" _ 1" _<— 1" _ 1" 32" N N 4" X AND LEFTFOR THE CRIGHTATURN ARROW
TION GHT
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND x x x x 12 R=40" 12" 12" 32
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT FLOW R=28"
REPAIR IMMEDIATELY. x x > x x MERGE ARROW ELONGATED STRAIGHT ARROW WRONG WAY RAMP ARROW
2. GOOD CONTACT WIT THE GROUND MUST BE MAINTAINED, AND EROSION 6„
MUST NOT OCCUR BENEATH THE RECP. 20" r0%0„ a�
BLANKET1 BLANKET2 X DENOTES STAPLE FIGURE E- PLAN ,s' ° o cn
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE IL
LOCATION s'_ w
CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. __ FIGURED - PLAN VIEW- BED INSTALLATION VIEW ,z 3 CRYSTAL/RED °/' N CD
<
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE \\ y' 9' AVEMENT MARKER 8' I TAP z C3 Q
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. ;\\\% \\�\�'%\\ %\\\� \\ ��\�\�\'%\\\�%�� '0° 8 2'-6" v N w W U c)
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER 101, - --- - Z
IS ESTABLISHED. GROUND 8„ 4„ \ on In 2'-6" EN ED - a OF RAMP o Q Z _ C�
SURFACE Z - 4 c o c)
14" $II C1 Q W M
FIGURE C - CROSS SECTION 5' o
2'-6„ Z o
N TYP. Z 2 -� 2 -x- �- �- a'-a3i Q z
2.5R a" 16r Brl 7'-1" I— Q 0 W
VIEW x x x 1"x---2" 1 CRITICAL POINT 14'-101/24 } > co N
2,5 ° RAMP ARROW Q a m LL
x x x x CRITICAL POINT_77 12„ AT EXIT RAMP Q a w 0
o U
6" 6" CREST OF CREST OF x x x x X GENERAL NOTES: °C � U)
-SLOPE SLOPE -� TERMINAL END 1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS. y
GROUND 2- DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH INTO INTERSECTION AREAS.
X X X X GROUND 3- DO NOT PLACE SYMBOLS ACROSS TRANSVERSE EXPANSION JOINTS ON PORTLAND CEMENT
SURFACE CONCRETE PAVEMENTS, UNLESS APPROVED BY THE ENGINEER.
SURFACE RAMP ARROW
\\\ \/\\//\/ \/ \ // / " 4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD HIGHWAY SIGNS" MANUAL WHICH INCLUDES AT EXIT RAMP I
\\�\ \N \\\; 6 TOE OF SLOPE X X X X X PAVEMENT MARKINGS AND STANDARD ALPHABETS (REFER TO SHEETS 6 THRU 9). DIMENSIONS NOTE: °p'*
CAN VARY AMONG MANUFACTURERS, THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE.
HOWEVER, ALL SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT. 1- WHEN INSTALLING COLD APPLIED PLASTIC ON CONCRETE, IT IS RECOMMENDED SHEET 1AF X X X X TO USE COLD APPLIED PLASTIC WITH A BLACK CONTRASTING BOLDER. 1 2O5
FIGURE �\= FIGURE J - CRITICAL POINT
FIGURE G- CRITICAL SECURING - SLOPE INSTALLATION
FIGURE F- PROFILE VIEW POINTS - BED FIGURE I - PLAN VIEW - SLOPE
INSTALLATION INSTALLATION
z VARIABLE z DETAILS
100'TO 200' BE PREPARED ONE LAN (n ROADWAY WIDTH 00 O
TO STOP ROAD
+.r.X ae" aeP3 4ae" ��48W20-44B" Q VARIABLE SLOPE VARIABLE SLOPE Q H
2D' 2D' Ez—L c) PREPARED FOR:
" 0 0 25=z CROSS PIPE CROSS PIPE o o 23=z TERAMORE DEVELOPMENT, LLC
W<<om WQQLL=
~ ~~ ~ ~ ¢=�zw ROADWAY CROSS PIPE TYPICAL SECTION =�zw PO BOX 6460
� AA • . (nHU-OJ U)�U-OJ THOMASVILLE GA31758
b z°=o'-'Q cc: rl °Co'-'¢
-i-L SLOPE _ 3 _ VARIgB z LPL
© b © b O TRAFFIC srREAM d H -VARIABLE----� --__LE SLOPE a >
50' TAPER BUFFER BUFFER TAPER N CL Q 4 4 11 N w p
MAX. 50'-100' SPACE SPACE 100' T p 6 MAX. 1 F , _ 3 r--- - - �1 6 MAX. CA II — ——————— ——————
4.
------_--; Ir
O ROADHEAD TO PS OP • A ; B D ♦1 i
NE LAN PRE
BE JOINT D B A
FILLER R LU DATE: REVISIONS:
48W2048" 48'''X 48" 48"X 48" 1 —————1 ' 1 I—— IL
INSET FOR 2-LANE ROADWAYS IT 3/rCL
WITH 2-WAY TURN LANE w I� L :Tb:l _I [Le PIPE 3 PIPE Tb L _
ALL OTHER DEVICES ARE THE SAME AS ABOVE U) C Te M
N O
o uj U GROOVE INSTALLATION TONGUE INSTALLATION o o
CENTER LANE CENTER NNE
CLOSED sr . b WORK AREA �.,� CLOSED C7 LU SIDE VIEW F
48"X 48" - . 48r"12X 48" CD
H O H /
AA � ''J`` J PIPE ��W//:�
2-WAY DOWN V T ——————————————♦ r/ cc
TRAFFIC STREAK —E
TAPER BUFFER BUFFER TAPER W Q
50'-1OO' SPACE SPACE 100' 0 Z W D T�♦' D 0 Z Z SHEET SIZE:
LU c
n n
GENERAL NOTES FOR FLAGGING OPERATIONS Q J Q - - ------_-_-_�,; _ Q 24 X36
1- REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING. 11- IF VEHICLE QUEUES WILL REACH WITHIN 100' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS, z O 1—w1 z W U
PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM �7 W a PROJECT NUMBER:
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC Q > T T PIPE �� Q Lu
UPSTREAM SIDE OF TRAFFIC. WARNING MEASURES ALREADY EXIST. L $ e 3161322023
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE 12- THIS DETAIL IS APPLICABLE FOR OPERATIONS IN PLACE FOR 72 HOURS OR LESS. FOR LONGER Q END VIEW U) d Lu DRAWN BY:
DOWNSTREAM SIDE OF TRAFFIC. DURATION OPERATIONS, SIGNING AND PAVEMENT MARKINGS MAY NEED TO BE ALTERED.
4- FOR POSTED SPEED LIMITS BELOW 45 MPH CHANNELIZING DEVICE SPACING SHALL BE 20 FEET GENERAL NOTES FOR PILOT CAR OPERATIONS Q 0 cm PLAN VIEW Q N Lu J.EDWARDS
IN THE TAPERS AND THE SHIFTS AND 40 ftET IN THE TANGENTS. FOR POSTED SPEED LIMITS co �
GREATER THAN OR EQUAL TO 45 MPH CHANNELIZING DEVICE SPACING SHALL BE 40 FEET IN 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER. a O U
THE TAPERS AND THE SHIFTS AND 86 FEET IN THE TANGENTS. 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EOP) CONES MAY NOT BE REQUIRED Q rt Lu Q z APPROVED BY:
5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS ALONG WORK AREA
AND
NATATHE
DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG 0 W z 0 („� O J.CHURCH
PROVIDED TO THE FLAGGER (REFER TO RSD. 1101.11, SHEET 2). � Q U
6- DO NOT STOP ALL DIRECTIONS OF TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME. 3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. J ISOMETRIC VIEW I-
4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF ' END TREATMENT DIMENSIONS � SCALE:
7- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01 N
FOR SKINNY DRUM REQUIREMENTS. THE PILOT VEHICLE. Q
5- UNLESS APPROVED BY THE ENGINEER, DO NOT INSTALL LEGEND D L W Ts Tb Te A B c�
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. W NTS (H)
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7A) MORE THAN ONE 1 MILE OF LANE CLOSURE MEASURED Ir r Ir rr 1r rr Ir rr rr �
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED FROM THE BEGINNING OF THE MERGE TAPER tO THE END � FLAGGER 18 6 -O 23 4 4 6 211/4 25 NOTES: ,V
OF THE LANE CLOSURE. CL
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT. Ir
CONE 1 . CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. 6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE 24r1 $r-2rr 30rr 41" 4rr 61" 27TBn 321r EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310.
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND PORTABLE SIGN
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT SHEET 1 OF 19 2. CHAMFER ALL EXPOSED CORNERS 3/" SHEET 1 OF 1 SHEET:
AS DIRECTED BY THE ENGINEER. CAR OPERATIONS. DIRECTION OF TRAFFIC FLOW 3011 101-411 3711 41r 4rr 6"r 335/ rl 391r
1101 .02 $ 310.03
C904
©COPYRIGHT 2024 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.