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HomeMy WebLinkAboutNCC220245_MODIFICATION Supporting Documents_20220429CONC.DRIVECONC.DRIVEPROPOSED FUTURE R/W(35' FROM CENTERLINE)35'M.B. 63, PG. 23PROPOSED FUTURE R/W(35' FROM CENTERLINE)M.B. 63, PG. 23GRAVELGRAVELEOG EOG GRAVELGRAVELEOGEOGEOGEOGGRAVEL EOGEOG EOGEOG EOGEOGGRAVELGRAVEL EOGEOGGRAVELOHPOHPOHPOHPOHP10"GAS MAINUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFORIM:662.16SSMHRIM:663.45 SANSAN15"TERR.IN:654.05 IN:654.56OUT:654.30UGTUGTUGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOAKDALE ROAD - S.R. 204260' PUBLIC R/W AS PER GISINTERMITTENT STREAM "C"WETLAND "AA"INTERMITTENT STREAM "C"INTERMITTENT STREAM "A"INTERMITTENT STREAM "A"EOPEOPEOPEOPINV:673.68RCP15"INV:702.54'INV:701.90'24"CMPINV:736.68INV:736.81INV:727.25INV:668.81(TOP OF PIPE)5/8"E IR 1/2"EIR 5/8"EIR1/2"EIRNC GRID NAD 83(2011)COORDINATESN:579,508.82' E:1,431,090.35'N:580,270.69'E:1,430,195.38'ELEV:663.19'DI YI12"CMPRCP 18"12"RCP15"CMP18"RCP EUEUDITCH898 898TBM=708.74'(SPIKE IN POLE)TBM=709.26'(SPIKE IN POLE)TBM=709.26'(SPIKE IN POLE)INV: 729.35INV: 724.01GR: 720.22IN: 717.77OUT: 717.32TBM=729.39'(TOP OF HYDRANT)OHPUFOUFOUFOWWWUGPUGPUGPUGPWWWWWWWWWWWGGGGGGGGXXXGRAVELINV:72 1 . 8 1 INV:720.22INV:722.3415"RCPINV:717.0018"RCPINV:708.67INV:707.7715"RCPINV:689.49INV:691.99695700705710715720725730665670675680685690695 7007 0 5 7 1 0 715 715 7157 2 0 725730730735735690690730735680685685685685685685690670675680685690 670675680 685690695700705710715685690695700705710715 665670675680685690695700705710665670675680685690695695700700705705710710715715720720725 7 3 0 7 3 5695700705710715 720725730735670675680685690695700705710715720725730700705710715720725 7107157207 2 5 725730730730735725730720725730 675680685 69 0 6957357356806856906806856907407407457 1 0 7 1 5 7 2 0720 725730695695 700 705710680685690 715715715720720720720720720720 712712712 71271371371371471471471471471671771771771871871871972172 2 7257 3 0 7357 2 372 4 7 2 6 727 7 2 8 7 2 9 7 3 1 7 3 2 733734721722 723 724 740715720720720700700700705710705720711705701711706707708709711712713 72071 9 721722723 724715715716716717717717718 720720720 717718719725 7227237247 2 6 719 719717717 712713714700696697698699701702703731732733734674676678680685687689689690693693728725 734670675 667668669671672673674695700705710715715720720725720725710715700715720720680685690695700705710705675 675670670675715700705715715700 700705 7 1 0 7 1 5 72 0 72069069570070571070070571071572072573073573573072573073573573072573573 5 735725725725720710 700705710TPTPTPTP TP TPTP TPTP TP TPTP TPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP100'WATERSHEDBUFFER, TYP.387121612474777576891113141520171822333736353412512612710410328485861924252926273230283943424140442378119122121120123161696270637155647257655866596760684948475346524551505410315646217980811011028283100107111901289994116911181081128997989311710510911388969287110114106951153735BUILDING #1BUILDING #2BUILDING #3BUILDING #4BUILDING #5BUILDING #6BUILDING #7BUILDING #8BUILDING #9BUILDING #10BUILDING # 1 1 BUILDING # 1 2 BUILDING # 1 3 BUILDING #14 BUILDING #14 BUILDING #15BUILDING #16BUILDING #17BUILDING #18BUILDING #19BUILDING #20BUILDING #21BUILDING #22BUILDING #23BUILDING #24BUILDING #25 BUILDING #26 OAKDALE ROAD - S.R. 204260' PUBLIC R/W AS PER GISSTREAM CENTERLINESTREAM CENTERLINEPROPOSED 100+1 YEAR WSEL1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USINGFLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THEPUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINADEPARTMENT OF TRANSPORTATION AND CITY OF CHARLOTTESPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 610 E. Morehead Street, Suite 250 | Charlotte, NC 28202 TEL 704.602.8600 FAX 704.376.1076 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTE OFFICE S:\104\49264-Oakdale Road Residential DRG\DWG\Sheet\CD\46495-C301-EROS2.dwg | Plotted on 3/16/2022 3:39 PM | by Anthony Caruso NORTH CAROLINA LICENSE NO. C-1652 FIELDING HOMES LLC 227 WEST TRADE STREET, SUITE 1610 CHARLOTTE, NC 28202 REVISED PER NCDOT COMMENTS09/27/2021 REVISED PER CITY OF CHARLOTTE COMMENTS09/29/2021 REVISED PER CITY OF CHARLOTTE COMMENTS12/01/2021 REVISED PER CITY OF CHARLOTTE COMMENTS03/16/2022 NAD 830SCALE 1"=60'120'60'C-306EROSION CONTROL PHASE II PLAN OVERALL A. CARUSOA. ALLISONC. TODD12/23/2020OAKDALE ROAD TOWNHOMES CHARLOTTE, NORTH CAROLINA49264 1" = 60'SHEETC-308SHEETC-310SHEETC-307SHEETC-309TPLEGENDUNDISTURBED TREE SAVEDOUBLE ROW SILT FENCEDRAINAGE AREADIVERSION DITCH WITHCHECK DAMS WITH PAMENTRANCETEMPORARY CONSTRUCTIONTREE PROTECTIONFILTER BERMINLET PROTECTIONRRLIMITS OF DISTURBANCERIPRAPSILT FENCERE C Y C L I N G 16 C YC300 FOR SHEET INDEXINGONLY. SEE SHEETS C302THROUGH C305 FOR PLANDETAILS.SEE SHEET C301 FOREROSION CONTROL NOTES,CONSTRUCTION SEQUENCE,CRITICAL AREAREQUIREMENTS, ANDSEEDBED PREPARATIONNOTES.NO GRADING WITHIN SWELLINE BEYOND WHAT ISPORPOSED ON SHEET C-814.SEE SHEET C-814 FORADDITIONAL INFORMATION.EROSION CONTROLENGINEERINGCDOTURBAN FORESTRYNOTE: SCHEDULE PRE-CONSTRUCTION MEETINGAT LEAST 48 HRS. PRIOR TO ANY LAND DISTURBING ACTIVITY USING THE ONLINE FORM FOUND AT http://charlottenc.gov/ldPCSO / DETENTION / DRAINAGE PLANTREE ORDINANCEFINAL APPROVALPROJECT NUMBER:4/28/2022SDRMF-2020-00128Andrew PoindexterJeff BockVincent CondonKevin ParkerAPPROVED FORCONSTRUCTIONCHARLOTTE-MECKLENBURG PLANNING DEPARTMENTBrent Wilkinson04/07/2022 / (CIIX FINAL APPROVAL 4/28/2022 �;, �12 \ \ \� \ \ \ \ \ \ \ \ \ // \ \ APPROVF�\p► f�� SDRMF-2020-0 30'PCCO• ; \ \ \ \\ \ \ \ \ \ \ \ \ `,� PROJECT NUMBER: • ` BUFFER / \ \ \ \ 1 \ \ \ \\ \ \ \ \ \ \ 1 I \ \ CHARIATTE_ ♦ /, \\ \I I \ EITII�G 1p0+d\YEJ�R VU\(SEL \ \\ 1 \ \ \I \\\ ` CON ST ''�Ts� F �' ♦ ♦ ` \ { I I I \ 1 \ V 1 \ I I 1 \ 1 CHARLOTTE MECKLENU-' "LMENT 20 PROPOSED SANITARY _ \ /_ ENGINEERING SEWER EASEMENT •� /- INAG EN\SC10 \ 1 li \ 1 I I 1 I I I _ - = •.3 03 Andrew Poi _ _ ERQS� 1(jONT�20L l \ 1 I I I I I \ - Brent •/ 1'' PCSO DETENTION DRAINAGE PLAN MA TI G\ \ 1 rirfi ♦ ♦ / / I 1 y• \ \ 1 I 1 I I 1 •��1�� sa I` NE••.•` • I\ 1 1 I _ o �1IIII►111► 'i .� EROSION CONTROL Jeff B c I\ \ �- I I - _ •PI ►ER• �OT ♦ �� \ V 1 I 1 I I I I I I I \ ' ►r �11[' -- �_ I►ll �i "� 03 16 2022 'o.00' I 1 I I 1 I / r► / I bOUBFE RO`�1M' \ I I I '3.50' I aISEEFCOLLAR _\ \_ _ \, -41\ ILTNCETYPI I I \ I IIURBAN FORESTRYVincer - - - - ,TREE ORDINANCE • I- - \ _ - Y�}���, • ♦♦_ ♦♦i4 / /PROP,ERTY 1 I I I 1 / / / c��lS i±AC , - \ \ ao�a♦�� i♦i♦♦����� 1j�♦�� / X LINF� 1 I I I 6 • ,1• I LEGENDCDOT Kevin Aker _ Y ..: -. ,■ CF610C ' / / 1 / I / / Go c>5 I ✓ Iw• � � 6. �♦�♦40� . i• / / / I 1 I 1 1 / / / / \ - ''.i ' Ii♦.Vi♦1_• ��♦�6���1��h�c / / / I / I I I 2 50F I ' ' 1 , i i 1♦1�♦1♦♦♦.•�` :a \ \ ♦ l // / / / / // / / /1 , 1 I /l l / / // /' , ' ' i LU = NOTE: SCHEDULE PRE-CONSTRUCTION MEETING ' \ �� ♦ ' ` _ i♦��♦1�,�■• i %�.�♦ 1 \ / / / / TEMPORARY CONSTRUCTION 2.50" I 1 r \ \ \ \ s.i g� ,��;14 w / / / / I I / / / / / ' • ENTRANCE Q Wro AT LEAST 48 HRS. PRIOR TO ANY LAND I .�!1js��. •11 ���1��. \\ \ / / / / / DISTURBING ACTIVITY USING THE ONLINE r \ i♦�♦j/Al:!y�♦i�`' \ i!♦i�•1O♦� • 1, 1 �11� • \ \ \ / / / / / / 1 / / / / / p c� FORM FOUND AT htt //charlottenc. ov/Id V I �♦ v v i�♦ii♦i♦♦O�•.• v AP/• ♦%��P♦1_♦ ����. �''�1�1�1: I F- �� v ' , v , P 9 I\ �♦si,♦�A,�yfr♦� tlotoc;*:4,400:.' A !i;♦ ���1 ♦.A.♦ ♦.�♦ •. \ / 5Q CLAcSS C UFFER REDU 6D 2�r% TCL ' / / ''" o1v ♦-:�i •' Ci • 1♦I 1 ♦��1 1 V`1 `1 _ ♦�1.�♦II♦ . � 1���♦��1 4�.�j1 1 '� 1 A \ {FENCE,TYP. I \ 1 I \ ♦.�.♦ ♦. ®'' 1♦ 1� ♦`.�\� „ ' • \\ \ /37.5yW/ FENCE +20'ADDITIONAL T / / / / / p I/ / / / / LU 1 '1 ia ►Ifry ��. / :I::1V�. O♦���♦ v •v v / / X u+ i♦! v :♦ii j� o��.`!� \ • .\ \ 1 I AGICOUNT FOR SANIT�RYrS�W / / / / / '� / ' / / / / , SILT FENCE w I- N r O _ O'1� \���is1 �♦. 1�•��1� '�. O ♦ • I EP(S�MEI�lT (57.5 TOTAL / / / / / / DOUBLE ROW SILT FENCE ~ Lc) a 40, r \ \ �.• ♦!• �4♦iOq♦4.ptif,-10- i \ \ k \ • 1 / / / / °, x w w w11I2I _ 4' \ 1 i� �i, ,, 4 wt1•*- ` ' `♦ ♦1 A ' / I'` ��_ FILTER BERM o O O O I�II'�I 1 II \ \ \ \ \ / / / ro1 A1 : i i1!♦Ii♦I♦Ii�lr ♦ 4i \\ \ � `� • _k1,♦'I►��'♦i1 1�♦I♦1 ♦. / ♦ \�( 4a \ �� ♦ \I 1 I / / I �iD S,�♦' ♦i I�I�� _ � ♦ ���1� \ :4,4;444, � \ • \ I / 1/ / / / / / RR = p � � )zuz � � �fr 4 •I� �1 ♦ 1�I.,.. � _ '\ / / / RIPRAP a� � I-I ► . �A.d% i� �i<p 1%4i ,t \ I I 1 / / / / Lu, II ; ; r.♦ ; ♦fr-hit!♦IPiSKIMMN,TYP. ♦ .�i..1 • I \ UNDISTURBED TIREE SAVE ARA /PROPERTY j�11 I1 j�11♦iv♦!1♦1♦♦1� ♦ '1` \ 1 4 / / o eUUU LINE ►t I � V �411•1 'Ii`s1q- _ v '♦ ♦ Q \'�i►♦�1;��11 6�(0 • �1�1��\�1 \\ \ \ ♦o \ \\ \ \ \ \ 1 \ /' /' % INLET PROTECTION O O O / 1 1 1 1 " I • ♦,�♦111q I • ` v c 4`♦`•Ida C . A V I \ / �� > > > I I I II iF , 44.q♦I� I I I 1 v v • �V�14►���Ze1 �1 \ V•� ♦ V A \ \ \ \ \ \ l V ( / / U ti ti ti II � I / •�♦. 1 I I ♦ � \ \ • � \ • ��� 11 ♦v4 \ \ \ 1 / C� C� C� I / I/ I I I I // / I i / / I _ • _ • ' • ��►!4,1►♦�a \ .'\ ♦ \\` \ \� \ \ \ \ \\ TP TREE PROTECTION cC cc cc cC I I / ►�l I , I j / I I , B9cFFL TYiP. I ♦ •\ • \ • I�*?'�• ♦��41�j�ljPllr4 \ • ♦ a\ \ \ \ \ \ ' LIMITS OF DISTURBANCE \ / / I � I , / / / / i ■ \ \ • ♦�wt`I�K\ "♦�1/j►� 1�i _ _ \ _ \ ♦ \ \ \ \ 1 1 , / io / CD 1►l i r I I/' l / / 6% \ •'1:♦.�'441 1 eat/1♦0/ - ,c •::\ I \ \ \ \ \ \ \ \ \ I I 1 / / / w w w w \ / Ord 1 I I , I / \ \ ♦ - � �I��4-Vd 411 ►�/II♦•w*At " ��- ` ♦ � � \ \ \ \ \ \ \ I I / / / / � � � � � � ♦Im1 I I 1 / I , , / / / / _ \ !� I����{i��1. .♦j/11♦4r 40•l�/ ��1 - - ♦ a \ \ \ \ �EXISTI G\100+1 YEAR WISEL / / DRAINAGE AREA J ^' SILT FFCE /I4 !; r ( (. 1' I / _ \ co / / /\ \ / DERSIONDITCHTH / \ , I , am ♦ !/ l�. ,� � \ 1 \\ I i / / / /I • ♦ ♦ ♦ V ` \ \ /l / I / / - - _ v v v v ��tI'♦I �j i� •� �1 a _ � V �\V A \ / ui w o o O o 100'PCCO \ /( l f •I III / I I I I / / _ \ \ \ \ _ I�.�L�iv 1 1 ♦4e♦♦ \�� - \ X ILT FN�E I I /, / w N N N N I I / / - - 4*/, _ �, \ ♦ TCH /� \ \ y§ Z p Q I\ rn - �o BUFFER / ! ^►� / I / \ _ ♦.:. ♦���'♦\ \ ��\ \ 6 TLET�,T\1'P. I I I / / � 11 I/y / I ' ll I / \ \ - ♦�_ ♦,4'1<; _! �. _ l\\ \ 1 I I / / I p � � \ \ \ \ l I I / / \ \ \ 1��♦ ,♦ ` �/ \ \ \ \ / L UNDISTURBED TREE SAVE Q 1 I r.► / / I I I 685 \ \ \ �i1♦i1 '\ ' g5�' ,♦:�♦i;1 x t '\\ \ \ \ \ \ \ \ \ \ 1 1 I / / o o \ // I LIMITS OF V I i ! I / / / v �' ♦ �1�a♦� \ ♦` .♦ \ `:� • \y \` \ \ \ , 1 / / / PROPOSED 100+1 YEAR W EL `L `n �► / I I 1 / , \ \ �- .�c� `�` _ \ ` ` ` \ 1 I s C300 FOR SHEET INDEXING w DATE / DISTUR NCE ♦ I n 11 / / / I I I I I i� 1♦64 ♦• �� �l \ \ \ I I I I l v / ,♦♦i♦ter• ♦ A ♦♦ �' d / 119.00±Av 11 I 1. / I I / / j ♦��� ♦`��♦ �� r�1 � �� \ / / I I I / � / , ;: i►;.�:!♦ :�t`'♦ ♦. �..♦♦ \\ \ \ � \ \ cat �K \ \ \ \ I I I I / , 1 / •_.., • ♦•!v`1!1 \ \ ONLY. SEE SHEETS C302 / \ / / I 1 Co l l I i i i i 1��1♦♦�� ���1� \ .\ \ \ \ l 1 1 I\ \DOUBLEIROW I ' I I / / I I I I I , / / / / i 7 1♦�1��\��, \ \ L./Kt • \ \ \ \ \ \ \ \ \ \ \ I I • l I l ,�i/i/ij�i _II_a1♦♦ � � v ; _ v� v v A� VA \ Y YZ 23 2�2� , 1 1 , • / / �_���•�• \ . ,1,.� \;�� \ \ I I THROUGH C305 FOR PLAN / \ SILT FENCE TYP / I I / DROP Ep EdMENTALI / / / ►1��1i♦•�- \\ ` \� �1�1�` � \ i♦ram \ DRAWN BY 1 I I I / •,i i i i •/ ♦1_1►.1'♦1 \ � 1`,` �\ • 6 a ♦ \\\� \\ - �` o \ \ \ \ \ 1 I I BLO K RETAIIyIN AIIL, Y / / • / ! ����q• $ ' \ \ 4 , \ ►���_� �� \ \\ / DETAILS. A. CARUSO \ I,:: i I �/ / / / / ,OlIH •SI 1 / / l / / - /"i///� '/: ♦1♦■ v � i - vv v'v� _ v �1 �vv \ \\ \ i A\ \ V AV A I V A / / / i i A V \� y _vim v� v,� �\ V I \ cri t I e• v V DESIGNED BY 11; li II• / / / I 1 I 1 I l / O / ,.. • A �. , v v \ / ► I , i ; / I 1 1 I / O /,♦ is v ♦ �� A A v v ��- ��i11 ���i - v \\v�A A\ \ \ V II, I NB�REENSC/150 I / 1?- / i1,>.♦. , ia♦ \� V v N. ♦ ♦v - �i\\ V �� '�, A \ \ \ SEE SHEET C301 FOR • o �� 1• • ` \` `\ EROSION CONTROL NOTES,fff A. ALLISON \ / ' / 4, II ' ' I • / ,EROSION/cONTROL/ 1 l'' / ;/fV, ! ♦(1. \ \ �♦ \ • \\```\ , \ \ \ \ / MATTING / I i.;1i ♦ ' i . ♦♦♦i 1 a1 ♦��� \ \\�' \j\\` \ ` (7 \ / ' ! III ' • / 6� I , I >-�!� U♦,♦i.♦ice♦i�!'a��,, \ \ \ .♦r1 ♦.��� e \♦ �,• .Q \\ \\\\ :\\ / ',\� \ \ ` \ \ \ \ \ \ \ o I I I �♦♦♦�♦ I1 a♦i♦�♦�♦..♦, v v / '\ y v:v `� ` 1 \ v��� .-- \'\l \� v v v v \ . v I , 1 ,•.,, o'..', , �'♦i1� v . , �. v\, ,.v,'v vv A � vvv v V\ v v v v v CONSTRUCTION SEQUENCE, CHECKED BY / 111 I I I ' / I ,/* �W4P*, �II♦! ♦4 1,t. �J A V A ✓ A \ \ `V A\ • A A A\ VA \ \\ ""' s\ \ CRITICAL AREA // i / *i A f .i i• \ v ` • �. v- vv v \ ` v v v v o C. TODD // � � V f ♦ i i � ..-- I � j'j ♦II�♦I�/I♦�I♦�% A ♦ VA �� ♦A�� •V\\�AV ` \V�� \ • A \�� AVA �VAV V A \ V A � w , ,, • , . ; 5'11,.,.., v v �i vv y�v -- ,� v\. ���vy `:� '� v` vvv v v REQUIREMENTS, AND 41 , / N '� ♦♦ IVI / A \ v s �� �� Av \ SCALE i % /, ,/ 0- i dui' i f V A A V '� a ♦ �- Agip A V` v� \ w j, $ i •, ' ♦ •j I i ♦qv _ �1 Pljr� E-� , o , \��A ����'11 \_ � � � � ♦ s♦ems. / � \ \ � --,, • �• FER,T .\\\\ . . 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ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE rn• ° O) 1 - / / / i / / �� . . / 7 - i T �- $ I, / REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA c O \ \ I r -j / / / / / / / 1 / 5 / / / / / /j / I / \ _ \ wt . . '.' 1, 1, - ^� �:' DEPARTMENT OF TRANSPORTATION AND CITY OF CHARLOTTE SHEET NO. n oo \ 1 1 / / / / / / / / / / 0 / / / f I j ,I 1 �� , • ��. \ SPECIFICATIONSffili . Iv -° �o \\ 1 I I I 1 1 1 1 1 / i / // ' // // / / / /r9_, � / /j/ / / '�' \/ // / /\0 / `//// I 1 ! 1 1 _�� I ���a ► licit C - _ _ - _ - \\ /\\, ` , \1 1 I / / / , // // / /// // / //V/ / L / // / / / / / / 1/ // / I �� I I I + _ .� ���� , '�,�� '� Z • \ Ma 11�,`,`` \ 1'',1,'T_I '1 �� 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-,308 .�` / / PART 1926 SUBPART P,OR AS AMENDED. E - - '1.. ----..-- -- -.- --- --011r. \....:A. - \ .4,7" ,\ \ �� ♦ \ + \ / ma's --NV CM. 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CARUSO \ \ \ \\ \ \ \ \ \ 1. ► 0 / ♦ ♦ �♦.♦ 1♦�♦1� ♦ I $1w11�♦i�1.11�1♦♦�Iv / / y' q / / \ y \ > �]' cvcri \ 1 \\ \\\ \ \ . I / �7♦♦� N 1 ♦♦�1��♦♦CI ♦C 4 Z*10♦♦♦♦i b1►♦�� ♦ \ \ , 1 �� / �Z / / / / .j ►/` � \ \\ \ \ \ \ \ \ \ � .v�� � / ♦C1 ♦♦`:Q.11► 1♦�.1 ♦1��.♦ ♦ ♦��l�Iw♦♦i♦, 59 / / I� 1 I I �' � / �1 �� � ` _ ;, � ��/ D DESIGNED BY \\ 1\ 1 \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ -_ \� • .Ii��♦ .��:1i�:♦i♦1 ��::♦i1♦�'s�.♦! ! 1i1j \ i �- ' / o, ' q ` ' # ` _ ` \ \l � _" SEE SHEET C301 FORO r\\� \ - / \ \ \ \ \ \ \ \ \ - �111♦���+♦A�Q��1♦♦♦0�11111��♦q►�!= ,,1 1 / ' / / / / _ � _ / , 57 N , \ G1 \ \ \\\ \ \ \ \ \ \ \ \ \ \ -' \,■ ♦vw1�1♦21♦1♦i1♦ ♦1�.♦ 11��t�i1♦! 1 / / \ I / \ 1 /! �a = A. ALLISON / \ \ \ \ \ \ \ \ \ + ♦•.•� •.•;�•1•.-..�..1•, `'. 1!� EROSION CONTROL NOTES\ \\ \ \ \ \ \ \ \ \\ \ <J NA6REEN SC50 _ - - - ♦•C ♦ ♦ 1.1, 11 , \ \I / _ _ \r �1�♦ . \ 1\ \ \ \ \ \ \ \ \ \ \ \ \ € OSIONCONTROL \ - _ _ _ \ �� ♦ ♦ ♦ \ 1 I 1 / / / �J1 / , , l/A s = _ ♦ 1•. 1 v A ,,+`� ` t �� ,�!''1� CONSTRUCTION SEQUENCE f CHECKED BY GRAVEL / \ \ \ - _ - r ��• i \ \ '1 1 ► / / <l / \ .5, /.I , ,,� ♦ r V V` \ V A V A \ VAA 6` V 'Yv O V ' \ I 1 I, / 6Y / ' / Q-\ / / ' .- , - o ' �V IIII' I\ / \` \ \ \ \ \ \ \ \\\ \ \ \ ` \cc.o., ` \ , \ \ \ \ \ \ _ - - _ _ _ - �� \ ���� \ \ \ ; \ ; II / '*� ' � ;� / 6 _�� / \ %u��y,�♦, CRITICAL AREA C. TODD 1 1\ \, \\ \ \ \ \ . \ ` �\ \ ` \\ \ - _ _- - _ _,_=_-i`\ �' _. • \ \ +1c: �; \ I �,i \,\ / , , �Z, j� ���II�.n / / / r� r f /� \N y��,`� REQUIREMENTS ANDII�\ l� A\��� V AAA V ` A ` \08�\ L ivy Avi - - - A V� ♦��� ��0. v l �V AI I / - p/ , I , , v' / I 77r SCALE• vv v A v v \ v v s - , v v v v - - - - _ _ - vv .A 1�� a�� / I '1 ' / 52 I mo' I►�-�:► = - ill -141161111 ) +'ilf11 11 SEEDBED PREPARATION z --s \\\ '\ ''''' \ S. O‘b, 01 \ \ �� \ . _ \ _ _ _ _ - -;; 1 ,\ 1 !� 1 I I \ , - r ,� �t ► 1� ' NOTES. Q Ifil -- 111/\ \ \ \ \�\ \ \ \-, \ __ \ ' / �� i/i/��,;\`\ DO BLEROW / ////,/,/ / ►fir I 5 \ ` I� <yr►► �.tiPO4 ogir _) �/11%.� NO GRADING WITHIN SW - _ _ - _J �\ \ \ \ r -� �� // /, i'� v'- 'SILT FENCE,TYP/ / / , / �, .,, ili 1 \ _ _ 1� \ ` ` r LINE BEYOND WHAT IS o_ _ _ A\ \ V 1 �� V -\ -A• / i� / / ,, , , / i, .,/, / / / ' / ' i ( ' I �l‘libi A I \+4\ \ N 11111- - -All I - / v v v v 1 1 �� v v v -r >�%� / �, / / / ) " / / , ', 1 ti, i- _ - - _ I. ' v ` �� II '� --, PORPOSED ON SHEET C-814. / \) \ 1\ \ I 1 �� \ \ ;-- //, / , / 1 ( / / //// / / - - _ I��'- ,o _ :t►�: r�111 T /II/�_/ \ \ V I 1 1 , / /, / // / r y 1 1 ,� - - -54 _ �' _ _ �� _ _ v II I I ` 101 /_ �Av I 1 �� ►T �� � - / / I r / / ;. 'v�I �� - - ���1�� 10 �,!.f�� ''1►11� 1 SEE SHEET C-814 FOR - _ _ v / v 1� 1 ___ , / / /� / , '/ /// / I Mill_y I.1 r,qitA � ���� : �i o � ; ; / ADDITIONAL INFORMATION. _ _ 0 \\ 1 I 1 1 I / / / ' ' / / , 69 / / / / / / / / NN i 1,� e 1�_ i• i , , , Tilll ��k '1.1,'T 1 / 1._11���,� r - S. _ _ _ I I \ I / / / / / / / / / / / / ' / / / / �r / � '/ / \ � i I 1 //� ' ; \ \ Z 11�� 1'�'TI �1rI1 1 , i \ _ - - - _ _ % I 1 \ I I I / / / / ' // // ' / � / ' / 7, / / ' / '/ / / '/ / ' /' / / I I I I' 1 ? 1ll'/ � � � -�, •'. 1 11, ►.'i1 � - _ _ _ _ v 1 \I\ANTET1TEN 6T�E9M/ // / 0. / / / /�/ / ' / / / '/ / l I ��i II. 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CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING U �♦•♦► C"' / / FLAG MEN,ETC.AS NECESSARY TO INSURE SAFETY TO THE U PUBLIC. 494 N �P/ /UF�I call gr♦ -1/ J-♦♦•I / y \ / \ -/ / 1 I _\) 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE v� p REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA/��' `_�- ♦.- 0�I�,+♦��•� / / \ \ / - i,�- �/ „C./co \ \ _\- _ _ / DEPARTMENT OF TRANSPORTATION AND CITY OF CHARLOTTE SHEET NO. Q o - ���- .1 I► / 6r� \cP) / �_ - _ __ - -/ _ _ \ / SPECIFICATIONS. fl CONC.DRIVEGRAVELGRAVELEOG EOG GRAVELGRAVELEOGEOGGRAVELOHPOHPOHPOHPOHPOHPOHPOHPOHPUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTINTERMITTENT STREAM "C"RCP15"INV:702.54'INV:701.90'INV:736.81INV:727.255/8"EIRYI 12"CMPRCP 18"12"RCP15"CMP18"RCP EUTBM=709.26'(SPIKE IN POLE)TBM=709.26'(SPIKE IN POLE)INV: 729.35INV: 724.01GR: 720.22IN: 717.77OUT: 717.32TBM=729.39'(TOP OF HYDRANT)WWWWWWWWWWWWGGGGGGGGGGGGGGGGGGXXXXXXGRAVELINV:72 1 . 8 1 INV:720.22INV:722.3415"RCPINV:717.007057107157157157 2 0 725730730735735730735720725730735710715720725725730730 730735735735740740745720720725 730725730 735723724726727728729731732 733734722723724 740720720724725723724726 731732733734728725 73470571071572072573073573573072573073573573072573573 5 735725725725DDDDDTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP747775761041037879808110110282831001071119099941169111810811289979893117105109113889692871101141069511573BUILDING #1BUILDING #2BUILDING #3BUILDING #4BUILDING #5BUILDING #6BUILDING #7BUILDING #8BUILDING #9BUILDING #10OAKDALE ROAD - S.R. 204260' PUBLIC R/W AS PER GIS50' CLASS C BUFFER (+20'ADDITIONAL TO ACCOUNT FORSEWER EASEMENT) (70' TOTAL)50' CLASS C BUFFERINLET PROTECTION,TYP.PROPERTYLINELIMITS OFDISTURBANCE19.00± ACNAGREEN SC150EROSION CONTROLMATTINGNAGREEN SC150EROSION CONTROLMATTINGDOUBLE ROWSILT FENCE, TYPDOUBLE ROWSILT FENCE, TYPSILT FENCEOUTLET, TYP.TREE PROTECTIONFENCE, TYP.TREE PROTECTIONFENCE, TYP.STREAM CENTERLINEEXIST. NCDOTMAINTENANCERIGHT-OF-WAYTOP OFCREEKBANK1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USINGFLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THEPUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINADEPARTMENT OF TRANSPORTATION AND CITY OF CHARLOTTESPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 610 E. Morehead Street, Suite 250 | Charlotte, NC 28202 TEL 704.602.8600 FAX 704.376.1076 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTE OFFICE S:\104\49264-Oakdale Road Residential DRG\DWG\Sheet\CD\46495-C301-EROS2.dwg | Plotted on 3/16/2022 3:40 PM | by Anthony Caruso NORTH CAROLINA LICENSE NO. C-1652 FIELDING HOMES LLC 227 WEST TRADE STREET, SUITE 1610 CHARLOTTE, NC 28202 REVISED PER NCDOT COMMENTS09/27/2021 REVISED PER CITY OF CHARLOTTE COMMENTS09/29/2021 REVISED PER CITY OF CHARLOTTE COMMENTS12/01/2021 REVISED PER CITY OF CHARLOTTE COMMENTS03/16/2022 NAD 830SCALE 1"=30'60'30'C-310EROSION CONTROL PHASE II PLAN A. CARUSOA. ALLISONC. TODD12/23/2020OAKDALE ROAD TOWNHOMES CHARLOTTE, NORTH CAROLINA49264 1" = 30'MATCHLINE-SHEET C-309 TPLEGENDUNDISTURBED TREE SAVEDOUBLE ROW SILT FENCEDRAINAGE AREADIVERSION DITCH WITHCHECK DAMS WITH PAMENTRANCETEMPORARY CONSTRUCTIONTREE PROTECTIONFILTER BERMINLET PROTECTIONRRLIMITS OF DISTURBANCERIPRAPSILT FENCERE C Y C L I N G 16 C Y RE C Y C L I N G 16 C Y RE C Y C L I N G 16 C Y RE C Y C L I N G 16 C Y RE C Y C L I N G 16 C YPROPOSED 100+1 YEAR WSELC300 FOR SHEET INDEXINGONLY. SEE SHEETS C302THROUGH C305 FOR PLANDETAILS.SEE SHEET C301 FOREROSION CONTROL NOTES,CONSTRUCTION SEQUENCE,CRITICAL AREAREQUIREMENTS, ANDSEEDBED PREPARATIONNOTES.NO GRADING WITHIN SWELLINE BEYOND WHAT ISPORPOSED ON SHEET C-814.SEE SHEET C-814 FORADDITIONAL INFORMATION.EROSION CONTROLENGINEERINGCDOTURBAN FORESTRYNOTE: SCHEDULE PRE-CONSTRUCTION MEETINGAT LEAST 48 HRS. PRIOR TO ANY LAND DISTURBING ACTIVITY USING THE ONLINE FORM FOUND AT http://charlottenc.gov/ldPCSO / DETENTION / DRAINAGE PLANTREE ORDINANCEFINAL APPROVALPROJECT NUMBER:4/28/2022SDRMF-2020-00128Andrew PoindexterJeff BockVincent CondonKevin ParkerAPPROVED FORCONSTRUCTIONCHARLOTTE-MECKLENBURG PLANNING DEPARTMENTBrent Wilkinson04/07/2022 PROPOSED FUTURE R/W(35' FROM CENTERLINE) 35'M.B. 63, PG. 23 EOGEOGGRAVEL EOG EOGOHP OHPOHPOHPOHPOHPOHPLAND USE:SINGLE FAMILY RESIDENTIALEOPEOPD I WOOD FENCEEOGEOGGRAVELGATEEDGE OF WOODSWOOD FENCEGATEGRAVEL INV. 672.1718"RCP GR: 685.03(NO ACCESS)OHP15"RCPINV :689 .49 INV :691 .996957007056 9 0 695700670 675680685690670675680685690695 6 9 5 7 0 0680685690 7057006966976986997017027036706726746766786 8 0 6 8 5 6 8 7 6896 8 9 690693693700TREE PROTECTIONFENCE, TYP.SILT FENCE,TYPSILT FENCEOUTLET, TYP.TP TPTPTPTPINLETPROTECTIONNAGREEN SC150 EROSIONCONTROL MATTINGDDPROPOSED FUTURE R/W(35' FROM CENTERLINE) 35'M.B. 63, PG. 23 EOGEOGGRAVEL EOG EOGOHP OHPOHPOHPOHPOHPOHPLAND USE:SINGLE FAMILY RESIDENTIALEOPEOPD I WOOD FENCEEOGEOGGRAVELGATEEDGE OF WOODSWOOD FENCEGATEGRAVEL INV. 672.1718"RCP GR: 685.03(NO ACCESS)OHP15"RCPINV :689 .49 INV :691 .996957007056 9 0 695700670 675680685690670675680685690695 6 9 5 7 0 0680685690 TP TPTPTPTPINLETPROTECTIONTREE PROTECTIONFENCE, TYP.SILT FENCE,TYPSILT FENCEOUTLET, TYP.NAD 830SCALE 1"=30'60'30'C-311EROSION CONTROL PLAN OAKDALE ROAD STAGE I & II A. CARUSOA. ALLISONC. TODD12/23/2020OAKDALE ROAD TOWNHOMES CHARLOTTE, NORTH CAROLINA49264 1" = 30'TPLEGENDUNDISTURBED TREE SAVEDOUBLE ROW SILT FENCEDRAINAGE AREADIVERSION DITCH WITHCHECK DAMS WITH PAMENTRANCETEMPORARY CONSTRUCTIONTREE PROTECTIONFILTER BERMINLET PROTECTIONRRLIMITS OF DISTURBANCERIPRAPSILT FENCESEE SHEET C301 FOR EROSIONCONTROL NOTES,CONSTRUCTION SEQUENCE,CRITICAL AREA REQUIREMENTS,AND SEEDBED PREPARATIONNOTES.STAGE ISTAGE II1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIESARE LOCATED PRIOR TO CONSTRUCTION.2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USINGFLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THEPUBLIC.3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BEREPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINADEPARTMENT OF TRANSPORTATION AND CITY OF CHARLOTTESPECIFICATIONS.4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDSPART 1926 SUBPART P, OR AS AMENDED.JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 610 E. Morehead Street, Suite 250 | Charlotte, NC 28202 TEL 704.602.8600 FAX 704.376.1076 www.timmons.com THIS DRAWING PREPARED AT THE CHARLOTTE OFFICE S:\104\49264-Oakdale Road Residential DRG\DWG\Sheet\CD\46495-C302-EROS-Oak.dwg | Plotted on 3/16/2022 3:41 PM | by Anthony Caruso NORTH CAROLINA LICENSE NO. C-1652 FIELDING HOMES LLC 227 WEST TRADE STREET, SUITE 1610 CHARLOTTE, NC 28202 REVISED PER NCDOT COMMENTS09/27/2021 REVISED PER CITY OF CHARLOTTE COMMENTS09/29/2021 REVISED PER CITY OF CHARLOTTE COMMENTS12/01/2021 REVISED PER CITY OF CHARLOTTE COMMENTS03/16/2022 EROSION CONTROLENGINEERINGCDOTURBAN FORESTRYNOTE: SCHEDULE PRE-CONSTRUCTION MEETINGAT LEAST 48 HRS. PRIOR TO ANY LAND DISTURBING ACTIVITY USING THE ONLINE FORM FOUND AT http://charlottenc.gov/ldPCSO / DETENTION / DRAINAGE PLANTREE ORDINANCEFINAL APPROVALPROJECT NUMBER:4/28/2022SDRMF-2020-00128Andrew PoindexterJeff BockVincent CondonKevin ParkerAPPROVED FORCONSTRUCTIONCHARLOTTE-MECKLENBURG PLANNING DEPARTMENTBrent Wilkinson04/07/2022