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HomeMy WebLinkAboutNCC240764_ESC Approval Submitted_20240315 • _ FINAL APPROVAL 1/10/2024 CITY OF CHARLOTTE ENGINEERING LAND DEVELOPMENT STANDARD NOTES: 9eea°P1,OPe,19a F 1. ALL"STD."NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. LIMITS OF DISTURBANCE=1.28 ACRES 288497 Poy Own / l�`\ \ CILAQLOTTE.1 D PROJECT NUMBER: LDC-2022-00203 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING 99 94 (c / q 54 s ADMINISTRATOR. 9 1 sob \+\ \ "gIIrCAB//' 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE d,� \ I QSN ` ENGINEERING Y 4VIoua ��< " -''\`\ E:=3/. CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. // / PCSO/DETENTION/DRAINAGE PLAN SF F \ I Il ., •� 47.-A'- 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A x\ \ \ \ \ I I I 1 Q VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. _ 1 - EROSI SEAL OI,yH�NONTROL (James Wilson 5. ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER mm/ /D ppgp5 - - - - - X�-- N� -5` 6�� \ \ \ I I 042797 URBAN FORESTRY Stan Armstrong STABILIZATTHAN 3 ION WITH GROUND IZONTAL TO 1 VERTICAL OVER AS SOON AS PR:1)SHALL BE ACTICABLE BUT IVIDED NN ANY EVENT WITHRY OR IN 7 Tpeed 172�Pog 147p°d ___ ------ \\ \\\ \\\ \sss \\\ \\\sse'' iPF11 11 11 1 1\ %4-,,/VGIN6 U�`eJ `` TREE DRDINA9IF€ CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. --- ---_1F \ I ni'11N S.P \\• - - - ----- \ \ \ \ \ \ \ \ \ \\ \ I 1 \ 1 '�"�gpinnnNo\\N 6. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT \ \ ------- $5 07/12/2023 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. \ \ \ ------- 9 4 Y \ \ \ \ \ \ \ \ \ \ \\ \ 1 NOTE:THIS PLAN APPROVAL DOES NOT /( \ \ \ \ \ \ \ \ INCLUDE CHARLOTTE WATER.FOR MORE 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A \ N �\ \\ \� C -- \ \ \ \ \ \ \ \ \ \ I \ I \ \ \ \\ _ MF \ \ \ \ \ \ \ \ \\ / I I NC FIRM NO.P-1919 INFORMATION,P4BPgR BPI61doa-s35-sass r /\�\� ^ REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT. \ ` \ \ \ \� \ \ \ \ \ \ \ \ \ \ OR VISIT hnP://charlottewarecors / 1 \ - \\ \ \ \ \ \ - \ \ \ \ \ // 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'REQUIRE 1 / / / / 1 ( I I N \ \\ N.\ \ \ \ \ \ \ \ \ \ 'Tree' ave Are \ _I _ / Is NOTE:THIS PLAN APPROVAL DOES NOT ADEQUATE TERRACING[CLDSM#30.161 h / / I A \ E a3A� \ \ v v v v v v \ v\ V A a V v v V A A V A A v �- / / 9n _ INCLUDE COMMERCIAL ZONING.ALL BUILDING / \ - 4 J� \ ry�Y��' \ / / -- 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT / / / / \ \ 1 \ \ \N63 \ \ \ \ \ BDok52,Rage\96 _ \ \ L / / PERMITS AND ZONING PROVALS CAN BE / / \ \ /P \ \ \ \ \ \\ \ \ - P \ \ � OBTAINED AT MECRLENBURG COUNTY CEDE WAS NOT PREVIOUSLY APPROVED. / / II% I F \ \ \ \ \ N. \ \ \ \ \ \ � N - ----- - / Ce ENFORCEMENT.PLEASE CALL crAc AT 10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE l / / / / l \ \ I \ -J - % \ \ \ \\ \\ \ \ `` \ L--_____- --__------- g /oa-sLa-cooE\2sBB>FOR MORE INFORMATION. PRESENTED AT PRE-CONSTRUCTION MEETING. _ _ I / / /r �.-_ -\_ \ \ \ \ \_\-_�_- ;-=- --- ____1- -_ ---- --_- -- -- ' - I 0 NOTE:SCHEDULE PRIOR TOTRU LANDTION MEETING / ,�P- -I ��. L--- ���i \ l/-/- l �\ // / / - \ \ \ \ \ \ -- _ --- - U AT LEAST 98 HRS.PRIOR TO ANY LAND / `-- -/I �J`���� �_ L _ - _ -_ --_ a DISTURBING ACTIVITY USING THE ONLINE 0 -�1��' -��_- i -- -- _ - - / L - - _� - -- - \ ( a COj 1�p)7 FORM FOUND AT httP://charlo[[enc.9ov/Id `, •M --�.�i� ___--/b.55/ ,,/ _-------- `-------- -__`630�i - - _ \ \ �\ \ Box p - _- \\\ ❑r0,O i •t I _ -_ -_ �W Ili _ - -_-__ x �: � \ \ �\ \ Q.m 0 CONS HUC1ION EN I009109 ` , ,O 1 V o,`�,6`' I�--- - r---0>��-� roe.Bo \ �-�� �-� as \\ -- \ --- -- - - (MD th ;f���•�a���Ir.a����I t '/ / / / \ 0 ¢-''t LII C;I 1• tais araar.. .�. n F-_ -'�' �w��, �� / 1 / / / // // / // / THERE SHALL BE NO ( Ti, _I NNui� ' _- _- - - -- // Mt STABILIZED \ / I / / / / ,05 ,EXISTING/TREE T DISTURBANCE WITHIN THE �[ w Z ZO j COMPOST SOCK ALONG EDGE OF \ / I - TRFjE PROTECTION / N o w - - 9' ®CONSTRUCTION •\ / I / REMAIN(TYP ` TREE PROTECTION FENCE. \ 'n O I Y I teaIVEWAY TO BE DEMOLISHE FENCE ( l THERE SHALL BE NO i / /ENTRANCE �\ \ DISTURBANCE OF V 1 < V a•(TYP.) V �� V V A -se A \� ►1► N d DISTURBANCE WITHIN THE TEMPORARY G SILT FENCE �. \ c \ \ \ \ .. p '✓ ;r \ I V Q _. 1:3\1._._ TREE PROTECTION FENCE. MATERIAL STOFYAGE TyP \ \ \ N \ lT\'P) sJs \ \ \ \ \ \ \ - - -ouG \ o _ A EXISTING TREE TO I LOCATION \ ( ) ® tom. \ • ___T.L \ •I _ • • .•� \ sgn 1 w REMAIN(TYP) 6J0 " - - r, •.. ■e• wii• i��°�� a �- \ '0 \ .Air CATCH BASIN INLET .,.. 1• �-f - •�• _A • , f  y// \ ` - _ �__�Y �Gl�\ - *�• r,\ ®PROTECTION -�;! • 'e_- ` ; ' __ _ t�� erg _ L D-L,_ L.�_,SOB \ . 6 - i. ZO ,_643'��-_ \ `� \ \t •� � LOD -qv Wou - AnvBncp J -- -6 C�7 t \ �i �4,,,, -- \ WkE--- Pdi' 4.•A - ---,_\,_- -- - _ _ _i5ik Wilkes Loam w �•W o _ \ \PI°me, i - `� -- --- v v S\\V A v64s v v �'�� \ I -' __ / • �1. N F�: STONE INLET �s �\ �\ \ \ \ `\ �� �\ \\ \__-_----- ) W, - ti I, PROTECTION \ v v A \ ati TEMPORARY ON- TE SILT \ - - �1 ® \ \ \ \ \� �\�\�-\�x \ WDITCH#1 ..; �. AS ® ti� 8. 1 \ PA\ \ - \ \ �iiY-/ `yo A \ c 1Io �- H 6 0 A A A �'�4_ V\ \ \ V A\V A TEMPORARY ON-SITE SILT ® �� \ \\ \\ \\\\ \3 n� ` \ N\ TEMPORARY TEMPORARY ON-SITE SILT r F F, �� �'•n a /✓/1I / "- STOCKPILE WITH ® DITCH#3 m \ � 11 \ V,Jvh �� DITCH#2 -? O V r �, V A A x V V +r A PERIMETER SILT FENCE _ _ _® I 4 A A \ U \ T \ •. aRCP � LU ,'O A O V 1 �V �� ,-�- -zd'RCP �' '.-ao HIGH POINT i Ti.� ❑ 2a'PCP -L-I- \ p V A V A 1\V A 11 M "-G \cin\ / \ HIGH POINT ,Wert/n( 6 ' O / / - I 4/' \ I \\ \7 U Lj 6�� sol - SOIL a, 4 \I $- 1 �4 30.08 TONE INLET O 1 p I"o_ � C4, C1.5 ROTECTION a, \\ ,a ��V II I\\ 10 q \ 30.05 TEMPORARY ON-SITE SIL O\L \ I I I I I \\ p (, O- I I I '/`r \ C1.5 DITCH#4 S ° WkE \\ II 1 \\ N Iv\ - I 1 \ \ I I� \ LIMITS OF SOIL LL i SO l , A v I�I 1 �/� I TYPE LIMITS sov� ! < Wilkes Loam 1 1 pl I \ , � O \\ \• I 1=it COMPOST SOCK ATT01= EnD All O I\\1 II \ \ \ \\V- I A.� OF SLOPE BASIN A Enon Sandy Loam J \I I\ \V AV A ��Ol V 0 N CONTRACTOR TO IMMEDIATELY \ \\ \ i/ I I \\ \ U) z 15 �� Q10=2.3CFS REPLACE SILT FENCE AFTER \ V� \\A V�I /I gO 05 \\ I I I A1-\\ A AV J in N SANITARY SEWER CONNECTION Box\ ,. ❑ 0 o HAS BEEN MADE.ss-- ��� N_ \' VA\AAV��� / �� _;/ ��s3/---- \\v �1 \V� I IIII \ \ \ m W I O• Ssyy ss- _ s.- --66 --� �P W�. J \V/A / WATERSHED BASINI COMPOST SOCK AT TOPV A\ A vv 1 \IALL Q` •� I \\�, / PROJECT LIMITS ,}� _ F \/f1I Til r 11 0 1/P s)1 1 AV / 9OF SI<)T FE +iY"� y O s30� - - v \ \ \ \ v vNH Q I A 1 A\ / Ox� 'BASIN A' DOUBLE RO' aOF SLOPE / \ I v� 1- _ A l I 1 I V AQQ" ColCO1 OOl ao -Col OOi l \ \ \\ z = o IIIIII�J scl . / I 1= I \ \\��►�� F SF SF SF S1= __S_F-I_ SF �SFo _ _ " / D- -�� 1:11) L� ��� \ Et \p - - 6 M Z / \\ \ \--` iQiis,1.,& ►��'F ©W_�sv.'/Pi• :��APlir-f.T.M.rs- --•'o_�G« .E.�:�A.►i►WWI McIA,W�:�DW•_r��1y/;� o L� i�o�o1D was_ 77:�ss cs 11�IIIk* ue z2 aeASO =sD_-� 1 1 \ �5� -� LLI Q nhe I� W, WV_ -S.: •i --,dL V�- -- - - --- -�_r. --=C2 - o. - --- --- ------- --- ---- --.__ -- ------ -_638- _ ----- -' C1'Po°sswoi�c°mero,. ' _ - - - - t - °����T ..cJ-r--�Dl -- 1 _ -- -sz/-M W W W I ie \\ . -CMF '- _- Fy -625- EMT 0"RCP rBBMH _ _ - ----6Ol i�--��1--� OOI�-�EOI -- PF _ IE Ll clir CV Of WV 62a---_ I I \ Gy W W W W- W _\ ,., -- W W W W W W W �-W I �I' W WV WW - CV I CV Al W W SF tW-- ,c CF c Sr CF3 Sf 6�3f I `j S���'i WSF Wp SF W SF C SF SFC W -W-62�WJ ���in I - LUD �L LOD LOD LODLODLOD LODLOD LOD LOD- LOD LOD OD�LOD LOD LODSF LOSF FG _ --�_ LOD LOD D Lo 3 North Tyron Street \1 w - - - LOD J L Variable Width Public R/W \\II \ - I \\ -F - ORIGINAL ISSUE DATE: 10/25/2022 CI N - - - _ REVISIONS: 0 i5 TEMP SEDIMENT TRAP A CALCULATIONS 3 o - - - - - - - - - - - Q10=CIA=10-YR RUNOFF PEAK FLOW I I I I - - - - - - I A REVISION 1 12/02/2022 2 C=RUNOFF COEFF.=0.45(BARE SOIL) 2 REVISION 2 02/24/2023 D- i=10-YR INTENSITY(5 MIN Tc)=7.03 IN/HR N „ I 1 - - Q REVISION 3 03/172023 E A=AREA=0.72 AC ^ - - - - p I N! 4 REVISION 4 06/06/2023 jQ10=0.45*7.03*0.72=2.3 CFS I �� I Q n CONSTRUCTION SEQUENCE --- 5 REVISION 5 06/14/2023 O _ ------ - -_-__ 6 REVISION 6 06/22/2023 a, CONSTRUCTION SCHEDGJ.E 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT. 8 REVISION 7 07/10/2023 WEEKS 2.SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING ACTIVITY DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY 1 12 13 14 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE. SOIL DATA PROJ.NO.: 20036 N CLEARING&GRUBBING X 3.INSTALL SILT FENCE,INLET PROTECTION,SEDIMENT TRAPS,DIVERSION DITCHES,TREE PROTECTION,AND OTHER MEASURES AS EROSION CONTROL IMPLEMENTATION X X X SHOWN ON PLANS,CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. WkE-WILKES LOAM,15 TO 25 PERCENT SLOPES 4.CALL FOR ON-SITE INSPECTION BY INSPECTOR.WHEN APPROVED,INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND AREA:1.6±ACRES 8 C ROUGH GRADING X X X GRUBBING MAY BEGIN. SOIL CLASS D j EROSION&SEDIMENT o GRASSING X X X X X X 5.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. CONTROL PLAN PHASE 1 C UTILITY INSTALLATION X X X X X X X 6.FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO EnD-ENON SANDY LOAM,8 TO 15 PERCENT SLOPES 15 PAVING X X X X X X X X X BUILDING CONSTRUCTION X X X X X X X X X X X COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. 7.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. SOIL CLASS C a03 i 8.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURE. FINE GRADING X X X X X X 20' 0 20' N 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL x FINAL STABILIZATION X X PLANNING AND DESIGN MANUAL,U.S.DEPT.OF AGRICULTURE,CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,AND THE : C ■ MAINTENANCE OF EROSION CONTROLS X X X X X X X X X X X X X X X X X X X X X X X X CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. GRAPHIC SCALE U IF THIS SHEET DOES NOT MEASURE 24"x36",IT HAS BEEN ENLARGED OR REDUCED.PLEASE ADJUST SCALE ACCORDINGLY.