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HomeMy WebLinkAboutNCC215528_Site Plan or Location Map_20211006CONSTRUCTION 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: (615) 533-0401 / Fairview, Tennessee / BENCHMARK: FLOOD TE: , fax: (615) 523-8865 • �� ��d �/ /���� noun %�'Reb )12"REBARFLUSH THIS OPE,TYISINZONE "XP/NS DED" OF THE FLOOD INSURANCE RATE 37062 e-mail: ray@civilengineeringservices.net 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 11 u O N LU L. I-- a) Lu C: LU + � CY) } L.C:) (fl CU U) cy) LLJ r � J w U) z 0 LLJ 0 N R � !i Z J J 0 Z 0 U Z 0 I- �^^ V/J < L.L W z LU � 04 Q LLJ o LU O vJ 01-10) coo = o0 Z Z Q 0 J 7 L L.L m 0 LO 04 U) Z 0/ L.L 0 z LU 0 (1) w ° J Q a W Z Lu _ LL SCALE: REVISIONS 1. 2. 3. 4. 5. 6. 7. CIVIL ENG: RGF DRAFTSMAN: AMP CHECKED BY: YWH DATE 07/15/2021 PROTOTYPE SIZE 65W2 \A CAROB "/.,. I SEAL - 044147 - EE �s�! 4. NGINlee G. 0-1/15/2021 C202