SIGNED_DG_BELEWS_CREEK

VICINITY MAP (NTS)
SURVEY:
BLUE RIDGE GEOMATICS, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3576
CITY/TOWN: BELEWS CREEK, NC
ENGINEER:
STORE #18435
BREC, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3448
NORTH CAROLINA COUNTY MAP
(FORSYTH COUNTY)
c000
C001
C002
C100
C200
C201
0202
C300
C301
C302
C400
G100
C900
C901
C902
C903
C904
SHEETINDEX
COVER SHEET
NOTES
EXISTING CONDITIONS
SITE PLAN
GRADING PLAN
PRE -CONSTRUCTION DA
POST -CONSTRUCTION DA
PHASE 1 ESC PLAN
PHASE 2 ESC PLAN
FINAL ESC PLAN
UTILITY PLAN
LANDSCAPE PLAN
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
SITE COORDINATES: LATITUDE = 36.242496° N LONGITUDE _ -80.077818° W
© COPYRIGHT 2017 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.
C&
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
m
U
Z
Z COY
W CC)
U 4t
w
3: O
LLJ
J U)
W
m
U
/ER SHEET
0
U
0
0
W
U)
W
REVISIONS:
W
J
U)
B EC
W
w
J
a_
��ti
W
SHEET SIZE:
:NGINEERING I PLANNING ENVIRONMENTAL
24"x36"
W
`Q
v )
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
PROJECT NUMBER:
336.844.4088 http://brec.biz
LU
Z
w
W
CA{0�'ri �f
U
W
.•OF�SSIo••. f
APPROVED BY:
e�
W
A _=
m
NTS (H)
(V)
Cn
Q
fr��f�ff1111��
�^
,�
V )
06/05/2017
z
Q
J
POR,q�'•
cam•'
J
Q
U
NCBELS#C-3448:
C/)
CAR
Z
%.
�0+010e111,1%
0
0
m
U
Z
Z COY
W CC)
U 4t
w
3: O
LLJ
J U)
W
m
U
/ER SHEET
0
U
0
0
W
U)
W
REVISIONS:
J
W
0
z
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
>_
PROJECT NUMBER:
U
3160092016
Z
w
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
O
SCALE:
NTS (H)
(V)
U)
Q
SHEET: Lu
C000Lu

NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000
ENTIRE PERMIT CAN BE FOUND AT: http://portal.ncdenr.org/c/document library/get_file?uuid=dl5e7ee8-cb5O-443f-9dcf-049bOOl337ac&groupld=38364
SECTION 11.13. - STORM WATER POLLUTION PREVENTION REQUIREMENTS IN THE NC CONSTRUCTION GENERAL PERMIT
IN ADDITION TO THE STORMWATER POLLUTION PREVENTION CONTROLS FOUND IN THE E&SC PLAN, THIS CONSTRUCTION GENERAL PERMIT CONTAINS
ADDITIONAL CONDITIONS THAT MUST BE MET IN ORDER TO COMPLY WITH THE NPDES PROGRAM REQUIREMENTS. THEY ARE AS FOLLOWS:
1. CONSTRUCTION SITE POLLUTANTS
PERMITTEE MUST MANAGE ACTIVITIES ON THE SITE SUCH THAT WATER QUALITY STANDARDS ARE NOT VIOLATED FROM SITE ACTIVITIES OR ALLOWED
DISCHARGES. IN ADDITION TO STREAM POLLUTION FROM SEDIMENT DISCHARGE, OTHER ACTIVITIES ON CONSTRUCTION AND DEVELOPMENT SITES CAN
RESULT IN POLLUTANTS REACHING THE STATE'S WATERS. EPA HAS PREPARED GUIDANCE DOCUMENTS THAT PROVIDE BEST MANAGEMENT PRACTICES
THAT ADDRESS MANY ACTIVITIES.
SEE HTTP://CILLUB. EPA. GOWN PDES/STONNWATER/MENUOFIMMS/INDEX.CFM?ACTJ00=MJLL LDEASURE&MIN MEASURE ID=4
THE FOLLOWING ACTIVITIES, AND OTHERS ON A SITE-SPECIFIC BASIS, REQUIRE OVERSIGHT THROUGHOUT THE CONSTRUCTION AND DEVELOPMENT
PROCESS TO ASSURE THAT ALL WATER QUALITY STANDARDS ARE PROTECTED:
a. EQUIPMENT OPERATION AND MAINTENANCE - EQUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON A SITE MUST BE OPERATED AND
MAINTAINED IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF THE SURFACE OR GROUND WATERS OFTHE STATE.
FUELS, LUBRICANTS, COOLANTS, AND HYDRAULIC FLUIDS, OR ANY OTHER PETROLEUM PRODUCTS, SHALL NOT BE DISCHARGED ONTO THE
GROUND OR INTO SURFACE WATERS. SPENT FLUIDS SHALL BE CLEANED UP AND DISPOSED OF IN A MANNER SO AS NOT TO ENTER THE
WATERS, SURFACE OR GROUND, OFTHE STATE AND IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS.
b. MATERIAL HANDLING - HERBICIDE, PESTICIDE, AND FERTILIZER USAGE DURING THE CONSTRUCTION ACTIVITY SHALL BE CONSISTENT WITH THE
FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND SHALL BE IN ACCORDANCE WITH LABEL RESTRICTIONS.
C. BUILDING MATERIAL WASTE HANDLING
1) ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES,
CHAPTER 130A, ARTICLE 9 - SOLID WASTE MANAGEMENT, AND RULES GOVERNING THE DISPOSAL OF SOLID WASTE (NORTH CAROLINA
ADMINISTRATIVE CODE SECTION 15A NCAC 13B).
11) LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE,
AND HAZARDOUS OR TOXIC WASTE. THIS LOCATION SHALL BE AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS
UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
III) DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTES IN STORM DRAINS IS PROHIBITED.
IV) LITTER AND SANITARY WASTE - THE PERMITTEE SHALL CONTROL THE MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE
FROM THE SITE.
d. LOCATION OF STOCK PILES - LOCATE EARTHEN -MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND
SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
e. HANDLING OF CONCRETE
1) CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. (NOTE THAT DISCHARGES
FROM ONSITE CONCRETE PLANTS REQUIRE COVERAGE UNDER A SEPARATE NPDES PERMIT - NCG 140000.)
II) ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID
WASTE REGULATIONS.
2. GROUND STABILIZATION
a. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
1) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND AU SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3: 1) SHALL
BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
II) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
b. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
1) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE.
11) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN
4:1 SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3: 1, THE 7
DAY -REQUIREMENT APPLIES.
III) ANY SLOPED AREA FLATTER THAN 4: 1 SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT.
IV) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS
STEEPER THAN 2: 1.
V) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE
ALLOWED ON A CASE-BY-CASE BASIS.
VI) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC 04A. 0105) ,
STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN
7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
VII) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE
DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E&SC
PLAN OR ADDED BY THE PERMITTING AUTHORITY.
3. SELF INSPECTION AND REPORTING REQUIREMENTS
MINIMUM SELF INSPECTION—AND REPORTING REQUIREMENTS ARE AS FOLLOWS UNLESS OTHERWISE APPROVED IN WRITING BY THE DIVISION OF
WATER QUALITY.
a. A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE UNLESS ANOTHER RAIN MONITORING DEVICE HAS BEEN
APPROVED BY THE DIVISION OF WATER QUALITY.
b. A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND ALL RECORDS SHALL BE MADE AVAILABLE TO DIVISION OF
WATER QUALITY OR AUTHORIZED AGENT UPON REQUEST. IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING WEEKEND OR HOLIDAY
PERIODS, AND NO INDIVIDUAL -DAY RAINFALL INFORMATION IS AVAILABLE, THE CUMULATIVE RAIN MEASUREMENT FOR THOSE UN -ATTENDED
DAYS WILL DETERMINE IF A SITE INSPECTION IS NEEDED. (NOTE: IF NO RAINFALL OCCURRED, THE PERMITTEE MUST RECORD "ZERO").
C. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTE<;L TO ENSURE THAT THEY ARE OPERATING CORRECTLY. INSPECTION
RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST
OCCUR AT THE FREQUENCY INDICATED BELOW:
1) ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS, AND
II) ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE WITHIN 24
HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
d. ONCE LAND DISTURBANCE HAS BEGUN ON THE SITE STORM WATER RUNOFF DISCHARGE OUTFALLS SHALL BE INSPECTED BY OBSERVATION
FOR EROSION, SEDIMENTATION AND OTHER STORM WATER DISCHARGE CHARACTERISTICS SUCH AS CLARITY, FLOATING SOLIDS, AND OIL
SHEENS. INSPECTIONS OF THE OUTFALLS SHALL BE MADE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY
STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
e. INSPECTIONS ARE ONLY REQUIRED TO BE MADE DURING NORMAL BUSINESS HOURS. WHEN ADVERSE WEATHER CONDITIONS WOULD CAUSE
THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION CAN BE DELAYED UNTIL IT IS DEEMED SAFE TO PERFORM
THESE DUTIES. (TIMES WHEN INSPECTIONS WERE DELAYED BECAUSE OF SAFETY ISSUES SHOULD BE NOTED IN THE INSPECTION RECORD.) IF
THE INSPECTION CANNOT BE DONE ON THAT DAY, IT MUST BE COMPLETED ON THE FOLLOWING BUSINESS DAY.
f. TWENTY-FOUR HOUR REPOL1 ING FOR VISIBLE SEDIMENT DEPOSITION
1) THE PERMITTEE SHALL REPORT TO THE DIVISION OF WATER QUALITY CENTRAL OFFICE OR THE APPROPRIATE REGIONAL OFFICE ANY
VISIBLE SEDIMENT BEING DEPOSITED IN ANY STREAM OR WETLAND OR ANY NONCOMPLIANCE WHICH MAY ENDANGER HEALTH OR THE
ENVIRONMENT. (SEE SECTION VIII OF THIS PERMIT FOR CONTACT INFORMATION.) ANY INFORMATION SHALL BE PROVIDED ORALLY OR
ELECTRONICALLY WITHIN 24 HOURS FROM THE TIME THE PERMITTEE BECAME AWARE OF THE CIRCUMSTANCES.
II) A WRITTEN SUBMISSION SHALL BE PROVIDED TO THE APPROPRIATE REGIONAL OFFICE OF THE DIVISION OF WATER QUALITY WITHIN 5
DAYS OF THE TIME THE PERMITTEE BECOMES AWARE OF THE CIRCUMSTANCES. THE WRITTEN SUBMISSION SHALL CONTAIN A DESCRIPTION
OF THE SEDIMENT DEPOSITION AND ACTIONS TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION. THE DIVISION OF WATER QUALITY STAFF
MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE-BY-CASE BASIS.
g. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS SHALL REMAIN ON THE SITE AND AVAILABLE FOR AGENCY INSPECTORS AT
ALL TIMES DURING NORMAL WORKING HOURS, UNLESS THE DIVISION OF WATER QUALITY PROVIDES A SITE-SPECIFIC EXEMPTION BASED ON
UNIQUE SITE CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL. OLDER RECORDS MUST BE MAINTAINED FOR A PERIOD OF THREE
YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST THE RECORDS MUST PROVIDE THE DETAILS OF EACH INSPECTION
INCLUDING OBSERVATIONS, AND ACTIONS TAKEN IN ACCORDANCE WITH THIS PERMIT. THE PERMITTEE SHALL RECORD THE REQUIRED
RAINFALL AND MONITORING OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORM
THAT IS INCLUSIVE OF ALL OF THE ELEMENTS CONTAINED IN THE DIVISION'S FORM. USE OF ELECTRONICALLY -AVAILABLE RECORDS, IN LIEU OF
THE REQUIRED PAPER COPIES FOR INSPECTION WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD -COPY
RECORDS.
h. INSPECTION RECORDS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:
1) CONTROL MEASURE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: 1) IDENTIFICATION OF THE MEASURES INSPECTED,
2) DATE AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION, 4) INDICATION OF WHETHER THE MEASURES
WERE OPERATING PROPERLY, 5) DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE, 6) CORRECTIVE ACTIONS TAKEN (7) DATE OF
ACTIONS TAKEN, AS WELL AS THE DATE AND AMOUNTS OF RAINFALL RECEIVED.
II) STORM WATER DISCHARGE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: 1) IDENTIFICATION OF THE DISCHARGE
OUTFALL INSPECTED, 2) DATE AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION, 4) EVIDENCE OF
INDICATORS OF STORM WATER POLLUTION SUCH AS OIL SHEEN, FLOATING OR SUSPENDED SOLIDS OR DISCOLORATION, 5) INDICATION OF
VISIBLE SEDIMENT LEAVING THE SITE, 6) ACTIONS TAKEN TO CORRECT/PREVENT SEDIMENTATION AND 7) DATE OF ACTIONS TAKEN.
III) VISIBLE SEDIMENTATION FOUND OUTSIDE THE SITE LIMITS: INSPECTION RECORDS MUST INCLUDE: 1) AN EXPLANATION AS TO THE
ACTIONS TAKEN TO CONTROL FUTURE RELEASES, 2) ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT HAS LEFT THE SITE
LIMITS AND 3) THE DATE OF ACTIONS TAKEN.
IV) VISIBLE SEDIMENTATION FOUND IN STREAMS OR WETLANDS: ALL INSPECTIONS SHOULD INCLUDE EVALUATION OF STREAMS OR
WETLANDS ONSITE OR OFFSITE (WHERE ACCESSIBLE) TO DETERMINE IF VISIBLE SEDIMENTATION HAS OCCURRED.
V) VISIBLE STREAM TURBIDITY - IF THE DISCHARGE FROM A SITE RESULTS IN AN INCREASE IN VISIBLE STREAM TURBIDITY, INSPECTION
RECORDS MUST RECORD THAT EVIDENCE AND ACTIONS TAKEN TO REDUCE SEDIMENT CONTRIBUTIONS. SITES DISCHARGING TO STREAMS
NAMED ON THE STATE'S 303(D) LIST AS IMPAIRED FOR SEDIMENT -RELATED CAUSES MAY BE REQUIRED TO PERFORM ADDITIONAL
MONITORING, INSPECTIONS OR APPLICATION OF MORE -STRINGENT MANAGEMENT PRACTICES IF IT IS DETERMINED THAT THE ADDITIONAL
REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED -WATERS CONDITIONS. IF A DISCHARGE
COVERED BY THIS PERMIT ENTERS A STREAM SEGMENT THAT IS LISTED ON THE IMPAIRED STREAM LIST FOR SEDIMENT -RELATED CAUSES,
AND A TOTAL MAXIMUM DAILY LOAD (TMDL) HAS BEEN PREPARED FOR THOSE POLLUTANTS, THE PERMITTEE MUST IMPLEMENT MEASURES
TO ENSURE THAT THE DISCHARGE OF POLLUTANTS FROM THE SITE IS CONSISTENT WITH THE ASSUMPTIONS AND MEETS THE
REQUIREMENTS OF THE APPROVED TMDL. THE DIVISION OF WATER QUALITY 303(D) LIST CAN BE FOUND AT:
HTTP://H2O.ENR.STATE.NC.US/TM DI/GEN ERA1303D.HTML
4. SEDIMENT BASINS
SEDIMENT BASINS AND TRAPS SHALL MEET THE FOLLOWING REQUIREMENTS:
a. OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE.
b. FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN 1.0 ACRE, DRAW -DOWN DESIGNS SPECIFIED IN THE DIVISION OF LAND
RESOURCES OR DELEGATED LOCAL PROGRAM REQUIREMENTS ARE ACCEPTABLE.
C. CHEMICAL TREATMENT
1) ALL TREATMENT CHEMICALS MUST BE STORED IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER STORM -RESISTANT COVER OR
SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADJACENT SURFACE WATERS.
II) ALL TREATMENT CHEMICALS MUST BE USED IN ACCORDANCE WITH DOSING SPECIFICATIONS AND APPLICATION RATES PROVIDED BY THE
MANUFACTURER, SUPPLIER AND AS SPECIFIED BY THE DIVISION OF WATER QUALITY.
III) THE PERMITTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QUALITY AND POSTED ON
THEIR "NORTH CAROLINA DIVISION OF WATER QUALITY APPROVED PAMS/FLOCCULANTS LIST" FOUND ON THEIR WEB SITE AT: HTTP://PORTAL.
NCDENR .ORGLWEB/WG/WS/SU .
IV) THE PERMITTEE MUST ROUTE STORM WATER TREATED WITH POLYMERS, FLOCCULANTS, OR OTHER TREATMENT CHEMICALS THROUGH
SEDIMENT TRAPPING, FILTERING, AND/OR SETTLING DEVICES(S) TO ENSURE ADEQUATE REMOVAL OF SEDIMENT FLOCCULENT PRIOR TO
DISCHARGE TO SURFACE WATERS.
d. DISCHARGE REQUIREMENT - DISCHARGES MUST MEET THE STATUTORY REQUIREMENTS OF THE SEDIMENT POLLUTION CONTROL ACT AND
UTILIZE THE PROVISIONS OF SECTION 6.74 OF THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL TO ASSURE THAT
BUFFERS AND VEGETATED AREAS WILL BE USED TO REDUCE THE POTENTIAL FOR VISIBLE SILTATION OUTSIDE OF THE 25% BUFFER ZONE
NEAREST THE LAND DISTURBING ACTIVITY.
5. DISCHARGES TO SPECIAL OR THREATENED WATERS
a. DISTURBED AREAS WITHIN ONE MILE OF AND DRAINING TO WATERS WHERE FEDERALLY -LISTED THREATENED OR ENDANGERED AQUATIC
SPECIES ARE PRESEN(SHALL BE LIMITED AT ANY TIME TO A MAXIMUM TOTAL AREA WITHIN THE BOUNDARIES OF THE TRACT OF20 ACRES.
THESE PROJECTS SHALL ALSO USE CONTROL MEASURES THAT ARE DESIGNED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH CRITERIA
SET FORTH IN L5A NCAC 048 .0124 - DESIGN STANDARDS IN SENSITIVE WATERSHEDS. THE DIVISION OF WATER QUALITY MAY REQUIRE
ADDITIONAL/ALTERNATIVE PROTECTION MEASURES OR REQUIRE COVERAGE UNDER AN INDIVIDUAL CONSTRUCTION NPDES STORMWATER
PERMIT. OTHER MANAGEMENT PRACTICES MAY BE ACCEPTABLE IF THESE DESIGNS ARE SHOWN BY THE APPLICANT, TO THE SATISFACTION OF
THE DIRECTOR, TO PROVIDE EQUIVALENT PROTECTION.
b. CONSTRUCTION ACTIVITIES IN HIGH QUALITY WATERS ZONES REQUIRE QUICKER GROUND STABILIZATION PROVISIONS AS SPECIFIED IN
SECTION II.B.2.13. OF THE PERMIT.
August 4, 2011
Major Elements of DWQ Construction General Permit
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (r)W Q) Construction
General Permit (1tiCG01) with emphasis placed on those elements that differ from the previous permit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should he used to assure hill
implementation. See:littp://portal.ncderlr.org/web/wq/ws,/su/constructiori
1) Ground Stabilization*
Site Area
Stabilization
Stahilirativn Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
Stabilization
Financially Responsible
swales. ditches
7 days
Mone
and slopes
7 Days
Sun (Optional)
• Iligh Quality
INSPECTOR
Name
Grater (HQw)
7 days
None
Zones
FRP/Permittee
I None, except for perimeters and HQW Zones
Agent/Designee
C/)
If slopes are 10, or
•Slopes steeper
7 days
less in length and aree
than 3:1
discoloration? (Y/N)
not steeper than 2:1,
Corrective actions should be performed as soon as possible and
W
14 days are allowed.
(YIN)
(Y/N)
7 -days for slopes
+ Slopes _3:1 or
14 days
greater than 50 feet
flatter
LU
in lcn2th
m
5
done
• All other areas
()
(except for
with slopes flatter
1.4 clays
perimeters and
than 4:1
Cn
117G' Zones)
s -Extensions of time may be approved by the permitting authority
based on weather or other sitz -specific conditions that make compliance
impracticable." (Section I13(2)(b))
The major change in the Permit from the previous one is the shorter
times to apply ground stabilization such as mulch. `cheat straw, or
grasses. ThoNC lawns and rules relating to the 5edimentAct require,
in most places, ground stabilization within 21 days. Based on the new
PJIA requirement-, and 9 -months' work with a pentiit advisors, group,
C:T?.G, the Division and EPA -developed permit. now contains
requirements fur :'round cover within 14, and in some places, 7 da4•s.
2) 13nil(lll1y %N aster Har(iline;
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes must be located 50' from stone drains and streams
unless no reasonable alternatives available.
• Earthen -material stockpiles must be located 50' from storm
drains and streams unless no reasonable alternatives
available.
• Concrete materials must be controlled to avoid contact with
surface waters, wetlands, or butfzrs.
3) Discharges to Federally -listed Waters
• Requirements are the same as in previous permit.
• The permit alloses reduction from the 20 acre minimum if
the Director of DWQ determines that other- D f?s provide
equivalent protection.
1
© COPYRIGHT 2017 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.
DEMLR Monitoring Form Rev. 08012013 Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCGO10000
AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name
Rain Amt (inches)
Daily Rainfall Required, except for
Holidays or Weekends. If no rain,
indicate with a "zero"
Land Quality or Local
Date
T
GROUND STABILIZATION TIMEFRAMES
Program P roj ect #
Stabilization
Financially Responsible
Perimeter dikes, swales and slopes
County
None
Part FRP 1 Permittee
7 Days
Sun (Optional)
Slopes Steeper than 3:1
INSPECTOR
Name
Employer
Inspector Type (Mark)
X
Address
FRP/Permittee
I None, except for perimeters and HQW Zones
Agent/Designee
C/)
Phone Number
Email ATd—re-ss
PART 1A: Rainfall Data
Day/ Date
Rain Amt (inches)
Daily Rainfall Required, except for
Holidays or Weekends. If no rain,
indicate with a "zero"
M
Date
T
GROUND STABILIZATION TIMEFRAMES
W
Stabilization
Th
Perimeter dikes, swales and slopes
F
None
Sat (Optional)
7 Days
Sun (Optional)
Slopes Steeper than 3:1
PART 1C: Si nature of Insvector
PART 16: Current Phase of Proiect
Phase of Grading X
check the applicable box(es)
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of existing ground cover
Completion of any phase of grading of slopes or fills
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
By this signature, I certify in accordance with the NCGO10000 permit & G.S. 113A-54.1 that this report is accurate and complete to the best of my knowledge.
Financially Responsible Party / Permitee or Agent / Designee
Measure ID or Operating Any Repair
Location and Properly? or
Description (Y/N) Maintenance
Needed?
1N
Date
Proposed Actual Significant
Dimensions Dimensions Deviation from
L Plan? (YIN)
GROUND STABILIZATION TIMEFRAMES
Site Area Description
Stabilization
Timeframe Exceptions
Perimeter dikes, swales and slopes
7 Days
None
High Quality Water HQ Zones
7 Days
None
Slopes Steeper than 3:1
7 Days
If slopes are 10' or less in length and are not steeper than 2:1 14 days are allowed
Slopes 3:1 or flatter
1 14 Das
1 7 days for slopes greater than 60' in length
All other areas with slopes flatter than 4:1
1 14 Days
I None, except for perimeters and HQW Zones
"For an editable copy of this form as a Word doc and other information, see http:l/portal.ncdenr.orq/web/Ir/erosion
DEMLR Monitoring Form Rev. 08012013
Page 2 of 2
PART 2A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD_
Erosion and Sedimentation Control Measures Inspected
Inspection Describe Actions Needed Date
Date Corrective actions should be performed as soon Corrected
as possible and before the next storm event
Measure ID or Operating Any Repair
Location and Properly? or
Description (Y/N) Maintenance
Needed?
1N
New Measures Installed "`
Proposed Actual Significant
Dimensions Dimensions Deviation from
L Plan? (YIN)
Any Increase Any
Stormwater
Sedimentation
in Stream
Visible
Any visible oil
Date
Corrected
Quality
Land ualit within 24 Hours
Discharge
Outfall
in Streams,
Turbidity
Erosion
sheen, floating or
http://portal.ncdenr.org/webilr/division-contacts
"New erosion and sedimentation control measures installed since the last inspection should be documented here or by initialing and dating each measure or
practice shown on a copy of the approved erosion and sedimentation control plan. List Dimensions of Measures such as Sediment Basins and Riprap Aprons
PART 213: STORMWATER DISCHARGE OUTFALLS (SDOs): SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
Stormwater Discharge
Outfalls Inspected
Inspection
Report Visible Sedimentation to streams or wetlands to Date
p
Any Visible
Any Increase Any
Stormwater
Sedimentation
in Stream
Visible
Any visible oil
Date
Corrected
Quality
Land ualit within 24 Hours
Discharge
Outfall
in Streams,
Turbidity
Erosion
sheen, floating or
http://portal.ncdenr.org/webilr/division-contacts
ID or
Wetlands or
from
below
suspended solids or
C/)
Describe Actions Needed
Location
Outside Site
Discharge?
SDO?
discoloration? (Y/N)
Z
Corrective actions should be performed as soon as possible and
W
Limits? (Y/N)
(YIN)
(Y/N)
J
'�� CARO `'%
W
before the next storm event
J.CHURCH
O
LU
= L =
m
5
U)
()
Ni�`G-t
C001
J
W
C�
III1 1w11
Cn
06/05/2017
z
Q
J
W
;,•SEC PA,
W
•.
'C�O�PD��T• I
Q
PART 2C: GROUND STABILIZATION Must he recorded after each Phase of Gradina
Areas Where Land Disturbance Has Been Time Limit for
Completed or Temporarily Stopped Ground Cover
7 days or 14
days
Is Ground Cover
Sufficient to Inspection Describe Actions Needed Date
Restrain Erosion? Date Corrected
YIN
REVISIONS:
W
J
C)
B EC
TERAMORE EROSION CONTROL CONTACT
CHAD GANTT - PROJECT MANAGER [phone]
Major Elements of DWQ Construction General Permit- Continued
4) Inspection',
• Same w;-ckly inspection requirements
IF Sarnc rain Lauge & inspections after 0.3" rain t+cn(
• Inspections are only required during --normal business
hours"
• Inspection reports must be available on-site during
business hours unless a site-specific exemption is
approved.
• Records roust be kept foe 3 years and available upon
request.
• l.lectronically-available records may be substituted
under certain conditions.
5) hnplementatiun ot" Very Permit Conditions
• Projects permitted under tilt: previous permit can
continue to follotw, [lie pre'Ootisly-pennilted conditions.
• C'omplew applications received prior Io .kugusl 3, 2011
can lollow conditions of approved application-
• Applications received after August 2, 2011 must comply
with neve permit conditions.
August 4, 2011
6) Conditions in Frosion & Sedimentation Control Plans*
Designation on the plans where the 7 and 14 -day ground
stabilization requirements of the NPDES permit apply
Designation on the plans where basins that comply with the
surface -withdrawal requiremenis of the N13DE5 permit are
located.
7) Building Waste%Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes located 50' from storm drains anti streams unless
no reasonable alternatives are available.
• Earthen -material slockpilcs located 50' from storm
.trains unless no mason rblc alternatives available,.
• Concrete materials must be controlled to avoid contact
with surface waters, wwteilands. or buffers.
8) Sediment Basins
• Outlet structures must withdraw from basin surface
unless drainage area is less than 1 acre.
• 1. -se only DWQ-approved llocculants.
* In order for the E&SC Plan to satisfythe conditions efthe Construction Genera] pemmit, it must identify areas where the ground stabilization requirements apply and Uwe
location of the basinswhere here the surface-widmdrawal requirements apply.
Document prepared by the Division of Water Quality
PREPARED FOR:
TERAMORE DE
PO BOX 6460
THOMASVILLE,
91 U
LL1 LoZ
Z COY
W CID
Of U it
w
3: O
LLJ
J U)
W
m
me
U
NOTES
H
Z
0
U
0
0
W
C)
W
REVISIONS:
W
J
C)
B EC
NWN
W
J
a_
0
W
SHEET SIZE:
:NGINEERING I PLANNING I ENVIRONMENTAL
24"x36
W
C/)
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
�J-J
Z
W
W
Q
U
J
'�� CARO `'%
W
J.CHURCH
O
LU
= L =
m
5
U)
()
Ni�`G-t
C001
J
W
C�
III1 1w11
Cn
06/05/2017
z
Q
J
W
;,•SEC PA,
W
•.
'C�O�PD��T• I
Q
U
NCBELS#C-3448:
co
r �_/ f 'C APO'•��
r
L
O
0
91 U
LL1 LoZ
Z COY
W CID
Of U it
w
3: O
LLJ
J U)
W
m
me
U
NOTES
H
Z
0
U
0
0
W
C)
W
REVISIONS:
J
NWN
H
0
z
t
W
SHEET SIZE:
24"x36
W
DATE:
04/10/2017
>_
PROJECT NUMBER:
U
3160092016
Z
W
DRAWN BY:
J.EDWARDS
Q
APPROVED BY:
J.CHURCH
O
SCALE: LL
NTS (H)
0
(V)
U)
Q
SHEET: UJ
C001
J
W

\ \ CURVE DATA \WE
0 L=109.10'CH=N25°14'13"E107.66'
6 A0
I \ \ I \ CARSON DkIIVE --6(r PUJ LIC 11— �T_ \
\ \ I \ \ PLAT BOOK 17, PAGF\19�
/
_EDGE OF GRAVEL -_
1 --- ----- \/ /
It
PIPE------- \------\---------------- \ �----- c-----✓ % — — /' \ I I I
� \ E�GEOFGRAVEL \
C.E. WEAL
UNKNO�",N D ED REFE NCS I I I
\ \ \
1 \ uTIUTY \ \ _ — L a" REBAR LOT;17 - PIB. 17„ PG. 195 /
\ /
\\ \ \ I\ POLE _ _ — — , — / I SPT \ / I I iTAXIZOt ED: RS4Q 1��//
/
\ \ o l \o 0.
\ \ OI 9 I I 1 1 1 1 1 1 1\\\\ I I I\ \ 1 1
/ \ ® MIKE & GINGER H. MARTIN CO
/ NV=894.81 I \ I I z WELL D.B. 2117, PG. 4565 I
04
LOT 6 - P.B. 17, PG. 195 Lo
00
INV=8951 '04
n TAX ID #6980-29-0014.00
/ \ Q ZONED: RS40 O I EXISTING STRUCTURE TONE / / I
/ I 1 \ \ \ REMOVED
\ r 1\d I Z
I I a I \ I � I / OLD
l �\ IJV=896.29 SHED
PIPE 9`s\ 4, PIPE
FOUND \ FOUND
; I \
I i \ N55' 48' 08"E - 198.90' / / / / I I I �. Lo
C-0
A//
V=895.96 / I / / / I I I I I ,
N1 P. E FOPID-qAD 83
/ IPE FO N- /
17 N-1,682,142 4 % r
v 1 I III I v&��cn
�/Il
o z
T!A
N.C. GRID NAD 83 I I M
/ 4,'PIPEFOUND WI
I N=908,873.72' o Z
I / E=1,682,026.43' I I I II / / / / / / / / / / / / /
/ � / \ o �!II III /111 I��II
EXISTING UTILITY POLE TO BE / / / / / /' /�� / / / / / / / / `n'
RELOCATED (COORDINATE WITH
/ I PROVIDER)
9 u CfY / / / / / / / / / /, \ II II
/ / / / / / / / \ \ �I► J / I IIIIII
— P CLE / / / / / / / ZONE RS -40 _� - — / / / , - N54' 26' 53"E - 100.91' , - _ - — N5T 15' 34"E - 103\6�' /� III II
/ / / T �� -- ter_ _ - -- -- -- - / I n/
yP—P P/ P _—P P / P I 9 // // I r1 \\ \, I I\ _ia IPE \\ illl/
I 1'. PIPE I I \ FOUND \ / PIP l III I I
/ J /// \ \ FOUND I \ I I
I // /J / \ 2 I % I \F�"�'�IIIIIIIII% I
\ \ I 1 / / / IIII \ \ x—xl—X_— I � ,�--� —/ �IIIIIIIIII I
SUE ANN MARLER \ \ \ \ /= I J I I I I I I I I
I 1 I /i / III I
SUEIANN MARLER I \ D.B. 'i P.B.PG. G. _
— \ x PG. 119 I \\ /
D3,11743, TAX ID #6980-29-4073.00
LOT 2 - P.B. 17, FG. 195
TAX &6980-28-z965.00
II \\ ZONED: S40
ZgNED.
\ I 898 / I I I/ 1 I I I I'� I I \ \ \,11►1i1/ I� r
_��
INV=5.84
/
N
/
/
"��
r
I
j I INV=894.9 / ' / •Z
I I
Q
0' / / I /^I I 1 $" REBAR 11 '
I f I / SET I� \
I I / I /
/ 0
/ w
W / �/ � i I I l I I ' I N70A 51' 35"E \
1 16.45' r \\
1
v POLE J \\ I' N.C.DOT R/W 1 \
PD / II MONUMENTI
/ OVERHErp i FOUNDI '
VAI S / / a _ P UTIl1TylINES
/ P \
MAG NAIL \� _ /—�� ROAD R/W \ I W
SET/ �� — P �� I I / N21. 59' 29"W o
w / _�sJ \ �� \ _ `_ _ L P �P \ 19.11' v
w ST
w \\ r` J` O
p j / / ST — s7 � 15" RCP w w w \ — — — — FIRE HYD.
w w� & VALVE r a /V69-"
INV=886.44 ! / \�w_A�Ri 4 82.,rjr,
/ INV=892.tELEW'S CREEP( ROAD - JS.R. 1965) / � CURV _\ r,.
i // R=604.13'\\w —w
/ VARIABLE WIDTH PUBLIC F MM ,$90" L=169.10' /PROD �°C3 AVE"E 4—
n
/ /
/ _ ✓ / / / / / / CH=S61°28'46"lti' / FOUND i w x
/ /
168.55' / / N C.DOT R/W �
/ DGE OFPAVEMENT i /
s� 15
MONUMENT /
ST �— wV=69, 49 — _ \ 1s^ROP\ — as MON FOUND
4-
'o
ROAD EDGE OF /
INV=816.93
—
ROAD R11
— — —
UTILITY R
POLE �OAD
P
1 IN�479.5
1 �
� P
"CMP P
'.�ST �a a
i 1 W 8^ TP�ir —
w
+ �p INV=879.58
+ I
-..�
!,'W=879 59
© COPYRIGHT 2017 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 ISA VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
LEGEND
— — PROPERTY LINE
loo EXISTING CONTOURS
rc-1PROPOSED CONTOURS
SETBACK
P OVERHEAD ELECTRIC
W EX. WATER
/I
ILETIN
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
U
LLI LoZ
Z coY
W CC)
olf U 4t
w
3: O
LLJ
J U)
W
m
Pei
U
G CONDITIONS
H
Z
O
O
LL
0
U)
W
REVISIONS:
W
J
cn
B EC
LLJO
W
J
a_
��ti
O
f�,.
SHEET SIZE:
:NGINEERING I PLANNING I ENVIRONMENTAL
24"x36"
W
C/)
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
�J.J
Z
W
W
,y111111Il+++7J
CAF? �/`'f,
U
W
.��
¢
W
L
m
(V)
U)
N C C\A
SHEET: LJJ
/��7+IIIIl11 kyr
Cn
06/05/2017
z
Q
Mfr
1
:NCBELS#C-3448'-
U)
N
a
O
c aRQ'
,
z
U
LLI LoZ
Z coY
W CC)
olf U 4t
w
3: O
LLJ
J U)
W
m
Pei
U
G CONDITIONS
H
Z
O
O
LL
0
U)
W
REVISIONS:
J
LLJO
Z
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
�
PROJECT NUMBER:
U
3160092016
Z
W
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
O
SCALE:
1" = 30' (H)
(V)
U)
SHEET: LJJ
C002
J�
�W
I..f_//

24" STOP BAR - WHITE ^t
NCDOT STDS. 1205
NCDOT PAVING SEE
DET. 1/C901
N.C. GRID -NAD 83
4" PIPE FOUND
N=908,873.72'
E=1,682,026.43'
J
m
a
0
c�
�n
m
a
V
2
Z
CONCRETE FLUME -
SEE DET. 6/C901
ROAD RNV
CURVE DATA
R=193.70'
L=109.10'
CH=N25°14'13"E
107.66'
REBAR
CARSON DRIVE - 60' PUBLIC RIW ,, -' // \ SET
�.` PLAT BOOK 17, PAGE 195 """"'"�` / /
_-- _----- EDGE OF GRAVEL- "�
/ /^
z'PIPE ----------_____-------- "
FOUND - EDGE OF GRAVEL /
rr /
r ROAD RIW / C.E. NEAL
j- - - - - UNKNOWN DEED REFERENCE
r - - - - $" REBAR �P�,�` / \ \ LOT 17 - P.B. 17, PG. 195
SET \ \ TAX ID #6980-29-2321.00
ZONED:RS40
x (6
\ O•
01 I \
MIKE & GINGER H. MARTIN 3 \
D.B. 2117, PG. 4565
LOT 6 P.B. 17, PG. 195 I 0 \
NI \
� TAX ID #6980-29-0014.00 'clo 10
71) ZONED: RS40 0 \`S
I�
;d- I \�� l \s.
z
z, \��89
\�
4" PIPE 4" PIPE I m) \ \
FOUND FOUND w
M
- - x - x- _x x xx U) \
N55' 48' 08"E - 198.90' \
\
15'BUFFER \ \ I
r--- �� I
I
10'X70' SIGHT II I I Q� \ N.C. GRID -NAD 83
TII ;414
\ I Z
TRIANGLE ' PIPE FOUND
I I � \ I N=909,202.25'
40' SETBACK I \ \ I E=1,682,422.94
I DEPRESSED CURB 10
N I \
I SEE DET. 5/C901 21I m
IW A \
PAVEMENT MARKINGS TO 12'x 18' DUMPSTER I Y SETBACK J
BE WHITE AND TO MEET
NCDOT STDS. 1205
4" DOUBLE
YELLOW LINES
ENCLOSURE SEE
DET. 4/C901
. v
a
.a
LL o
a -
O • , •
STANDARD DUTY
ASPHALT SEE
DET. 2/C900
DOLLAR GENERAL
9,100 SQ. FT.
F.F.E. = 895.00
BOLLARDS
I w
Ico
NI N
575' OF 6' SHADOW O M
BOXWOOD FENCE . r
ISEE DET. 4/C903
L ZONE RS -40 _ _ N54' 26' 53"E - 100.91' _ _ �- ---N57* 15' 34"E - 103.62' -
ZONE LB I
I I
15' B FER11'PIPE I Z' PIPE PIPE
I I
FOUND I FOUND I D FOUNI
I I
x- x- x I
SAFETY FENCE I
m SEE DET. 5/C903 I SUE ANN MARLER
40' SETBACK w I D.B. 1743, PG. 119 I I
Ln I SUE ANN MARLER LOT 1 - P.B. 17, PG. 195 I
D.B. 1743, PG. 119 I I
� I I TAX ID #6980-29-4073.00
I
LOT 2 - P.B. 17, PG. 195
TAX ID #6980-28-3965.00 ZONED: RS40
=RY RAMP
ZONED: RS40 I I
I I I
T.2/C901
�x
,l
BELEW'S CREEK ROAD - (S.R.1965)
`- CURVE DATA
-vv
PROPERTY LINE
VARIABLE WIDTH PUBLIC RIW
R=604.13'
L=169.10'
1" ROD _ EDGEOFPAVEMENT
PROPOSED CONTOURS
- -
CH=S61 °28'46"W
FOUND
1
1
SS
168.55'
N.C.DOT R/W
1
W I
I
TV
TV CABLE
a MONUMENT
O
I
70"D_
U
FOUND
I d'
L J
C/)
EDGEOFPAVEMEN7
1 tp
1
WILKESBORO, NC 28697
_
336.844.4088 http://brec.biz
LU
z
W
W
`���1tiPrrlrrrr
CARO
ROApRii�
I
NII
MI/
© COPYRIGHT 2017 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.
LEGEND
U)
W
- -
PROPERTY LINE
loo
EXISTING CONTOURS
rc�
PROPOSED CONTOURS
- -
SETBACK
P
OVERHEAD ELECTRIC
SS
EX. SANITARY SEWER
W
EX. WATER
TV
TV CABLE
NCDOT PAVING
STANDARD DUTY ASPHALT
HEAVY DUTY ASPHALT
GENERALNOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION, ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
BORROW SITE.
PARKING AND PAVEMENT NOTES
1. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC DEVICES, 2012 EDITION AS AMENDED.
2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WHITE ON ASPHALT IN NCDOT ROW.
3. ALL DIMENSIONS ARE TO FACE -OF -CURB UNLESS INDICATED OTHERWISE.
4. ALL CURB RADII ARE 5' UNLESS OTHERWISE INDICATED.
5. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC
CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE.
7. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.
8. CONTRACTOR SHALL SAW -CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.
CONTRACTOR SHALL SAW -CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED
BY INSPECTOR TO INSURE POSITIVE DRAINAGE (TYPICAL AT ALL INTERSECTIONS).
9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN
CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FOR
CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR.
10. CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
11. ALL EXISTING ON-SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF-SITE,
INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON-SITE SHALL BE IDENTIFIED
TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS.
12. ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEE
DETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS).
13. ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL
SIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF
ANY SIGN.
DOLLAR GENERAL PAVEMENT NOTES:
1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE OR DECREASE WITH VARIOUS
SOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE
COMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL
REQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT
OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE. THEY SHALL BE REMOVED AND
REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEO-TECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY
GEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST
BE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R
(GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
g 0
U
LLI L0Z
Z coY
W CC)
olf U 4t
w
LLJ
� O
J U)
W
m
me
U
TE PLAN
I..I.
U)
W
REVISIONS:
W
J
cn
B EC
NwN
W
J
a_
�ti
��
��
U
:NGINEERING I PLANNING I ENVIRONMENTAL
24"x36"
L J
C/)
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
PROJECT NUMBER:
336.844.4088 http://brec.biz
LU
z
W
W
`���1tiPrrlrrrr
CARO
U
W
J.CHURCH
O
_
W
L
m
_ 5
SHEET: ui
_
J
w
rrrrrPPlll}�� ��
U)
06/05/2017
z
Q
J
1111111IIIIII40,
;,•SEC,
D��• I
.•''
Q
U
NCBELS#C-3448
U)
CAR
z
•.
��IIIIlI1111.1•
O
g 0
U
LLI L0Z
Z coY
W CC)
olf U 4t
w
LLJ
� O
J U)
W
m
me
U
TE PLAN
I..I.
U)
W
REVISIONS:
J
NwN
O
z
w
SHEET SIZE:
24"x36"
L J
DATE:
04/10/2017
>_
PROJECT NUMBER:
U
3160092016
z
W
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
O
SCALE:
1" = 30' (H)
Lu
(V)
U)
SHEET: ui
C100
J
w

N.C. GRID -NAD 83 I I I
/ 4" PIPE FOUND 1 ..
N=908,873.72' a�
/ E=1,682,026.43'
/ ►Ilwi
j /
/_cL/ \
\ Ln
\ /II
z 11
�` II
\ II
�� II
INV=5.84
/ I
o;
/ f�
/
j I INV=894.9
I I I
I / I
I I I
/c
j g�
I
/
slow
\ \ \ \ CURVE DATA
I�
o \ L=109.10'
1 / \ CH=N25°14'13"E
107.66'
i1 I j j/// J''REBAR \\�
\ \ ARSON �kIIVE --6(r PUJ L1C�11- _ _ _ _ _ _ ,,' / / / \, \ 9,E _ \ I
\ \ PLAT BOOK 17, PAGE 19,5-
_EDGE OF GRAVEL
\ z' PIPE------- \� ------\ENGEO--F---
GRAVEL-- ------- \ --- \ --- c-----�✓
��
,00
000,
/ \ \ ` I C.E. HEAL
NCIZ I I I
! - - - - - / \ I UNKNOVN DEID
T BAR \ P�--'000'
\ \` \ o I I ILOT 17 #9/80129 2311 Oji/
` - I \ y s� \ \ \ 1 \ I TAX ID
ZOt ED: RS4J
`Ooh x o r\ � \ \` \ / � / \s�o• I I I I \ .�\/ / ( � III \
\ I MIKE & GINGER H. MARTIN I I CO
I
00
D.B. 2117, PG. 4555 I "col `
N 29 0014.00 LOT 6 - P.B. 17, PG. 195 I \ / I 10' EME GENCY SPILLWAY \ I
s\1 \ TAX ID #6980 \ IELEV. =77.30 TO BE LINED I \ I I \ I 1 \
� \ ZONED: RS40 p
00
I / `/ I �??I /WITH CLIASS B RIPRAP I \ \I\ \ 1 I \
r1 z
OUTLET S'TRU TURE
\8 SEE DET. 31C9
U \ \ \ \ I
( 3" PIPE 9`s\ 4, PIPE
c \ FOUND \ FOUND
N55' 48' 08"E - 198.90' \ / / / / / / `bc�� qy/ ' / I I I I I \ I
�/ 15 �l l F�`ERe\ + / / '� / 18" HDPE'INd. = 871.00 \ I II I &O� \ /
96 / \ \ / / / CLASS BRI RAP /
- � / / I ` I `I I I) �l.C. GRID-h�AD `33 /
YARD INLET -1 / / /15" HDPE INV. OUT - 887.50 / / / / I / \I I I I / 'j" -PIPE FOUND 7
I \ / / / / I N=909,202.25
RIM : 886.75_ / / I ' 7 i 1 682,422.94 ) /
t
I I
0) I \I' \ / 15" HDPE INV IN : 883.75 / / I / / / / / / 4� AL, x 9'W
I ` \
I°' 1 \ 40' SETBACK _y�" Uaa INV�88��65 / / / /
I I I\ I I BIN / 8" PVC INV. IN : 883675 / o o I / / / / / / / / / /SEE DETP7 C902 TIdN
I CUR LET a C�
31 I I I
RIM: 892.85 7 / / / / SAND FILER
15"HDPE IM IN :888.50 SEE DET. 2/C902
15" HDPE IPPV OUT: 888.40 I / �/ / / pIPE 3 / � / �/ / / •J \ \ \ \ / 1 I I I I
/ I /
z / // ��`' ole I)1/ ll�llllll
I' PIPE -2- I / 575'OF6'SHADOW O eJ,ll III /
894 / / / / SEE DET.BOX
4 C903 FENCE � / � IrN I �
// / /; / L I�IIIIIII�I I/
ZONE RS - - / _ N5s 26' 53;E - 100.91' . _ _ l _ Nt�T 15' �4_"E - 103\62' - - ^ll II /1/11111/1 IIIII II I
Z�sI/`
� t � �; o • •" � � � � \ I \ \ \ � , �- Al
\ I 8� P t $• .• 1 �' BUFFER \ 2" PIPE 1 I \ FOUND \\�` PIPE I L/ PIP1=1
FOUND \ I II
I o I / «� age / •. a� / \ \ F�uI�r�1
I I
x-xl---x_- I ��� -� -/ JIco II III
I 4 S B CK co SUE ANN MARLER \\ \ /
• b a I \ D.B. 'i 743, PG. 113
89s u, I SUEI174 MARLER \ LOT 1 - P.B. 17, PG. 195,
Z \ x LOT. 6.11PB3,17,PG.
PG995 I \ \ 1 11 I \ I I I
I TAX ID #6980-29-4073.00
RS4073.00
w / �� o� a I II TAX ID`#6980 28 :.'965.00
I I j j �/ � / I I \ ZONED: RSco 10 0
40 \\
w I I x
a I ni
/ -1.50/
I� I
/ ��° 4�2 4 DOLLAR GENERAL I 3 I
4
9,100 SQ. FT. 00 O° °°
a ' co F.F.E. 895.00 I \ I \ \ \
�
I� E I W 04 6 \
0
/ I / CLEANOUT I o \ I\
SEE DET. 3/C903
-3.4% / / 8 - 8" PVC ROOF $" REBAP I Ih \
/ o f DRAINS / / i I SEL 1 \\
/ o I L
CURB INLET - 1 -1111
-RIM: 892.65 I Q �� �Ro So ll \
15" HDPE INV OUT: 9.50 II ^ N\i 5116.45' \
I�TI 300 8846 II I � � \
WMtC,DOT RIW I � I I N \
ONUMENT
))
VARI^+BLE WIDTH PUBLIC RIR. $go'
L=169.10' /'f`ROD
°28'46"W � FOUND
/ I
/ f
I
/
\
III I
III I
III I
N.C. GRID -NAD 83 I I I
/ 4" PIPE FOUND 1 ..
N=908,873.72' a�
/ E=1,682,026.43'
/ ►Ilwi
j /
/_cL/ \
\ Ln
\ /II
z 11
�` II
\ II
�� II
INV=5.84
/ I
o;
/ f�
/
j I INV=894.9
I I I
I / I
I I I
/c
j g�
I
/
slow
\ \ \ \ CURVE DATA
I�
o \ L=109.10'
1 / \ CH=N25°14'13"E
107.66'
i1 I j j/// J''REBAR \\�
\ \ ARSON �kIIVE --6(r PUJ L1C�11- _ _ _ _ _ _ ,,' / / / \, \ 9,E _ \ I
\ \ PLAT BOOK 17, PAGE 19,5-
_EDGE OF GRAVEL
\ z' PIPE------- \� ------\ENGEO--F---
GRAVEL-- ------- \ --- \ --- c-----�✓
��
,00
000,
/ \ \ ` I C.E. HEAL
NCIZ I I I
! - - - - - / \ I UNKNOVN DEID
T BAR \ P�--'000'
\ \` \ o I I ILOT 17 #9/80129 2311 Oji/
` - I \ y s� \ \ \ 1 \ I TAX ID
ZOt ED: RS4J
`Ooh x o r\ � \ \` \ / � / \s�o• I I I I \ .�\/ / ( � III \
\ I MIKE & GINGER H. MARTIN I I CO
I
00
D.B. 2117, PG. 4555 I "col `
N 29 0014.00 LOT 6 - P.B. 17, PG. 195 I \ / I 10' EME GENCY SPILLWAY \ I
s\1 \ TAX ID #6980 \ IELEV. =77.30 TO BE LINED I \ I I \ I 1 \
� \ ZONED: RS40 p
00
I / `/ I �??I /WITH CLIASS B RIPRAP I \ \I\ \ 1 I \
r1 z
OUTLET S'TRU TURE
\8 SEE DET. 31C9
U \ \ \ \ I
( 3" PIPE 9`s\ 4, PIPE
c \ FOUND \ FOUND
N55' 48' 08"E - 198.90' \ / / / / / / `bc�� qy/ ' / I I I I I \ I
�/ 15 �l l F�`ERe\ + / / '� / 18" HDPE'INd. = 871.00 \ I II I &O� \ /
96 / \ \ / / / CLASS BRI RAP /
- � / / I ` I `I I I) �l.C. GRID-h�AD `33 /
YARD INLET -1 / / /15" HDPE INV. OUT - 887.50 / / / / I / \I I I I / 'j" -PIPE FOUND 7
I \ / / / / I N=909,202.25
RIM : 886.75_ / / I ' 7 i 1 682,422.94 ) /
t
I I
0) I \I' \ / 15" HDPE INV IN : 883.75 / / I / / / / / / 4� AL, x 9'W
I ` \
I°' 1 \ 40' SETBACK _y�" Uaa INV�88��65 / / / /
I I I\ I I BIN / 8" PVC INV. IN : 883675 / o o I / / / / / / / / / /SEE DETP7 C902 TIdN
I CUR LET a C�
31 I I I
RIM: 892.85 7 / / / / SAND FILER
15"HDPE IM IN :888.50 SEE DET. 2/C902
15" HDPE IPPV OUT: 888.40 I / �/ / / pIPE 3 / � / �/ / / •J \ \ \ \ / 1 I I I I
/ I /
z / // ��`' ole I)1/ ll�llllll
I' PIPE -2- I / 575'OF6'SHADOW O eJ,ll III /
894 / / / / SEE DET.BOX
4 C903 FENCE � / � IrN I �
// / /; / L I�IIIIIII�I I/
ZONE RS - - / _ N5s 26' 53;E - 100.91' . _ _ l _ Nt�T 15' �4_"E - 103\62' - - ^ll II /1/11111/1 IIIII II I
Z�sI/`
� t � �; o • •" � � � � \ I \ \ \ � , �- Al
\ I 8� P t $• .• 1 �' BUFFER \ 2" PIPE 1 I \ FOUND \\�` PIPE I L/ PIP1=1
FOUND \ I II
I o I / «� age / •. a� / \ \ F�uI�r�1
I I
x-xl---x_- I ��� -� -/ JIco II III
I 4 S B CK co SUE ANN MARLER \\ \ /
• b a I \ D.B. 'i 743, PG. 113
89s u, I SUEI174 MARLER \ LOT 1 - P.B. 17, PG. 195,
Z \ x LOT. 6.11PB3,17,PG.
PG995 I \ \ 1 11 I \ I I I
I TAX ID #6980-29-4073.00
RS4073.00
w / �� o� a I II TAX ID`#6980 28 :.'965.00
I I j j �/ � / I I \ ZONED: RSco 10 0
40 \\
w I I x
a I ni
/ -1.50/
I� I
/ ��° 4�2 4 DOLLAR GENERAL I 3 I
4
9,100 SQ. FT. 00 O° °°
a ' co F.F.E. 895.00 I \ I \ \ \
�
I� E I W 04 6 \
0
/ I / CLEANOUT I o \ I\
SEE DET. 3/C903
-3.4% / / 8 - 8" PVC ROOF $" REBAP I Ih \
/ o f DRAINS / / i I SEL 1 \\
/ o I L
CURB INLET - 1 -1111
-RIM: 892.65 I Q �� �Ro So ll \
15" HDPE INV OUT: 9.50 II ^ N\i 5116.45' \
I�TI 300 8846 II I � � \
WMtC,DOT RIW I � I I N \
ONUMENT
))
VARI^+BLE WIDTH PUBLIC RIR. $go'
L=169.10' /'f`ROD
°28'46"W � FOUND
�D�
AVE E\ �
/ N7� ,
j
'
CH=S61
/
/
/ 8"CMP
/ DG� F,g/{VEMENT � �
168.55'
/
/ N C.DOT RIW
�. � �� sr � sr !a
/ S7= - - _ _ -�
89i?ra -
-�15, Rc� �6 - / /
MENT
/ aa5,MON FOUND
_
40l
\
INo _ - _
\ \ - INV=485-U - - - - -/
15 INCH CORRUGATED HDPE PIPE
a.
ROAD RMI
7.
EDGE OF /
--
tp NV=879.58
PIPE - 3
INV=866.93
139.37'
PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL AND
C3/
TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.
YARD INLET -1
RIM = 886.75'
INV IN = 883.75'
INV OUT = 883.65'
INV=892.24
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
W
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO
SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF
W
RdV=879.59
7L-
W�879.5
STRUCTURE TABLE
PIPE TABLE
CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK,
STRUCTURE NAME
DETAILS
PIPE NAME
SIZE
LENGTH
SLOPE
CURB INLET - 1
RIM = 892.65'
INV OUT = 889.50'
PIPE -1
15 INCH CORRUGATED HDPE PIPE
190.67'
0.51%
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
PIPE - 2
15 INCH CORRUGATED HDPE PIPE
93.61'
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7.
CURB INLET - 2
RIM = 892.85'
INV IN = 888.50'
INV OUT = 888.40'
PIPE - 3
15 INCH CORRUGATED HDPE PIPE
139.37'
PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL AND
WILKESBORO, NC 28697
TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.
YARD INLET -1
RIM = 886.75'
INV IN = 883.75'
INV OUT = 883.65'
3.
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
W
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO
© COPYRIGHT 2017 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.
LEGEND
- - PROPERTY LINE
loo EXISTING CONTOURS
rc� PROPOSED CONTOURS
SETBACK
GENERAL NOTES
1.
CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK,
2.
ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3.
ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4.
EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5.
CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
J
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
a_
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6.
ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7.
ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
24"x36"
BORROW SITE.
GRADING NOTES
1.
PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL AND
WILKESBORO, NC 28697
TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.
2.
AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED.
3.
CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
W
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO
SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF
W
THE FACILITY.
4.
ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE
O
SPECIFICATIONS.
5.
ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
6.
UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
DISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR.
7.
ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
8.
BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE -OUT AND MARK OUT THE ITEMS ESTABLISHED BY
THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION.
IU)
LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH
z
POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION.
9.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO STATEMENT
EITHER IMPLIED OR EXPRESSED REGARDING CUT/FILL QUANTITIES.
10.
ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE -ROLLED ENDS. ALL BANDS ARE
W
TO BE HUGGER TYPE.
11.
ALL STORM DRAINAGE PIPES SHALL HAVE 12" MINIMUM COVER.
11.
ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 6" BELOW THE FINISHED
r
FLOOR ELEVATION.
1 12.
ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH SOIL TIGHT JOINTS AND DUAL WALL FITTINGS OR APPROVED
1
EQUAL.
13.
ALL PIPE LENGTHS GIVEN ARE TO THE CENTER OF STRUCTURES.
I/ 14.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY BENCHMARKS SUPPLIED AS PART OF THESE PLANS.
/I
GRP
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
U
LLI LoZ
Z coY
W CC)
fj of U 4t
w
3: O
LLJ
J U)
W
m
Pei
U
DING PLAN
Z
O
O
U-
0
U)
W
REVISIONS:
W
J
cn
B EC
LLJO
J
a_
��ti
W
SHEET SIZE:
:NGINEERING I PLANNING ENVIRONMENTAL
24"x36"
W
`Q
v )
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
LU
z
W
W
I�ihlll+i!!/
W
APPROVED BY:
J.CHURCH
O
�Q
W
L -
m
_
U)
Gmle:
�7'N C
l77f1l111V11� 1,
IU)
06/05/2017
z
Q
`MSEC . P� '�� •,
W
• v©�P�R�, I
Q
NCBELS#C-3448
U)
O
CA
z
O
0
U
LLI LoZ
Z coY
W CC)
fj of U 4t
w
3: O
LLJ
J U)
W
m
Pei
U
DING PLAN
Z
O
O
U-
0
U)
W
REVISIONS:
J
LLJO
z
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
�
PROJECT NUMBER:
U
3160092016
z
W
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
O
SCALE:
1" = 30' (H)
(V)
SHEET: Lu
C200uj

\
\ \ INV=896.29
/ N.C. GRID -NAD 83
U)
W
PIPE FOUND
W
N=908,873.72'
a1
I E=1,682,0�6.43'
I 1 0
W
J
a_
/ -°-
/o
t�
/
0
\ / Ic
U
:NGINEERING I PLANNING I ENVIRONMENTAL
Q
W
DATE:
126 EXECUTIVE DRIVE -SUITE 220
Q
WILKESBORO, NC 28697
I\ II
336.844.4088 http://brec.biz
\ !I
z
INV=5.84
W
`Vj11111117�r�,
0
GARP �'%f
-Ss/
W
0
Lu
L AC
! i
W
/ 1
'
I I INV=894.9
J
/At C. G1�
\\
--------------------
U)
06/05/2017
z
I
I I I
o
Mfr
1
Lu
pop. :
J
NCBE LS#C-3448
a�
0
\
\
CURVE DATA
o \ \
o \
R=193.70'
L=109.10'
I /
/ \
CH=N25°14'13"E
�i
�i p /
107.66'
r
�,/��
/oGe
A
\
\ \ CARSON BRIVE 66' RU IC�IW -
\ \ \
�' ,'
REBAR \ \
/ / / \ SET \
\
\ \ INV=896.29
/ N.C. GRID -NAD 83
U)
W
PIPE FOUND
W
N=908,873.72'
a1
I E=1,682,0�6.43'
I 1 0
W
J
a_
/ -°-
/o
t�
/
0
\ / Ic
U
:NGINEERING I PLANNING I ENVIRONMENTAL
Q
W
DATE:
126 EXECUTIVE DRIVE -SUITE 220
Q
WILKESBORO, NC 28697
I\ II
336.844.4088 http://brec.biz
\ !I
z
INV=5.84
W
`Vj11111117�r�,
0
GARP �'%f
-Ss/
W
0
Lu
L AC
! i
W
/ 1
'
I I INV=894.9
J
/At C. G1�
C201
��`�
/j/11111111t���`
U)
06/05/2017
z
I
I I I
o
\&
:•:
A
--PLAT BOOK 17, /PAGF\193-
'— \ -- EDGE OF GRAVEL— --\
---�-- -------------------
' PIPE_ \ ---------------------------
--------- \----ECGEOFGRAVEL
C.E. PEAL /
UNKNOW^ N DEED REFERENCE
REBAR\ ` \ \\ \ \ / LOT 17 - FIB. 17, PG. 195
KT \ so ��,`�\ TAX ID #4980-29-23'21.00
ZOVED: RS40
\\—\--
cS
11x1\\ / \\ //
I x�\ � \ l\ l 1\ s�,o• V I I I\ \\ � l I I I I I \
\ of \ Ilo \ y\ 1 \s, I I 1 I \\\ I 1 \ \
I MIKE & GINGER H. N ARTIN \ 3 I / 1 / co
D.B. 2117, PG. 4565�9s
3:1LOT 6 P.B. 17, PG. 195 \ / I
N X ID #6980-29-0011.00 \ /
x
TA1 / I \��s II 1 1 1 1 1 1 I\ 1
ZONED: RS40 o
r I\� I \\\\\ \
I zT// I 1\ I I 11\ \\ \ \\\ \ 1 \
89s 3, PIPE -` Q
I PIPEFOUND \ \ FOUND I/
\ _ N55' 48' 08"E — 198.90' -- — — — / // // I II \\ I I\ \ I\ \ \
-15'BUF�-`ERS------
mac\ \-------- -� I I I I ���\ ) /
N I I I ) N/.C. GRID-qAD 33 /
FOUND y
N=909,202.2`1` /
/ I AI , =1,682,422.941 /
1— I 40 SETBAG�C — — i — / I I N / / / / / / / / / / J11
NJ
� // // / // '_j/� III
u O)I / /
40'SETBACK -I
LLLL
�y
I zl \ o I; I� 111 /11111�11i
wl1 1 / 1 1 / / / // / Im / /I / / / / / o�,o / / / / / / / / / � �1• ,I II / 11111 I
cy r-
0 III II 1�
ZONE RS -.40 N5,r 26' 53"E — 100_91 _ _ _ i / _—N57' 15 34"E — 103\_6_2
L/T LE
_ I 15' BUFFED I I PIPE \ I i /
% — — — — — —t — — -1 Z' PIPE I \ FOUND \ / PIPI=I I I
Jl/ \ \ \ 1 I FOUND I I \ \ \ FPU�'Q II
x—xL—x_–
�
SUE ANN MARLER I // %
- __�C� BACK — -- I I I I SUEIANN MARLER I \ D.B. P7463,1PGPG1 195 \ \ L 1 I I /
I \ ✓ I �/ / / / / / / / / / I I I I 1 I \ \ I I p.2 - P.B.PG. 119 I \ TAOX ID #6980-29-4073.00
//II 1 I I LOT 2ll�P'.. 17, FG. 195 / \ ZONED: RS40
Lu / I \ I 1 TAX IDY16980-28-3965.00
LL_1 / — I \ \ I ZONED: RS40
I
-00 1
LL_
// / IPRE-CONSTRUCTION -1 I I \ l l I/ I1 ► I I I I \\ 111111 / 1/ I / I/
I/ 01 / / I 4.06± ACRES I I \ I I I x I I I I o , \/ I II 00
I I//
I�, I I I 11 \\ / f I I I o
I I ,� \ I III I I o /
/ I / / / I II/ I 4 I II \ \ 111111111+I I I I z I ///,
I o N x \\ \ \ \J/I Q I ill 111 / I
I1 3I�
M x \\ \ \ \ \ I III
� Il/
l/ II ii I 111 111
I \ / /
Q M
1 I I ."'��
Im I Of
1� zI� \ �\ /l/JJIIIIIIIII\
If
q'
REBAR
__ \ \ I IIII ( I o Y1 I
SET I I \ \ \ \ \I1IIIIIIII11II1\ Q\ml /1IIIlIIII
aO, 1�
/ / I I I I / / l l I I I I N7o•I51' 35"E \ -- --- )111 111111 1 1 \ I\� / J I I J////////
1
MAG
16.45'
r C.DOT RIW
MONUMENT I I \ ,r, / / / / / 1 / I I /)III 1 1 I Q ) // / //// //I 11 l
/ f----�/----� -_- \ I \\ \ �1 II I / FOUND I I _ 1 1 1 1 1 1 Illlr J/ I I 11 ((lll IIIIIIIIII
/IIIIIIIIIIl11111
j� - — 10' BUFFER
-
- - I RAD
-N21
. 59 " I I I I lJ 11 11 / I I 11 11
- 29w
II1r _I / / J I I IIIIIIII1lII/1
-ST .ST -'ST - -__-- I-- \ \,, I III c / I /
15"RCP �"� \ \ \ _ — ,— J \ \ l Illi II II \ I / 11
/ \ Nss•o , \-,/ / \ \ I IIII 111111\\
/INV=888.44 I I I I I I I I II
/ \ - \ ROAD R/Nr _ 82. S ROAD I
INV=892.�LtW'$ CREEK ROAD - (S.R•_1965 / / CURVE DATA \ - -
n_,
i / R=60,.13' \ ` —
��`' VAjI�kBLE WIDTH PUBLIC RR�I IV- ,�90 - - PROD INV-879.58\1\\I111111111111111(/I
L=169.10' / �O PAVEMENT VVV / \
CH=S61 °28'46"W FOUND i \I 18" cMP11111 /
�- / / , � Sr sr
GE OF 168.55 _
/ N.C.DOT RIW zul ♦„ r tIIII 1 II / //// / / /
_ :{-MONUMENT
15 "RSP \ `----- --- � � g �— / � 8a5 / ,1, t8 „4P \ I
/ \— IN�e= 9raa =� �� — — _- RcP \ �— INv s5 6a FOUND I o 1 \ \ T/FCIN 1 j 111 (1 \ 111` \\ I///
,- - - M I s7o. E
ROAD RM ( / \ EDGEOFP ^ �O 1 S� /
T INv=87s.5a - _
/INV=886.93 w — 373
=892.24 /
ROAD RiW _ C \ I "+V=879.59
i/i///!•
18"OMP D.
FJ.C.DOT RIFT6�2501(SHEFT 4)
/
MONUMENT
— �— INv=87a1e v /
© COPYRIGHT 2017 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 ISA VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
LEGEND
— — PROPERTY LINE
100EXISTING CONTOURS
r0-1PROPOSED CONTOURS
SETBACK
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK,
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
BORROW SITE.
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
U
LLI L0Z
Z coY
W CC)
olf U 4t
w
3: O
LLJ
J U)
W
m
me
U
JSTRUCTION DA =D
H
Z
0
0
LL
M
Lu
U)
W
REVISIONS:
W
J
cn
BEC
LLJ0
W
J
a_
ti
��
0
Z�•
Z
-Z
U
:NGINEERING I PLANNING I ENVIRONMENTAL
Q
W
DATE:
126 EXECUTIVE DRIVE -SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
L J
z
W
W
`Vj11111117�r�,
0
GARP �'%f
-Ss/
W
a�
Lu
L AC
! i
W
1" = 30' (H)
(v)
`^
/At C. G1�
C201
��`�
/j/11111111t���`
U)
06/05/2017
z
Q
Mfr
1
Lu
pop. :
J
NCBE LS#C-3448
a�
0
-ica 0'�;
z
U
LLI L0Z
Z coY
W CC)
olf U 4t
w
3: O
LLJ
J U)
W
m
me
U
JSTRUCTION DA =D
H
Z
0
0
LL
M
Lu
U)
W
REVISIONS:
J
LLJ0
Z
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
>_
PROJECT NUMBER:
U
3160092016
z
W
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
O
SCALE:
1" = 30' (H)
(v)
U)
SHEET: uj
C201
uti

\I
1 \ \
t
I I I I \
I I I
\ \ 0 1,
I
i
/ INV --894.81 -
I T
I L 1 I
U N
l \ NV=896.29 0 �
1 I
II 1 I I
IIII
\ III
\ III I
/ I I
1 I I
N.C. GRID -NAD 83
( 3" PIPE FOUND
I 4 N=908,873.72' QI
E=1,682,026.43' I I
I wl
_ I I
/43-/
� o '
i t
\ \ = 1 1 r
\ II
--LL
INV=y�5.84�
/ 0 II
/ ��-
I INV'
=894.9
I
I / a
o
I I /
I �
\ \ CURVE DATA
L=109.10'
CH=N25°14'13"E
/ \ 107.66'
/e
g,'REBAR \\\ Z
\I \\\\ \\CARSON DRIVE -60'PUBLIr-FIW-`\,. --_ '''/ �/� \ \9_ET
—PLAT BOOK 17, PAGE 195
_EDGE OF GRAVEL
--'-------- ----------------
\\ `^ PIPE_ \ \---------------✓ % <— _ _ — —
----EDGE OF GRAVEL —�
C.E.IEAL I I I I
i
UNKNOV,N D �D REFERENCE
•REBAR \ �PG`� \ \ I \ / I I I LOT 17 P1 17, PG. 195
KT \ S�� \ \ 1 \ / g I I TAX ID #4980 2.9 23'21.00
I ZO ED: RS4)
�e
\ \ o I
to
\ oI I \ \
\ MIKE & GINGER H. MARTIN K I I \ \ 1
I
D.B. 2117, P 3 I I I I I I I\ \ \ I
\ G. 4565
N LOT 6 - P.B. 17, PG. 195 ` Lo
N
TAX ID #6980-29-0014.00
\ \V=89\5.1 ZONED: RS40
\ \ ns
I I I l 1 / l4'?I �s• I I I I 111 \\ \I\ 1 11 1 1 11 \
\ I M I POST- ONSTRJCTION - 5 I I I I I \ \ \ \ \
z / /I / 37± ACREScoI 1 1 \\ \\ \ \ \\ \I I\ \ \\ \
1 Z
\ 1 z
PIPE
I I 4" PIPE \ \ 4
FOUND \ \ FOUND
- 1 �_- -1- �_ - L-- -
N55' s 198.90 I -- � - - - /� // / // // // /' / /o // �I I
`1 - ---\ 48''08 - �I // / / / / / // �4' / / / / / / 1 I I I\ I I \ o I I 1 \\ \ I \ \ I
15BUFFE ----- - / / / / / / // // // / / // / / I I I I '\ I / i I II I I
V=895.96 / 1 \ \ \ I / I / I / / / / / / / / / / / / / / \ I 1 1.0 GRID-h�ADP3 / 1
/ / // / / / // / // / / / / / l l 1�l I I I I �"PIPEFo�1NQ_ y
/ I , / / / / / / N=309,202..25 / I/
\�9 \ I I 4 I l
I I I 40 SETBACK — / — \N8
�f I_�6x2,422.j8" 83 75 n a / / / / / / / lI I 1 / I/zm / ImIIo) I POST-CONSTRU TION - 4 / /I W /
/ 0.19± ACRES / _ / / / --� 'L� / �I 1 I 0/0
I MI I� /r // /— / / / / / / J \� / /IIIII I
w�, / / / / / / / / / / / \ \ \ N I, f- -/111/ 111111
�o
/
/ L zoN.- - NN54'26� 53" E - 100-91' _� _ _ / _ / ,- LNt�7' 15E - 10362 \ / /1111II 1
1 / POST -CONSTRUCTION - 3 I /• / WNE LG
I /'
0.22± ACRES
I \ i / . P % y • I 1 –15' BUFFED– " PIPE 1 \ \' PIPE
zI y/ / 1111 I I l
/ ' / // // $g� / • /' • /e • / / \ \ I FOUNDI \ I \ FOUND \ \��� PIII111I
• / �\ I \ J iQ
x— x I1
i ;/ i / / ,/ / / / o •! �. /• .,/ 1 1 \ 1 � fix_— I ` � \ �% - ,--//1111111111
SUE�ANN MARLER IJ
S -WO I 1 1 \ D.B.' 743, PG. 119
/ I % •• . I I SUEIANN MARLER LOT 1 - P.B. 17, PG. 195
/ I I I � G 119 I \ I
/ — k
I I
-898
I )
/ POST -CONSTRUCTION - 2
1•' I / / o
0.32± ACRES
00
I /I rn
I /
/
I 1
I
\ \ D.B.1l11743, P . TAX ID #6980-29-4073.00
a 1 I II TAX Dvl6 80 28Fc965G. 900 \\ ZONED: RS40
ZC\NED: RS40
I I I 1 o
I/ I w 1 k I o
�0 ��
I I 11 Il l I I
f/IIII I I
I / I a I Glx I \ / /IIIIIIII 1 I o
I I A 1 N I \ v 1 1 1 1 1 1 IIIIl1///I cal
I I \ \ \ I ll \1 I I I l/ Q I
p> I co 0 I� I \ I I \\ \ \\ �\ \\ \ IIITII/ll`(/ \ I
4.
°"'I o
1 I j II �m I lw N I \, d I I I 111111
1 w 1 z II
1 I I t o Ix '� POST-CONSTRU TION - 6
I I I I`I I\ \ 2.92± ACRES\ o
RE
SET I I Ih \� \ �\ I\ \\\\\\I I I I I I I I I I I II 1/ I Q\ 01 ( I I I I I IIIIIIII
o 11
1-/L
N70"151' 35"E
\16.45
'
1 I
I l l l 11 I C DOT WWI I \ \ \ \\ 1// I I I I I I I I I I II I o
1 \ • 8 MONUMENT I I I \ \ \ 1 1 / / / / / I (I / I I \ Q
/ ----- _ I --- \ 1 _ 1 I I 111111/ � ///1�111111111111
FOUNDI I \ \ I 1 1 I I I I
- 890
f - _�o \ / IIII/// � J / l 1 III I/ 111
MAG NAI 1'.. \ — — — — ROAD RNV -\. " / \ I I I \ \ l/l//I //�� III///
SE1�— 1� _\ N21' 59 29"W o
/ ST sT S, _ _ y - _ _ \ - ,L ` ` 1 x.11' \11/ 11/1 111 I / / ///I/I I l l /////////
ll 1111 / I
I I I I -
/ cT � ST ,5^RCP � 111 I 111111 / I 1 / l
\ _ 08, 4�,
INV=888.. j , / / / \ . ROq p R y E ROq p R W
\ / W-892 -- CREEK ROAD - SA 1965 CURVE D1; \ -
BELE S C �) _ _ /
/ R=60,.13' �
VARhBLE WIDTH PUBLIC ,$go' / L=169.10' / 1„ROD PAVEME I / NV=879.58 1 II \ \ ' - - _ / 1� I I I IIII 11111 111 11/
CH=S61°28'46"VVI_/ FOUND N7 I I
16"CMP
/ / 168.55 / rim sr
/ GE F BAVEMENT / i / / / / �. 1 sr
D
\ MONUMENT -�, RIW ,� ,- TPS
1 15' RCP / <- _ - - - - _ - ,� sr / ,
RCP — i $$5 FOUND
\
INV56s - - - - - _� 1 O \ S7o•
EOFO
\ t \ EDG I / INV=879.58 I S%' n
\ _ ROW—p / �p I 3\
ADR
/INI=886.93 \ / — i _ \ \ \ — — — _ — — — — \ 3!3 0
INV
?oj= :NV=879.59
of
— 0� /V.C.�.O.T - C T
18"CMP 4'-C,�-V'vA\ - _
YPRO,/EC ` _ % / RD"
© COPYRIGHT 2017 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 ISA VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
LEGEND
— — PROPERTY LINE
loo EXISTING CONTOURS
rc� PROPOSED CONTOURS
SETBACK
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK,
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
BORROW SITE.
POST -CO
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
9 0
U
LLI LoZ
Z coY
W CC)
olf U 4t
w
3: O
LLJ
J U)
W
m
me
U
NSTRUCTION DA =D
H
U)
W
REVISIONS:
W
J
cn
B EC
LLJ0
W
J
a_
0
W
SHEET SIZE:
:NGINEERING I PLANNING I ENVIRONMENTAL
24"x36"
W
DATE:
126 EXECUTIVE DRIVE -SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
LU
Z
W
W
`yt�14V1!!/t/7J
t \A CAF? `'cif
W
`` • iQtr•rGSS �� �%
J.CHURCH
Lu
SCALE:
1" = 30' (H)
(V)
(n
U)
SHEET: ui
/II C1�
J
W
I/7rllPIIl1�11\\`
I)
06/05/2017
z
/Q
Lu
cp
U
:NCBELS#C-3448..
0
•. 7,y CAR
Z
�.
0
9 0
U
LLI LoZ
Z coY
W CC)
olf U 4t
w
3: O
LLJ
J U)
W
m
me
U
NSTRUCTION DA =D
H
U)
W
REVISIONS:
J
LLJ0
z
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
�
PROJECT NUMBER:
U
3160092016
Z
W
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
O
SCALE:
1" = 30' (H)
(V)
(n
SHEET: ui
C202
J
W
�

N.C. GRIDNAD 83 I I I
/ 4, PIPE FOUND I W
N=908,873.72' al
I / E=1,682,026.43' I I l I o
�j l IIIwI
j /
� o
\ / Ln
co
z III \\
I\ II
\ II
�� II
INV=IA5.84 / I
O U
K
1 j I INV=894.9
I I I
/w
/ o
I
slowS
(M
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS TH�CAV1��
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
\ 5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
\ \ WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
\ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
\ 7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
\ BORROW SITE.
\ MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
- - - - - - - - - - - - - - - - - - - 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
\ \ \ \
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
\ \ \ \\ \ \ \\ CURE DATA°P \ I AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
\ \ \ \ \ \ as.70' \ / AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
& \ \ \ L=109.10' \ �' I /
\ \
CH=N25° \ \ ,� �� / / _ SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
107.66' / \ \ �, _ ,��� / / / ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
io"a FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
\ \ \ \ ROAT R"\ \ - - - - - \ \ \ �,I / j / / MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
J' REBAR CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
\ \ \\ \ \ Ci�RS0O IVE --60t PUBLIC 11- - _ - - - \ ` _ / / �/ \ T_ 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
-_PLAT BOOK 17, PAGE 19,5,_ \\ \�� - - - ,= ' \ ��� �� /// � \/// \ \ \ PROPER EROSION CONTROL MEASURES AT ALL TIMES.
- _EDGE OF GRAVEL \ \
\\ '-„PIPE
\ \-�--------\-- -----\ -- \�/
--------------E�GEOFGRAEL
� I
'00
�� \ \ \ \ \ \ \ I C.E. /EALI I I I I I I
REBAR \ \ `� �� \ \ I UNKNOV�N
DEED REFEI�ENC�
B \ PG ` \ ) I 1 LOT 17 - P..B. 171 PG. 95 /
KT \ . S��a \ \ \ 1 \ I I TAX ID # 980-29-2311.00
` - I \
R. I 1 ZOIIJED: RS4J
45'Wx93'LxTDSKIMER BASIN
\ OI xI0\\ 2.0"F\NRCOMH SKIMMER
\ OI I oo, W11.6" KNOCKOUT ORIFICE
_ I
\ \ I MIKE & GINGER H. MARTIN CO /SEE DET. 1-2/C903
\ D.B. 2117, PG. 4565 I N I \ / / / / /� ` 9F I I I I I f I \\ I I \ 1
\ \ N LOT 6 - P.B. 17, PG. 195 ` l I 10' EME GENCY SPILLWAY \
\ INV=8951 0 \ TAX ID #6980-29-0011.00 / / / 1 \ IELEV. =I(77.00 TO BE LINED I \ I I I \
I / / I �??I /WITH CLIASS B RIPRAP I \ \I \ \ \
ZONED: RS40 0
I �.y� I I LIMITS OF DISTURBANCE
C-
21 / / / ♦ / / / � I � I
\ I \ \ / 2.39_t ACRES
OUTLET TURF SEE .JET.. 3/C9 31C9 \ \ \ \ I
PIPE 9S\ a, PIPE /
FOUND \ /
FOUND \ � / // 4f
] N � I�� �� f
- - N55' 48 OSE - 198.90 / / / / / �� / / % �
1 i - \ \ / / / / / �/ S ONE O TLE.T \ opo \ \ \
4 15' BUF1`E \ / 6 , �► / 4F/ / / u� SkE DET. 61 2 \ I I I \&, I\ \ \ I
J/
/ \ r--"c---�•�----------�---- /- ---'� / ,�/ / / / / cpm / / / / 7 18"HDPEINtl.=871.00 1 I O, \ /
V=895.98 U' / \ \ \ J \ \ / , / / / I / I I / / / , �/; / / CLASS B RIPRAP , / / <C. GRID h(AD 33
/ \gg5/- \// I/I / I I I I //// /// aw/ I LI I1U 1 II I/ I I � II \�/d / /\\/ /I I ✓ Q /;�.�3o�7MzM3�/j/ /, , III�IIII�III�IIIIIIIiIIIII1 /\ // /\cmo�//e�IIIIIIIlfIIIIIIIIIIIIIIIIIIIII � / '/ // /I /
/ E �I INV.
NV. ' O/U%T=
/I\ �8I/ 8 o 7II.5/� 0x\
\♦
/�� ,�Q►�I`�II \ ��i\ /
�
. ^
�
�II I �/ , // /'/ \_ � /\•I `//
/\ / /\ I\ \`\/ \ � /\\/ ` `\ J I`i \I . I �I , I \ Ii\�(0I0N/'I\�R\1/I�'/I\\/ IaI7\\\�^1I1I\IIlI� �III I�i I; II�h�\// I1� \I \/\/ \\ /► \J \ \ /\/I< //\/�//jIi / _\
I�I /1IIIII11`IFIII11OP1SIIN1 1
/I1I 1
I
1 I D
/ PN=909,212.25-
iTMPOPARY DIV&<SON x I =1682,;22.9i I 1I
4
L9,W
dUTLET PR
8 / STVOTECTIdN9(ENSURE,#O
7 IN
N o DRAINAGE)
I /SEE DET. 7/C902
wA4# TEMPORARY CONSTRUCTIONO/ / *,
/
ENTRANCE SEE DET. 4/C902 I0f/ K
I IIII
II
I
1I
/- /
IIm1 SILT FVNCE
/ / SEE )ET. 51C902 1\I I I,
i
41
LU 100.91 N51534"E 1032'L ZONE �26�53"E j_ - r --
r\r PIPE /5'BUFFED PIPE ZAVPIT FOUND I/I
FOUND��1
- IIIIII
STONE OUTLET \ <::IIIIIIISEE DET. /C902 SUE ANN MARLER �-J
'SETBD.B.'.743, PG. 113 \N SUEIANN MARLERm LOT 1 - P.B. 17, PG. 195,
.B.11743,PG. 119 \ TAX ID #6980-29-4073.00
LOT
P61PG. 95 ZONED: RS40
TAX &6980-28-:965.00LZONED: RS40il
-$9$ ao SKIMMER BASIN CALCULATIONS
1. DA = 2.25 ACRES
2. DU = 1.87 ACRES
3. to = 5 minutes
4. i= 6.83h
5. C=0.6r
6. Q10 = CiDA = (0.6)(6.83)(2.25)=9.22 ft3ls
7. SAeq = 325Q10 = (325)(9.22) = 2,997 ft
Lu 8. VLUZ ,eq = 1800DU = (1800)(1.87)=3,366 f3
co 9. depth = 3.0 �10. W= 45 ft - L = 93 ft
11. SA = 3,711ft2
ft3
.tl= 9,082
REBEP p=13. LW20'
EIR
14. 6 720 f
@top 2 f ,
15. Tewter=_3days
16. Qdewater V@ top 2 jdewater=2,240 ft3/d
N70. 51' 35"E
16.45'I
RIWC.DOT
I
I/
lII
il\I
'I
/
7)
I \
/
I I i \ \\ \ \ I I I ONFOUNDI I/ \
I-----�46--_�____�� \ \ II -
I 10' BUFF T- A A I
MAG NAIL �-�� o=rso�►r o I FER
°",° ��,o �D,o r N21' 59' 29"W
SETH ME IN
/mom " _ - - A ro .. oro ��° 19.11' z
` o
\ 15"RCP \ �`� ---) -�ft 1_. 1_. \ ' I
R
INV=886.44 � � �-.
\_ / / �\ -\ _ ROAD R, \
/ INV=892.3��LtW'S CREEP( ROAD - (S.R.1965) / / / / �- CURVE DAT \ - _ - ? 7--
/ _N1
�� / l
� i R=604.13'�
VARIABLE WIDTH PUBLIC RIR. ,agQ SILT FENCE ' • _ "(`ROD
/ SEE DET. 51C902 L=169.10' / / PAVEMENTS I `CIN�679.5
CH=S61 °28'46"lN FOUND / I \
18"CMP
/ / 168.55' �. ala sr sr �� r _
\ DG� F,PAVEMENT - -
/ / / N.C.DOT RIW I . 18'
i�1 15"
C3
� I INV=892.24
/ - - *)Mum_�- MONUMENT io P \
15, RCP\ - i aa5 FOUND I \ \
��- INV4,85.6A. - - - - - �� 1 0
\ ROAD RMI / T c� \ =\ \ \ �- - - - EDGE OFPgy� / tp NV=879.58 /
/ INV=866.93
ROADR - - INV=879.59
STRUCTURE TABLE
\II I
/ I
/ f
I
I
\
III I
III I
SIZE
LENGTH
SLOPE
CURB INLET - 1
RIM = 892.65'
INV OUT = 889.50'
II
15 INCH CORRUGATED HDPE PIPE
\
0.51%
]
I
I
III
r
I
N.C. GRIDNAD 83 I I I
/ 4, PIPE FOUND I W
N=908,873.72' al
I / E=1,682,026.43' I I l I o
�j l IIIwI
j /
� o
\ / Ln
co
z III \\
I\ II
\ II
�� II
INV=IA5.84 / I
O U
K
1 j I INV=894.9
I I I
/w
/ o
I
slowS
(M
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS TH�CAV1��
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
\ 5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
\ \ WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
\ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
\ 7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
\ BORROW SITE.
\ MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
- - - - - - - - - - - - - - - - - - - 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
\ \ \ \
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
\ \ \ \\ \ \ \\ CURE DATA°P \ I AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
\ \ \ \ \ \ as.70' \ / AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
& \ \ \ L=109.10' \ �' I /
\ \
CH=N25° \ \ ,� �� / / _ SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
107.66' / \ \ �, _ ,��� / / / ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
io"a FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
\ \ \ \ ROAT R"\ \ - - - - - \ \ \ �,I / j / / MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
J' REBAR CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
\ \ \\ \ \ Ci�RS0O IVE --60t PUBLIC 11- - _ - - - \ ` _ / / �/ \ T_ 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
-_PLAT BOOK 17, PAGE 19,5,_ \\ \�� - - - ,= ' \ ��� �� /// � \/// \ \ \ PROPER EROSION CONTROL MEASURES AT ALL TIMES.
- _EDGE OF GRAVEL \ \
\\ '-„PIPE
\ \-�--------\-- -----\ -- \�/
--------------E�GEOFGRAEL
� I
'00
�� \ \ \ \ \ \ \ I C.E. /EALI I I I I I I
REBAR \ \ `� �� \ \ I UNKNOV�N
DEED REFEI�ENC�
B \ PG ` \ ) I 1 LOT 17 - P..B. 171 PG. 95 /
KT \ . S��a \ \ \ 1 \ I I TAX ID # 980-29-2311.00
` - I \
R. I 1 ZOIIJED: RS4J
45'Wx93'LxTDSKIMER BASIN
\ OI xI0\\ 2.0"F\NRCOMH SKIMMER
\ OI I oo, W11.6" KNOCKOUT ORIFICE
_ I
\ \ I MIKE & GINGER H. MARTIN CO /SEE DET. 1-2/C903
\ D.B. 2117, PG. 4565 I N I \ / / / / /� ` 9F I I I I I f I \\ I I \ 1
\ \ N LOT 6 - P.B. 17, PG. 195 ` l I 10' EME GENCY SPILLWAY \
\ INV=8951 0 \ TAX ID #6980-29-0011.00 / / / 1 \ IELEV. =I(77.00 TO BE LINED I \ I I I \
I / / I �??I /WITH CLIASS B RIPRAP I \ \I \ \ \
ZONED: RS40 0
I �.y� I I LIMITS OF DISTURBANCE
C-
21 / / / ♦ / / / � I � I
\ I \ \ / 2.39_t ACRES
OUTLET TURF SEE .JET.. 3/C9 31C9 \ \ \ \ I
PIPE 9S\ a, PIPE /
FOUND \ /
FOUND \ � / // 4f
] N � I�� �� f
- - N55' 48 OSE - 198.90 / / / / / �� / / % �
1 i - \ \ / / / / / �/ S ONE O TLE.T \ opo \ \ \
4 15' BUF1`E \ / 6 , �► / 4F/ / / u� SkE DET. 61 2 \ I I I \&, I\ \ \ I
J/
/ \ r--"c---�•�----------�---- /- ---'� / ,�/ / / / / cpm / / / / 7 18"HDPEINtl.=871.00 1 I O, \ /
V=895.98 U' / \ \ \ J \ \ / , / / / I / I I / / / , �/; / / CLASS B RIPRAP , / / <C. GRID h(AD 33
/ \gg5/- \// I/I / I I I I //// /// aw/ I LI I1U 1 II I/ I I � II \�/d / /\\/ /I I ✓ Q /;�.�3o�7MzM3�/j/ /, , III�IIII�III�IIIIIIIiIIIII1 /\ // /\cmo�//e�IIIIIIIlfIIIIIIIIIIIIIIIIIIIII � / '/ // /I /
/ E �I INV.
NV. ' O/U%T=
/I\ �8I/ 8 o 7II.5/� 0x\
\♦
/�� ,�Q►�I`�II \ ��i\ /
�
. ^
�
�II I �/ , // /'/ \_ � /\•I `//
/\ / /\ I\ \`\/ \ � /\\/ ` `\ J I`i \I . I �I , I \ Ii\�(0I0N/'I\�R\1/I�'/I\\/ IaI7\\\�^1I1I\IIlI� �III I�i I; II�h�\// I1� \I \/\/ \\ /► \J \ \ /\/I< //\/�//jIi / _\
I�I /1IIIII11`IFIII11OP1SIIN1 1
/I1I 1
I
1 I D
/ PN=909,212.25-
iTMPOPARY DIV&<SON x I =1682,;22.9i I 1I
4
L9,W
dUTLET PR
8 / STVOTECTIdN9(ENSURE,#O
7 IN
N o DRAINAGE)
I /SEE DET. 7/C902
wA4# TEMPORARY CONSTRUCTIONO/ / *,
/
ENTRANCE SEE DET. 4/C902 I0f/ K
I IIII
II
I
1I
/- /
IIm1 SILT FVNCE
/ / SEE )ET. 51C902 1\I I I,
i
41
LU 100.91 N51534"E 1032'L ZONE �26�53"E j_ - r --
r\r PIPE /5'BUFFED PIPE ZAVPIT FOUND I/I
FOUND��1
- IIIIII
STONE OUTLET \ <::IIIIIIISEE DET. /C902 SUE ANN MARLER �-J
'SETBD.B.'.743, PG. 113 \N SUEIANN MARLERm LOT 1 - P.B. 17, PG. 195,
.B.11743,PG. 119 \ TAX ID #6980-29-4073.00
LOT
P61PG. 95 ZONED: RS40
TAX &6980-28-:965.00LZONED: RS40il
-$9$ ao SKIMMER BASIN CALCULATIONS
1. DA = 2.25 ACRES
2. DU = 1.87 ACRES
3. to = 5 minutes
4. i= 6.83h
5. C=0.6r
6. Q10 = CiDA = (0.6)(6.83)(2.25)=9.22 ft3ls
7. SAeq = 325Q10 = (325)(9.22) = 2,997 ft
Lu 8. VLUZ ,eq = 1800DU = (1800)(1.87)=3,366 f3
co 9. depth = 3.0 �10. W= 45 ft - L = 93 ft
11. SA = 3,711ft2
ft3
.tl= 9,082
REBEP p=13. LW20'
EIR
14. 6 720 f
@top 2 f ,
15. Tewter=_3days
16. Qdewater V@ top 2 jdewater=2,240 ft3/d
N70. 51' 35"E
16.45'I
RIWC.DOT
I
I/
lII
il\I
'I
/
7)
I \
/
I I i \ \\ \ \ I I I ONFOUNDI I/ \
I-----�46--_�____�� \ \ II -
I 10' BUFF T- A A I
MAG NAIL �-�� o=rso�►r o I FER
°",° ��,o �D,o r N21' 59' 29"W
SETH ME IN
/mom " _ - - A ro .. oro ��° 19.11' z
` o
\ 15"RCP \ �`� ---) -�ft 1_. 1_. \ ' I
R
INV=886.44 � � �-.
\_ / / �\ -\ _ ROAD R, \
/ INV=892.3��LtW'S CREEP( ROAD - (S.R.1965) / / / / �- CURVE DAT \ - _ - ? 7--
/ _N1
�� / l
� i R=604.13'�
VARIABLE WIDTH PUBLIC RIR. ,agQ SILT FENCE ' • _ "(`ROD
/ SEE DET. 51C902 L=169.10' / / PAVEMENTS I `CIN�679.5
CH=S61 °28'46"lN FOUND / I \
18"CMP
/ / 168.55' �. ala sr sr �� r _
\ DG� F,PAVEMENT - -
/ / / N.C.DOT RIW I . 18'
i�1 15"
C3
� I INV=892.24
/ - - *)Mum_�- MONUMENT io P \
15, RCP\ - i aa5 FOUND I \ \
��- INV4,85.6A. - - - - - �� 1 0
\ ROAD RMI / T c� \ =\ \ \ �- - - - EDGE OFPgy� / tp NV=879.58 /
/ INV=866.93
ROADR - - INV=879.59
STRUCTURE TABLE
\II I
/ I
/ f
I
I
\
III I
III I
N.C. GRIDNAD 83 I I I
/ 4, PIPE FOUND I W
N=908,873.72' al
I / E=1,682,026.43' I I l I o
�j l IIIwI
j /
� o
\ / Ln
co
z III \\
I\ II
\ II
�� II
INV=IA5.84 / I
O U
K
1 j I INV=894.9
I I I
/w
/ o
I
slowS
(M
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS TH�CAV1��
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
\ 5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
\ \ WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
\ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
\ 7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
\ BORROW SITE.
\ MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
- - - - - - - - - - - - - - - - - - - 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
\ \ \ \
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
\ \ \ \\ \ \ \\ CURE DATA°P \ I AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
\ \ \ \ \ \ as.70' \ / AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
& \ \ \ L=109.10' \ �' I /
\ \
CH=N25° \ \ ,� �� / / _ SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
107.66' / \ \ �, _ ,��� / / / ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
io"a FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
\ \ \ \ ROAT R"\ \ - - - - - \ \ \ �,I / j / / MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
J' REBAR CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
\ \ \\ \ \ Ci�RS0O IVE --60t PUBLIC 11- - _ - - - \ ` _ / / �/ \ T_ 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
-_PLAT BOOK 17, PAGE 19,5,_ \\ \�� - - - ,= ' \ ��� �� /// � \/// \ \ \ PROPER EROSION CONTROL MEASURES AT ALL TIMES.
- _EDGE OF GRAVEL \ \
\\ '-„PIPE
\ \-�--------\-- -----\ -- \�/
--------------E�GEOFGRAEL
� I
'00
�� \ \ \ \ \ \ \ I C.E. /EALI I I I I I I
REBAR \ \ `� �� \ \ I UNKNOV�N
DEED REFEI�ENC�
B \ PG ` \ ) I 1 LOT 17 - P..B. 171 PG. 95 /
KT \ . S��a \ \ \ 1 \ I I TAX ID # 980-29-2311.00
` - I \
R. I 1 ZOIIJED: RS4J
45'Wx93'LxTDSKIMER BASIN
\ OI xI0\\ 2.0"F\NRCOMH SKIMMER
\ OI I oo, W11.6" KNOCKOUT ORIFICE
_ I
\ \ I MIKE & GINGER H. MARTIN CO /SEE DET. 1-2/C903
\ D.B. 2117, PG. 4565 I N I \ / / / / /� ` 9F I I I I I f I \\ I I \ 1
\ \ N LOT 6 - P.B. 17, PG. 195 ` l I 10' EME GENCY SPILLWAY \
\ INV=8951 0 \ TAX ID #6980-29-0011.00 / / / 1 \ IELEV. =I(77.00 TO BE LINED I \ I I I \
I / / I �??I /WITH CLIASS B RIPRAP I \ \I \ \ \
ZONED: RS40 0
I �.y� I I LIMITS OF DISTURBANCE
C-
21 / / / ♦ / / / � I � I
\ I \ \ / 2.39_t ACRES
OUTLET TURF SEE .JET.. 3/C9 31C9 \ \ \ \ I
PIPE 9S\ a, PIPE /
FOUND \ /
FOUND \ � / // 4f
] N � I�� �� f
- - N55' 48 OSE - 198.90 / / / / / �� / / % �
1 i - \ \ / / / / / �/ S ONE O TLE.T \ opo \ \ \
4 15' BUF1`E \ / 6 , �► / 4F/ / / u� SkE DET. 61 2 \ I I I \&, I\ \ \ I
J/
/ \ r--"c---�•�----------�---- /- ---'� / ,�/ / / / / cpm / / / / 7 18"HDPEINtl.=871.00 1 I O, \ /
V=895.98 U' / \ \ \ J \ \ / , / / / I / I I / / / , �/; / / CLASS B RIPRAP , / / <C. GRID h(AD 33
/ \gg5/- \// I/I / I I I I //// /// aw/ I LI I1U 1 II I/ I I � II \�/d / /\\/ /I I ✓ Q /;�.�3o�7MzM3�/j/ /, , III�IIII�III�IIIIIIIiIIIII1 /\ // /\cmo�//e�IIIIIIIlfIIIIIIIIIIIIIIIIIIIII � / '/ // /I /
/ E �I INV.
NV. ' O/U%T=
/I\ �8I/ 8 o 7II.5/� 0x\
\♦
/�� ,�Q►�I`�II \ ��i\ /
�
. ^
�
�II I �/ , // /'/ \_ � /\•I `//
/\ / /\ I\ \`\/ \ � /\\/ ` `\ J I`i \I . I �I , I \ Ii\�(0I0N/'I\�R\1/I�'/I\\/ IaI7\\\�^1I1I\IIlI� �III I�i I; II�h�\// I1� \I \/\/ \\ /► \J \ \ /\/I< //\/�//jIi / _\
I�I /1IIIII11`IFIII11OP1SIIN1 1
/I1I 1
I
1 I D
/ PN=909,212.25-
iTMPOPARY DIV&<SON x I =1682,;22.9i I 1I
4
L9,W
dUTLET PR
8 / STVOTECTIdN9(ENSURE,#O
7 IN
N o DRAINAGE)
I /SEE DET. 7/C902
wA4# TEMPORARY CONSTRUCTIONO/ / *,
/
ENTRANCE SEE DET. 4/C902 I0f/ K
I IIII
II
I
1I
/- /
IIm1 SILT FVNCE
/ / SEE )ET. 51C902 1\I I I,
i
41
LU 100.91 N51534"E 1032'L ZONE �26�53"E j_ - r --
r\r PIPE /5'BUFFED PIPE ZAVPIT FOUND I/I
FOUND��1
- IIIIII
STONE OUTLET \ <::IIIIIIISEE DET. /C902 SUE ANN MARLER �-J
'SETBD.B.'.743, PG. 113 \N SUEIANN MARLERm LOT 1 - P.B. 17, PG. 195,
.B.11743,PG. 119 \ TAX ID #6980-29-4073.00
LOT
P61PG. 95 ZONED: RS40
TAX &6980-28-:965.00LZONED: RS40il
-$9$ ao SKIMMER BASIN CALCULATIONS
1. DA = 2.25 ACRES
2. DU = 1.87 ACRES
3. to = 5 minutes
4. i= 6.83h
5. C=0.6r
6. Q10 = CiDA = (0.6)(6.83)(2.25)=9.22 ft3ls
7. SAeq = 325Q10 = (325)(9.22) = 2,997 ft
Lu 8. VLUZ ,eq = 1800DU = (1800)(1.87)=3,366 f3
co 9. depth = 3.0 �10. W= 45 ft - L = 93 ft
11. SA = 3,711ft2
ft3
.tl= 9,082
REBEP p=13. LW20'
EIR
14. 6 720 f
@top 2 f ,
15. Tewter=_3days
16. Qdewater V@ top 2 jdewater=2,240 ft3/d
N70. 51' 35"E
16.45'I
RIWC.DOT
I
I/
lII
il\I
'I
/
7)
I \
/
I I i \ \\ \ \ I I I ONFOUNDI I/ \
I-----�46--_�____�� \ \ II -
I 10' BUFF T- A A I
MAG NAIL �-�� o=rso�►r o I FER
°",° ��,o �D,o r N21' 59' 29"W
SETH ME IN
/mom " _ - - A ro .. oro ��° 19.11' z
` o
\ 15"RCP \ �`� ---) -�ft 1_. 1_. \ ' I
R
INV=886.44 � � �-.
\_ / / �\ -\ _ ROAD R, \
/ INV=892.3��LtW'S CREEP( ROAD - (S.R.1965) / / / / �- CURVE DAT \ - _ - ? 7--
/ _N1
�� / l
� i R=604.13'�
VARIABLE WIDTH PUBLIC RIR. ,agQ SILT FENCE ' • _ "(`ROD
/ SEE DET. 51C902 L=169.10' / / PAVEMENTS I `CIN�679.5
CH=S61 °28'46"lN FOUND / I \
18"CMP
/ / 168.55' �. ala sr sr �� r _
\ DG� F,PAVEMENT - -
/ / / N.C.DOT RIW I . 18'
i�1 15"
C3
� I INV=892.24
/ - - *)Mum_�- MONUMENT io P \
15, RCP\ - i aa5 FOUND I \ \
��- INV4,85.6A. - - - - - �� 1 0
\ ROAD RMI / T c� \ =\ \ \ �- - - - EDGE OFPgy� / tp NV=879.58 /
/ INV=866.93
ROADR - - INV=879.59
STRUCTURE TABLE
PIPE TABLE
STRUCTURE NAME
DETAILS
PIPE NAME
SIZE
LENGTH
SLOPE
CURB INLET - 1
RIM = 892.65'
INV OUT = 889.50'
PIPE -1
15 INCH CORRUGATED HDPE PIPE
190.67'
0.51%
z
SLOPES STEEPER THAN 3:1
PIPE - 2
15 INCH CORRUGATED HDPE PIPE
93.61'
4.77%
W
DATE:
THAN 2:1,14 DAYS AREA ALLOWED.
RIM = 892.85'
�
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50' LENGTH
CURB INLET - 2
INV IN = 888.50'
PIPE - 3
1 15 INCH CORRUGATED HDPE PIPE
139.37'
4.36%
INV OUT = 888.40'
YARD INLET -1
RIM = 886.75'
INV IN = 883.75'
^^^
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
0
LU
(V)
INV OUT = 883.65'
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
SHEET: LLI
©COPYRIGHT 2017 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.
LEGEND
- - PROPERTY LINE
loo EXISTING CONTOURS
rc� PROPOSED CONTOURS
- - SETBACK
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF WINSTON SALEM
INSPECTIONS.
2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE -CONSTRUCTION CONFERENCE AND
INSPECTION SCHEDULE.
SELF INSPECTION -----EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LAND -DISTURBING
ACTIVITIES, LARGER THAN ONE (1) ACRE, MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE
PROJECT, AND DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM THE
CITY OF WINSTON-SALEM INSPECTIONS OFFICE.
THE PHASES ARE AS FOLLOWS:
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. INSTALL SKIMMER
BASIN AND BMP OUTLET STRUCTURE WITH FAIRCLOTH SKIMMER. CONNECT FAIRCLOTH SKIMMER
TO BMP OUTLET STRUCTURE. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN
ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY
FORSYTH COUNTY EROSION CONTROL INSPECTIONS.
b. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
C. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
d. INSTALLATION OF STORM DRAINAGE FACILITIES.
e. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
f. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
3. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
4. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
5. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS FOLLOWS:
a. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
b. TEMPORARY SEDIMENT BASINS. FOR SITES OVER ONE (1) ACRE, OUTLET STRUCTURES
[SKIMMERS] THAT ONLY WITHDRAW WATER FROM THE SURFACE OF THE BASIN, SHALL BE
UTILIZED. NO SEDIMENT TRAPS OR ROCK DAMS ALLOWED.
C. TEMPORARY DIVERSION BERMS
d. TEMPORARY SILT FENCING
e. SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES (INCLUDING "CLEAN" WATER
DIVERSION) UPON COMPLETION OF CONSTRUCTION. SEE GROUND STABILIZATION CRITERIA
BELOW FOR MORE INFORMATION.
6. BEGIN CLEARING, GRUBBING, AND STRIPPING OF SITE AS REQUIRED. EARTHEN -MATERIAL STOCKPILES
ON-SITE FOR LATER DISTRIBUTION AND/OR REMOVAL, AREAS DEDICATED FOR MANAGEMENT OF LAND
CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE, AND HAZARDOUS OR TOXIC
WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS
(UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE), AND WITHIN
AREAS PROTECTED BY EROSION CONTROL MEASURES.
7. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE MAINTENANCE
PLAN. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED.
8. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES. STORM PIPING SHALL BE INSTALLED TO THE POINT
WHERE IT ENTERS EACH DEVICE. COMPLETION OF PIPING WILL ONLY BE ALLOWED ONCE THE SITE HAS
BEEN DEEMED STABLE BY THE EROSION CONTROL INSPECTOR. INSTALL PROTECTION AROUND ALL
INLETS AS STORM DRAIN SYSTEM IS INSTALLED.
9. BRING BUILDING PAD TO SUBGRADE AND INSTALL STONE BASE TO PROTECT EXPOSED SOILS.
10, BRING PARKING LOT TO SUBGRADE AND INSTALL STONE BASE TO PROTECT EXPOSED SOILS.
11. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN
ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION CONTROL
MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR.
12. EXCAVATE ACCUMULATED SEDIMENT FROM SKIMMER BASIN AND RETROFIT AS WET DETENTION BASIN TO
TREAT POST -CONSTRUCTION STORMWATER. DO NOT DIVERT ANY STORMWATER TO WET DETENTION
BASIN UNTIL SITE IS STABILIZED WITH PAVEMENT AND VEGETATION.
13. SEED ALL EXPOSED AREAS PER NPDES.
14. INSTALL SILT FENCE ALONG EASTERN SIDE OF NC HWY 65.
15. INSTALL INLET PROTECTION AROUND PIPE INLET.
16. REMOVE REMAINING EROSION CONTROL MEASURES AFTER SITE STABILIZATION AND RELEASE BY
PERMITTING AUTHORITIES.
17. COMPLETE INSTALLATION OF PERMANENT LANDSCAPING.
18. SELF INSPECTION FORMS AND INFORMATION SEE SHEET C001,
PHASI
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
/
U)
W
PERIMETER DIKES, SWALES, DITCHES,
SLOPES
7 DAYS
NONE
0�
HIGH QUAILTY WATER (HOW) ZONES
7 DAYS
NONE
z
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE TOR LESS IN
LENGTH AND ARE NOT STEEPER
24"x36"
W
DATE:
THAN 2:1,14 DAYS AREA ALLOWED.
04/10/2017
�
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50' LENGTH
Z
-W
ALL OTHER AREAS WITH SLOPES
FLATTER THAN 4^1
14 DAYS
NONE, EXCEPT FOR PERIMETERS
AND HOW ZONES
30 15 0 30 60
^^^ ^ ^^ ^T^
^^^^ ^^^ T
^^^
W
co
W
W
J
a_
0
Q
Q
ytilllVl!lI117 , W
U
CAF? '.! W
W
L m
(.�IA1G - U)
,f 711+111111��,, U)
06/05/2017 z
Q
fill
NCBELS#C-3448 U
101110,%111" 10
0
g 0
U
LLI LoZ
Z Y�
W CC)
U 4t
w
3:0
LU
J U)
W
m
Pei
U
1 ESC PLAN
H
Z
0
0
U_
0
U)
W
REVISIONS:
J
LLJ0
z
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
�
PROJECT NUMBER:
U
3160092016
Z
-W
r77777
J.EDWARDS
Q
APPROVED BY:
J.CHURCH
O
SCALE: LL
1" = 30' (H)
0
LU
(V)
U)
SHEET: LLI
C300

nm
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
\ 5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
BEFORE YOU DIG! \\ \ \ _ _ - - - - RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
CALL 1-800-632-4949 \ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
\ / 7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
N.C. ONE -CALL CENTER ` BORROW SITE.
ITS THEL\AV1��\
MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
\ - - - - - - - - - - - - - - - - - - - 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
\ \ COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
\ \ \\ \ \ CURVE DATA �° \ I AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
\ \ AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
\ \ \ \ \ \ L=109.10' SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
CH=N25° 107.66' \ ,�� / / / - 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
PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
\ \ \ \ ROM5,RIW\ \ - - - - - - \ �l \ \ I / j / / MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
;1' I �/ / " REBAR CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
Ci�RS001�1 �I�IVE --60t RIJLIC11- - _ - - _ \ ` _ _ _ / i / //T_ 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
\ \ I --,PLAT BOOK 17, PAGF\19� _ \ �� - - - _ \ \ /// / / PROPER EROSION CONTROL MEASURES AT ALL TIMES.
--_
_EDGE OF GRAVEL
I \
','PIPE \ - \--------- --- _ `i _ _ - -
E�GEOFGRAVEL
000l
C.E. HEAL / /I I I I I I I I I I I I I
„ REBAR �\ \ I UNKNMN DELC�
D REFERFN
g�
r `S` T \ \ \ \ \` \\ I I I I AX ID # 9801
01P/ 29 23 1 Oji/
/ I \ ZOt ED: RS4J
45'Wx93'Lx3'D
\\ \ of x o �\ \\ \ SKIMMER BASIN
IIW112.0" FNRCLOTH SKIMMER �O•� i I I I I\\\\ \ I I I \ \
.6" KNOCKOUT ORIFICE
I o I
/ ) \ \ MIKE & GINGER H. MARTIN CO /SEE DET. 1-2/C903
/ NV,= ( 894.81 II D.B. 2117, PG. 4565 13
` N
NLOT 6 - P.B. 17, PG. 195 1 � I \ / l I I 1 � I 10' tME GENCY SPII_LW;aY \ 1
INV=8951 LO \ TAX ID #6980-29-0014.00 00 / / I I 1 \ IELEV. =77.00 TO BE LINED ( \ I I I
I / I �??I • /WITH CLIASS B RIPRAP I \I\ \ \ I
/ ZONED: RS40 0 1 � /l
I
\ r 1\d I z I / LIMITS OF DISTURBANCE
I I I \ I 21 \ \ I I / 2.39_t ACRES ' \ \ \
IWI \ \ Y / / / / ,' 1 OUTLET TURF
=896.2s3/C90
l \ 8 / , 1 I I SEE .JET. 3/C91C9
U \ \ \ \ I
PIPE PIPE I m
FOUND l/
\ LTJ /
� I � FOUND � �
X -x -x
�� fes. I I I \ \ I I I \ 1
- _ _ - - _ - - \ N55' 48 OSE - 198.90 \ \ / / / / / / oo / '�/ / '�- sIoNE �,TLE.T �. c_0
\ \
\ 1 / \ \ / / SkE DET. 61 . 2 I I I && 1\ \ \ I
4 \
\ \ \ I I h/ / \ r --"r--- •�--15 BUF1�`EL-----�---- /-•�--� / ��,/ / / / / / / / / 7 18"HDPEIN 8871.00 I I p \ l
V=895.98 UI / I \ \ / \ \ J I / I I / / / , �/ / CLASS B RIPRAP , / / �-/ / / / / , I \ I `I I -.C. GRID -I AD 33 H/
I I I \ / / /YARD INLET -1 / / / / / �� PE INV. OUT = 887.50 , / / ��� / �� \ I I I / // `"PIPE FOUND 7
\ ) I I I \ I I _L; \ I / / �/ / / RIM : 886.75_ / i / I / / / / /� / / / / �, H / i I I� 7 I N=909,201..25-
1,682,422.94
5
\
&L9,91
p 15"HDPE INV IN :883.75 / /TEMPOP,ARY DIV&<SION � / / �� AL, x 9' W 1 6b2 42 .94
99 40'SETBAC�C I / / (ENSURE.#OSITIV / / -/ / w / /
\ I I -SII 8�NINV. IN : 883 75 / I / N 0 / DRAINAGE) SEE-tET. 9/C902 / , / / �UTLET PROTECTIdN
1 I �\ I I / / / 0 z I / / / `b / / / SEE DET. 71C902
I \ oa'o 31 1 CURB INLET 7 / / m� / /II
)TEMPORARY CONSTRUCTION I RIM :892.85 I r to / / / / / / / / % / N
� I I / / ENTRANCE SEE DET. 41C902 15 HDPE IW IN : 888.50 o, I / / Q ,'I� /I Off I I I
I I [ ►71I ' DITCH TO BE MATTED WITH I 15" PE INV OUT: 888.40 I/ / Imo/ �` / _� PIPE 3 / `\CK -4-
HD / ��/ �� / .J \ \ \ r \ I \/ I I I I I I I
/ ILL \ /II
N.C. GRID -NAD 83 I I I I w r� l Y CURLEX II SEE DET. VC904\
�� / / p \
IIIow 1 1II ) SILT F
NCE N N,, PIPE FOUND M SEE DET. 510902
N=908,873.72'Z
E=1,682,026.43' "I�PIPE-2- , 4*
I
\
oe I
I III I / ; / i < / / / /%� �► / / / I� III 11 fill
�
♦Ne� II / 1111111 I
ZONE RS -40 -�/ - , _ N5s 26 53_E - 100.91 . _ / _ _ _ / / 1111
// _ -,,,�_ Nt�7. 15 �4 E 103\62'III
co
INLET PRO CTI (YP. AT / / /� / \ \ _ �\ - �- __ n lH / 111 l I
I
-n- � ALL INLE i S) SEE DE 8/0902
-15' BUFFED I PIPE
111 PIPE PIPP/
OUNDI FOUND
FlIIHII IIIlIII I I Q x- xI-x H I II I
i \
II
o
I I I I I I I I I
STONE OLITLET ` \ \
m 1 SEE DET. 61C902 I \ SUE ANN MARLER
4 S B o I I I I \ D.B. ".743, PG. 113 //
\ /
895 - I I u' I �I p g IANN PGR 1E9 I \ LOT 1 P.B. 17, PG. 195,
TAX ID #6980-29-4073.00
a 1 \ I I LOT 2I P.B. 17, FG. 195 I \
I I I X TAX &6980-28-:.965.00LL
\ ZONED: RS40
Z \ III I
co
I ml // / / I / o I I \ ZONED: RS40\\)
\ I I 898 / / \ I I \ \ \ , ►11 t l 1 I
I/ a) o/ / / / I I/ w 1
INV=5.84
3:j
00
/ I
/ �I / ( �x
rn / ( 0 / / // / I ! 00
00
140
CC)
�
j I INV=894.9 / I w �W
/ r
�-
I SLOPES TO BE MATTED WITH I '
INLET PROTEC I N (TYP. AT / CURLEX II SEE DET. 11C904 1 I I I
ALL INLETS) S DET. 81C902 / 4 i" REBAR
w / o I I / / / 1 I 8 SET '
I I I l a
II '
o // I �� CURB INLET - 1
W
I -RIM: 892.65 N70: 51 35"E
15" HDPE INV OUT: 19.50 895 I I 16.45',
.C.DOT RIW I I
\ I ! X894 ONUMENTI
FOUNDI I /
8901
MAG NAIL �-� o=�so�►r oOaaq,o 887' -� �1
SETJ��,° ' N21. 59' 29"W
sT sT I� sT' �� - �� - - �r�. \��.; ` I 9.11'
ST s7 IF RCP - - -
INV=888.44 �� _- R0�
' / \ � D R/W\
INV=892��LtW'S CREEK ROAD - (S.R.1965) / / �- CURVE DAT \ - -
/ ��_
VARIABLE WIDTH PUBLIC RIR : a)z- � SILT FENCE ' R=669.10' / `rROD \
SEE DET. 510902 ` / FOUND / 1
CH=S61 °28'46"lM --_
i 1
181, CA
DG� F-WEMENT 168.55' / , , (� sr - Sr
N C.DOT RIW 1
i 1 15"RCP\ MONUMENT o
1 /
ST \ =Ire= - \ -RCP FOUND o \�
i - \ o \�
j
0
U
O
I �
\, - R
IN�479.5
A T- \
P�
\ _ ROAD RM1 _
/ �- \ \ \ \ �- _ - - EDGEOFP (p NV=879.58 /
/ INV=866.93
INV=892.24 /
/
ROAD
R - INV=879.59
SKIMMER BASIN CALCULATIONS
1. DA = 2.25 ACRES
2. DU = 1.87 ACRES
3. to = 5 minutes
4. i= 6.83
hr
5. C= 0.6
6. Q10 = CiDA = (0.6)(6.83)(2.25) = 9.22 ft3
/s
7. SAreq = 325Q10 = (325)(9.22) = 2,997 ft2
8. VYeq = 1800DU = (1800)(1.87) = 3,366 ft3
9. depth = 3.0
10. W = 45 ft , L = 93 ft
11. SApvd = 3,711 ft2
12. Vpvd 9,082 ft3
13. LWEIR = 20'
14. V@top 2 ft 6 720 ft3
15. Tdewater= 3 days
16. Qdewater = V@ top 2 jdewater= 2,240 ft3/d
STRUCTURE TABLE
PIPE TABLE
STRUCTURE NAME
DETAILS
PIPE NAME
SIZE
LENGTH
SLOPE
CURB INLET - 1
RIM = 892.65'
INV OUT = 889.50'
PIPE -1
15 INCH CORRUGATED HDPE PIPE
190.67'
0.51%
a_
O
PIPE - 2
15 INCH CORRUGATED HDPE PIPE
93.61'
4.77%
W
C/)
126 EXECUTIVE DRIVE - SUITE 220
RIM = 892.85'
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
LU
CURB INLET - 2
INV IN = 888.50'
PIPE - 3
15 INCH CORRUGATED HDPE PIPE
139.37'
4.36%
U
INV OUT = 888.40'
W
YARD INLET -1
RIM = 886.75'
INV IN = 883.75'
¢
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
W
(V)
INV OUT = 883.65'
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
SHEET: LU
© COPYRIGHT 2017 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.
LEGEND
- - PROPERTY LINE
loo EXISTING CONTOURS
rc� PROPOSED CONTOURS
SETBACK
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF WINSTON SALEM
INSPECTIONS.
2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE -CONSTRUCTION CONFERENCE AND
INSPECTION SCHEDULE.
SELF INSPECTION -----EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LAND -DISTURBING
ACTIVITIES, LARGER THAN ONE (1) ACRE, MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE
PROJECT, AND DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM THE
CITY OF WINSTON-SALEM INSPECTIONS OFFICE.
THE PHASES ARE AS FOLLOWS:
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. INSTALL SKIMMER
BASIN AND BMP OUTLET STRUCTURE WITH FAIRCLOTH SKIMMER. CONNECT FAIRCLOTH SKIMMER
TO BMP OUTLET STRUCTURE. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN
ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY
FORSYTH COUNTY EROSION CONTROL INSPECTIONS.
b. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
C. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
d. INSTALLATION OF STORM DRAINAGE FACILITIES.
e. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
f. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
3. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
4. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
5. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS FOLLOWS:
a. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
b. TEMPORARY SEDIMENT BASINS. FOR SITES OVER ONE (1) ACRE, OUTLET STRUCTURES
[SKIMMERS] THAT ONLY WITHDRAW WATER FROM THE SURFACE OF THE BASIN, SHALL BE
UTILIZED. NO SEDIMENT TRAPS OR ROCK DAMS ALLOWED.
C. TEMPORARY DIVERSION BERMS
d. TEMPORARY SILT FENCING
e. SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES (INCLUDING "CLEAN" WATER
DIVERSION) UPON COMPLETION OF CONSTRUCTION. SEE GROUND STABILIZATION CRITERIA
BELOW FOR MORE INFORMATION.
6. BEGIN CLEARING, GRUBBING, AND STRIPPING OF SITE AS REQUIRED. EARTHEN -MATERIAL STOCKPILES
ON-SITE FOR LATER DISTRIBUTION AND/OR REMOVAL, AREAS DEDICATED FOR MANAGEMENT OF LAND
CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE, AND HAZARDOUS OR TOXIC
WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS
(UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE), AND WITHIN
AREAS PROTECTED BY EROSION CONTROL MEASURES.
7. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE MAINTENANCE
PLAN. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED.
8. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES. STORM PIPING SHALL BE INSTALLED TO THE POINT
WHERE IT ENTERS EACH DEVICE. COMPLETION OF PIPING WILL ONLY BE ALLOWED ONCE THE SITE HAS
BEEN DEEMED STABLE BY THE EROSION CONTROL INSPECTOR. INSTALL PROTECTION AROUND ALL
INLETS AS STORM DRAIN SYSTEM IS INSTALLED.
9. BRING BUILDING PAD TO SUBGRADE AND INSTALL STONE BASE TO PROTECT EXPOSED SOILS.
10, BRING PARKING LOT TO SUBGRADE AND INSTALL STONE BASE TO PROTECT EXPOSED SOILS.
11. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN
ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION CONTROL
MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR.
12. EXCAVATE ACCUMULATED SEDIMENT FROM SKIMMER BASIN AND RETROFIT AS WET DETENTION BASIN TO
TREAT POST -CONSTRUCTION STORMWATER. DO NOT DIVERT ANY STORMWATER TO WET DETENTION
BASIN UNTIL SITE IS STABILIZED WITH PAVEMENT AND VEGETATION.
13. SEED ALL EXPOSED AREAS PER NPDES.
14. INSTALL SILT FENCE ALONG EASTERN SIDE OF NC HWY 65.
15. INSTALL INLET PROTECTION AROUND PIPE INLET.
16. REMOVE REMAINING EROSION CONTROL MEASURES AFTER SITE STABILIZATION AND RELEASE BY
PERMITTING AUTHORITIES.
17. COMPLETE INSTALLATION OF PERMANENT LANDSCAPING.
18. SELF INSPECTION FORMS AND INFORMATION SEE SHEET C001,
PHASI
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
g 0
U
LLI LoZ
Z COY
W CC)
U 4:1z
w
3:0
LLJ
J U)
W
m
Pei
U
2 ESC PLAN
H
Cn
W
REVISIONS:
W
J
U)
B EC
LLJO
W
J
a_
O
�lj.
SHEET SIZE:
:NGINEERING PLANNING I ENVIRONMENTAL
24"x36"
W
C/)
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
LU
Z
W
W
��I�Itllrtr�� r
U
CARP ''<.!
W
).CHURCH
O
¢
=
W
(V)
W
SHEET: LU
0301
- 9
r
ill Sll Iwo
IU)
06/05/2017
z
Q
``�'��� r� ','ii
W
•
` ©�P R� , I
•U
NCBELS#C-3448
Un
.
O
•. j C aR
z
�.
0
g 0
U
LLI LoZ
Z COY
W CC)
U 4:1z
w
3:0
LLJ
J U)
W
m
Pei
U
2 ESC PLAN
H
Cn
W
REVISIONS:
J
LLJO
z
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
�
PROJECT NUMBER:
U
3160092016
Z
W
DRAWN BY:
J.EDWARDS
APPROVED BY:
).CHURCH
O
SCALE:
1" = 30' (H)
LLJ
(V)
W
SHEET: LU
0301
J
W
�
I..I_

(m
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS TH�CAV1��
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
\ 5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
\ / COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
\ 7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
\ BORROW SITE.
\ / MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
- - - - - - - - - - - - - - - - - - - 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
\ \ COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
\ \ \ \ CURVE DATA �° \ I / AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
\ \ \ L=19"9.70'/,� AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
\ \ \ \\ \ 5'109.10' \ \ ,' ,� I / // �' SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
CH=N25° 107.66' \ ,'� �� / / / - ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
r FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
G2P�,/ PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
\ \ \ \ ROM5,RIW \ \ - - - - - \ �l \ \ / // / MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
�. ' �I / / 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
� REBAR CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
\ \ \ Ci�RS00-N DkIIVE 66O` PUBLIC�11- ,-- _ - - _ \ ,'' / / / �/ \ \ T_ 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
_ 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
I PLAT BOOK 17, PAGE 19� PROPER EROSION CONTROL MEASURES AT ALL TIMES.
EDGE OF GRAVEL � � \ ""� / � � / /\
\ \ \ \ \ \ \ 2- /
\ z' FIPE------- \ - ----\---------------- \ - ----- c-----�✓ %
\-- FOUND � \ E�GEOFGRAVEL
I
TMDRfW-- \ \ i - - N D D REFE C.E. ffAL/NC�,
e^ REBAR \ \ I I UNKNOV
�P \ \` I LOT 17 - P1B. 171 PG. 195
` - __ KT �� \ I I I TAX ID #11980-29-23kop
\ \\ \ �� \ I ZOt ED: RS4J
\ / \
III
\ oI �
\ \ MIKE & GINGER H. MARTIN
\ I D.B. 2117, PG. 4565 I _04
�9F� I I I I I f I I \\\ 1 \I 1 11
\ N LOT 6 - P.B. 17, PG. 195 ` � / s I 10' EME GENCY SPILLWAY \
\ INV=8951 L \ TAX ID #6980-29-0014.00 / / // / / 1 \ IELEV. =77.00 TO BE LINED I \ I I 1 1
00
I / �? / IWITH CLIASS B RIPRAP I \ \I\ \ \ I
ZONED: RS40 * m :
M \ O
`
\ \ \ ( �Z I \ Z // LIMITS OF DISTURBANCE ` // / �,/ / / / �q I �
I I I 2.39_t ACRES
OUTLET 5'TRU TURF
8 U SEE DET. 31C9� \ \ \ \ I
PIPE 9S\ a, PIPE � I ml/
sl Ll FOUND / I FOUND / / / / / / / +
N55' 48' 08"E - 198.90' / �o p / � I I 1 \
I \
1 % - \ / / / / / 1..� y S ONE 0 TLE.T
\ / 4F u! SkE DET. 61k2 \ I I � 1\ \ \ I
r������.�-_15 BUF1�`EL\ j ���j/�.����, / ��,�, / // // / ^ / 7 18"HDPEINtl.=\871.00 I I I 6'p \ �) l
V=895.96 U1 / \ / / / I / I I / / / �; / CLASS B RIPRAP ", / / , / \ I `I p .C. GRID -I AD 33
= 887.50 , / / I I I I "y21PE F01JND
r_ _ PE INV. OUT / 7
YARD INLET 1 } / / / / / / ,♦� / / \' I tI N=909,202..25
RIM 886.75 ' 7 i r,682,422.94
) /
\899 L Im \ I 40' SETBA / / 15" HDPE INV IN :883.75 / I / I / / / / �, / / / / ��� T /L, x 9'W I \
I 1 _�,5" IjpPE1NV�1L88�65 / / IN I / / / �, ` , / / �UTLET PROTECTIdN \ I
\ [ / 8" PVC INV IN 883 75 / r, o 2
SEE DET. 7/C90
\ I CURBINLET-a I / o m / / / / / , / / I
RIM: 892.85 7 / / / / / / / / / c / / ` NII 1� (/ /// I
III I I / m
SAND
DE/. EC902 / IIIII I
I / 15"HDPE IW IN :888.50 I 3 ,
1 1 I I 15" HDPE IP V OUT :888.40 / �/ / pIPE -4-
H
�
DITCH TO BE MATTED WITH I /ILLI / \
N.C. GRID -NAD 83 I I I I CURLEX II SEE DET. 11C904 '
/ q" PIPE FOIfND _,)-,NAA I a I /
1:,::) / / / \ , SILT FVNCE �/ N
N=908,873.72' 'al Z C c / \ SEE DET.51C902 b� pN' IN / I I I I
/ E=1,682,026.43' I I[ l o I h I / / /
894. -PIPE-2- I� ll»IIIj�111
w I I 1
l 1. � ; _
ZONE RS -,4U , - N54' 26' 53"E - 100.91 . - / - - - / IIIII
- �_ Nt 7 15 �4 E 103 62' ' 1
ItT
INLiT PR T P' AT •o
/ / -G- I \ �� ALL INLETS) . 8/C 902. '"' \ I \
c / I w • • / �`, // /l I��/IIIA
\ / \ 1 p. j' I _ 15' BUFFED 2' PIPE I I\ PIPE \ \ \\ I \�j PIP
/ / / a> age / • •e ,• / �\ t, ' \ FOUND I I \ \ FOUND \ \FPU SII I II IIIII % I
/ I 1 I
/ I 111111 I
\ \ a ' / /• • % \ \ 1 STONE OgTLET
\ \ \ I / I / f % • e / / m 1 ) SEE DET. 61C902 I \ SUE ANN MARLER
I / -III I
I \ D.B. "1743, PG. 113 \ � /
4 S B CK N ' #I SUEIANN MARLER /
\ \ \ r - I LOT 1 - P.B. 17, PG. 195,
D \ I x LOT. 6.11PB3,17, PG.119
I \\ TAX ID #6980-29-4073.00 S40 \ k 111 II I \ / I
�i\ I I\ / I c h / I Z I
�� / / I 1 X TAX ID` 6980 RS4065.00 \ ZONED. R
\ I I I/
I\ II 898 I o /.. / i I 1 I \ .� i I \ \ \, ►1) �� i
Lu
/r II
INV=I45.84
/ , 1
O � I
I I INV=894.9
I I I
I I I>
/ o
W
-8g5-
/
I
I
I/
1
/1
/ I
PIPE TABLE
I
\I I
DETAILS
PIPE NAME
SIZE
LENGTH
SLOPE
I
RIM = 892.65'
INV OUT = 889.50'
\ \
1
1\ 1
0.51%
\ \
I I
I 1
•
PIPE - 2
15 INCH CORRUGATED HDPE PIPE
93.61'
/
c
I
I
I I
\
WILKESBORO, NC 28697
\ \
336.844.4088 http://brec.biz
I
1
CURB INLET - 2
INV IN = 888.50'
PIPE - 3
15 INCH CORRUGATED HDPE PIPE
\
\ \
0` \
I 1
[
I
f
I
1
II II \
I
I
opo
I\ \\
_ 5
•
I
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
-c'
C302
C;vo . �
!7111111111111\
INVj894.81
06/05/2017
z
Q
'`11,..111,
`M� � ,ec , P., '�• •,
W
�.U
NCBELS#C-3448
I
I
I`
z
+11111!111.1..1.
0
N
\U
\
IVV=896.29
0 �
(m
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS TH�CAV1��
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
\ 5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
\ / COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
\ 7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
\ BORROW SITE.
\ / MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
- - - - - - - - - - - - - - - - - - - 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
\ \ COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
\ \ \ \ CURVE DATA �° \ I / AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
\ \ \ L=19"9.70'/,� AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
\ \ \ \\ \ 5'109.10' \ \ ,' ,� I / // �' SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
CH=N25° 107.66' \ ,'� �� / / / - ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
r FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
G2P�,/ PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
\ \ \ \ ROM5,RIW \ \ - - - - - \ �l \ \ / // / MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
�. ' �I / / 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
� REBAR CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
\ \ \ Ci�RS00-N DkIIVE 66O` PUBLIC�11- ,-- _ - - _ \ ,'' / / / �/ \ \ T_ 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
_ 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
I PLAT BOOK 17, PAGE 19� PROPER EROSION CONTROL MEASURES AT ALL TIMES.
EDGE OF GRAVEL � � \ ""� / � � / /\
\ \ \ \ \ \ \ 2- /
\ z' FIPE------- \ - ----\---------------- \ - ----- c-----�✓ %
\-- FOUND � \ E�GEOFGRAVEL
I
TMDRfW-- \ \ i - - N D D REFE C.E. ffAL/NC�,
e^ REBAR \ \ I I UNKNOV
�P \ \` I LOT 17 - P1B. 171 PG. 195
` - __ KT �� \ I I I TAX ID #11980-29-23kop
\ \\ \ �� \ I ZOt ED: RS4J
\ / \
III
\ oI �
\ \ MIKE & GINGER H. MARTIN
\ I D.B. 2117, PG. 4565 I _04
�9F� I I I I I f I I \\\ 1 \I 1 11
\ N LOT 6 - P.B. 17, PG. 195 ` � / s I 10' EME GENCY SPILLWAY \
\ INV=8951 L \ TAX ID #6980-29-0014.00 / / // / / 1 \ IELEV. =77.00 TO BE LINED I \ I I 1 1
00
I / �? / IWITH CLIASS B RIPRAP I \ \I\ \ \ I
ZONED: RS40 * m :
M \ O
`
\ \ \ ( �Z I \ Z // LIMITS OF DISTURBANCE ` // / �,/ / / / �q I �
I I I 2.39_t ACRES
OUTLET 5'TRU TURF
8 U SEE DET. 31C9� \ \ \ \ I
PIPE 9S\ a, PIPE � I ml/
sl Ll FOUND / I FOUND / / / / / / / +
N55' 48' 08"E - 198.90' / �o p / � I I 1 \
I \
1 % - \ / / / / / 1..� y S ONE 0 TLE.T
\ / 4F u! SkE DET. 61k2 \ I I � 1\ \ \ I
r������.�-_15 BUF1�`EL\ j ���j/�.����, / ��,�, / // // / ^ / 7 18"HDPEINtl.=\871.00 I I I 6'p \ �) l
V=895.96 U1 / \ / / / I / I I / / / �; / CLASS B RIPRAP ", / / , / \ I `I p .C. GRID -I AD 33
= 887.50 , / / I I I I "y21PE F01JND
r_ _ PE INV. OUT / 7
YARD INLET 1 } / / / / / / ,♦� / / \' I tI N=909,202..25
RIM 886.75 ' 7 i r,682,422.94
) /
\899 L Im \ I 40' SETBA / / 15" HDPE INV IN :883.75 / I / I / / / / �, / / / / ��� T /L, x 9'W I \
I 1 _�,5" IjpPE1NV�1L88�65 / / IN I / / / �, ` , / / �UTLET PROTECTIdN \ I
\ [ / 8" PVC INV IN 883 75 / r, o 2
SEE DET. 7/C90
\ I CURBINLET-a I / o m / / / / / , / / I
RIM: 892.85 7 / / / / / / / / / c / / ` NII 1� (/ /// I
III I I / m
SAND
DE/. EC902 / IIIII I
I / 15"HDPE IW IN :888.50 I 3 ,
1 1 I I 15" HDPE IP V OUT :888.40 / �/ / pIPE -4-
H
�
DITCH TO BE MATTED WITH I /ILLI / \
N.C. GRID -NAD 83 I I I I CURLEX II SEE DET. 11C904 '
/ q" PIPE FOIfND _,)-,NAA I a I /
1:,::) / / / \ , SILT FVNCE �/ N
N=908,873.72' 'al Z C c / \ SEE DET.51C902 b� pN' IN / I I I I
/ E=1,682,026.43' I I[ l o I h I / / /
894. -PIPE-2- I� ll»IIIj�111
w I I 1
l 1. � ; _
ZONE RS -,4U , - N54' 26' 53"E - 100.91 . - / - - - / IIIII
- �_ Nt 7 15 �4 E 103 62' ' 1
ItT
INLiT PR T P' AT •o
/ / -G- I \ �� ALL INLETS) . 8/C 902. '"' \ I \
c / I w • • / �`, // /l I��/IIIA
\ / \ 1 p. j' I _ 15' BUFFED 2' PIPE I I\ PIPE \ \ \\ I \�j PIP
/ / / a> age / • •e ,• / �\ t, ' \ FOUND I I \ \ FOUND \ \FPU SII I II IIIII % I
/ I 1 I
/ I 111111 I
\ \ a ' / /• • % \ \ 1 STONE OgTLET
\ \ \ I / I / f % • e / / m 1 ) SEE DET. 61C902 I \ SUE ANN MARLER
I / -III I
I \ D.B. "1743, PG. 113 \ � /
4 S B CK N ' #I SUEIANN MARLER /
\ \ \ r - I LOT 1 - P.B. 17, PG. 195,
D \ I x LOT. 6.11PB3,17, PG.119
I \\ TAX ID #6980-29-4073.00 S40 \ k 111 II I \ / I
�i\ I I\ / I c h / I Z I
�� / / I 1 X TAX ID` 6980 RS4065.00 \ ZONED. R
\ I I I/
I\ II 898 I o /.. / i I 1 I \ .� i I \ \ \, ►1) �� i
Lu
/r II
INV=I45.84
/ , 1
O � I
I I INV=894.9
I I I
I I I>
/ o
W
-8g5-
/
I
I
I/
1
/1
/ I
INLET PROTEC I N (TYP. AT
ALL INLETS) S DET. 81C902
CURB INLET -1 /
RIM: 892.65 I -
15" HDPE INV OUT :9 9.50
MAG NAIL
/ J / SET/
sT /� ST
ST monosT 1 g RCP
INV=888.44
INV=892.tELEW'S CREEP( ROAD - (S.R.1965) '
VARIABLE WIDTH PUBLIC RIR: � ag
i
C3 I INV=892.24
DOLLAR GENERAL
9,100 SQ. FT.
F.F.E. 895.00
CLEANOUT -
SEE DET. 3IC903
/ SLOPES TO BE MATTED WITH
/ CURLEX II SEE DET. 11C904
8 - 8" PVC ROOF
DRAINS
9
00
i
I m
Lu
/ 10 fir I
I
REBAR
I SET
I
I� r
_ 0 I r Nv 51 16.45',
.C.DOT RIW
ONUMENTI
FOUNDI 1 /
- - - - ROADRw
1' I
N21` 59' 29"W o
►-�e��_.�1���
am an �� 19.11' Z
U
/ �\ ROAD RiW \
i R=604.13' 1
SILT FENCE \
L=169.10' i "f`ROD ��AVEMEN7�- 1
SEE DET. 51C902- / ��
/ CH=S61°28'46"W` -_ FOUND I
8" CMP
DGE F BKVEMENT
/ 168.55' �a sr sr
� � / N.C.DOT RIW � _ � I •
- - - -� � _�- MONUMENT / i0_
\ = IN�89718 1 - _ - - \ 15, RCP \ - *15 FOUND j d
lh O \
\ ROAD RMI / �' j �� \ �- - - - EDGEOFP 10 �- INV=879.58 /
/ INV=866.93
RdV=879.59
7L-
W�879.5
STRUCTURE TABLE
PIPE TABLE
STRUCTURE NAME
DETAILS
PIPE NAME
SIZE
LENGTH
SLOPE
CURB INLET - 1
RIM = 892.65'
INV OUT = 889.50'
PIPE -1
15 INCH CORRUGATED HDPE PIPE
190.67'
0.51%
4
��ti
•
PIPE - 2
15 INCH CORRUGATED HDPE PIPE
93.61'
/
c
C/)
126 EXECUTIVE DRIVE - SUITE 220
RIM = 892.85'
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
LU
CURB INLET - 2
INV IN = 888.50'
PIPE - 3
15 INCH CORRUGATED HDPE PIPE
139.37'
4.36%
U
W
INV OUT = 888.40'
YARD INLET -1
RIM = 886.75'
INV IN = 883.75'
opo
m
_ 5
•
INLET PROTEC I N (TYP. AT
ALL INLETS) S DET. 81C902
CURB INLET -1 /
RIM: 892.65 I -
15" HDPE INV OUT :9 9.50
MAG NAIL
/ J / SET/
sT /� ST
ST monosT 1 g RCP
INV=888.44
INV=892.tELEW'S CREEP( ROAD - (S.R.1965) '
VARIABLE WIDTH PUBLIC RIR: � ag
i
C3 I INV=892.24
DOLLAR GENERAL
9,100 SQ. FT.
F.F.E. 895.00
CLEANOUT -
SEE DET. 3IC903
/ SLOPES TO BE MATTED WITH
/ CURLEX II SEE DET. 11C904
8 - 8" PVC ROOF
DRAINS
9
00
i
I m
Lu
/ 10 fir I
I
REBAR
I SET
I
I� r
_ 0 I r Nv 51 16.45',
.C.DOT RIW
ONUMENTI
FOUNDI 1 /
- - - - ROADRw
1' I
N21` 59' 29"W o
►-�e��_.�1���
am an �� 19.11' Z
U
/ �\ ROAD RiW \
i R=604.13' 1
SILT FENCE \
L=169.10' i "f`ROD ��AVEMEN7�- 1
SEE DET. 51C902- / ��
/ CH=S61°28'46"W` -_ FOUND I
8" CMP
DGE F BKVEMENT
/ 168.55' �a sr sr
� � / N.C.DOT RIW � _ � I •
- - - -� � _�- MONUMENT / i0_
\ = IN�89718 1 - _ - - \ 15, RCP \ - *15 FOUND j d
lh O \
\ ROAD RMI / �' j �� \ �- - - - EDGEOFP 10 �- INV=879.58 /
/ INV=866.93
RdV=879.59
7L-
W�879.5
STRUCTURE TABLE
PIPE TABLE
STRUCTURE NAME
DETAILS
PIPE NAME
SIZE
LENGTH
SLOPE
CURB INLET - 1
RIM = 892.65'
INV OUT = 889.50'
PIPE -1
15 INCH CORRUGATED HDPE PIPE
190.67'
0.51%
a_
��ti
PIPE - 2
15 INCH CORRUGATED HDPE PIPE
93.61'
4.77%
W
C/)
126 EXECUTIVE DRIVE - SUITE 220
RIM = 892.85'
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
LU
CURB INLET - 2
INV IN = 888.50'
PIPE - 3
15 INCH CORRUGATED HDPE PIPE
139.37'
4.36%
U
W
INV OUT = 888.40'
YARD INLET -1
RIM = 886.75'
INV IN = 883.75'
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
m
_ 5
INV OUT = 883.65'
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
-c'
© COPYRIGHT 2017 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.
LEGEND
- - PROPERTY LINE
loo EXISTING CONTOURS
rc� PROPOSED CONTOURS
SETBACK
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF WINSTON SALEM
INSPECTIONS.
2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE -CONSTRUCTION CONFERENCE AND
INSPECTION SCHEDULE.
SELF INSPECTION -----EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LAND -DISTURBING
ACTIVITIES, LARGER THAN ONE (1) ACRE, MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE
PROJECT, AND DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM THE
CITY OF WINSTON-SALEM INSPECTIONS OFFICE.
THE PHASES ARE AS FOLLOWS:
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. INSTALL SKIMMER
BASIN AND BMP OUTLET STRUCTURE WITH FAIRCLOTH SKIMMER. CONNECT FAIRCLOTH SKIMMER
TO BMP OUTLET STRUCTURE. SKIMMER BASIN TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN
ADEQUATELY STABILIZED AND APPROVAL TO REMOVE MEASURE HAS BEEN RECEIVED BY
FORSYTH COUNTY EROSION CONTROL INSPECTIONS.
b. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
C. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
d. INSTALLATION OF STORM DRAINAGE FACILITIES.
e. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
f. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
3. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
4. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
5. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS FOLLOWS:
a. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
b. TEMPORARY SEDIMENT BASINS. FOR SITES OVER ONE (1) ACRE, OUTLET STRUCTURES
[SKIMMERS] THAT ONLY WITHDRAW WATER FROM THE SURFACE OF THE BASIN, SHALL BE
UTILIZED. NO SEDIMENT TRAPS OR ROCK DAMS ALLOWED.
C. TEMPORARY DIVERSION BERMS
d. TEMPORARY SILT FENCING
e. SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES (INCLUDING "CLEAN" WATER
DIVERSION) UPON COMPLETION OF CONSTRUCTION. SEE GROUND STABILIZATION CRITERIA
BELOW FOR MORE INFORMATION.
6. BEGIN CLEARING, GRUBBING, AND STRIPPING OF SITE AS REQUIRED. EARTHEN -MATERIAL STOCKPILES
ON-SITE FOR LATER DISTRIBUTION AND/OR REMOVAL, AREAS DEDICATED FOR MANAGEMENT OF LAND
CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE, AND HAZARDOUS OR TOXIC
WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS
(UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE), AND WITHIN
AREAS PROTECTED BY EROSION CONTROL MEASURES.
7. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE MAINTENANCE
PLAN. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED.
8. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES. STORM PIPING SHALL BE INSTALLED TO THE POINT
WHERE IT ENTERS EACH DEVICE. COMPLETION OF PIPING WILL ONLY BE ALLOWED ONCE THE SITE HAS
BEEN DEEMED STABLE BY THE EROSION CONTROL INSPECTOR. INSTALL PROTECTION AROUND ALL
INLETS AS STORM DRAIN SYSTEM IS INSTALLED.
9. BRING BUILDING PAD TO SUBGRADE AND INSTALL STONE BASE TO PROTECT EXPOSED SOILS.
10, BRING PARKING LOT TO SUBGRADE AND INSTALL STONE BASE TO PROTECT EXPOSED SOILS.
11. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN
ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION CONTROL
MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR.
12. EXCAVATE ACCUMULATED SEDIMENT FROM SKIMMER BASIN AND RETROFIT AS WET DETENTION BASIN TO
TREAT POST -CONSTRUCTION STORMWATER. DO NOT DIVERT ANY STORMWATER TO WET DETENTION
BASIN UNTIL SITE IS STABILIZED WITH PAVEMENT AND VEGETATION.
13. SEED ALL EXPOSED AREAS PER NPDES.
14. INSTALL SILT FENCE ALONG EASTERN SIDE OF NC HWY 65.
15. INSTALL INLET PROTECTION AROUND PIPE INLET.
16. REMOVE REMAINING EROSION CONTROL MEASURES AFTER SITE STABILIZATION AND RELEASE BY
PERMITTING AUTHORITIES.
17. COMPLETE INSTALLATION OF PERMANENT LANDSCAPING.
18. SELF INSPECTION FORMS AND INFORMATION SEE SHEET C001,
FINAL PI
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
g 0
U
LLI LoZ
Z coY
W CC)
of U 4t
w
3:0
LLJ
J U)
W
m
Pei
U
SASE ESC PLAN
H
W
0
U
0
0
W
I-
REVISIONS:
W
U)
B EC
LLJ
NJ
W
J
a_
��ti
W
SHEET SIZE:
:NGINEERING I PLANNING ENVIRONMENTAL
24"x36"
W
C/)
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
LU
z
W
W
,y 111111111111
CAF?C) ,,
U
W
APPROVED BY:
~ ��
Lu
AL
m
_ 5
U)
-c'
C302
C;vo . �
!7111111111111\
��/�
v )
06/05/2017
z
Q
'`11,..111,
`M� � ,ec , P., '�• •,
W
�.U
NCBELS#C-3448
C/)
0
CA
z
+11111!111.1..1.
0
0
g 0
U
LLI LoZ
Z coY
W CC)
of U 4t
w
3:0
LLJ
J U)
W
m
Pei
U
SASE ESC PLAN
H
W
0
U
0
0
W
U)
W
REVISIONS:
LLJ
NJ
0
z
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
�
PROJECT NUMBER:
U
3160092016
z
W
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
O
SCALE: LL
1" = 30' (H)
0
Lu
(V)
U)
SHEET: J
C302
u1i

I \ \
\ \ CURVE DATA
\ _/_\_ / _, /__- y/ v-_-�.x --' / • /\'/ / �xa_/\--; \ .�/ \ -- _\ / _\- -'-/_IIII\ /-/ -- _- '-/_/e`//•
// -'✓--/ \ / / - J_1 /_I�II / I \I-4�I/ - / 'R/, = I ,I9/I ►/ 3,I./ 7U' ``I I IIr 5o/ - ` \ ,/ -_'�\ ►_ IIl/IIIY` I / / / // /-/ i/ \ /\ W/\/lI \E//ILI L
o L=109.10'
If
CH=N25°14'13"E I/ ��/\ /„ / / \/\ / / \/ / /- / /// o\ / / /\ \5�\// � 1 \ \ // /�a< \, // //,/ v \o///� /�\/ , \/ i/_ - i/ / \ �\// /o/i \ /• /I / // / J//i / \ / // \ // // \/ / / I\ //\\ // // // / //// I\xI//\I /x \////,/// \l/ / \ // /l/\ / / ///\ ///\\/ / /\/\�/� //TSON OLIVE =6(` RIJ�IC
PLAT BOOK 17, PAGF\19
SED -E OGVEL /
- PIPE 7-
IIf
ON ---
EFG--
U\�
I\♦/I- /�///
C.
.\Ey///
\.c EA_L
C
/ �
TBAR UNKNOWN DE D REFE�EN
TM \ P113.
1 9
POLE - - - - KI AX'ID #49802923i00
ZOIIIED: RS4J
ul
\ oWELL MIKE & GINGER H. MARTIN a° I
D.B. 2117, PG. 4555 3 �
LOT 6 - P.B. 17, PG. 195N L TAX ID #6980-29-0014.00
00
ZONED: RS40 o 2
z po
21 1
PIPE mPIPE
FOUND FOUND -
N55' 48' 08"E 198.90'
VI 15'�
r---
/` I, `I // II,I / /. • \/ lIIII I-// `\I /II �III I/ 1` ) /
\ \\I - I \\III \ � \ \ \\ \ \ - 1 X I I► I\I I
�
\I \
I�II\
/I I/)i / ►I =�J 11`<\/, /I// / 1 / /\ I\I j�I1)I11-
GI I l�I (
II l)I
R
II I DI
-/III
1/
l 1
h1I/
A/1I /I1I
' I
I/DiI
11I
I1
I
3
I
I
I/
/lI
I 3
N^'oE21/ 925-
cy)/`��1 682 422.94 1//8/9�/
8"PVCINVIN:88175 N 0zm
m A
UTILITY POLE TO BE
RELOCATED
M -7-/
N.C. GRID -NAD 83 (COORDINATE III,
PROVIDER) 4 zN=908,873.72' o <<�1FOIND 5 OF 6'SHADOW
,026.43'TAIL LINES ARE E=1,682BOX WOOD FENCE AL OSES I O94 IIIII
SEE DET. 41C903 0.35 AND OF 00 GPDBASED ON THE II/-IIIu"WI / I I
Il I
/
Y DOLLAR GENERAL MOUSEE SEPTIC PERMIT 1 y II IIIIE /FOR ACTUAL LAYOUT.
ZONE RS -40 N5' 26' 53"E 100.91 N57' 15' 34"E_ 103\62' / / P P 27E
P P DP P/ -BO,
15' F 'a ( i/ 1" IPE 2 PIPPIz4" SGH 40�VC-':'PIPE
FOUND
J FluL0 Ail/ _ FOUNDI
1„ESECTRICACOND1IT _ xL_ X
0G L.
I A K m SUE ANN MARLER
D.B. '{743, PG. 113S BACK SUEIANN MARLER LOT 1 P.B. 17, PG. 195
D.B.1743, PG. 119 TAX ID #6980-29-4073.00 LOT 2I P.B. 17, FG. 195
Lz ZONED: S40
INV.=.TAX 16*6980-28-:965.00
Ll_ &CbZCNED: RS40
co / / o89s i y I I , \ \\,I
Lu�
I/
y/
/
/II
�x
Viz/
/N x
�~ / //\ �// / / Q° / DOLLAR IDENERAL Ico co
co
Ico
3 I
r
/ w 9,1 00 SQ.FT. rn x
F.F.E. 895.00 I I I z
to
LULu Lu cv
Lu LL z
0-
/ I
REBAR I 'h \
w / o SEr I \
I I I I I / / • ''' POTABLE RPZ WITH / I I I / L \
o I / o HEATED ENCLOSURE
/ I
z /
/^ N\70`IIII 51' 35"E
LIGHTED 0SIGNw , 16.45
Lu
LITY \C.DOT RIW
OLE a FOUNDIs-wrR t ONUMENT
VALVES P ITV¢ECCTRt6aDITi \ '
/ \ \
\
\
\
\
/ 890
MAG NAIL,LIRRIGnT ON RPZ WITH R/W �\,
SET a \� HEATED ENCLOSU - / P �� - .� N21' S9\ 29-W o
_ �P� \
W W �W �W \� p� ��_ \ \ g
w __ N �. FIRE HYD.
wro &VALVE P A/69• ��,
1" IRRIGATION WATER / �--z---vv~ `� 47
\ \ \ pR ADRiW F 2.5�' POLE OADR
_ UTILITY
BELEW'S CREEK ROAD - S.R. 1965) METER CURV w
,.��VARI^+BLE WIDTIa PUBLIC RIS: ,ago LR=669.10's Roo
04.13'\ �D��AVEM��` I vv p
CH=S61°2846'lN FOUND / / 1 p p
G� F BKVEMENT i i COORDINATE WATER 168.55', / /
- _ _ --- / N.C.DOT RIW I it � w o
\ _ _ TAPS WITH PROVIDER '`� / MONUMENT _ O
1" POTABLE WA MON FOUND w
-4.- -�- /-,/ - \ vt\TER �- - - - - - d j O
/
vv
=1-1
tROADRMI
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
R
I / / OAD RnA,
© COPYRIGHT 2017 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 ISA VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
LEGEND
- - PROPERTY LINE
loo EXISTING CONTOURS
rc� PROPOSED CONTOURS
SETBACK
P OVERHEAD ELECTRIC
W EX. WATER
GENERAL NOTES
n
To
0
0
70
0
Q
4-
&
.0
y
oy�9 uj
�s SITE
BELEWS CREEK ROAD
of
F
Hyl`
x'IV
VICINITY MAP (NTS)
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK,
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
BORROW SITE.
ON-SITE UTILITY NOTES
1. FOR GENERAL SITE WORK, SEE SHEET C100.
2. ALL WATER DISTRIBUTION PIPE SHALL BE DUCTILE IRON WATER PIPE CONFORMING TO ALL STATE AND LOCAL
STANDARDS.
3. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 OR GREATER.
4. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC PIPE FOR GRAVITY FLOW AND SCH 40 FOR PRESSURED FLOW
(BEDDED IN STONE) CONFORMING TO ALL STATE AND LOCAL STANDARDS.
5. FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON (PUSH -ON TYPE JOINT) CONFORMING TO ANSI AND AWWA
STANDARD SPECIFICATIONS.
6. PIPE AND FITTINGS 3" AND SMALLER ARE TO BE EITHER PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS OR SOFT
K -COPPER. GATE VALVES SHALL BE TELESCOPE TYPES. ALL VALVES MUST BE MUELLER, M&H OR KENNEDY AND BE
RATED 175 PSI WORKING PRESSURE AND 300 PSI HYDROSTATIC TEST PRESSURE. ALL VALVES WILL BE OPEN LEFT
AND BE CAST OR DUCTILE IRON BODIED.
7. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3' ABOVE THE TOP OF THE PIPE.
8. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS
TEN FEET (10'). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND
SEWER LINE IS EIGHTEEN INCHES (18").
9. THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS.
10. DIMENSIONS SHOWN ARE CENTERLINE OF PIPE OR FITTINGS.
11. ALL SPRINKLER, DOMESTIC, AND SANITARY LEADS TO THE BUILDING SHALL END 5' FROM THE EDGE OF BUILDING AS
SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND
EXTEND AS NECESSARY).
12. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE. SEE SITE
WORK SPECIFICATIONS.
13. ALL GATE VALVES/BOXES SHALL BE TO TOWN/CITY STANDARDS.
14. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS.
15. SEE SITE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS.
16. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS
SYSTEM PRIOR TO COMPLETION.
17. INSTALLATION OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS.
18. SEE ELECTRICAL PLAN FOR SITE LIGHTING LAYOUT.
19. SEE'M' SHEETS FOR CONTINUATION OF FACILITIES INTO AND OUT OF THE BUILDING.
20. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL POWER PROVIDER FOR THE LOCATION OF THE
TRANSFORMER AND ANY NECESSARY CONDUITS.
21. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL TELECOMMUNICATION PROVIDER THE LOCATION
OF ANY PEDESTALS AND NECESSARY CONDUITS.
U
LLI LoZ
Z coY
W CC)
fj of U 4t
w
3: O
LLJ
J U)
W
m
me
U
UTILITY PLAN =D
PREPARED FOR: Cid
TERAMORE DEVELOPMENT, LLC z
O
PO BOX 6460 U
THOMASVILLE, GA 31758 �
O
Lu
ID
ffli
Lu
Q
J
ujO
z
W
SHEET SIZE:
24"x36" W
DATE: Of
04/10/2017 >_
PROJECT NUMBER: U
3160092016 Z
W
DRAWN BY:
J EDWARDS 0
W
cn
B EC
W
APPROVED BY:
J
a_
J.CHURCH
O
O
:NGINEERING PLANNING I ENVIRONMENTAL
LL
UTILITY
C/)
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
�J.J
W
WATER
,l`<<�Ilirlrrl�//
CARO /,rte
W
6 '
(V)
W
_ A
m
Q
U)
DUKE ENERGY
[phone]
C.
SHEET:
rillII1�
Cn
06/05/2017
z
30 15 0 30 60
J
/Q
��';
C400
q;4tE.., .
W
FORSYTH COUNTY ENVIRONMENTAL HEALTH
[phone]
cp
U
NC8ELS#C-3448
O
•. 7,y' CAP
z
0
U
LLI LoZ
Z coY
W CC)
fj of U 4t
w
3: O
LLJ
J U)
W
m
me
U
UTILITY PLAN =D
PREPARED FOR: Cid
TERAMORE DEVELOPMENT, LLC z
O
PO BOX 6460 U
THOMASVILLE, GA 31758 �
O
Lu
ID
ffli
Lu
Q
J
ujO
z
W
SHEET SIZE:
24"x36" W
DATE: Of
04/10/2017 >_
PROJECT NUMBER: U
3160092016 Z
W
DRAWN BY:
J EDWARDS 0
APPROVED BY:
J.CHURCH
O
LOCAL UTILITY COMPANIES
SCALE:
LL
UTILITY
COMPANY NAME
PHONE
1" - 30' (H)
0
W
WATER
CITY OF WINSTON SALEM
[phone]
(V)
Q
POWER
DUKE ENERGY
[phone]
SHEET:
TELEPHONE
CENTURYLINK
[phone]
30 15 0 30 60
J
C400
LLJ
SANITARY SEWER
FORSYTH COUNTY ENVIRONMENTAL HEALTH
[phone]

N.C. GRID -NAD 83 -
4" PIPE FOUND
N=908,873.72'
E=1,682,026.43'
V
J
Im
P P
P C
to
u;
co
Q
C7
2
U
Z
I
I /
9
o �
CURVE DATA°P
o R=193.70'
L=109.10'
"E
CH=N25°14'1313
107.66' oP���
� o /
ROAD RNV
REBAR
\�� 9 CARSON DRIVE - 60' PUBLIC RIW ,-'� / SET
PLAT BOOK 17, PAGE 195 ��' /
EDGE OF GRAVEL
r--------____--------------------------_ - - - -
100,
v
11 PIPE ----------- /�'/
FOUND EDGE OF GRAVEL /
' ROAD R/W / / / / /
UTILITY low REBAR
I SET
MIKE & GINGER H. MARTIN
D.B. 2117, PG. 4565
LOT 6 - P.B. 17, PG. 195
TAX ID #6980-29-0014.00
ZONED: RS40
DGLGrr v vI� ---• -- I-
VARIABLE WIDTH PUBLIC RIW \
R=604.13'
L=169.10' / 1" ROD
EDGE OF PAVE
• -
_
/ a
-
CH=S61f28'4'6"W FOUND
MENr
I
/
DGEOF PAVEMENT I \
\
168.,5x'
N.C.DOT RIW
�W
- -
_
-
MONUMENT
/
-
-
FOUND
0
ROAD RIW
x
EDGE pE PAVEMENT
- I 1O I
x
`Q
v J
FH
/
Ilex x attenuata'Fosteri'
FOSTER'S HOLLY
2" CALIPER/6' HEIGHT/B&B
Io /
I
Z
ROAD Rii�
l
C.E. NEAL
UNKNOWN DEED REFERENCE
LOT 17 - P.B. 17, PG. 195
TAX ID #6980-29-2321.00
ZONED: RS40
S-
\°S
S Vis.
W W W W W
W W W W W W
W W W W W W W
W W W W W W W W
�Y
W W W W W W W \ \ I
LZ W W W
,` I
.y •V W W W Q� W W W 11, `I' N . GRID -NAD 83
Z' PIPE FOUND
N=909,202.25'
`t' `i' I E=1,682,422.94
W W W W W W W
W W W W W W
0' S TBACK.V W
W W W
i0
N' N
y y co'
to
- - N54' 26' 53"E - 100.91' - - - - N57' 15' 34"E - 103.62'
I 1" PIPE I I
2" PIPE I FOUND I" PIPE
FOUND I FOUND I
I
�X
x -x
I I I
x
SCIENTIFIC NAME
I SUE ANN MARLER I
I
IL
I D.B. PG. 119 I
I--
SUE ANN MARLER
P.B. 195 I
I LOT 1 P.B.17,-40
x
D.B. 1743, PG. 119
TAX ID 3.0 I I
I
LOT 2 - P.B. 17, PG. 195
NEE: RS4073.00
I ZONED: RS40 ►
18" HEIGHT/B&B
TAX ID #6980-28-3965.00
I
I
x
ZONED: RS40
I I
x
`Q
v J
FH
I
LANDSCAPE PLANTING LEGEND
SYMBOL
LABEL
QTY.
SCIENTIFIC NAME
COMMON NAME
SIZE AT PLANTING
IL
OR
I--
Rhododendron catawbiense
CATAWBA RHODODENDRON
18" HEIGHT/B&B
J
IH
Ilex glabra
INKBERRY HOLLY
18" HEIGHT/B&B
O
KD'
W
Cornus kousa
KOUSA DOGWOOD
2" CALIPER/8' HEIGHT/B&B
`Q
v J
FH
Q
Ilex x attenuata'Fosteri'
FOSTER'S HOLLY
2" CALIPER/6' HEIGHT/B&B
�J,J
RM
Z
Acer rubrum
RED MAPLE
2" CALIPER/8' HEIGHT/B&B
W W W W
W W W W
W W W W
BERMUDA SOD
141 41
APPROVED BY:
BERMUDA SEED
A
MULCH
15' TYPE II BUFFER REQUIREMENTS 2 DECIDOUS TREES, 8 PRIMARY EVERGREEN PLANTS, 20 SUPPLEMENTAL EVERGREEN SHRUBS PER 100'
10' STREET YARD REQUIREMENTS - 2 DECIDIOUS OR EVERGREEN TREES (INSTALLED 20'-75' APART), SHRUBS (INSTALLED 18" EDGE TO EDGE) PER 100'
MAINTAIN BY PRUNING TO MAX HEIGHT OR 15' (ANY TREE IN DUKE ENERGY R.O.W.)
© COPYRIGHT 2017 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.
LEGEND
- - PROPERTY LINE
-100 EXISTING CONTOURS
r0� PROPOSED CONTOURS
SETBACK
P OVERHEAD ELECTRIC
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
7. ALL OFF-SITE FILL MUST COME FROM AN APPROVED SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING
BORROW SITE.
DOLLAR GENERAL LANDSCAPE NOTES:
A. GRADING NOTES
1. CONTRACTOR TO GRADE ALL AREAS SHADED IN THE PLANS INCLUDING R.O.W.
2. TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND REDISTRIBUTED OVER GRADED
AREAS. PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES DURING CONSTRUCTION.
3. TILL SOIL TO A DEPTH OF 4" MINIMUM.
4. REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST DIRECTION.
5. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.
6. ALL GRADED AREAS TO RECEIVED SEED OR SOD, TOP SOIL, STRAW AND WATER UNTIL A HEALTHY STAND OF
GRASS IS OBTAINED.
7. REFER TO GRADING SHEET FOR MAXIMUM SLOPES.
B. LAWN SEEDING & SODDING NOTES:
1. ALL LAWNS FROM FACE OF THE BUILDING AND ON THE SIDE WHERE THERE IS PARKING OR A STREET ARE
REQUIRED TO BE FULLY SODDED. ALL OTHER LANDSCAPE ARES TO RECEIVE SEED.
2. AREAS TO RECEIVE SEED OR SOD SHALL BE CLEAN OF DEBRIS AND FREE OF WEEDS.
3. SEED MIX TO BE DROUGHT TOLERANCE FESCUE OR REGIONAL SPECIFIC BLEND. a TO z OF THE SEED MIXTURE
TO BE ANNUAL RYE TO AIDE IN LIMITING EROSION OF PERENNIAL SEEDING DURING GERMINATION.
4. STRAW SHALL BE THRESHED STRAW OF HAY, OATS, WHEAT, BARLEY OR RYE. SPREAD AT A RATE OF 2-1/2 TONS
PER ACRE. STRAW, NETTING AND OTHER ANTI -EROSION MATERIALS TO BE REMOVED AFTER ESTABLISHED
LAWN.
5. MAINTENANCE SHALL BE BEGIN IMMEDIATELY AFTER SEEDING. WATER REGULARLY TO KEEP LAWN AREAS
MOIST TO MAXIMIZE GERMINATION AND MAINTAIN OPTIMUM GROWTH AND SURVIVAL TO ACHIEVE AN
ACCEPTABLE STAND OF ESTABLISHED LAWN PRIOR TO THE STORE POSSESSION DATE, FREE OR ERODED OR
BARE AREAS.
C. LANDSCAPE NOTES
1. ALL SOILS USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS.
2. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 3" DEPTH OF MULCH, WITH EDGING AS REQUIRED.
3. ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING WITH EDGING AS REQUIRED.
4. ALL PLANTINGS SHALL BE THOROUGHLY WATERED BY THE LANDSCAPE CONTRACTOR AT THE TIME OF THE
PLANTINGS.
5. PRIOR TO FINAL ACCEPTANCE OF STORE BY DOLLAR GENERAL. THE SITE SHALL BE CLEAN OF ALL DEBRIS AND
TRASH, AND MEET ALL REQUIREMENTS OUTLINED IN SECTIONS A -C ABOVE.
6. MAXIMUM SLOPE CUTS SHALL NOT EXCEED 4:1. ALL DISTURBED GRADES GREATER THAN 8:1 SHALL BE
STABILIZED BY SODDING. SODDING PINS ARE TO BE USED ON ALL 4:1 GRADES.
7. VEGETATION AT ENTRY SHOULD BE LOW TO ENSURE VISIBILITY OF STORE.
8. IF TREES ARE REQUIRED IN FRONT OF BUILDING, SELECT SMALL LEAFED, NON DENSE SPECIES THAT WILL NOT
INTERFERE WITH THE VISIBILITY OF STORE. THE SPACING SHALL CREATE VISUAL CORRIDORS TO STORE AND
PYLON OR MONUMENT SIGN.
D. IRRIGATION NOTES
1. ALL LANDSCAPE AREAS AND LAWNS ADJACENT TO PAVED AREAS AND/OR STREET ARE TO BE FULLY IRRIGATED.
2. IRRIGATION SYSTEM TO INCLUDE ALL SPRAY HEADS, VALVES AND CONTROLLERS. A SEPARATE METER AND
BACKFLOW PREVENTER WILL BE REQUIRED.
3. A SEPARATE METER AND BACKFLOW PREVENTER WILL BE REQUIRED.
4. LOCATE HEADS A MINIMUM OF 2'-0" FROM EDGE OF PAVEMENT/CURB.
5. LOCATE RAINBIRD CONTROL PANEL IN RECEIVING AREA NEXT TO ELECTRICAL PANELS.
LAND
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
m
U
Z
ZC'r)
w00
U 4t
w
w of
3z O
LLJ
J W
W
m
Pei
U
SCAPE PLAN
of
U)
Z
O
Of
O
LL
0
W
REVISIONS:
Lu
cn
B EC
Lu
LNLI
I--
LLI
J
41
O
W
NGINEERING PLANNING I ENVIRONMENTAL
24"x36"
`Q
v J
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
�J,J
3160092016
Z
UJI
DRAWN BY:
J.EDWARDS
CARQ ''%,
U
LLNu
DfC� �/c;
APPROVED BY:
Lu
A
m
1" = 30' (H)
0
uj
d
Co
*.�-
Q
r!'Illlll11t11g1
U)
06/05/2017
Z
uj
^Q
pIq•
��y,�•
-
U
? NCBELS#C-3448
O
•.► CAR
0
m
U
Z
ZC'r)
w00
U 4t
w
w of
3z O
LLJ
J W
W
m
Pei
U
SCAPE PLAN
of
U)
Z
O
Of
O
LL
0
W
REVISIONS:
W
LNLI
O
Z
1
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
PROJECT NUMBER:
U
3160092016
Z
w
DRAWN BY:
J.EDWARDS
Q
APPROVED BY:
J.CHURCH
O
SCALE: u-
1" = 30' (H)
0
uj
M
Co
Q
SHEET: �
G100
uj

1
C900
4
C900
7
C900
HEAVY-DUTY ASPHALT PAVING
1" ADrILJAI T OI Ir]r A!`r r'n AT
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
VAN ACCESSIBLE PARKING SIGN
THIS SIGN TYPICAL AT ALL
U)
W
"VAN ACCESSIBLE" PARKING SPACES
WARNING DEVICE AS REQUIRED BY
STANDARD ALUM. HANDICAPPED PARKING
AMERICANS WITH DISABILITIES ACT
SIGN R7-8 BOLT TO STEEL TUBE WITH 3/8"
ACCESSIBILITY GUIDELINES AND CODE
CADIUM PLATED NUTS, BOLTS, & WASHERS.
w
t'36=3
c
STANDARD ALUM. MAXIMUM PENALTY
&,
SIGN R7 -8D BOLT TO STEEL TUBE WITH 3/8"
0-
CADIUM PLATED NUTS, BOLTS, & WASHERS. ----------
"
(IF REQUIRED)
O
2"x2"xl88'STL. TUBE EXTEND INTO CONC.
SHEET SIZE:
FILLED PIPE 2'. PROVIDE WELDED WATER-
24"x36"
TIGHT CAP PAINT P&L #6118 "BLACK COFFEE"
II
PAINT PIPE BASE OSHA YELLOW
II
I I
II
II
6" DIA. STL. PIPE FILLED WITH CONCRETE
I I
II
336.844.4088 http://brec.biz
u
PAVEMENT
_
la la
\%�SkIIII+rErr�
�M CAR©'',
U
W
1.5' CONC. BASE I.
APPROVED BY:
y
�`�
ui
#6 BARS 14" LONG THRU PIPE EACH WAY
m
2"
VAN
ACCESSIBLE 6'
RESERVED
PARKING
MAXIMUM
PENALTY
$250
12"
ONE SIGN PER HANDICAP
PARKING SPACE/ WHERE 2
SPACES FACE EACH OTHER, ONE
POST SHALL BE USED WITH
SIGNAGE ON EACH SIDE.
CURB AND GUTTER
6" 18"
ASPHALT PAVING
SEE DETAIL
I
6.. – 1" RAD.
° °
°
� � d .a a °a a
6" 71 a
+ G ° s
— e
1-777
_ Oo ASPHALT SHALL BE"
4
_ ABOVE GUTTER EDGE
I I -III III III I I
3000 PSI CONC. COMPACTED ABC
CURB AND GUTTER
z
C900
5
C900
8
C900
STANDARD ASPHALT PAVING
2" ASPHALT SURFACE COAT
2" ASPHALT BINDER
6" ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED PROCTOR)
COMPACTED SUB -GRADE
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
HANDICAP RAMP
COLORED TOOLED/SERRATED SLIP
U)
W
RESISTANT SURFACING AND/OR TACTILE
WARNING DEVICE AS REQUIRED BY
J
AMERICANS WITH DISABILITIES ACT
I���IIII�II
I
ACCESSIBILITY GUIDELINES AND CODE
REQUIREMENTS
w
t'36=3
c
ACCESSIBLE/ 1 1 1 1 1 1
SHOPPING CART SLOPE
RAMP TO BE 1:12 MAX
CENTERED SIDEALK I I I I I I
ABOUT THE /WRAMP
FRONT DOOR.
J
DO
4' MIN. 6
6' MIN.
SEE PLAN
1:10 MAX. SLOPE `BOLLARD WITH
PAINTED YELLOW ACCESSIBLE
PARKING SIGN,
NOTE: AS REQUIRED.
ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALL
CODES AND ADAAG REGULATIONS.
1:10 MAX. SLOPE
PAINTED YELLOW
BOLLARD WITH ACCESSIBLE
PARKING SIGN, AS REQUIRED.
STRIPING
TOP COAT SHERWIN WILLIAMS -
PROMAR TRAFFIC MARKING
PAINT "H.C." BLUE
3
C900
6
C900
HANDICAPPED PARKING SIGN
STANDARD ALUM. HANDICAPPED PARKING
SIGN R7-8 BOLT TO STEEL TUBE WITH 3/8" -
CADIUM PLATED NUTS, BOLTS, & WASHERS.
STANDARD ALUM. MAXIMUM PENALTY
SIGN R7 -8D BOLT TO STEEL TUBE WITH 3/8" _
CADIUM PLATED NUTS, BOLTS, & WASHERS.
(IF REQUIRED)
2"x2"xl88'STL. TUBE EXTEND INTO CONC.
FILLED PIPE 2'. PROVIDE WELDED WATER-
TIGHT CAP PAINT P&L #6118 "BLACK COFFEE"
PAINT PIPE BASE YELLOW
6" STD.STL. PIPE FILLED WITH CONCRETE
PAVEMENT
1.5'
#6 BARS 14" LONG THRU PIPE EACH WAY
u
z
2"
RESERVED
PARKING
fi
MAXIMUM
PENALTY
$250
12"
SIDEWALK/CURB SECTION
3000 PSI CONCRETE WITH
W2.9 X W2.9 W.W.F. OR
#3'S AT 18"
2% SLOPE
ALL SIDEWALKS TO HAVE
SEALED ISOLATION JOINTS
SIDEWALKS TO HAVE
BROOM FINISH
1/2 " ROUND
ASPHALT PAVING
SEE DETAIL
STANDARD ACCESSIBLE /
PARKING SYMBOL PAINTED /
ON PAVEMENT. PAINT p v p v
COLOR TOBE PER THE X— -x— ---x--'i X a D
/
AUTHORITY HAVING � -
JURISDICTION. � v a
°1 4" STRIPES @ 24" O.C. O
AT 45 DEGREES. PAINT —
a COLOR TO BE PER THE
AUTHORITY HAVING D
I� JURISDICTION.
18" TURNDOWN
v 4
STANDARD ACCESSIBLE I
PARKING SYMBOL PAINTED
ON PAVEMENT. PAINT _
COLOR TO BE PER THE
AUTHORITY HAVING
JURISDICTION. 4" WASHED STONE
#4 BAR CONT.
-BOLLARD\\_4" PARKING SPACE
PAINTED YELLOW STRIPE. PAINT COLOR
TO BE PER THE
AUTHORITY HAVING
JURISDICTION.
DUMPSTER PAD SECTION
4000 PSI CONCRETE WITH
# 4'S AT 24"
v v 4
�E �F __x_ _x_ _x__ X___�
X
co Q
OD
Ll
4" #57 WASHED STONE
ASPHALT PAVING
SEE DETAIL
Illlilll,, II'
�- COMPACTED SUB -GRADE
(2) #4 CONT.
©COPYRIGHT 2017 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.
9
C900
BOLLARD
2 I
OUND CONC. TOP OF
IPE SMOOTH
GA. STEEL BOLLARD
-LED SOLID WITH 3000
;I CONCRETE
OVERED BY YELLOW PLASTIC
'ROVIDED BY OTHERS)
VISH GRADE/PAVING /
CRET
PSI
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
U)
W
REVISIONS:
W
J
co
I���IIII�II
I
I_I M
I
w
t'36=3
=
J
z
2"
RESERVED
PARKING
fi
MAXIMUM
PENALTY
$250
12"
SIDEWALK/CURB SECTION
3000 PSI CONCRETE WITH
W2.9 X W2.9 W.W.F. OR
#3'S AT 18"
2% SLOPE
ALL SIDEWALKS TO HAVE
SEALED ISOLATION JOINTS
SIDEWALKS TO HAVE
BROOM FINISH
1/2 " ROUND
ASPHALT PAVING
SEE DETAIL
STANDARD ACCESSIBLE /
PARKING SYMBOL PAINTED /
ON PAVEMENT. PAINT p v p v
COLOR TOBE PER THE X— -x— ---x--'i X a D
/
AUTHORITY HAVING � -
JURISDICTION. � v a
°1 4" STRIPES @ 24" O.C. O
AT 45 DEGREES. PAINT —
a COLOR TO BE PER THE
AUTHORITY HAVING D
I� JURISDICTION.
18" TURNDOWN
v 4
STANDARD ACCESSIBLE I
PARKING SYMBOL PAINTED
ON PAVEMENT. PAINT _
COLOR TO BE PER THE
AUTHORITY HAVING
JURISDICTION. 4" WASHED STONE
#4 BAR CONT.
-BOLLARD\\_4" PARKING SPACE
PAINTED YELLOW STRIPE. PAINT COLOR
TO BE PER THE
AUTHORITY HAVING
JURISDICTION.
DUMPSTER PAD SECTION
4000 PSI CONCRETE WITH
# 4'S AT 24"
v v 4
�E �F __x_ _x_ _x__ X___�
X
co Q
OD
Ll
4" #57 WASHED STONE
ASPHALT PAVING
SEE DETAIL
Illlilll,, II'
�- COMPACTED SUB -GRADE
(2) #4 CONT.
©COPYRIGHT 2017 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.
9
C900
BOLLARD
2 I
OUND CONC. TOP OF
IPE SMOOTH
GA. STEEL BOLLARD
-LED SOLID WITH 3000
;I CONCRETE
OVERED BY YELLOW PLASTIC
'ROVIDED BY OTHERS)
VISH GRADE/PAVING /
CRET
PSI
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
Pei
U
DETAILS
U)
W
REVISIONS:
W
J
co
B EC
W
w
Of
J
0-
o
O
�c
SHEET SIZE:
:NGINEERING PLANNING ENVIRONMENTAL
24"x36"
W
�Q
V )
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
W
Z
W
W
\%�SkIIII+rErr�
�M CAR©'',
U
W
ESS j
APPROVED BY:
y
�`�
ui
A
m
NTS (H)
0
Lu
(V)
U)
Q
SHEET: LJJ
C900
J'rr��fllll� 1,�
U)
06/05/2017
z
Q
�
1
O1�,pDRgT• I
•.
Q
U
NCBELS#C-3448:
C/D
��+f�ll111�1'1�
O
Pei
U
DETAILS
U)
W
REVISIONS:
J
W
Of
O
1
W
SHEET SIZE:
24"x36"
W
DATE:
Of
04/10/2017
>_
PROJECT NUMBER:
U
3160092016
Z
W
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
O
SCALE: LL
NTS (H)
0
Lu
(V)
Q
SHEET: LJJ
C900

� C90 1 �
� C90 1 �
NCDOT ASPHALT PAVING
EXISTING TRAVEL LANE
2" MILL V WIDE FROM
EDGE OF ASPHALT
EXISTING EDGE OF ASPHALT
TO BE SAW - CUT TO ENSURE
SMOOTH TRANSITION
DUMPSTER SCREENING
2"-4"
'IP CING 4x4
1X6
FRONT 2X4
3 MAX. POST SPACING
0.13 MAX
SPACING
4
1
2x
E
IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING
BETWEEN TENANT PARCEL AND ADJACENT PARCEL, THEN
LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE
WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY
APPLICABLE GOVERNMENTAL REQUIREMENTS. I —
PROVIDE SOLID 4" SUPI
WHEEL AND GALV. BRA
`1►�r»I
NOTE:
1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FOR
FASTENING.
2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
TRASH ENCLOSURE PLAN
4" DIA. SCHED. 40 PIPE W/SLOPED
MTL. CAP ON TOP MAXIMUM 6'-0"
O.C. SET PIPE IN CONCRETE
FOOTING MIN. V-0" DIA. TO FROST
DEPTH
(FILL PIPE W/CONC. TO 4'-0" ABOVE
FIN. CONC. IN HIGH WIND LOAD
LOCATIONS.)
1Gr]1:10
1) FOOTINGS SHALL EXTEND 3'-6" MINIMUM
BELOW FINISH GRADE.
2) SEE CIVIL DRAWINGS FOR DUMPSTER
ENCLOSURE LOCATION.
3) 8" THICK CONCRETE SLAB OVER 6" THICK
CRUSHED AGGREGATE. 12"X12" THICKENED
EDGE FOR APPROACH SLAB. #4 REBAR @
2'-0" O.C. EACH WAY.
8" x 8" THICKENED
EDGE
C. SLAB REINF.
W/ W.W.F. 6"x6" - W2.9
xW2.9ON6"
AGGREGATE BASE
z
C901
5
C901
7
C901
CONCRETE BRICK OR
PRE -CAST BOX
#4 BAR AT 8" O.C.E.W.
RECEIVING DOOR RAMP
SL(
STRIPING LEGEND
YELLOW CURBING
SURFACES SHOULD BE CLEAN, DRY AND METAL
AND BOLLARDS -
SURFACES FREE OF HEAVY RUST 2 COATS SHERWIN
PARKING LOT
WILLIAMS - KEM 4000 ACRYLIC ALKYD ENAMEL SAFETY
ui
YELLOW B55Y300
STRIPING -
SURFACES SHOULD BE CLEAN, DRY. TOP COAT
PARKING LOT
SHERWIN WILLIAMS - PROMAR TRAFFIC MARKING
J
PAINT YELLOW TM5495
HANDICAP
SURFACES SHOULD BE CLEAN, DRY. TOP COAT
STRIPING -
SHERWIN WILLIAMS - PROMAR TRAFFIC MARKING
PARKING LOT
PAINT "H.C." BLUE
CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY CONNECTIONS
(ELECTRIC, WATER, GAS, SEPTIC, SEWER) AS WELL AS PROVIDING ALL
INFRASTRUCTURES REQUIRED BY UTILITY COMPANY
DEPRESSED CURB
6" #57 STONE COMPACTED
CURB INLET
1" RADIUS UNLESS
OTHERWISE SPECIFIED
INLET FRAME & GRATE
y USF 5181-6420 FOR SAG INLETS & USF
5130-6431 FOR ON GRADE INLETS
UNLESS SPECIFIED OTHERWISE
jSTEP REQ'D FOR F
BOXES > 4' DEEP CONC. GROUT
AT 10" O.C. J� a
GROUT INTERIOR
WALLS
CONC.GROUT
J
©COPYRIGHT 2017 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.
3
C901
6
C901
CONCRETE SIDEWALK JOINTS
TOOLED
JOINTS WITH
JOINT SEALER
3/8" TYP.
R = 1/4" MAX � U
1l4" MAX -i -T
CONCRETE FLUME
nAirnnrnlT
VVI\U CX VVI ILI\
COMPACTED EARTH
SECTION 'A'
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
U
Z
Z coY
W co
U 1:11z
w
� O
uj
J U)
W
m
in
Pei
U
DETAILS
U)
O
U
Of
O
L.L
W
Cn
W
REVISIONS:
W
co
B EC
ui
w
I..f_
J
O
z
r
ti
0U
W
SHEET SIZE:
ENGINEERING I PLANNING I ENVIRONMENTAL
Q
W
UD
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
PROJECT NUMBER:
336.844.4088 http://brec.biz
LU
Z
W
W
i,,�tv11V11f1//�,`
f
CAPd
W
J.CHURCH
O
SCALE:
W
A
m
rJ
=
Cn
C901
J
W
r/��►rllll���4�,
Cn
06/05/2017
z
Q
J
r*tirrrr�rRr
q.
•Q0"•,
J
NCBELS#C-3448: -
UD
U
Z
Z coY
W co
U 1:11z
w
� O
uj
J U)
W
m
in
Pei
U
DETAILS
U)
O
U
Of
O
L.L
W
Cn
W
REVISIONS:
ui
I..f_
O
z
r
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
PROJECT NUMBER:
U
3160092016
Z
W
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
O
SCALE:
NTS (H)Lu
(V)
Q
SHEET: LJJ
C901
J
W

1
C902
STEP REQ'D FOR
GROUT INTERIOR BOXES > 4' DEEP
WALLS AT 10" O.C.
YARDINLET
INLET FRAME
AND GRATE
(USF 4131-6001)
BASIN: NDS# 1200&1216
PRE -CAST CATCH BASIN
PER D.O.T. HEAVY-DUTY
TRAFFIC RATING. ROUND . ` t • '
PRE -CAST CAN BE
SUBSTITUTED FOR SQUARE
6" OF #57 STONE COMPACTED ,
4
#4 REBAR AT 8" O.C.E.W.
FOOTING BEYOND
0 0 0
0 0 0
00a
o0o
0 0 0
0 0 a
oo®
0 0 0
0 0 0
o0o
0 0 0
0 0 0
o0o
0 0 0
0 0 0
0 0 0
CONC.GROUT
TEMPORARY GRAVEL CONSTRUCTION
C902
ENTRANCE
GENERAL NOTES:
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE
ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT.
THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE IN AN
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE.
7. PLEASE REFER TO NCESCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS.
MAINTENANCE NOTES:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
50' MIN
6" MIN PUBLIC STREET
EXISTING GROUND -r ---
7
C902
SOIL STABILIZATION FABRIC
UNDER 2-3" COARSE AGGREGATE
w
Lu
W
U
J
m
0 -
STANDARD
STANDARD PIPE OUTLET MINIMUM
TAILWATER
GENERAL NOTES:
1. LA = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
�NOT LESS THAN 6 (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
A A INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
PIPE �� MAINTENANCE NOTES:
3 X Do Do ' " W = Do+ LA INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND
AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW
\ J THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
PLAN VIEW LA
LA
SECTION 'A -A'
ABRIC
z
C902
SAND FILTER
SOD LAYER MUST BE WASHED
OR GROWN IN PRIMARILY
SAND/SANDY-LOAM SOILS WITH
LESS THAN 6% CLAY CONTENT
3' CLASS B
RIPRAP DAM
875.50
874.00 -
873.00
CLASS B RIPRAP WOVEN GEO-TEXTILE
FILTER FABRIC
NOTES:
1. SAND FILTER SHALL HAVE A MINIMUM 20 FOOT ACCESS EASEMENT CONNECTING TO A DEDICATED PUBLIC RIGHT OF
WAY. ACCESS ROAD SHALL HAVE A MIN. 12' STABILIZED WIDTH, MAX. LONG, GRADE OF 15% MAX., CROSS SLOPE 5%.
2. ALL DRAINAGE AREAS TO THE SAND FILTER ARE TO BE STABILIZED PRIOR TO INSTALLATION OF AMENDED SAND,
MULCH OR PLANTING.
3. PVC UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS SPACED AT 6" CENTERS. MIN. 4 HOLES PER ROW. MAX
SPACING OF UNDERDRAIN PIPE IS 10 FEET ON CENTER. HDPE SHALL ADHERE TO AASHTO M252 SPECS.
4. UNDERDRAIN CLEANOUTS SHOULD EXTEND A MIN. OF 6" ABOVE TOP SURFACE OF SOD LAYER. CLEANOUTS MAY BE
FLUSH WITH TOP OF SURFACE TO ALLOW DRAWDOWN.
5
C902
WIRE FENCING
WOVEN FILTER FABRIC
SILT FENCE
8' MAX
N _ III-�'
-1 I_I 7tLF
I l I liiil
OUTLET
STRUCTURE
SEE DETAIL _ ERGENCY SPILLWAY
ELEV = 877.00
r 876.00
I I
1 874.00
872.50
18 HDPE OUTLET
871.50
3 - 6" PERFORATED
PVC UNDERDRAINS
12" OF #57 STONE
18" OF COURSE MASONRY SAND
CONFORMING TO ASTM C33 STANDARD
30" MIN
w
N J Q
El U-
8" MIN
STEEL POST
WIRE FENCING
FILTER FABRIC
#57 STONE
Q'k-
8
C902
NC
W
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION
1Q-rl IArF HARn1NARF CLOTH
NC DOT #5 OR #57
WASHED STONE
FILTERED
WATER
GENERAL NOTES:
1. REFER TO NCESCPDM SECTION #6.51 FOR
ADDITIONAL DESIGN SPECIFICATIONS REGARDING
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION.
©COPYRIGHT 2017 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.
3
C902
OUTLET STRUCTURE
TRASH RACK
ELEV. = 876.00 -
d ° FOOTING BEYOND
GROUT INTERIOR ° d I d d ° ° • d
.
a ° • d
WALLS ° d
A d n d a
° ° I d a
A
° • d
d ° • d
° 4 TRASH RACK : ° ° °d
2'x 3' PRE -CAST 7--
CATCH BASIN
° I d° °• °d
d .
6" PVC INV. d ° d ° I ° •d °
IN = 871.50 d °
d°
A d
A
18" HDPE 1 A. ' ° °
° a
INV. OUT = 871.40 1 1 ° d I ° ` d °
9 PRECAST LID
• e d 8°
a °
6" #4 BAR AT8"0.C.E.W 3'Wx3'Lx9"D
3,000 PSI CONCRETE
6
C902
SILT FENCE STONE OUTLETS-
4'MAX.
WIRE FENCING (IF APPLICABLE)
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE #57 STONE
CLASS 1 OR 2 RIPRAP WITH 6
INCHES OF WASHED STONE ON
UPSTREAM FACE
FRONT VIEW
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
2. CLASS 1 OR 2 RIPRAP SHALL BE USED AND COVERED WITH 6 INCHES OF NCDOT #5 OR
#57 WASHED STONE ON THE UPSLOPE SIDE
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOW ARE ANTICIPATED AND AT
THE DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
9
C902
STEEL FE"'^r- "
CLASS 1 OR 2 RIPRA
WOVEN FILTER FABRIC
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID GROUND
TEMPORARY DIVERSION
2' MIN
COMPACTED SOIL
18"MIN F
rrrr-
I1Tn I( T-1 I I, ;III T=1 I 1=fir
Iff,�l. II III
ill=1 I I=1 I I I I 1=1 I I III
6' TYPICAL TTI-IIF=1TF=1' �T
i - TI -I Ii I=1TI=
111TI=1 I
IIi-T '
IL�JII= GENERAL NOTES:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND
OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS AL
DESIGN REQUIREMENTS,
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN TH
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHIN
REGARDING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WIL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE NOTES:
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVER
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA AN
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAK
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTL
STABILIZED, REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH TH
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
TONE
DW
W
4" MIN
GENERAL NOTES:
co
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR
9.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
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.
THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62b.
10.
EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH
2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS
SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A
O
PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
TEMPERATURE RANGE OF 0 TO 120° F.
11.
EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A
SCALE: Ll-
.LNTS
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
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.
FACILITATE FASTENING THE FABRIC.
13.
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
14.
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
5. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
MAINTENANCE
NOTES:
SYNTHETIC FILTER FABRICS.
6. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE
1.
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO
REQUIRED REPAIRS IMMEDIATELY.
CAUSE FAILURE OF THE STRUCTURE.)
2.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
7. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
INEFFECTIVE, REPLACE IT PROMPTLY.
BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER
3.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
w*I1/1111#
R 1�►
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
8. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE
UNDERMINING THE FENCE DURING CLEANOUT.
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
TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE
U
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEENPROPERLY
FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STABILIZED.
STRENGTH.
0
4y c aRQ�,%.''
8
C902
NC
W
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION
1Q-rl IArF HARn1NARF CLOTH
NC DOT #5 OR #57
WASHED STONE
FILTERED
WATER
GENERAL NOTES:
1. REFER TO NCESCPDM SECTION #6.51 FOR
ADDITIONAL DESIGN SPECIFICATIONS REGARDING
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION.
©COPYRIGHT 2017 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.
3
C902
OUTLET STRUCTURE
TRASH RACK
ELEV. = 876.00 -
d ° FOOTING BEYOND
GROUT INTERIOR ° d I d d ° ° • d
.
a ° • d
WALLS ° d
A d n d a
° ° I d a
A
° • d
d ° • d
° 4 TRASH RACK : ° ° °d
2'x 3' PRE -CAST 7--
CATCH BASIN
° I d° °• °d
d .
6" PVC INV. d ° d ° I ° •d °
IN = 871.50 d °
d°
A d
A
18" HDPE 1 A. ' ° °
° a
INV. OUT = 871.40 1 1 ° d I ° ` d °
9 PRECAST LID
• e d 8°
a °
6" #4 BAR AT8"0.C.E.W 3'Wx3'Lx9"D
3,000 PSI CONCRETE
6
C902
SILT FENCE STONE OUTLETS-
4'MAX.
WIRE FENCING (IF APPLICABLE)
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE #57 STONE
CLASS 1 OR 2 RIPRAP WITH 6
INCHES OF WASHED STONE ON
UPSTREAM FACE
FRONT VIEW
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
2. CLASS 1 OR 2 RIPRAP SHALL BE USED AND COVERED WITH 6 INCHES OF NCDOT #5 OR
#57 WASHED STONE ON THE UPSLOPE SIDE
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOW ARE ANTICIPATED AND AT
THE DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
9
C902
STEEL FE"'^r- "
CLASS 1 OR 2 RIPRA
WOVEN FILTER FABRIC
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID GROUND
TEMPORARY DIVERSION
2' MIN
COMPACTED SOIL
18"MIN F
rrrr-
I1Tn I( T-1 I I, ;III T=1 I 1=fir
Iff,�l. II III
ill=1 I I=1 I I I I 1=1 I I III
6' TYPICAL TTI-IIF=1TF=1' �T
i - TI -I Ii I=1TI=
111TI=1 I
IIi-T '
IL�JII= GENERAL NOTES:
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND
OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS AL
DESIGN REQUIREMENTS,
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN TH
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHIN
REGARDING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WIL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE NOTES:
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVER
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA AN
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAK
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTL
STABILIZED, REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH TH
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
TONE
DW
U
Z
Zco
w00
la Lij V_
fj
U �
UJ
� O
ui
J U)
W
m
U
DETAILS
of
PREPARED FOR: Cn
TERAMORE DEVELOPMENT, LLC z
0
PO BOX 6460 U
THOMASVILLE, GA 31758 Of
O
UL
0
U)
DATE: REVISIONS:
Q
W
W
co
B EC
DATE:
04/10/2017
PROJECT NUMBER: U
3160092016 Z
W
DRAWN BY:
J.EDWARDS CD
o�,ti
.
O
��
U
NGINEERING PLANNING I ENVIRONMENTAL
Q
SCALE: Ll-
.LNTS
126 EXECUTIVE DRIVE -SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
LLJ
SHEET: W
W
'`t�Vlllddlf���
C)
5
fivGINE�F- G��.'
U)
06/05/2017
z
Q
w*I1/1111#
R 1�►
1
-
U
? NCBELS#C-3448 .
0
4y c aRQ�,%.''
Z
O
0
U
Z
Zco
w00
la Lij V_
fj
U �
UJ
� O
ui
J U)
W
m
U
DETAILS
of
PREPARED FOR: Cn
TERAMORE DEVELOPMENT, LLC z
0
PO BOX 6460 U
THOMASVILLE, GA 31758 Of
O
UL
0
U)
DATE: REVISIONS:
Q
W
SHEET SIZE:
24"x36" W
DATE:
04/10/2017
PROJECT NUMBER: U
3160092016 Z
W
DRAWN BY:
J.EDWARDS CD
APPROVED BY:
J.CHURCH O
SCALE: Ll-
.LNTS
NTS(H) 0
(V) co
Q
SHEET: W
W
C902 J

1
C903
PL)
INFLOW
AVERAGE_
WIDTH
AREA OF
SURFACEF
PRIMARY S
INFLOW
SKIMMER SEDIMENT B
ASIN
"r r' W INLET
OUTLET
IIIIIIIII
�-1 ILI
FILTER FABRIC -
RGENCY
_LWAY
V HKEEbUAKU
BAFFLES 6" MIN. INVERT ELEV. OF
EMERGENCY SPILLWAY EMBANKMENT
2' DEWATERING EMERGENCY
ZONE n --r _�� SPILLWAY
2 -III
1 1=1II-III-I
- - III -III ,
-
l' SEDIMENT CLASS B STONE PAD OUTLET
STORAGE ZONE (4'x 4'x V MIN.) STRUCTURE
CROSS-SECTION VIEW
ARM ASSE"' "
PERSPECTIVE VIEW
- "C" ENCLOSURE
WATER ENTRY
UNIT
PVC END PVC VENT SCHEDULE 40
CAP PVC ELBOW PIPE PVC PIPE
oo, o o PVC END
CAP
PVC PIPE
1/2" HOLES IN
PVC TEE UNDERSIDE
END VIEW
FLEXIBLE
HOSE
WATER SURFACE
SCHEDULE40
PVC PIPE
C
PVC TEE
ORIFICE
PLATE
BOTTOM SURFACE
NOTE:
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED.
GENERAL NOTES:
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY, VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER THE FILL EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE
SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL *TYPICALLY 4 -INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH
AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 -INCH LAYERS AND COMPACT
IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE
FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOIN TO THE
BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACHED A ROPE TO THE SKIMMER AND ANCHOR IT TO THE
SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS,
GRADE, DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD
BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES
AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8 -INCH STAPLES OR PINS. THE FABRIC MUST BE
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ON PIECE, NOT JOINED OR SPLICED;
OTHERWISE THE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE
SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
8. INLET - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TO
DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM THE BARE AREAS.
COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE
THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH
THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
MAINTENANCE NOTES:
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVED SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST
AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER
FROM PLUGGING WITH ICE.
z
C903
INLET
BAFFLE
PLAN VIEW
GENERAL NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL.
7. PLEASE REFER TO NCESCPDM SECTION #6.65 FOR ADDITIONAL DESIGN SPECIFICATIONS
REGARDING BAFFLES.
OUTLET MAINTENANCE NOTES:
1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE
ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE
AND STABILIZE IT.
SUPPORT ROPE TO
WIRE TO PREVENT
FENCE AND FABRIC SAGGING j
BURIED IN TRENCH STEEL POST
6"X6" TRENCH,
BACKFILLED AND 2
COMPACTED
SECTION VIEW AT OPENING
WOOD SCREENING FENCE
4
C903
SUPPORT POST,
24" INTO BOTTOM
OR SIDE STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED
OR TRENCHED INTO BOTTOM OR
SIDE
CROSS SECTION
SPACING 4x4
1X6
FRONT 2X4
IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING
BETWEEN TENANT PARCEL AND ADJACENT PARCEL, THEN
LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE
WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY
APPLICABLE GOVERNMENTAL REQUIREMENTS.
REAR VIEW
NOTE:
1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FOR
FASTENING.
2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
©COPYRIGHT 2017 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.
a
3
C903
5
C903
F LOW
4
CLEANOUT
ICK, 12" DIA. 24
;.APRON OB
PAVING
SUB -PAVING
- GRAVEL BASE
I�IfI�Ili
WE
COMPACTED OR ITim
L_
UNDISTURBED SOIL -il I1=III-I I __
FLOW
e
6" THICK, 24"x24"
CONIC. APRON
COMPACTED OR
UNDISTURBED SOIL
PAVED AREAS PAVED AREAS
(2 -WAY CLEANOUT)
(A JOSAM SERIES 58860-22 ACCESS COVER AND CLEANOUT WITH
TAPER THREAD BRONZE PLUG SERIES 58540-20 AND "SAN." ON
COVER (OR APPROVED EQUIVALENT).
OB NEENAH MODEL R -6660 -DP LIGHT DUTY ACCESS COVER WITH
TWO (2) JOSAM SERIES 58190-22 CLEANOUTS WITH TAPER
THREAD BRONZE PLUG SERIES 58540-20 (OR APPROVED
EQUIVALENT).
SAFETY FENCE
FENCE MATERIAL:
ORANGE, UV RESISTANT
HIGH TENSILE STRENGTH
POLYETHYLENE LAMINAR
PRECAST CONCRETE
POURED IN PLACE OF
CONCRETE COLLAR
SCH. 40 PVC CAP
FLOW
e
LANDSCAPED AREAS
SCH. 40 PVC
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
U
Z
Z
co
W co
U 4:11z
w
3: O
uj
J U)
mj W
m
in
Pei
U
)ETAILS
C/)
Z
O
U
O
L.L
ID
W
Cn
W
REVISIONS:
W
J
co
B EC
W
Lu
J
O
z
or
O
��'
�
U
:NGINEERING PLANNING ENVIRONMENTAL
24"x36"
W
C)
126 EXECUTIVE DRIVE - SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
3160092016
Z
W
W
���44111+AFS' ,
CARonW/
U
Q
APPROVED BY:
r
r
W
L =
m
NTS (H)
Cn
(V)
Cw
C. c��
Q
II III����`r`
cf)
06/05/2017
z
Q
J
'C����D��T • I
�U
Q
NCBELS#C-3448:
(j)
�--
,. H C ARO
Z
U
Z
Z
co
W co
U 4:11z
w
3: O
uj
J U)
mj W
m
in
Pei
U
)ETAILS
C/)
Z
O
U
O
L.L
ID
W
Cn
W
REVISIONS:
J
W
O
z
W
SHEET SIZE:
24"x36"
W
DATE:
04/10/2017
>-
PROJECT NUMBER:
U
3160092016
Z
W
DRAWN BY:
J.EDWARDS
Q
APPROVED BY:
J.CHURCH
O
SCALE:
NTS (H)
�
(V)
Cw
Q
SHEET: LU
C903LLJ

I C904 I
STEP 1 - SITE PREPARATION F
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS,
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.
STEP 2 - SEEDING
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.
STEP 3 - STAPLE SELECTION
AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TO
SECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY,
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.
STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKET
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF
THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF
THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN
FIGURES A, H, E AND F).
STEP 5 - SECURE BODY OF BLANKET
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA
OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.
STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATION
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE
TERMINAL EDGE.
MAINTENANCE NOTES:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT
REPAIR IMMEDIATELY.
2. GOOD CONTACT WIT THE GROUND MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE
CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER
IS ESTABLISHED.
FIGURE F- PROFILE VIEW
C?
CONTINUOUS LINES
TURN LANE BAYS < 125 FT.
C3 M,
2'-6'/SP MINI -SKIP LINE
O'n
H
190' T9 390' >REPAkED HEWAD
'~ }
1-4 • z
i0 TiOP AHEAD
¢
GO
i1'7 —P
20' 29'
-
LL J
Z S
rue. rax. + b � 0
O IrrCD .,
S Q> n m
LL _J Z
O O S
H U Q a S
iA
EXTENSIONS THROOSPI INTERSECTIONS AND MINI -SKIPS
Q
< F_
Cc
EDGE LINE
8rr
1D' 3a'
USED FOB BICYCLE LANE LINES.
H CC C1
MZ�T—P�
2
- --------- ---
W
�} C w �""�
MOO. >y ! r r WORK AREA
10111110.O
B
n�>
60'
-C
a wo-Txr 09rN
�
d ►�
CO C
TRAFFIC BIRFAY
W 0
Z
59 TME% BUFFS 94FFEA TAP£W
wx. 6v•,99 SPA9E swce ,9a
(/) O
z,z,-v -n
LANE LINE
j
YELLOW OR WHITE
Y
rROADNFEPAP D
U)�- 0 Lu
J
DRAWN BY:
J.EDWARDS
AHEAD SiOM
_T.. 4111611
-T[
ano ra
cc Q 1-4 Q
>0
INSET FOR 2 LANE ROADWAYS
0
LL
WITH 2 -WAY TURN LANE
w
3'-3'/SP MINI -SKIP LINE
3'-9'/SP MINI -SKIP LINE
LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANE
>
ALL OTHER DEVICES ARE THE SAME AS ABOVE
OC N 0
m rn
m
3
L
� c'J]
3 6A
�
Zp
-p r
IV o r P
ce 4+ w4 CEH E uEe
cws<a �r rW WORK AREA r rr °D�
W
y
UNLESS OTHEBEMISEq SHOW, USE 9'-S'!SP YINI-SKIPS FOR
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROP" TAPERS.
D3 Z o
0Z
Q
D
'<
o
r— x60'
D 3 O
V r
3] k D
>
M,mky
TIWFIC BTREAY
0
W
Z rc
TAPER Y m BUFFER TMER
•�
©
59'-1D9' SPACE SPACE 1W'
©
v
O 12'
`ZQ
W
Z
S7
N
J
D R1 0
GENERAL NOTES FAR FLAGGER OPERATIONS GENERAL NOTES FOR PILOT CAR OPERATIONS
O
p
I- REFER TO STD. 1101.11 SHEET 4 FOR. SIGN SPACING, 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
Q '}
-+' C:
D
x- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (SOP TO ENP CONES MAY NOT BE REQUIRED
UPSTREAM SIDE OF TRAFFIC. ALONG WORK AREA AND AT THE DISCRETION OF THE ENCR IJEER, CONES MAY 8E OMITTED ALONfl
H-
<
r
THE WORN AREA IF USING A PILOT CAR.
_
+� 1-43.
zZ
REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
DOWNSTREAM SIDE OF TRAFFIC. 3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
GENERAL NOTES:
M C ')
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES 4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
N
J IC.
m
THE POSTED SPEED LIMIT. THE PILOT VEHICLE.
C.i 3 tL
M 0
]7
5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS 5- DO NOT INSTALL MORE THAN ONE {1 MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNING
PROVIDED TO THE FLAOG€R (REFER TO STD. 1101.11 SHEET 2). OF THE MERGE TAPER TO THE END Of THE LANE CLOSURE.
Z W
W Q
0
1205-05
H
CTS
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. 6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF
J
G
cn�z
SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS.
vy>O
7- DRUMS OR SKINNY-DALOAS MAY BE USED IN LIEU OF CONES. REFER TO ROADWAY STANDARD
CV
DRAWING 1180.01 FOR SKINNY -DRUM REQUIREMENTS.
Ii]
0
GENERAL NOTES:Tp41,
1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS,
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. LEGEND
J C. Y
2
W
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS IW20.7B]
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGEA. FOR SIGNALIZE DD M • FLAGGER
�A�TT
ENTRS TO
FORCEMENN1'NS PLACE SIGNALS IN THE FLASH MODE AND RECOMMEND THE USE OF LAW 1 GONE
m Z o
CROSSWALK LINE
9. REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. 11 PORTABLE SIGN
i0 ISO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR t• DIRECTION OF TRAFFIC FLOW
AS DIRECTED BY THE ENGINEER.
HEFT 1 OF 15
SHEET 1 OF 15
1 1 0 1 .0 2
1101.02
I C904 I
STEP 1 - SITE PREPARATION F
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS,
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.
STEP 2 - SEEDING
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.
STEP 3 - STAPLE SELECTION
AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TO
SECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY,
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.
STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKET
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF
THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF
THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN
FIGURES A, H, E AND F).
STEP 5 - SECURE BODY OF BLANKET
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA
OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.
STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATION
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE
TERMINAL EDGE.
MAINTENANCE NOTES:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT
REPAIR IMMEDIATELY.
2. GOOD CONTACT WIT THE GROUND MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE
CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER
IS ESTABLISHED.
FIGURE F- PROFILE VIEW
C?
CONTINUOUS LINES
TURN LANE BAYS < 125 FT.
10'-30'/SP SKIP LINE
2'-6'/SP MINI -SKIP LINE
z
IT1
v
O
H O
H Z
END OF TAPER r.
�.
LINE - - --
O co
D N O
TAPER
TAPER
UNLESS OTHERWISED SHOWN, USE 1D'-30'ISP SKIPS FOR
SKIP LINE LINES AND SKIP CENTER LINES.
UNLESS 6THEBIMISED SHOW, USE 2'41SP MINI•SK: FOB
LANE LINE EXTENSION$ THFOUDH INTERSECTIONS, EDGE LINE
F_ Q
fy Z
LL _J Z
O O S
0:m
D- 1
iA
EXTENSIONS THROOSPI INTERSECTIONS AND MINI -SKIPS
Q
< F_
D> H
EDGE LINE
8rr
1D' 3a'
USED FOB BICYCLE LANE LINES.
H CC C1
MZ�T—P�
2
- --------- ---
4r,IG",
H
D
U- _j
0 cl)
YELLOW OR WHITE
60'
Z
L'[
�:cpT1-I
2
TURN LANE BAYS 250 FT. OR GREATER CENTER BETWEEN FIRST AND LAST ARROWS
W
[[
k -u �0N
(/) O
z,z,-v -n
LANE LINE
j
YELLOW OR WHITE
a Is
U)�- 0 Lu
J
DRAWN BY:
J.EDWARDS
m
_T.. 4111611
-T[
YELLOW OR WHITE
cc Q 1-4 Q
>0
r
-
_ $
LL
P--' 1--1
r 0
O or)
,..I
3'-3'/SP MINI -SKIP LINE
3'-9'/SP MINI -SKIP LINE
LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANE
(g
OL
O
N Z
m
3
WHITE LANE LINE, CENTER BETWEEN FIRST WHITE 3'-9'/SP MINI -SKIP LINE
1'2 LENGTH OF BAY AND LAST ARROWS
I..I
Y
W
Zp
CENTER LINE
� Orr/G„
UNLESS O7NERWISED SHOWN, USE a'•a'ISP MINI -SKIPS FOR
THE WHITE EDGE LINE ENTENSIONS AT ROUNDADDUTS,
UNLESS OTHEBEMISEq SHOW, USE 9'-S'!SP YINI-SKIPS FOR
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROP" TAPERS.
D3 Z o
-
- - - r—
r
Q
D
YELLOW
o
r— x60'
D 3 O
TURN LANE BAY 160'
rt J
0 Z
m a
GORE LINE
Z rc
I I
�-
31 $
[� O 4" ,r,
Q W
H H-
N *
PAVEMENT MARKING W
SA A R G INE L S, ER OF ARROWS,
IAND ARROW SPACING APPLY AS FOR THE VARIOUS
Brrf12•r
O 12'
DOUBLE TURN LANES TURN LANE BAY LENGTHS SHOWN ABOVE
W
Z
S7
N
WHITE
C/)<
1--1 Q
C.
WHITE
WHITE
Z
m
WHITE 2'-6'/SP MINI -SKIP r rW
LINE �' TAPER
0 Z Z
>H
• 60' CENTER BETWEEN FIRST
R
n
DIAGONAL LINE
j
cc
O
GENERAL NOTES:
LL
11-4 '10 H
Z
LEGEND
__i 12" 45 MPH OR HIGHER
' B" LESS THAN 46 MPH
1- USE THE GUIDANCE SHOWN ABOVE IN CONJUNCTION WITH THE INTERSECTION GUIDANCE SHOWN ON ROADWAY STANDARD DRAWING 1205.04.
2- THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS AS DIRECTED BY THE ENGINEER.
Ir SYMBOLNT MARKING
Z =M}
SHEET 1 OF 1
TJ)
m < S
YELLOW OR WHITE
1205-05
H
11,1
Fy Z 1'/S
m
G
cn�z
vy>O
3 H LL
3
vmn
cc
Ii]
0
GENERAL NOTES:Tp41,
1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS,
occo
J C. Y
2
W
2- DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH
INTO INTERSECTION AREAS.
�A�TT
m Z o
CROSSWALK LINE
A
EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS,
C3
D
Z D
WHITE
S" TRANSVERSE
-i 24" LONGITllDINAL
T
•
QD F to
O
HIGHWAY SIGNS AND PAVEMENT MARKINGS", {REFER TO SHEETS 5
THRU By. SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS,
THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL
SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT.
Lu
O
Q
HEET 1 OF 7
SHCCT 1 OF p
1 205.0 p
1205.041 205.0
¢ u
x D
}
:E
RxR LINE_
A
W
UI
a
WHITE
J
Z
DO
W
STOP OR TRANSVERSE BAR
GENERAL NOTES:
1- USE s"LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
24"
AS DIRECTED BY THE ENGINEER.
WHITE
2- LANE LINES INDICATED AS "WIDE'' ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
OF THE NORMAL LINE.
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE.
SHEET 1 OF 2
SHEET 1 OF 2
1205.01
1205.01
ROLLED EROSION CONTROL MATTING INSTALLATION
FIGURE F
FIGURE A - BED INSTALLATION
FVOW BLANKET
BLANKET 3
OR 4' WIDTH) REQUIRED - WIDE BLANKET SHOWN
GROUND
SURFACE
FIGURE B - PROFILE VIEW
FLOW
3,.
BLANKET 1 BLANKET 2
GROUND
SURFACE
FIGURE C - CROSS SECTION
VIEW
CREST OF CREST OF
SLOPE SLOPE
TOE OF SLOPE
i
FIGURE G- CRITICAL
POINTS - BED
INSTALLATION
BLANKET 3
GROUND
SURFACE BLANKET1
,
FIGURE B/
FIGURE E
BLANKET 2 ,
FIGURE 1
FIGURE E
FIGURE C
FIGURE F
*SLOPE INSTALLATION - APPROXIMATELY 200 STAPLES PER ROLL (8' OR 4'
R ROLL (8' WIDTH) REQUIRED - WIDE BLANKET SHOWN
FIGURE E
FIGURE H - SLOPE INSTALLATION
X- DENOTES STAPLE
LOCATION
FIGURE D - PLAN VIEW- BED INSTALLATION
FIGURE I - PLAN VIEW - SLOPE
INSTALLATION
8"
1„-X 1„-x-1., X-18 X_1,. x 1,.—x-1.. x-1,.
1R_x_1,. x 1,•x_1,.
FIGURE E- PLAN
VIEW
CRITICAL POINT
CRITICAL POINT
TERMINAL END
GROUND JZ GROUND
SURFACE SURFACE
FIGURE J - CRITICAL POINT
SECURING - SLOPE INSTALLATION
© COPYRIGHT 2017 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.
O
DIRECT TAPER TURN LANE
TURN LANE BAYS < 125 FT.
Z
0
-{
WHITE 3'-9'/SP MINI -SKIP LINE
WHITE 3'-9'/SP MINI -SKIP LINE
WHITE LANE
�-
O
H O
H Z
END OF TAPER r.
�.
LINE - - --
Q Q.
D N O
TAPER
TAPER
U
m0���
H Z= D
0
10'
TURN LANE ARROW CENTERED IN
LL _J Z
O O S
0:m
D- 1
iA
BAY TURN LANE BAY
W Q Z W=
Z �
8rr
1— 0 0
Z N c TO
OOM
TURN LANE BAYS 1 25 - 250 FT . WHITE LANE LINE WHITE 3'-9'/SP MINI -SKIP LINE
~ _ ~ Z W
LL _j
cO
H
D
TAPER
0 cl)
z
60'
CLLu
Z
TURN LANE BAY0
!�,
2
TURN LANE BAYS 250 FT. OR GREATER CENTER BETWEEN FIRST AND LAST ARROWS
W
[[
250' WHITE 3'-9'/SP MINI -SKIP LINE
WHITE LANE LINE
_ °
wCOMBINATION
- - - - - -
LEFT AND STRAIGHT
��¢
6O TAPER
DRAWN BY:
J.EDWARDS
m
I//�fIP111t1�Y'�
cr
Z
S7
TURN LANE BAY
O
r
-
_ $
LL
P--' 1--1
r 0
iLu
N
0
u
LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANE
(g
< S
N Z
m
3
WHITE LANE LINE, CENTER BETWEEN FIRST WHITE 3'-9'/SP MINI -SKIP LINE
1'2 LENGTH OF BAY AND LAST ARROWS
I..I
Y
: NCBELSK-3\\4,,48:
j.
Cc
w
C m D
TWO-WAY LEFT TURN LANE
O
D3 Z o
-
- - - r—
r
Q
D
— — —Jr —
o
r— x60'
D 3 O
TURN LANE BAY 160'
rt J
0 Z
m a
MERGE ARROW
Z rc
O
In IO
D
MS MR
NUMBER
Q W
H H-
N *
PAVEMENT MARKING W
SA A R G INE L S, ER OF ARROWS,
IAND ARROW SPACING APPLY AS FOR THE VARIOUS
W
o in
DOUBLE TURN LANES TURN LANE BAY LENGTHS SHOWN ABOVE
W
Z
S7
N
i
WHITE SKIP LANE LINE WHITE - SP MINI -SKIP LINE
WHITE LANE LINE, It LENGHT OF BAY WHITE LANE LINE, LENGHT OF BAY 3 9 /
UP TO 125' MAX. UP TO 250' MAX. `
�-
C/)<
1--1 Q
C.
p
m
- -
r r - - r- -
Z
WHITE 2'-6'/SP MINI -SKIP r rW
LINE �' TAPER
0 Z Z
>H
• 60' CENTER BETWEEN FIRST
n
• TURN LANE BAY AND LAST ARROWS
C1 2' 6" In _
cc
O
GENERAL NOTES:
LEGEND
70[7
1- USE THE GUIDANCE SHOWN ABOVE IN CONJUNCTION WITH THE INTERSECTION GUIDANCE SHOWN ON ROADWAY STANDARD DRAWING 1205.04.
2- THE NUMBER OF ARROWS SHOWN IS THE MINIMUM REQUIRED. USE ADDITIONAL ARROWS AS DIRECTED BY THE ENGINEER.
Ir SYMBOLNT MARKING
Z Z 0
W<
SHEET 1 OF 1
SHEET 1 OF 1
1 2 05.0 5
1205-05
0
STRAIGHT ARROW1
RIGHT OR LEF
COMBINATION STRAIGHT AND
COMBINATION LEFT AND
2
v -mo
TURN ARROW
LEFT OR RIGHT TURN ARROW
RIGHT TURN ARROW
C)
' a
mu 0
a,r
Gr_4.rr
20”
^
r
Q ¢
F-
O
r ~ -n O Ml
O
38'
iA
SAME ❑INENSIONS APPLY AS FOR
s
�••'< Ir c.7
Z �
8rr
Q
THE LEFT/RIGHT TURN ARROW
Q. O m Z
=0�g,,y
LU
co
.. Z
z
U
.W..<Er Qa2
C3
_ -
m
71
2
DATE:
W
[[
0
_ °
wCOMBINATION
3160092016 z
LEFT AND STRAIGHT
��¢
DRAWN BY:
J.EDWARDS
I//�fIP111t1�Y'�
AND RIGHT TURN ARROW
z °C
f17 O E
J.CHURCH O
d
-
_ $
J
P--' 1--1
r 0
iLu
',41,,S4E1E1fMI+
4r. s
n
DIMENSIONS APPLY AS32 FORTHE COMBSNATIRN STRAIGHTAND
r -SANE
W
C904 J
: NCBELSK-3\\4,,48:
LEFTfAIGHT TURM AAR09NR=a0"12"
:rte•.
.:
Q
s •• ..... •+ •
O
41 C Ago
z
,k,,.
'IWfEIl1#IE1A4,
O
R=28"
MERGE ARROW
RAMP ARROW
mo1
FOR WRONG -WAY MOVEMENTS 10'-0..
Ir
O
(n r
o in
ON FREEWAY AND EXPRESSWAY RAMPS
W
W�•'�
O=
IIS M
„� ~
o - h -
a
CRYSTALIRED S'.pn
PAVEMENT MARKERB
0
N Z U)
I••I W
rn
cc
0 Z Z
>H
er' .._._-._._.._..-..._.._ _.. OF RAMP
n
7 a
C1 2' 6" In _
cc
O
M
3. 0
¢
70[7
©
5' O, 8"
TYP. 2'-6r,
Z Z 0
W<
=3
Mm7
~ s
H
yB,_B„ 7'-y
W IIS
G
cn�z
vy>O
D��,
cc
Ii]
0
GENERAL NOTES:Tp41,
1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS,
HAM ARROW
RAMP
J C. Y
2
W
2- DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH
INTO INTERSECTION AREAS.
�A�TT
3- DD NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE
�
EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS,
•
UNLESS APPROVED BY THE ENGINEER.
•
4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR
HIGHWAY SIGNS AND PAVEMENT MARKINGS", {REFER TO SHEETS 5
THRU By. SYMBOL DIMENSIONS CAN VARY AMONG MANUFACTURERS,
THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL
SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT.
RAMP ARROW
AT EXIT RAMP
IOp *
HEET 1 OF 7
SHCCT 1 OF p
1 205.0 p
1205.041 205.0
9 0
U
Z
Z COY
W CC)
fj of U 4t
w
3: O
J U)
W
m
Pei
U
DETAILS
PREPARED FOR: Cid
TERAMORE DEVELOPMENT, LLC z
0
PO BOX 6460 U
THOMASVILLE, GA 31758 flr�
0
U-
0
U)
REVISIONS:
W
U)
B EC
J
w
W
^
CJ
G
nr�\V
O
Vv•
:NGINEERING I PLANNING I ENVIRONMENTAL
126 EXECUTIVE DRIVE -SUITE 220
Q
WILKESBORO, NC 28697
0
336.844.4088 http://brec.biz
LU
W
,���11P1PrffIl
U
SHEET SIZE:
24"xA
W
2
DATE:
W
L
PROJECT NUMBER: U
3160092016 z
U)
w
DRAWN BY:
J.EDWARDS
I//�fIP111t1�Y'�
U)
06/05/2017
z
J.CHURCH O
Q
SCALE:
J
NTS (H)
',41,,S4E1E1fMI+
W
Vlpo
W
C904 J
: NCBELSK-3\\4,,48:
V �U) J
:rte•.
.:
Q
s •• ..... •+ •
O
41 C Ago
z
,k,,.
'IWfEIl1#IE1A4,
O
9 0
U
Z
Z COY
W CC)
fj of U 4t
w
3: O
J U)
W
m
Pei
U
DETAILS
PREPARED FOR: Cid
TERAMORE DEVELOPMENT, LLC z
0
PO BOX 6460 U
THOMASVILLE, GA 31758 flr�
0
U-
0
U)
REVISIONS:
W
J
W
ry
0
z
W
SHEET SIZE:
24"xA
W
DATE:
04/10/2017 >_
PROJECT NUMBER: U
3160092016 z
w
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH O
SCALE:
NTS (H)
(v) U)
SHEET: ui
W
C904 J