NCC215528_Site Plan or Location Map_20211006

CONSTRUCTION SEQUENCE (FINAL PHASE): °\° \�'�� �,, PROPOSED LEGEND
1. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES FROM THE INITIAL ' INSTALL INLET PROTECTION (SEE DETAIL SHEET)
PHASE. / �°� ���, / �.
INSTALL FILTER SOCK (SEE DETAIL SHEET)
2. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES �� FS -
ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND/�r // / /mo01, �� TEMPORARY CONSTRUCTION EXIT
� � �° � \ / / �.
WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED
REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. l i° l i ° �'� / �' /� �, CONCRETE WASHOUT AREA
ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION/��
/ LIMITS OF DISTURBANCE
DETAILS ON THIS PLAN. /
3. EXCAVATE NEW PART OF NORTHEAST SWALE AND REINFORCE WITH �� �� �� ° / / / / / ��� - -����, �� / �\ / �, TEMPORARYIPERMANENTSEEDING/SOD
TEMPORARY MATTING. REINSTALL CHECK DAMS WHERE NECESSARY.
PERMANENT MATTING
4. INSTALL UNDERGROUND UTILITIES.�x
5. INSTALL CONCRETE WASHOUT AREA.'°
/_ ���/ /���� / SILT SOCKIWATTLECHECK DAM
6. CONSTRUCT CONCRETE APPURTENANCES./Set 5�8" Reb� °
7. PERFORM PAVING ACTIVITIES ��,`�`� ��� ` `�' `�� �� �/ P. B.
8. CONSTRUCT COMMERCIAL BUILDING. �� _ �v�\ \ �<\ Found eb4tFlush// KEYNOTES
9. PER THE NPDES PERMIT, GROUND STABILIZATION WILL BE APPLIED WITHIN 14 V ��� �� �� �`� < °���; ��� �`, I / TEMPORARY CONSTRUCTION ENTRANCE -SEE DETAIL SHEET
CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES Ar4ialt
\ \ 1�
s/ \� j / ° `� / / / 2 INSTALL FILTER SOCK SEDIMENT PROTECTION - MAINTAIN
DIVERSIONS, AND DITCHES, THAT AREA MUST BE STABILIZED WITHIN 7 CALENDAR ��..��� �� �\ ` / �/ /���� �- / �, / �� / 3°'of(s°'>xght �� O THROUGHOUT CONSTRUCTION- FIELD ADJUST AS REQUIRED - SEE
�� A A �� // ' �_ / of way Easement DETAIL SHEET
DAYS. l%% _ - r ,' f/ /` ` �_. , SSA .
// / CONCRETE WASHOUT PER EPA STANDARDS - CONTRACTOR TO FIELD
10. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN 15 WORKING DAYS / /'// % / �; �° ' / ' 'X ����� �- levarion: �oo.z8 / 0
/ / / // // / / /_ / / In F1eva ' n E:159 .08' / ADJUST LOCATION ONSITE AS NEEDED SEE DETAIL SHEET
// / / /� l / �� �A / , °\ A�� Inv xt v 'on S: 15 98' /
OR 90 CALENDAR DAYS WHICHEVER IS SHORTER. HOWEVER NPDES GROUND/// // /'%/ �% �� / r/ �� \, /�\, / 4 PRovIDEwLETPROTECTIONORAPPRovEDEQUAL
e //j /� // // ��� %�� Sl b-Top e / SEE DETAIL SHEET
COVER REQUIREMENTS TAKE PRECEDENCE. /'/////// "/ ;��//� / / j��� ;i' �° / / �'� ����`, i / '/ a
/ ��� LIMITS OF LAND DISTURBANCE
o A
11. TEMPORARY ESC MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND
�� // ���� / ////� /// �j/ // j i/ �� �� �� �, / / / / ` • \ ��� �� / / / �s 8oA'�9 % 6� INSTALL SILT SOCKNVATTLE CHECK DAM - SEE DETAIL SHEET
AREAS ARE PERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLYtile � �es` /rB
/ / ��� ° r i� �� % ss
STABILIZED REMOVE ALL TEMPORARY ESC MEASURES CONSTRUCTION / i///� / //// ��/�� ����� ''� �� �' '� Rtad�� 7 INSTALL PERMANENT MATTING - SEE DETAIL SHEET
ENTRANCE CONCRETE WASHOUT INLET PROTECTION AND PERIMETER 5o'df(so�x�ghtEasement
1.24 AC 53,813.06 SF LIMITS OF DISTURBANCE 5 ofayEaseGRADING INFORMATION
MEASURES) AND PROVIDE PERMANENT VEGETATION WHERE PERIMETER
= 1
MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT ADEQUATE. / / / ����� // / �i// / //////� ���+/ + + f °
/ �� / / // / / / / / /Z' / z V� ��� A / , °" ',,,„ °k Rim v lion.i�
12. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR / // /// �� :+ r / °'��,,,r ° \ n� ElevationN:
�������� + * d + +F h+ + + ° V �\ ° Inik*c �levauon : 1596.36' °R� ' \_� A
TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE Fo n 12 ebar lus e . V
�: + + ,��..��� .r -- °� EROSION CONTROL NOTES
j : + + + + + + , / + . on exclusive\ I /
PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT + + --+ + + + +.�� /pp�,..��� + '`,�„w ° 5°��, p �petu� Rightof�` `� / �`, I 1. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF 14
/ // // /// // // // / / Y. + + + + �- + + ,
DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). / // // /// // % / �� // // /, / / / / / // F� +. + + + + + + + + ��,.,� + + + � �, , ° TYP. Way 8 ° ., DAYS OR MORE SHALL BE STABILIZED WITH TEMPORARY SEEDING.
A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS �/ /� l/ l l// / // ���� //� / ///�/,�//� /;i;// ��` s + +-+- �' �7 � i, /P°�P �,e g; t'of 2. SEDIMENT BARRIERS SHALL BE PLACED As INDICATED ON THE
BEEN FILLED OUT. / /// ////���////// j�� //��� ��� // // /// //// Q' / + + + + + + + + + + + + + + }�+ +� ay % GRADING WORK. PLAN PRIOR TO ANY SITE CONSTRUCTION
/ ��� + + + + + + + + �+
+ + + + + + + _ + + + + + + I ( 3. DUST CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE
+ + + + ��+ + + + + + + + + + + + + + + + + +�v :yy,° LIMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE
./I �.r`° \ I METHODS.
rssroi
+ + + +/ + +� rsmeed Book 26 L e -� + + + + + +� El 4. MAXIMUM SLOPE CUTS SHALL NOT EXCEED 3:1 UNLESS
+ + + + + + + + nn I APPROVED BY THE OWNERS REPRESENTATIVE. CUT AND FILL
+ /� a �o�p SLOPES 3:1 AND GREATER, SHALL BE STABILIZED BY EROSION
+ + + + + + �.(j , CONTROL BLANKETS (ECB) AND SEEDING PER ALDOT DETAIL
ESC-509.
// 3 5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED
/'n // /// // /// ./ .r + + + + + + + + ° / ���
/ / // / / + + + + + + + � / / / / IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE
+ + + + +, + 1 + <� �� �/� LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY
+ + 0/"� / // HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF
+ DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT
FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
+ + / /� / CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION
/ CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS
ASTAGES DURING CONSTRUCTION. ANY DIFFICULTY IN
GG
+ + �+ /+ „� 8\ + + + + q fj/ /// / �� CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION
+ + /+ if G
/// � g�'f + + + + � ,' ,+j�/// j /� � � SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
+o+ + + O o \U + + + 4 + +/ + + + + + /+/ +/ 5 / / inv
/ A , 6. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE
+ / + + + + + +�+ U� + + + + + / , /� j;3y / i In ADJUSTED AS CONSTRUCTION PROGRESSES TO MAINTAIN A
BLDG. AREA = 6,816 A U + + + + + + +/ / / / /
+ + ,/+ �+ + + + + + + +/ /�/ / �/� FUNCTIONAL EROSION CONTROL SYSTEM.
PARKING SPACES = 29 \ S //%/
FINISH FLOOR ELEV. = 1608.50 + + + + + + / + + �+7 / / / In 7. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION
D / / / / AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE
/ / ENGINEER IMMEDIATELY.
+ �+ + + + + + + + + / / +/ /+ //'/ // / /
,/+ • + + + + + + +/ +/
+ + + g + + + + + + + ///+ /%`/ // // �/� / i 8. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH
+oun$2ReL�ar + a +� + + + + / i + /+ /+/ / / / RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED
+ + +
PERIODS OF CONTINUOUS RAINFALL.
+ + ' I+ + + + + + + + + + +
+ + + +, + + +
+ + m+ ,-4-1 4.69+ + + + + + + + / + /+ / / 9. EROSION CONTROL DEVICES SHALL BE REPAIRED AS
/ / = ver v tron W: 1.54' ALL DISTURBED AREAS SHALL BE STABILIZED WITH SOD, SEE DETAIL / / / /
+ + I+ 1+ + + + + + + + + + + /��+/� j / NECESSARY TO MAINTAIN A FUNCTIONAL EROSION CONTROL
i Inv rt E e ati n E: 1601 SHEET o� , / / /
+ + + + + + + + + + + + + + + + /+ /�� /
/ / SYSTEM.
L / + + + + + + + + + + + ALL SODDED AREAS TO BE IRRIGATED (IRRIGATION DESIGN PLAN BY TO + + + + + +
/2 + + + + + + + + + + BE SUBBED OUT BYTHECONTRACTOR) + + + + + /� / / / / 10. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL
+ + + + +r+ + + + + + + + + •/ �+
/ / a +undo/2"� bates + + + + + +0 + + + + + �+ + + � �/ / +/ +�/ / / / PERMANENT GROUND COVER IS ESTABLISHED AND THEN
\ + + + + + /+ + + + + + + + + /+ + + + / // /+/,..� / / / / REMOVED SO THAT DRAINAGE OF THE SITE IS NOT IMPEDED.
//� sd I605 + + + + + + + + + + + + + + / , / +/ /+/
+. + + + + + + + + + + + + + / +/ +/ /+/ �� / / / / / / o 4 + + + + + +� ` �+ + + + � + - + +' + + + / / +��`/ / / � / � / / /� 11. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 33 /o
/ + + + + + + + + + + + + + + + // OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE OWNER'S
/ + / -
i + + + + + . + + +�6p + $ + + + + + + + / +/ +�j +j.` / / / / / / / REPRESENTATIVE. SILT BARRIERS SHALL BE REPLACED AS
°,,m� + + + +�. . + + + + O+ + + /+ + + + �/ +/ / / /� EFFECTIVENESS IS SIGNIFICANTLY REDUCED.
+ + �+ + + + + + + + / + + + / / + +'/ / , / / /
+ + + + + + + + +J� + + + + + +
+ + + 6 + + + +^�O + + /+ + + �/ ++ /, // // / / / // / 12. TOPSOIL SHALL BE RE -SPREAD A MINIMUM DEPTH OF 6" OVER
+ + + + + + + + + + + + + + / / / �+ � / �/ // / / ALL DISTURBED AREAS. DISTURBED AREAS SHALL HAVE
+ + + + + + + + + + + + + ++� Found 1 2" b i PERMANENT STABILIZATION APPLIED (SOD COMMON TO THE
LOCAL AREA PERMANENT.
+ + + + + + +� + + + + + + + / / +/ / /
sd\ + + + + + + + + + + + /+ + + /+///+/r// / / / / / 13. AREAS THAT HAVE BEEN STRIPPED, CUT SLOPES, FILL SLOPES
+ + + + +�+ + + + + t s / /
d + + + + + + + + + + + + + 41 / /+/ �� / / / / / OR AREAS OTHER WISE DISTURBED SHALL HAVE PERMANENT
\
+,-,,+ + + + + + + + + + / ' / / i STABILIZATION APPLIED WITH SOD COMMON TO THE LOCAL AREA.
\ sd \ +�> + + • + + + + D + + �/ + + / / +/ /+/ / PERMANENT STABILIZATION SHALL BE IN PLACE PRIOR TO
sd + + + + + + + + + + + + ��j / / / /
+ + + + + + + + /+ + / / + /+� �/ / // / // // / ACCEPTANCE OF FINAL GRADING.
+ + + + + + + + + + + + +/ /
+ + + + + + + / / +��/+ / // / 14. REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES PRIOR
+ + + + + + / 45' one c)u#iv€/ / / / / / TO ACCEPTANCE BY THE OWNER. STABILIZATION SHALL BE
+ +V P�/ per etua��l+Jof / / / PLACED PRIOR TO ACCEPTANCE OF FINAL GRADING.
/+ ��
o / ,/ +i/ // / ,'/ / / 15. STOCK PILING OF SOILS ON SITE IF REQUIRED, SHALL BE
+ y� ,,� ��� `Co//// // LOCATED BY CONTRACTOR AND BE PROTECTED BY PERIMETER
_ _ / FILTER SOCK, IF LEFT EXPOSED FOR A PERIOD OF 13 DAYS OR
PO
+/ ; � �// / / � / � / / � / MORE SHALL BE STABILIZED WITH TEMPORARY SEEDING.
2.5' a n ��cfu
\ n, + erpetual+g/td/
asF_Tt
�/ + +/ +/ / // �� / / /� ' // ��� ��. l GRAPHIC SCALE
Al DI v/ / // / 5 zo 0 10 zo 4D BD
Rim Ele at on: 1607.E'�// d�
Mesquite Grill Inc Invert�Eleva on W: 1603.43' //// / / / // / // G) /
Invert n S: 1603.51'
s� '�%(,. +� / / / / /// // // /� // / /°h,? ( IN FEET )
4 -�, + a° // / / / / / / / 1 inch = 20 ft.
n / 4? Found C/on reye R g
DI d / // / of Way/ nyYment/ / / / / , / • ]• • • •%�
Rim Elevation: 1607.37' ti/ // / / / / / / / / / / Vll En �neel �ll Services
Invert Elevat N: 1603.94'
Invert Elevation S: 1603.95'
7705 Spicer Farm Lane phone: [phone]
/ Fairview, Tennessee
/ BENCHMARK: FLOOD TE: , fax: [phone]
• �� ��d �/ /���� noun %�'Reb )12"REBARFLUSH THIS OPE,TYISINZONE "XP/NS DED" OF THE FLOOD INSURANCE RATE 37062 e-mail: [e-mail]
AIN NORTHING 528698.35, EASTING 500053.10��74'11
MAPCOMMUNITY PANEL NO.3700550200J, WHICH BEARS AN EFFECTIVE DATE
DI E�iV=1607.85 9/2010 ANfP IS NOT IN /A/SPECIAL FLOOD HAZARD AREA Engineering, Environmental, Land Planning
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REVISIONS
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7.
CIVIL ENG:
RGF
DRAFTSMAN:
AMP
CHECKED BY:
YWH
DATE
07/15/2021
PROTOTYPE SIZE
65W2
\A CAROB "/.,.
I
SEAL
- 044147
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4. NGINlee
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0-1/15/2021
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