Loading...
HomeMy WebLinkAbout20141294 Ver 2_Orr Road Extension Final Plans_20180822INDEX OF SHEETS CoverSheet ......................................................................................... 1 General Notes & Details ................................................................2-2F Storm Drainage Summary & Pond Plan ..................................... 3-3D Plan& Profile .................................................................................. 4-5 Traffic Control Plans .................................................................. TCP1 Pavement Marking & Signing Plan ............................................ PM1 ErosionControl ....................................................................EC1-EC2 Utility Relocation .........................................................................UBO1 CrossSections ...........................................................................X1-X13 TOTAL SHEETS 33 VICINITY MAP Be in Pro' ect NTS g J Sta. 0+00 -L- Begin Construction Sta. 0+51.81 -L- SURVEY PREPARED BY: CITY OF CHARLOTTE SURVEY-MAPPING-GIS FROM THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON STATE PLANE COORDINATES ESTABLISHED BY: NCGS MONUMENT OR CONTROL POINT WITH VRS NAD 83/2001 STATE PLANE COORDINATES OF NORTHING:557055.734 EASTING: 1471831.246 ELEV. NAVD: 783.80 THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999839919 VERTICAL DATUM: NAVD 88 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL )ISTANCES. DATE RANGE OF SURVEY:4/3/2008 DATE OF ORIGIr � FROM HIDDEN VALLEY PH6 PROJECT � : PLANS PREPARED BY: : 600 East Fourth Street Charlotte, North Carolina 28202 Phone: (704) 336-2291 Fax: (704) 336-6586 CITY OF CHARLOTTE ENGINEERING & PROPERTY MANAGEMENT PLANNING & DESIGN GROUP . . .� . .� � L TTEgM ENGINEERING & PROPERTY MANAGEMENT Construction Plans of Proposed Orr Road Extension (Elgywood Lane) Proj ect Proj ect No. 512-14-016 Proi ect Features: Asphalt Paving Concrete Curb and Gutter Concrete Sidewalk Storm Drainage Detention Pond Pavement Markings Grading End Proj ect Sta. 2+00 -Y- LOCATION MAP NTS PROJE C T LENGTH = 0.17 MILE S 2018 STANDARD SPECIFICATIONS � Proi ect GRAPHIC SCALES 20 40 60 Plan View ................. 20 40 60 Horz. Profile ............ Vert. Profile ............. Cross Section ........... 10 PE SEAL FINAL DRAWING For Review Purposes Only Record Drawings RECOMMENDED FOR CONSTRUCTION Contract Administration Construction Administration Landscape Management Engineering Services Utility Coordinator CDOT - Design CDOT - Implementation CMU Planning Storm Water Services CONVENTIONAL SIGNS ProposedProperty Line .................................. — — Existing Property Line ................................... Maintained as R/W Line ................................ � — — - — — Existing Structures ......................................... RailroadTracks ............................................. Proposed Edge of Pavement .......................... Fence................................................................ Slope Stake Line ............................................. Temporary Construction Easement ............. Sidewalk/Utility Easement ............................ x - C F - e e SUE SUE Storm Drainage Easement ............................ s�E soE ExistingGas Line ........................................... � ; �- Existing Water Line ....................................... w vv ExistingSanitary Sewer ................................ == s� Existing Underground Telecommunications �-� r �� � Existing Underground Electric ..................... ,�, E ,� E Existing Storm Drainage ............................... Proposed Storm Drainage ............................. _, . , � - � Existing Tree � ° ' .......................................................................................... � _ _ WM ExistingWater Meter ............................................................................. ❑ wv ExistingWater Valve ............................................................................. �a ��v ExistingGas Valve ................................................................................. i>a Existing Sanitary Sewer Manhole ........................................................ �� Proposed Sanitary Sewer Manhole S .� Existing Storm Drain Manhole � -' � Proposed Storm Drain Manhole ...........................................................� Existing Telephone Manhole � T � ................................................................. : Proposed Telephone Manhole T ............................................................... Existing Electric Maohole E ..................................................................... � � � Proposed Electric Manhole E ................................................................... ExistingCatch Basin .............................................................................. � ProposedCatch Basin ............................................................................� � Existing Light Pole - r ................................................................................. . ProposedLight Pole ................................................................................� ExistingUtility Pole ................................................................................ 'o GuyWire ............................................................................................ ProposedUtility Pole .............................................................................. '��: IronPin .................................................................................................... «,� Existing Fire Hydrant � ............................................................................ � -� ProposedFire Hydrant .......................................................................... � ExistingDrop Inlet .................................................................................. � ProposedDrop Inlet ................................................................................ � AccessibleRamp ................................................................................... wcR TreeProtection ............................................................................. �� ProposedGuardrail ................................................................... . � SiltFence ..................................................................................... Proposed Curb & Gutter, Conc. Drive, Sidewalk ................... � ProposedAsphalt Pavement ........................................................ �� - o� Proposed Rip Rap Ditch .............................................................. .'-��, _` ProposedGravel ........................................................................... � , o� o ProposedPavement Removal ...................................................... Proposed Sidewalk Bridging Tree Roots .................................. � �rrrr. Sidewalk Cross Slope Transition "r��'�. ................................................ �rrr�. AsphaltMilling ............................................................................ � CHARLOTTE,� ENGINEERING & PROPERTY MANAGEMENT Bid Set No. APPROVED CITY ENGINEER DATE Wednesday, August 22, 2018 9:36:52 AM N O1 E5: \ �� � � % � i� 1. N!'�i ip SCAI C 3 GENERAL NOTES GENERAL NOTES ABBREVIATIONS \��_ �� % ��� �. APPLICATION lit_I.:NEG FOP, TREE'> NO LESS THAN 12" IN DiAM� f=R. � I� � ` ' � �� .�. FILL - SEE CLDSM - PLANTIPJ6 MIX. APRLv ro A �E�TH nF FOUR (a) irl�-H�s A�r BASE OF iREE, TAPER TO ,P.ArE. `�rIJ ACIC� TREES, SHRUBS, AND HEDGES: ,�QA������ Q�aN�����,,�� ���T� _ _ ������T �o ����A�E ,i M�����, A�����o�N� ��, ���;M PROPOSED CURB ELEVATIONS: A�c�BR�ic oi���RENCE o H.. ... ovEK HE��_� 4�T���E #s WA��E� ��A�NTA���� � ,�. �� .. .. . ..... ... ...... ..... ... . / ExPasE� six re} iracH wiorH ar TRur,it. oF ASPH ..............................A�PHALT OC............................ON CENTEF; �r�EE. � �acF To MiNiMUM otPrH oF rwE�v� - --- - - - - THE C;OI�1 I f�'A�_ TC)I�' I'S R�� �I_IIF'ED I i_� I�I_MiJ�/E I I?EES `,I il-;:l_l�'� AI'JI � I IEDi��'=� VVITI-IIN I I-IE �� i (��� ir�cr,Es ai�o A MaxiM�iM oF THE (_:ONTRA�:TC��' =,HA�� '��E I AhJD ADJI_l'�, I P�;OF'0`=�[� C:UI�E'� ��EVATIC?PJ`� A'=� P�E( �='=�AF'1' Ti-� - - -- - - -'- '_. AFFROX ..........................APPROXIfVIATELY PAVT........................PA�EMENT rwEr�rr-rnuk �-a� iN�H�s ar r�i� ea;� � i ;_ - -.- . = EA'�,EMEI'�1T LII'�lE'j UN�E'�� �HUWN Uf'�J THE F'�AN� TU BE P�UTECTED. WHEN �OUT PPI�IfJII`J�: � n � PC :. ..........................POINT OF c,I.11;VA II_I,L'[ oF rHE r�EE aNb rA�ER oi�rwAR�� rc, rr� Cf'J°-URE Pl�c�iPLR LON_IT�DI��AL (�I�ADE F(�P. DBAINA(,I�. THE CONT�A(_.TOB SHALL PI_TAI�J � „ _ �, _�, _ �_,_ ___� B�C .................................BA�I� _F CJRB �Es� r�nN rEN �ic� FEEi C4:I'�, IIPJ�:; F'AVEMEI�.I I i_!f�I�E ' - � - r I� I�IECE��,qRY, Cl_IT �OOTS C�EAI�J�Y l_l'`IPJ� A DISC TFENc�I ICR IN A�.,Q�UAN _,� WITI I��C I I�,f`J - PERM........._ .............PEPMANEN I J , _� � I H�RWI`��E ���)Tr L� � � BIT..._.........._........_..........L'ITUMINI�US , a. FAeRic - r�oN-wovEni cEa7ExTi� � - C�IOC�U C)� THE CITY 0� �:HAI��OTTE �Af�JD�CAPE CGN�,T�UCTIUN STAI�,IDARD�_ PRUNING �HA�L gM ...................................-��'Ef�1CH MARK PG........_...........__.....PAC�E Fae�ic, sucH ns MiR�Fi oR t�uiv�LE���, DRIVEWAYS AND SIDEWALKS: �� PER ���� ��,���T ;TA����A��, o� THE ��r����;��A�� �o���T�����T��_�N �T�N��,R�, MA���_�A�_ - P�A�_E�� eETWEE�� �T�NE AN� F��� �, ��� I�RG .......................... CEARII`,I�; PL POII�I I L�F IN I .. _ � ivnr rn �_;��,�r �;i-,r.ir r_xr ��-�_r_� �r r��n�,ir� (T'�'P. ) I_ISE P���i WOOD FC)RM�� WHEN TREE RO�i I S ARE ADJACENT TO F'ROPOSED (�l_1RB �� PK. PI� NAIL �ET '=� "�'� °F T��F � � C� .. ................... ... i�AT�;H BA`;If�! F��� �� �.-- � � ,_, , ,- -. - �,� �, , _. - -. -: �,UTTER C)R '�IDEWALK. l_l�E C�D STD 40.'11 �OR BRIDGING TREE FOOTS T�EES SPECI�I�D �"�i� r�:F (; �II ' � �:�I PP ............................POWER PO�E �oMPncrioN oN� ��e�" o �F�_�F�_�_�ED Ci��,I��EWA.'i� EfJT���,AfJCE C�IMEr�,l��l�_�f�l� A���,� F�UM ExF'AI�J�I�_�I'��l J�_�IfJT T�_� EXPAN���I�_�i�l �_ ��.._ ..........................___�L AI`JD ��TTER �� ,- .� , �. � _ _ , _. , __ _ _ _. THE P�ANS TU HA�JE A'�,PHA�T C;URBING MIJST USE C�D `;TD. 40.13. TREE PROTECTION `��HALL r. -� _ -� �; PROP ........................PROPOSED ��,� - �' ���—���?E�i�����s �oi� ��v��_ .. � � J�_?II�,IT MAT�:H F�EP�A�_�EM�NT MAIERIA�S TO THE EXI�TIIJ�, ����URFP,CE A�_��_�.��_?��L��f'J�:��! ���: �_� . .... .. ..... .................. �_CAI�A�J_E iii ,-: �.--� � �� BE II`J AC:��ORDANCE WITH C�D �;TD 40.0�. WHEI�I IHE TREE I� �L��SE T�? THE W��RK AREA _, - -- �� -� P';E.._............_ PF�M SW �'�M-I ������� - n i._,� :.:�''ii�=- _ �' ��� o i_;�_�DICBETE ��,i��: IP��1CH F'�RT�AND CE ENT CON�'RETE '��F-,00 F''�,i� -� �� ,-�- �_ , �. - � � _ �" _ � ���L �EI�I��� ........... ��HAiIJ LINI� F�N�E - - _ _� - ,_�;��: - -- - _ ���,�,;_ __ � .o � � ,.-� � M _ l _ ) T�F� I F�_��E�_:TI�_�f�J (_'I C� �TC�. 40 1? �,HA�� �E IJ��EC� -� - -- - �-� PT ............................P�_�II�1T UF TAN(,�f�r� � . �.-, � - _ �,�,�a� _ - _ - FAe��i�_ r � � ° � i�MP ... ........................... ��������_1�P, I�D M I� ��II-E � � �_. . � � � o A'�,1='HAi_T - (��OMMEPCIA�) T1N0 I�!CH ���`�.SB COUR���E AI�D �Ol_1R I�:I��H I����.��r= . i�i �; P�I ...........................FOII�IT �"�F VEPT INT _ �-_-�rrTi-i�:,���iii=��i��"��iii����li����� '�-��� � _ " � `� w II�JTERMEDIAT� ��:�.�UF�'�;E. SIDE SLOPES. r�N�... .......... �ONCRETE � PUE...._ ....................PERM !! III 11-Y F_,Iv11� i ui ��iii=iii_iii����in 'iil-iii i� � iii� ��.. � � .. � o � � � � -� - RESICiENTA� TWC! INCH ���" � �,, iii i�i-in ni__ii iii iii-� L in-ii�_ ��. � ) _._� -�R ����I_IB��,E Ai�ID �01_!�' If��:iCH ,���;��E����,TE _ _N�T. .................. �_N_ IRJ�TI�I�I -- -,, _ _-, ___ _ _ , _ � , ,� . , - �� . � - , �, . _ DB ...... ................... DEEU B��O�< _..........._............._. . _ �� ���iiiii�Tiiii!ii��riiTii�i�iiii��,�in��,�iii�,iiiiiiii�ii�� � g �' o � Q �IMII�� ��F PR�_�i-O���U ',��.��FE� AR� IfJ ���,r,�ED IIJ IHE F�AIJ_,, UETAI�� Af�ID �TA,��IUARD - , - - PT ........................... PI�;I �____ �T,�,-�����,���--��� �_�� "� `° ° � � �a i� RADIII`� BASE AC�'C C�JURSE. � � � - � a � �l�'B ............................ DUUBI F C'.B ,� , � io' Mi��.i�MUM o GRAVE� -� � �� �, _ (H��RI%Of�,I1���L TO VERTIC�I_) nl .................... DI�OF' IN�ET P�;P..........................REINI-�_�F��__�I� ��_)I�I�� PIPE � � � �o �IX IN�H INCIDEf�JTA� STONE DRAWINGS. THE MAXIMUM �LOPE '�HAI_I_ I'�lOT FXCEED A 3:1 ��; �- � c �-�� �-�; ��< � i I_1P�I�E';`�, DESI�'NATE�� B'�� THE ENGII�FC��. A� UT '����PF �_�I _:1 MAX:IM�_�M WI�L BF iI��,ED �"�f�J������' �- RE�OC..._......._ �E�OCAI�_ � w� _ICCWALI�. �HALL BE F_JR IN�HC� TI-II_I., A�.0 ��IX If����l�_H�-`=�� TI-I!��!�< AT DRIVE\NA����' � Ci��'�� �Illi-;�=', -' - - - - - �' - - � - UTA... _ ..........................DIAMEIER ac� �'� DIRE� �� I� I� BY I HF � �J�;INI- � R. - R� W..... RIGHT 0� WA���� �� CITY OP CHARLOTTE a� w�z PEI� CITY ;TD. N0. 10.2-�. - - - - - - -- DW .. ......................... UPIVEWA'�' , w AN aR� s• ���' DIM .......... DIMENSICIN `-�,--_ __._ .................. ._`_;OUT�I -, c,�n��. N��LuuEs cxnR�oTTE ETJ �(�)(_ F�. (�I-IIMI��C'i� ���.�v�� �,E� � ■, � �«sw , ��!// G _ D DEVELOPMENT �TAND_ S . � �-Ross ���PE� oN ir�EwA� <<s HA�� �ioT ExcEEa 2 0� EROSI ON CON TROL: s��.. sT_�M ��A,ir� � -� I �� r■ o��� s � s , E .. .............................. EA';TjEASTING � � � � z,� PUNNING ��LOPES ALOf�IG '^ID�WALI<`�� SH�,�L NOT EXCEECi �_i'�, UB IHt AD lA(=rI'�l I S�. . SG�IJ,^�BC FOOT e� °C��c� �� � � � I HE i :(=�1' I I RA�,. I i�� ' �A . . ... .. ... EAC:H ^. Q wz �OADWAY �LOPE A�� MEA'�;JRED AT THE c;I�1TIER I AI�I, WHICHEJEP I`� c;REATE�: � F`_,'��iAL� MAII�JIAIN ERC?'=,IC�fJ �=C�fJTRC�I DF_VI��E'� IDJ A�_:C�=�F�D/�I`JC'E WIIH T�!E � E ��� � N� ............. SP�IT BAI� FENCE a vozz _ _ S/R �E �'E - V ..... ..................... E�EVATION _ `, \ , � � � AP�'F'��?PRIA I� C:I I Y AND STATE ER���c,101`,I AI�1D �EDIM�i l I c�cJN I RU� i�)RDIf�IA.f�Ii�:E`�. I HE EUP. _ .........................__E�c;E 0� PAVEMF NT ��'�............................'�Af�ll I APY SEWEP. °` ��'Q A�I_IRNING _FACE (LANCII��G) SHALL BE PROVIDED AT ALL LOC,ATION� WH� RE t, C��NTRACTC?R SHA�� PREVENT '��TANDING WATER DUE TO CONSTPUCTIOf'J. DI�TUBBED P,PEA'� -- F ;,T �T T p ,AF, `,- - � Uwa , - _ . C IA ..........................�11AII�)I`.� - X4'IUM'tLF I-EDESTRIAN MIGHT TUP.N 10 CHANGE DIPECTION OF TRAVEL. THE LANDIN�� SHAL.I_ I�E A - ,. ��MT ...............................EA�EM_NT _ M�, E� „�Eo T„ S�,�Fo�T _ �•HAL� BE '�EEC>ED AI�ID Ml_ILCHED AT THE DIRECTI�N OF THE ENGINEEP,. THE CONTRA(_T�_?�: - � STD ..........................STAI`,IDAF'D r' "E-' w��F �>�,� �P�.k ���- ��F ��EF MINIMUM 0� 4 FEET BY 4 FEET, UNLESS NOTED BY THE ENGINEER. TYPICALLI' LANDII`J�_� - - - L _- � � ,, �-, v EXIST ............................ ..EXI_�,TINc_� _ ` m �HAL� F(-)L�(�W THE EF?!���Ic ��,1 i�0�`.ITiT'�^� ��� P,`_UPE`, H(�WN ON HE� I'�, F�_.1-E� r' - �IDEW,;1 I� � rHi� TREE euMP�R �,Erai� sHa�� 6E usEo wH�N DIMENSIONS WILL MATCH SIDEWALI�� WIDTH. THE I_/aNDll�1C� ALSO SHALL NOT EXCEED %'.��'� �/C .................................�Ac_E UF CURB JW �� � I� p w-�e4uNc wir�ir� io• oF aN ExisTiNc r��t ro B� ' SFA�-��i" A=. ��EF�Eo - -' C C, ���� i�'� (-� � .TAI\IGEI�IT 4� '�iTF_CTED. Tn SiFPnR.T WIRE l�� �L�PE MEA��I�IBED PERPENDI�-ULA�' TO THF POADWAY THE IANDINc; AI__�0 _I-I�LL Nc�;i , rES .................................F�ARED END S�c�ll��f��� IAN ................. W�TH�,�7��n�N�TPEE ,,i �0�,. - - - -- - , - --, � � - ACCESSIBLE RAMPS AND DEPRESSED CURB. - ��_E ........... TEM� �_,_„,�T ��MT - A�� TF�E� �HA�� �E �P�E� �����E�� NOTE� PA��� � � I��CEED �.0� OR ADJACENT F.0%\f.�WA1" '�I_UI-'E, WHI(_;HE JEK I�, �'�I �,1��_I�, MEA =��_IRE� I-H .............................. _.FIRE HYD�Af'�T �� oTHEPwisE oN rHF P�a�.s oh oi�ecTto Qr ri�e �0 u PARALLEL TO THF_ POADW��, � �OC ........................... .. �IBER �PTIc� c_A�,I E IEMP. ................. ....TEMPORAI-� � �N��NEEr a u IHE CC)N IRAC;IOR `�HALL CUi1d';IRUC;I b-Ii�JCH IHICK ,�C)NC;�EIE A,Cc C'�,�,IBI E CURB PAMP�� AI i;�/ ...................................GA; VA�VE TP.. _.......................TRAVER�E POI�,IT h Tr� o0 0 A CPOSS SLC?PE TRANSITIr'il1 1='rl`1EL Mr,'Y" BE R� ���UIRED WHE�;E 1=r-(�1= ��?'�ED SIDEWA�I,; f��E� T'�• _ _ _ �: ���MeEF, wirE, �N��aN�gacs Mnr eE RE����� �-,_� II`1TER�ECTIONc IN ACCORDANCE WITH THF �AIEST REVISIOP�I'`, FOR AC:CE�SIB�E CURB �AMF"� HUR17 ..............................HORIiO�IIA� T%W.........................TEST WIEF n�orHERTREEs. EXISTING '�IDEWAUti WITH A C:Ri ��S SLOPE c�;REATFK THEI'�I �!�?`�. THE I RAN`�ITIOGJ PANEI „ �i_Ai� v�i_�v DETAI�S, PROPO'�ED ACCE��IBILIT'Y GUIL EI_IP�JEJ �OR PEDESTRIAN FACI�ITIES II`J THE PI_I;��I Ic=; II`JT.._ ..............................IN I EI�.'�ECTI01'J I YP..........................TYPICA� � THE IfJTtNT OF IHIS DEIAILIS TO PROTECT EXISTII•JL: �,HA�L NOT EXCEED ?.0°; ON IHE SIDE UF IHE PROPUSED '=,IDEWALK AND/OB RAM1=', AI`JD ,^ ,>> - �. c, - c�. ,- ^ ,, - I` I/- �J %G ..........................UNDER i;�''=il.lf',J[� TP��s FROM o�MacEouRwc coNsr�?ucrioN z c; I ATC -�X �; I�(; C�'� c� c, �")P� �)I� H `(1� � i �� �;Ic�HT-O�-WA1 (NhOWAG), �.,OI�J �TF,UCTI(_)I`,I PLAN�, �. P,I�_ Dc_�T �,T/-�NUARD L KAWII'�IG�� f JV ................................. N\ �F�T � __ t�:rE�ia��r reoM cachHOEaRM swi��c. aN � o _HAI__ M _H TH� _ I_Tfl_ _� ��_ _I__ _ � 1 T E =1__ _F T�E I�XI'=;TING �IDEW,qI_I� - IP .... ..............................I�'Of'J F'll�l '=,ET VC .................... .. _.VERTICAL. (_.l IKv� H�TERNa� aPFRoacH MareE usE� iF E rrP. � Rl_1NI�IING ��OPES A�ONG CURB BAMPS SHA�� I�IOT EX�,�EED � 5;, BUT ��,HA�L f�IOT �;EO�_IIRE � .. .. .. LEf�IGTH VERT VEI�TIC/�� A�FP�,vEo ir� wFiri��cer rHE ENci��EE� � THE RAMI LEI'JGTH TO EXCEED 15 FEET, UI�.ILE�;S OTHEPWI��F DIPECTED BY THE ENGIf�EER �� "�����"�"� ai T�e c�`N����rA���i��N wirH �HE �-ir�r aeA���isT oF� His c`c LF ....................................LIf�dEAR FOUTAGE W. . ....... ... .. .... . WE��T ��ui, �����nei_F��F�FNESEr�i�ArivL ` c� A�� PANELS OF I HE F�AMP MU �T EQUAI THE SP�M� PERCEN I�GE I T ............................... I E�T W� .. .. WITI-I '\ o DRAINAGE STRUCTURES: , � , - - ; � ie� ............................... �ou�i� wM . w����F ���TEi=� ; - ��MaER'TOTREE�E F�ARES ��HA�� BE 10.0�� M,-'� �IMU�iI ���_��E (WHERE APP�I�_;AB�E), �_iPI�E`=,'� =�THEF'WI`E DIRECTED Bl' THE ENGINEE� �AX .............................. M�A IMP��E W�VAULT. .. WA � R �/A ��E� �_����R���;����i ��RADES, ELEVATI�?r��,IS AP�JD L����CA110�`�d'_ ���HOW1'J AF'E AFI'�'OxIM^�,Tt �A`_� DIF'E�_TED F��r� THE u TE I ENGINEER, THE�' MA'� BE ADJUSTED TO ACC:OMMUDAT� UNFORESEEN CONDI I IONS. `�T,ATI��i�������, F�AMP CROS`�� '=,LONE SHAL� i����,1�=�T Eui=;EED ;- Oi, C>F' I HE ADJA�_;EDJT RC�ADWA`r `��LO�=E A`�� � � � �� ,-�- i �,�= -,,,Eq ��Ma,,,,�r,�„� o� E,rE,,,�„�, �.IN._ ...............................MINIM _ M Q� ..........................SIXT � I-CT�.I�,l �� P��JAI- _-T OFFSET� .AND ELEVATIONS REFER TO THE CENTER 0� DPOP IN�ETS, MANHOLES AP�JD JUNCTI��f�J MEASURED AT THE GI_! I TER F'Af�J, WHIC:I-IEVEF� I�; i;4'EATER. �, -- , ,� ,;'�� ��,4,T,"r",�t�'��,�FF�sr° ��AUNO ......................... ....M�_�NUUTHI�. FO��T � ;AN, c�;, a � ��ts� BOXES, AND THE MIDPOINT OF THE LIP FOR CATC:H BASINS. PIPE AND BOX CUI_VEKT LENGTH��� C� � - I- � -. C �,,- , C� A I- ,;� f� ................ .......... . MI�E�� PER HOUR ��� �° �`r°��' '' � r A T�JI�.�����(-, . �AC-� ��A���L_)I�vC� �NA�� Li� ���(1V��)�C� ,QT A�I- � (_)i_,����._)��-�� ��IEI�.E /-� ��EL.)E�T��I/��� � p ' " ........................I�\��_,H � �� 0� AP,E PEPOBTED li�l THE CON�TRUCTION DOCUMENTS �ROM CENTER OF '��TRUCTURE TO CENTEP � � - -_ � _ _� ������ ��� /'� � I \��� C>F STRUCTUPE, IN��LUDING TRANSITIOI�IS, HC�RIZONTAL AND VERTICAL BI�N�S. ALL PIPES �HnLI_ MIGHI II_1K1`J 10 C'HANGE C)IRECIICi�f�J OF IRAVEL. IHF �AD1DIi�JG SHAL� BE A MIP�JIMI�IM �_�� 4 �✓ITL... _.._.... _.._... MEIA� _� BE RCP C�ASS III, UNLESS OTHEBWISE NOTED. �E� I BY 4 FEE I, Uf�1LE��, f��J01ED BY THE ENGINEE�' Tl'PICAL�Y �AI�JDII`,1���� DIMEI�J��IOI�J'�� WII_� i`J __. __. i`J�_?�; IH; I'JOR IHIi�J�; ��FVAri�_���� viEw �, WEEP HOLES A�RE TO BE C�NSTRUC'�TED AS DIRECTED BY THE ENGINEEI� IF REQIJIRE�, WFEP MATCH SIUEWA��� WIDTH. THE �ANC�ING SHA�� NOT EXCEED '2.0°� ��OPE MEASURED � P�RPF NDICI_I�AR T(� TI-II� R(�ADWAY THE I ANGI���.-� AI_SO �;HA�� I'�JC? I E;�CEEU � ��, 01� H01 ES P,RE TO BE CONSIRUCTED IN IHE B�TTOM 5 0� TH� STI�UCTUK� ATTP,CH HP,I�UWARE ��; IACEf�,I I r!���^,DWa;� ;I_�=iPE� WHIr_�HEVEF, I`� �=���A1���1-,, M�A`��iJFED �AI�,AI_�E� Ir_� IHE • cIT� oF cxaRLOTT� (_.�OTH ALUMIfJI�IM OR GA��/Af •IILED �TEEL I�10. WIRE REINI�ORCEMENT TO THE OUT',_�IDE C�� Ti-IL ���,q�-,Wq���� �� LAND DEVFLOPMENT STANDARDS � cl���-��'�_ I�'AF,'��' '� � O � ( � � `' � � i � 1 I � �' � � �' � �� � L � � � I �� ����� L) � I , , I � srr i�o_ R�v � ST�IJCTURE WIT�I HEAVY L�UTY CONSTRUC.TION ACIHESIVE OVER THE WE��' �IQLE. P�A��;� A � iNCLunEs cE�aliLOTT� ETJ �� i2 POROI_I� �AQI�IC BAG �ILI ED WITH �NE CUBIC FUOT 0� NQ. 7�,M STONE AT EAC�I WEEP I-1�=�Lr_ SAWCUTS. A �=� �- ° � A��AINST THE HA�DWARE C���TI-I. IHE�C WI�� B� NO �C�AI�ATE PAYMENT �C?G' THI'� W��G'R:. ,-; � _ �� - _ -,� _ ,^ = � _ _ � III l(_, !` .�-'H,�I I Af'JI_i%��!� � ^_ � /\-L=� PI?I�;F' .'� �i � ' ` ' NE ��Uf��-I k �� �OG �HALI '� JVCU f� ��I �� ,_�� %,_ � ON� �'I- �I � UF;I , �_ � U TI LI TI ES. I 0 R�EMUVAL UP�JL�,�S OTH�RWI�E UIREC I ED BY I HE ENGINEEF�. �AW ��U l WID I H 5HA1_L L_E �" -� ` ,,, q�����E� ,�,� P'EM��t �,� R�PR�Eks �P�,„ ���MF�.����, ,F F-�, E�r >+ PRE;ERVAT Il PLA�I f:;�k — \ �Nr,<qFN-� PLqi�iS SHALL Sh+Gw 1'h c�.n� N_. F �. TFf:f. P � tciiuni FE�+�E-�. I FOOT MINIMUM FROM THE EXI�TING EDc;E OF PA\iEMENT. �,AW �UT PAVF_MEI�,IT '�HAL!_ ��I- :� �� FE��,�4E� �4�,���� �,�,�r�r�r G��,,A��onE�A,�o�,� ��,,.,, ��,=,4„�,AF� �_,,,�, ,�,<,,; C C / J (,1 � (/ n/:,'� � �� � �F TRE• �F�F�.EF ,.� r�e cF�v hn ��E_;rir_Fnr,N kFcneuu c rkF[ �: rr��noN REPI_ACED A� WELL AS ADDITInNAL PA��MENT RE��UIF,ED Tn �IE-IN T� FA�:_E F � � O I_l �ll I I IE� A�E I�_I I_l`=,TE'ATED ��:-�R I�.l�� �F'MA IIi�iP� Fl I;;FC��_�, ��f J� r. IHE c_IT'i `JVII_� fJ01 BE � I �' ) F'RUPO�FD CIJRC A���D CUT�TFI�. � t� H��D RE�F��JI`J�IB�E �UR THE A�-CUBA�.Y 0� l_1TILIT�Y LUC'�ATIOf�I��� �,I�E� LEF'THS, OR �OF �' ��� �,;�� �� �_: 0 M P I_ E TE N E��� 0 F l_l I I I_ I I�Y I f�l '� U F� M A I I 0 I�J . ��-��� ��� �� � � ��' , ��i���� To c��i�;Tr���cTio�v ANc� viA TH� ciT����� �_�Tii_iTY coor�iNA-r���R A���� ciTY i���;F�ECTo�, PAVEMENT DEGRADATION FEE: � _ �; �,,_� `-��%�i' =� Q a � I � , � i - - - -- - - � i HE ��or��T��A�� ����� �;Ha�� r�o � iF ���r A���u ���� � wiTH a�� �_�TiuTiE� ,q� i- ECTE�� Tc> ��E � E�Mir�� ��-��� ����,. _ _ _ � : ,. � � � _ �_� ,�,- �- � � -- - , � -, �� , � , 3 I_1TI�ITr I U� ATIUN�. THE ���_�i`JTRA��TOR SHA�� P�QTECT A�I UTII ITI�S �RUM C�AMA�E �Ai_I�ED -C� I I� IA�� DI T:-RMII�ICD TI�-IAT f�10 PAVCMEI',! 1 DL�-'��A 7F� il�_�f�J �EC I�� Tu GC A��'-C��`_���D �� ��; �� d � �� �� �- �- - - „ -� , �, �� �1 � � BY HI� OPERATIONS OR THO�� 0� HI� n�ENT�. IHE C.ONT�ACTOR SHAL� HO�D THE CITY '' �' �', � ���� � 3 HAPMI �`�; FOR AN�Y' IH11='D-PAFT`( II�1C�O��dVEI'��JIEi'JCE C�EAT�D BY' WOF'�< C!� HI�, �_�Wf�l 1=C�F!�;F'� , , ���' ��C %-�� � ��,�, - , . ,��� , _, , ,- �; , ,,� , � � �.; �-��-�� :q; ,-�����, -��� ��� a� TRAFFIC C0NTR0L. � ��.� , ������ ,.. ., , ; ;� _� �. � , � �;�=� J .— _r� IHAT 0� HI� A�E�I _ A�J L PMq�E_ II`1�_I �ED _H,��� _E THE _ _�JTF, _ I _ _ �I Af I_I, _ � � f�� l r :.;�,�i��, �i_AN viEw �_�F ����or zn��F � �_ � ,�� � > RE'�PUN�IBILIT�'i�. -- - - - - - - - - - - - - - - - - - - � ` r, � ;� �� � �;`� �� � - C, - - - �r,� ,- - � i - ���, �-� c , - - - , , - i,,- ,I � �� _.. , i,� - - - � , - i`� - _ �� � / �' � � � ,, c� ��/� � �, �i -, � I�� �;�)i�J I-�(-! ��, !� � F f'�d �„ � )F' i �f:!,� VI IFi H� IV�!, � i lI� � J I� F ,I I(iP'1 �iF �I "V���i.'<: � AS NEEDED, THE _�_�I�IT�,A�='T�:_�F' `_���I,��� ,,r��ll_i�_;T,��rI_�_)CAT� T�IE _�,,fIITAF � ���WER ,,i�1C WAT�� ��rl���/`�I _ _ f I_ ` H I_I_ I�._ I _ _,_ I_� _._ � f � _ _ I �_ I��f _.0 1 _ � HF I_I-I - � - i - - - - ;A T \ __ _ - ; �- � .., � _ :� � . .. � � .- n� .,, - - - - - - - - _ -- _'..� � �uE ruo�r Fua [�cH � fI �. � I_INES Uf�.ILI. A�L UTHER ADJ�JSTMEI`dT� RE�UCATIUI\S WN�L BE PERFORMEC� BY THE VARI�.�I_I��� ,-,t�.r �, TGA��I�" i_;(�iI�JTI��_?I H„I�1CC��_��_:I� WhT�_�1�11 �,I��1D il-IE T�'A��IC C'��ii��,1TF'�_�� PI_Af�l'��� �=il`J '_�I�I�� ! I O / ( � ���� F�? PR�NIIv; �tl WHICHEVERRIS �.RF/M�c� : 1 J� 1/_ HEI�;HT or T�EE � \ `/ �� UTILITY" OWNERS. VIA THE CIT'r' UTILI�Y CC�ORDINATOR Af��D CITY INSPECTOR, THE T(�'� I�,� �,ENFRA���,�TE� ��� ,,.:TEP,�A,,,,�,����,�, � �. ALL C�GNCR�t �n bE �600 P.;.I. C�nMPF.ESSNE ST�tN�TH. OF AP.BO�ICULTURE SPECS. �� r�, �� �._ � C:ONTRACTOR SHALL COORDINATE WURK WITH UTI�ITl C�WNEP,S SO A� NOT TO ADVE��EL'� � ,,,. � �� �aAk�..M���H P��,�- e�kk ". T:FE OF PIFF TC� BE USEL� i> 1-1/4' MIN. O.D. TO 7 5/8" MAX. O.D. BLACK IRON, I.OW CAFBnN PIFE OR GALVANIICn, MUL�"'H AT AF.F_PS NOT AF FECT THE PROJECT SCHEDULE. THE CIT1' WILL NOT BE HELD RE�PONSIBL� FOR ,��,i��'� , A�� ���NTS T,� ��A�E ^,�� ���Er W��� ^T ^�� �����T;. ,, - DEAfi TF.EES AIVD SCRiiB OR UflDERo �¢ x' k��� PPOTECTEL� RY BPftF!ER. 4. FfTCP, INSTALLATIfiN FAINT AS�ME�L'i WITIi �3LA�'.K A�.L WCAT�IC� Ei•IAMFL. r I UE�AYS OR D�SRUPT�ONS TO THE WORI� SCHEDU�E C�F OTHER UTI�ITY OWP�JERS. THE ,. �� M�N �ANORA�� E>:rEN<��„�, �E„�,�FF�� A�E�.�,:�,�N� A�.� F„�� �,F kF>�P F���,� ,� �R�WT� �;HA�� aE ���,T ���s� W�rH� _ ��� �� iREE uM� AD�ALENi .r,RADE_ NO CRLIBHWG� � � � � _ _ _ _ _ � ;. knPIDRniL Ex',T PiSIOrd SHni L M2� ExiErdC NTO DRIVEWAr � REMovq� � AI_LOWEIl UNDER DRiP LWE � �� ' — — - -" - c���,i-rR�cT�� ��NAi_i_ �� �Y A Mi��iNiuM o� 5 FFE� �waY FR��M Au_ u7ii_i-r�� F�o�� � STANDARDS `�--'� �"x4 rnNOARo� + � "xa�" Rniu HANDRAIL DETAIL CCLDSM 50,04 M❑DIFIED) �� � R��RA��� E��AFEr�� FEN����� �� � ` u � �� 1 Not to scale � nnr E_ �,�� =i i �_i i r_ -�i I���—� o F:SF I_ITI�IT( LOCATE'�� CAL� NORTH CAROLINA C)NE-CA�� � 1-800-63�-4��4':=, �L I-III-I li-IiE Il-�lk -���-��� ���- � o WARNING: OUERHEAD UTI�ITIES. UNLESS OTHERWISE NOTED FOP REI_OCATIOf��I, T�IE �� v� o w COf�ITBACTOR IS TO WORK UNDER AL� EXISTING OVERHEAD UTILITIE-� THE FO��OWI�`JG STAf�1DABD� AND IHE �P i�'� I�'EVI�ION THEPE 10 ARE APP�ICABI_� ��� �� �v � • CITI' OF CFIARLOTTE Z� � u �� TO THI� PROJECT AND B�Y REFERENCE APE CON':�IDERED A PAPT OF THE'��E P�AfJ�� iCDi L.AND DEVELOPME�T STAND�RDS � � � `O THE ��ONTRACTuR SHA�� ADJI�I`�T ,��� WATER �JALVES, WATER METER t�>>;<��=� Af�JD WATEF' i�ICDOT �TANDARD��� ��HA�� BE I�� ��ED. CHAR�OTTE �AND DE�E�OPMENT ����TAI`JDA�D��, � I F'EE F'RC� I EC�TIC)I`J I)E I,-�II_ � r� N�,. ���. UAU�IS TC� FINISHED ��RADE. WATER MEI��'S I��,JCAIED IIU �ID�WAU�� ��P �.UPJChETE DRIVEWA'r"_� P,✓IAY BE l_I��,E�� IF IHEBE I�, P�.I��?T Ai`��� APF'I ICABI E f���JCDOT ���IAi`�JDA'�'D �'� tn�c�troEscHnRLOTTEET� ��.o� SHA�� BE IPJSTA��ED WITHIN CON��RE I E _P�OXF���. ` � � a � � GAS LII�JE� WIL� BE ADJUSTED/RE�OCATED AS NEEDED E;`( 1='IEDMOi�JT I�JP,TI_iRqi- GA� VIA THE NCDOT: _ � o,o,E�, .,.EaE��. �� s�.F �o � � ��IT'Y IJTI�IT1' COQF�DII�IAIOR AND CIT`i' If�ISPECTOR, THE COI�ITRA��TOR '=�HA�� �_Of�ITA��:T �IED�./1=����JT �TU. I��10.: III��: `��`„�`��"R�`��""� �� I�IAIURA� GA5 AT �EASI IWO WEEI�S PBIOR TO �01`�I�,TRUCTION_ ?00.0'�-- .........__. .........__. .........__. .........__. .........__. ..........C��ARI�JG Af'��D GR�IBBIN�� �`�,, � � 3�C1-01--.._..._..._......._..._............_............_......._.. _...........PIPL INSTALLATION ���., '� ��� `.-° � m m Q�,B ?"I ....................................................................................REINFORC;ED CONCRETE ENDWA,I_� ��„��� EER.S.D.�h�8J8.5 ,,� o o �, = o Q EXISTING SANITARY SEWER AND WATER LINE: �40 0� Br�ci� cATCH �As��i :' ' � ........................................................................... � d' n � � ¢ � o �40.C�3 ....................................................................................FRAMES, GRATES, AND HOOD"= ,�' � o � a _ _ - - _ _ _ - _ - _ S? r� � ^ rJ - ,1 " �1 ^ I �,� � I � I I ' �� _ �� .YO!v-WitI.K .SL'RFACF. -., . r y y SLO� !2.00°4 -... I I I I ! � ���r ' S-0••MAX % � � � ri. � �`i. � �"�: c, II_,� i ,. � ��,� i, � i; >�ili�,.,1 �,r q -_ _ �,. � _ ' _4�.U1 .................................................................................._- C �TANDARD I,�PB AI`JC �_7 � .:::.:.,yr�' � -• �: �� o��� � a. ¢ THE __I1T�A_T_r-, ._HA�� __� _,yr?� WH�f� W_I-, III� AF�__fI� _,11II �Y �CWEr� I1C WATCr .. SroER,�, - � - - . - - - � �; ��4�.01 ....................................................................................CONC'RETF �IDEWALK �y .L,,� � �,. ,��„N. ��, �� �-__ a� � L)� � � � �If����E'��. ���HOU�I� IHE �����NIKA���.TUR �AMA��;E EXI';Ilf����• '��EWEE ON WAIEF� I IN�'=,, I-IE �HA�L �- - -- --� ,, i i i i I I � , ,,. IMMEDIATEL`i RF_P�ACE THE �INI� AT HIS EXPENSE WITH DUCTI�E IPON PIPE. IHE C;��f�J IRA�=:I��F' 1205 �8 .._ .............__..._......._..._._...._._.......__..._.....__... PAVEMEN I MARI�INGc; , :"= ipt[n� � :;; .- � ° �i=� ��o IIIj'/ n "��J/�II/�/�T1f _ . _ I �' A, C�. E D '� ' A \/ � N L N I f�1 A f ; l �� l i'�i �� '_, ,_ ' � �� �[ilf � � i � . : ; : : - s.. , ,,. �o,���rE ��;,� � �� - " � - - ) H A L L R E F L A �_, L `� A N I T A I \ I �l E W C R A I \I D � �_) ! �, W A T E � I_ I N E � W I T H �\ M I N I M I..�I M I I ��V � l._ .) 1 / I J E �_. I I � / I'...� �I �% r� I J . �J I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .. . � � . _ . . � , ' � COh'CRClT: DlPRR.S.SF.O Cf.'R➢ �"� C� �� � I � I-; /� � � ^ �-•� - 1 I � I . � C T -, C \ _ l � I C \ _ _ DfiT6C7,IDlF N:9fthZNG ,��� � ' 1• . y � � , _ _ - _ r -�.. SURFACE SLE R.SD.N. &18.05 . T'= il � � + - - � �— J� DUCTI�E I�._�� F�IFE WiiEl�� r�r/alf\�r,_r �=�1='E (_ _r✓I�`'; JVIThI� TW�_ �E� (_� _/`�I� I_rJ� _, ,, ��//� , � V L I� I I.� /-� L L I I� I I�. I� I^.� I I I Y1 L L�� . ` � \' \ // / / ���{Cf � _ ••> CUAlt M GUTIEX BkfifK Jr ML4 � C H A R L 0 TTE : � ��;� %, ; �.� � �, . . , . s»�� �,z,,�.. s���E � U�N�MG li]D7A - y,\. � / / ( � L) ( 1 / �1 � � V i / � osrr�sseo a�� r-o„ `TD. I�JO.� TITL�. ;�,�,x ��� ��, . y; � SUBSURFACE PLANS: _ _ _ _ _ _ _ _ - �%i�2� -rYPE 1 �i r,. �� � �; i_� r� a i�� r�� � i Ti o r,i `=�; ��'�'%'�> ��� w � 1 ��.LSE ..... ...... .. .......... ............. ............. ............. ............ T'�r'PE II MOCiIFIEC� DI�:I�CW�Y z� ��.RA� ��,�� : �,����� � � � � W , .. , . . ; �_ �.� -' �, � - �` -i - - i i , ,.� � ��� "� \ / � ; .,.� _ � 1 \ .. '� 1 l �_, L ,_, __ __ - ' _ _ .i : _. - �_'� i.�' �`,' .,'� �- . .� . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . `. _ J - . VI/�/ P L , I I I � J � _ � F I _.- SIDEIV.A[Ji WIDTN _ 10 �1A�B A��;E;�IBLC �AMF /�� �. ; ', �� �' �� ��`���� , IJ(_� _�i_iL��U�F,��_'E FI_,�f�I_, ����� ;1��-�IL��a�LL �_-fJ �HI�� FF,_�J�_�� i. IH� �_;0N �Fr�ar� I�_,�� M!� � MAI,� -� �, __ _ � � ,,I�� � s,�„N � O �� 10. � A&�B ......................_............_............_............_.......... A����E"��,`;IB�� I;'AM� _ , HI'=, �_�Wf��l If�I�iE;TIC;AI��I��P�J TO DFTFRMIGIE ��U[��U�f-,�i_�.E ��Of�IDI lI� ii�I��, I C1.�5C�........... TRUN��ATED DOMF ; �': .......... ............ ............. ............. ......... . � � � 1�=� "Ga ................................... CU�VE�T CRU5S11'J�= LYpE_ 1_A � � �� w � UtIEC]'9SLE 1{AFh'!N4 I �/ , MAIL BOXES: in ���8............�...�....�..�.�.�...�...� .......:.:..::::::::::.:..::...:::.:.:..::::::::::::: cui_vEF1 cRo�;ir,i��� ��.,,.,., . ,-,-� . � >11.�L ....................................................... �L/`�I\�D �IVL� �L��IOI�I , li� .6y11COhCRETEG(��..��SURFA�St�HSOY80805 �- yl'II` i � � � � 20."'3............ ................ RIF'R�F Ai RON AT OUTFa��� - I'� l IrI 1� °�' , / � M"'� � V . �J F A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 I L T �� I�l � � SLOPF,. ).f'JtA ti- L.00Y: �..� f I I I I I % �/ O � THE �OI�JTRACTOR SHA�� I-'E�OCATE A�� MAI� Ec ��E=� A� F�E��I_IIREC� B � SECTIOf�I 1c�)%-11 0� THE 30.�JrB ................................................................................. . HIC�H HA�ARD `,I�T FENCE SIDPA.�;- • �,i �; �' ^ M�I f'JCDOT STAP�IDABD SPECIFI�_,AT1�=�i'�1�, F��F' ROAD� APJI=i '=;TKI_�c=Tl_IF'F�, �=�iC�F,DI�,I�;TE THI'=; VVc=iK{� WIIH _ q I I� ; i- ;�°� i�� ; �//�] - .J U . I �J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T E M P O P A R Y P U C K C H E C Y��. � I I I I I � a o 0 0 � I ' � GO.VCR£Tfi DEPftF.SSED CIfRD � `�I ` THE U.S. FO'��TA� SE��I��E_ 30.1 �I A . .. .............................. ..... ............. ......................... _CONSTRUCTI�N ENTRANCE , � . , - % � � n = �z covcxErr ctxn 30.1� ....................... ......._........... EROSION CONTRO� DEWA-I-ERII'�.1� �„-_�,,.�,..,.. �,. ; � . ''� - � w ��� � �0.1 � IfU��T PROTECTION �' � � : � ; ' � ,0."17 .... ...... ............. ............. ............. ............. ............. TEMPORARY SEEDING _=:HEDIJI E " w � - ;� � FENCES: �o �8 ..................................................................... coi��T�ucTioN wii��ir.,�^c ,=A ;..y.�:�."..; ..,:;;���: rh� REE� � NI< �""� 30. �0 .......................................................................... MATTIr�(� DETAI� - � �/ V _ _ � ,_ � r- � - n ,_., ; r �. �� ... - � -� �� , � - � ; _. � / : 8.33 % (72:1) MAX R9MP SLOP6 - y n s i i ._ , ` ' : � ' � iHE ��UNTFACT�_�F� SHALL r,FM�_�VE A(�.ID FE�ET Frll��r'. �,_, f,IiJTED i��J THE FI_A�.�� APJC,, �_�F A,, 40.C�''. ..._ .............................................................................TREE PRUTECTIC�f�J a _ I_ I I'� F C� T E D G Y T H E E I�`� L I I\� F L I'�• . `i- l./ . I I ................ .... � I\ I D G I N� T R E E �(.- )1_) �.�� � 2. CRoss SLOPE: 2.aa� __" CONTHACT STANDABDS W � I ................................................................ �YO. I� ..................................................... p �„ 7��, CUR➢ RAiNPS RIiQU/RE A fa�-o�7.M�xtNunf rannr.ac AND OEVELOPMENT UNIT . 7 r r r ��(`� rr � 71 �� n� Office 919-TO'l-6950 FA% 9�9-250-a119 /�............................. I�L�._ L� I/� L L I '' WlTH A hLIXIML'M CROSS SLOPF Ah'D I.OVG7TUDINAL SLOPE IYL'E. 1 Modifii�d CVRB RAMPS 4O. �`F. R U C I� �� H I I�/I N L Y `,;,' OF 2.00% W77FRE P&D6STRf.LVS PEWORN TURNJYG hLINLU!?sRS. PAV LIMITS FOR 7 CURB RAMP C .................................................................................. C _= SLOPE TO DR.97N TO ct�rta. Directional Ramps � _,0.04A ................._............_............_............_...................... �AFET`� I�AIL w /� �' OP G�:AL �Y � 5 HOWEPTON OPTC ������ //�� r / �1 � �; ^ ' " RBPER 70 R0.9DIVAY STANDARD DRAWING NUMBEl2 848.P5 SHEEI 3 OF 3 FOR .9LL R.9.NP NOTES MooiF E� Bv. oATE: w w' O 1/ ] J�._�_ I--�______.._ _ ._ _______. _______________________ PIAI�ILI—� �T���E l�I�����W�LI� w � � ciwr�oov. - oa+F. � �� V I � FILE SPEG. s�p}r2p12G,4r0Aamp/L��Ofld^POP:d:15.09. '^ v ! Wednesday, August 22, 2018 9:36:53 AM Wednesday, August 22, 2018 9:36:58 AM � . � ��_L � � O -� PROFILE VIEW � '� LEFT CURB RETURN N. TRYON � �' SCALE: 4 STATI ON R AN GE: 0+ 72. 41 � PROFILE VIEW DATUM: 780.00 AUSTIN DR. LEFT CURB RETURN � N W SCALE: 4 � N ` 10 N � C N � � � � � � M M H STATI ON R AN GE: 0+ 45.19 LL�� o W D A TU M: 7 6 8. � � LEFT EOP ELEV. 789•15 �8�•94 � W�; o� Q t�D � d LL �d RIGHT EOP ELEV. 7ss.�5 7s7.s4 � L �o CC v W � a� � wOz �. � W �ay 800 800 a' � �°� w �'�ir,� rse ` � � � Q z �a � o � I I � LEFT EOP ELEV. 773•21 a = LL W z V 02Z � � I I I R I G H T E O P E L E V. 7 7 3. 2 � Z � � �� °; � X X ��wa I � � �� � � � � > 796 796 m I I I I 784 , 784 rs+25.27 1 II I � PVI STA. = 0�20.15 58.02' LT. � I I I PVI ELEV. _�72.95 I� I � � A.D. _-O.h9� `ELEV: 790.96J I" I I � � �-- NIGH PO NT ELEV.�� 773.93 �9+24.51 1 �� � � � I � � �0+52.44 1 HIGH POINT STA. = 0+01.74 � 792 792 48.05 LT. � � � � I � � 40.25' LT. 780 780 �ELEV: ???J z � � � I I � `ELEV: 773.28J �' �9+21.27 1 2.79� o � � � �., � � �0+54.19 1 � L n. � � � � � � � � � L � � � M � � � 38. 33' LT. / � � � � , / 31.67 LT. � a, G�- ', `ELEV: 790.40J � __� v� � � � �,� ELEV: 772.94 00 � °��'�5 �`�4 - =�' � / L J ,� T��, /,� � 788 , 788 0 I � � �9+15.80 1 � lr � � �� � � r0+59.53 1 77 m +� 776 �?�EE�E� � � � o i � / , N U ' � � I � � 23.51 LT. > w ELEV3 790.11 1 � � � I LELEV: 772.54J - � W � L J � � � - � �9+08.31 1 � I ; �o+s7.72 � ��\ I � , 784 784 ; � � � � I 17.94' LT. 772 772 � 23.36 LT. I � � `ELEV: 772.13J -s.�x I `ELEV: 789.84J I � � � I �0+77.38 1 -5.527L � �8+99.58 1 � I I� � L � /�� is.00' �r. ELGY�POOD LANE -L- � is.4s' �r. ; /� `ELEV: 771.71J 25 `ELEV: 789.56J 780 780 � / ; 0 768 768 8+50 8+75 9+00 9+25 9+50 i I � r' rn rn j/' / I �� _- �I �8+89.91 1 ar°'o a°'^o � anno � � �� � � �� 16.23� LT. � - _ _ _ _ _ _ = , -� I II `ELEV: 360.60J Z L I� % Y ( ) i ) _i � "�� �� � �, >c" \jc '�\ I = /� � 0 W � � �� � /� ��� � �+ 5 0+25.00 � � � 0+25 0+ I 0+75 1+00 � � � G�ooD �NE ', PROFILE VIEW Q� I � EL o00 � � -- - - -- --_\ I � os ioos � RIGHT CURB RETRUN TRYON � -W - - - - - - - � � ����� � � ELEV8.089.03J P N�� ��T NP �� S C A L E . � �� � PROFILE VIEW J , �` �� � �� � 9+04.85� ° �9+28.56 � S T A T I 0 N R A N G E: 0+ 7 2. 21 Q� ��� �� , �0+81., 5 A U S T I N D R. R I G H T C U R B R E T U R N 29 zz, �T °' 46., z, �T. Z� �� �� ���� � ,s.°°� `�. SCALE: 4 1042 DATUM: 780.�0 0 I I �. `ELEV: 771.56J LELEV: 789.17J � o.000 `ELEV: 789.61J � I I � C�� � �0+66.59 1 . � 9+14.061 � �9+32.99 1 �� STATI ON R AN GE. 0+ 43. 40 L L I I I �_' 19J7' LT. D A T U M. �� C� . O O `ELEV: 8 89.31J `E EV: , 789.78J r � i `ELEV: 772.40J I � I I � � � � s+22.i5� �s+35.os � I � I I � o+5s.s3 , � � , LEFT EOP ELEV. �ss.os 7s�.o3 0 � � 38.57 LT. ELEV: 790.00 RIGHT EOP ELEV. 7ss.os �s�.o3 �� o � I � � � � `ELEV: , 772.95J `ELEV: 789.46J ` 7.63 LT. J � � =N =`' �' v Q�� I � I I �_ I �� ��� o � I i I I � i �0+53.73 1 LEFT EOP ELEV. ��3•42 �� �\ I II , 800 800 I i I I � i 34.40 �T. RIGHT EOP ELEV. 773.42 �' `ELEV: 773.48J 62.93' VC ¢ � � � � I �0+51.21 1 PVI ELEV. = 789.32 �� PVI STA. = 0+33.12 a, I� � � � - � � .D. = 0.49% ��` `� � 44.07' LT. 784 , 784 K= 129.45 `� � � z � � I � I �ELEV: 774.02J PVI STA. = 0+22.82 796 796 � I`� � I I � PVI ELEV. 772.52 co �. m � � , � A.D. _-�0.30% o o� c� o � I � I� K= 13}1.37 ° � I z:$ �� c> ; I � I I I- � H I G H P O I N T E L E�V. = 7 7 3. 2 9 `° ' 00 ���. ¢ � o � �t a. I � I I �J�1 � HIGH POINT STA = 0+42.44 0 + a°io N o >�� 0. � .- � a ¢ I � I I � � 780 780 0 .. � � I � I I Q I 79 N �� 792 � > w � V W I i � � i � N.. M m �.74� � � � ' � � r I I I I �,STA Q+OO.QO 1 %, ` DESIGN SPEED = 60 mt/h 776 ^ � l�%6 � ' w > w 788 788 � � 'm W _---- w � .--- � 0 ,- , O ,-�"� ----- � A � �--� ��2 ��2 � � [� 3.92X r , � 784 784 O r� 4.22x � � O � 768 768 � � w 780 780 O � �j � � w � [�i �� O � � o 0 0 0 � � � � � � � � 0+25.00 I�I � 0+25.00 0+50 F- �w � N o ln �- � Thursday, August 16, 2018 2:44:53 PM Thursday, August 16, 2018 2:45:17 PM K:\In-House Design\Project Files\512-14-016 Orr Rd. Extension\Drawings\design\100%\ORR_DESIGN.dwg K:\In-House Design\Project Files\512-14-016 Orr Rd. Extension\Drawings\design\100%\ORR_DESIGN.dwg K:\In-House Design\Project Files\512-14-016 Orr Rd. Extension\Drawings\design\100%\ORR_DESIGN.dwg DRAINAGE STRUCTURE TABLE STRUCTURE NAME STATION OFFSET GRATE RIM ELEV. INVERT IN INUERT OUT DEPTH STRUCTURE CASTING GRATE TYPE � STD. N 0. STD. N 0. CB-1 Station: 2+49.83 R 17.00' 766.44' CB-2: 761.34' : 760.55' 5.89' NCDOT 840.01 NCDOT 840.03 E CB-2 Station: 2+50.01 L-17.00' 766.43' CB-1: 761.00' 5.43' NCDOT 840.01 NCDOT 840.03 E EW-1 Station: 3+32.65 L-36.97' 767.33' EW-2: 761.00' NCDOT 840.01 NCDOT 840.03 G EW-2 Station: 2+43.12 R 42.24' 763.49' EW-1: 758.41' NCDOT 840.01 NCDOT 840.03 F FES-1 Station: 2+05.34 L-45.20' 767.61' ... SPECIAL PROVISIONS FES-2 Station: 2+22.10 R 45.94' 767.61' SPECIAL PROVISIONS DRAINAGE STRUCTURE TABLE STRUCTURE NAME STATION OFFSET GRATE RIM ELEV. INVERT IN INVERT OUT DEPTH STRUCTURE CASTING GRATE TYPE � STD. N 0. STD. N 0. CB-11 Station: 6+61.06 R 16.89' 780.93' CB-12: 774.12' EX JB-10: 774.12' 7.00' NCDOT 840.01 NCDOT 840.03 G CB-12 Station: 6+61.25 L-17.27' 780.93' CB-11: 774.46' 6.65' NCDOT 840.01 NCDOT 840.03 F EX JB-10 Station: 6+14.67 R 4.67' 779.24' CB-11: 773.25' 6.24' EX JB-21 Station: 5+97.87 L-95.57' 778.45' : 775.14' FES-20: 771.72' 8.73' FES-20 Station: 5+67.46 L-79.39' 772.38' EX JB-21: 769.50' 4.90' HW-30 Station: 4+92.05 L-103.17' 771.75' OCS-31: 769.31' 9,5g' CLDS 20.22 OCS-31 Station: 5+13.76 L-72.84' 771.63' HW-30: 769.53' 4.10' STORM DRAINAGE PIPE TABLE Pipe Name Size Length Slope INVERT IN INVERT OUT CB-1 TO PCBC 18" 6' 1.00� 760.55 760.49 CB-2 TO CB-1 18'� 34' -1.00� 761.00 761.34 EW-1 TO EW-2 84" 121' 2.14� 761.00 758.41 FES-1 TO FES-2 36" 80' 2.35� 763.39 761.50 STORM DRAINAGE PIPE TABLE Pipe Name Size Length Slope INVERT IN INVERT OUT PIPE-9 15" 34' 1.00� 774.46 774.12 PIPE-10 15'� 48' 1.82� 774.12 773.25 PIPE-15 18" 4' 2.56� 775.25 775.14 PIPE-16 30" 34' 6.45% 771.72 769.50 PIPE-18 15" 42' 0.52% 769.53 769.31 �����TE,: CLASS 01� MEDIAN SIZ 01- RIPRAP AND LENGTH, WIDTH AND �EPTH OF APROPd TO EE DESIGNED BY THE ENGINEER. REFER TO IHE CHARLOTTE MECKLENBURG STQhM WATEk �ESIGN MANUAL FOR RIPRAP APkGP�d UESIGIV �TP.NDARDw. RIPRAF SHGULD F_XTENf� UP BUTH SIQES �F THt APRON AhJD AROUIVD THE tND GF THE PIPE OR CULVERT AT TH� DISCHARGE OUTLET AT A MAA:IMUM SLOFE OF 2:'I AIVCI A HtIGHT NGT I_ES� THAN TWO THIRDS THE PIPE DIAMETER �:�R CULVERT HEIGHT. THERF SHALL I�E NO OVERFLC�W �ROM THE LND OF THF AFRON TO THE SURFACE OF THE RECEIVING CHANIVEL. THE AREA TO BF PAVED OR PIPP.APPED SHAIL BE UIVDERCUT SO THAT THE INVEPT tJF THE AFP,OIV SH�LL BE AT THE �AME �=RADE (FLUSH) WITH THE SURFACE OF THE RECFIVING CHANNEL. THE �FR�N SHALL HAVE A CUTOFF QR TQE WALI AT THE DOWNSTP�M EPJD. THE WiDTH OF THE END OF THt ,�PRON SHALL Bt EI�UAL TO THE BOTTOM WIDTH OF THE REGEIVI�IG CHAN�IEL. MAXIMUM TArER I(� RECEIVINC� CHAI�II�IEL 5:1 ALL SUBGRADE FOR ST�UCTURE Tp Ct COMPACTED TC� 95� OR GREATER. THE PL.ACING OF FILL, EITHER L��USE OR G�MPACTFD IPJ THE RECEIVIP�G� CHAN�ItL SHRLL N�T BE ALLOWED. NO EENDS OF CUP.VES IN THE HURIZDNTAL AUGNMENl� OF THE APF.'QN WILL BE PERMITTED. FII_TER rABRIC SHALL BE INSTP.LLtD VPd CQMPACIED SIJBGRADE PRIOR TO P�,ACFMtNT QF RIP RAP. �� 0- AI�IY �ISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST t�E STABILIZED. IJSE USDA PJUMC�GRP,PH FR�M NC SFDIMENT AND ER�SIOI�I CGNT�OL MANUP,L OM CHAP.LOTTE MECI<LEN�URG STGRM WATER LIESI�I'J MANUAL 1=�R DESIGN DATA. OUTL�T Lo W � W2 '�T N E W-1 10' 12' 6' 10" ' i ' rJJU �5-eB tic] 25.Ub a�tb N�_ �tUIlVltf�l I HI�IU tKU�IUIV I.UIV I KUL MHIVUHI_ dmax = i.5 x d50 i = �.5 x dn,ax. T(rnir_)=10" • C� - CFIARIAT'I'E. C'��Y OF CI�A�L���E ��ND ��V��OPi1�EN�' S 1 ANDARDS INCLUDES CHARLOTTE ETJ END GF F�RECi �ECTIOIV W, EPID OF APROfJ � �A �l I�IATURAL 6�RADt �,i�F����eoEo,��_ �,� � E�EVATI Of��l iv+✓ i �. .s.� ��, ��� .,��-�. �,,.,�,�� MINIMUM H=,^.%3 pIFE DIAMETER �ECTIC��,J F'-r �' I 1=' �` A F' A 1=' I;��� I��,I AT �=' I P E �� ��__I T� A I_ �_'�� ��THE�' THAf�J AT �WIM THI��:JWE55J=i0" MIN � - U -' = I �, � 0 z N O N � � N � � � � N Op N ln � C � � � � M c0 F- � � M M z o U �y^. `'� W � � v o � in o r� W � Z � � Qj C X Z o m Q � o � � � a t }� � W� �� � ~�� W ~Oa(n � � az� � � UW� 2 LLwz V Ozz m �"C�Q H � UWd � V � Z= -o 3� � Q a, � i _ � � 3 'J "> Q � Z y � ,� L� � m � H Q � J � � W E- Z � � � v ^ Q W _ � U � a �; � � •o � � � I i � w M w _ � � ► ► o � >- m Q L�7 > 0 � a. 2. ¢ Wednesday, August 22, 2018 9:37:50 AM Know what�S below. GRAPHIC SCALE IN FEET 0 5 10 20 Call before you dig. �� EROSION CONTROL MATTING PER DETAIL ON SHEET 3C KEYED IN AT TOP AND 6" BELOW BOTTOM OF BANK. PLACE MATTING BELOW PROP. RIP-RAP. SEE PLAN FOR RIP-RAP EXTENTS ON BANKS rWELL-GRADED MIX OF CLASS B I RIP-RAP AND CHANNEL MATERIAL 1�„ \ /� 2� TOE OF SLOPE CONSTRUCTED RIFFLE DETAIL NOT TO SCALE d'� \ / � / \ � � / PROPOSED 80 LF CONSTRUCTED RIFFLE, 2' WIDE / PER DETAIL ON THIS SHEET PROPOSED 53 SY TOTAL OF EROSION CONTROL MATTING PER DETAIL ON SHEET 3C. ROUGHEN SOIL AND APPLY PERMANENT RIPARIAN -__ SEEDING MIX UNDER MATTING ��_ J \ � � ` �� '�-�. � � '— g � -- � �°S � '�' 3as �� 3os � s .�i t►l3� END RIFFL! STA:10+10.2 ELEV: 758.8 760 � \ - - — _ � -- - _ � \ . �_ -_ _ _ \ 768 \ � ) __ ,, , \ �- ' � \ x0 0 � � � \` PROPOSED 80 LF OF 36" RC I ` (CLASS IV) � 2.35% SEE SHEET 2B. / / \� � / � _ � , � - \ � ,�p � �, \ — - '� � ` \ \ �- PROPOSED PUMP AROUND OPERATION: x \ '�� \ � CONTRACTOR TO DIVERT "CLEAN" WATER ; � AROUND WORK AREA AND DISCHARGE INTO saF. `� \ �� "CLEAN" WATER IN A NON-EROSIVE MANNER \ \ WITH THE USE OF IMPERVIOUS DIKES AND ' � � .�� , " ! � � �, � , �a� � � � � _ - STILLING BASINS PER CLDSM 30.22A. � =, �� " � �, � ��� ; , �„ , , ; � 5 ,. ___ , / F � � __ _- - ,, � �, � \ PROPOSED 70 LF OF % �,��� , � co � � _-- "� CONSTRUCTED RIFFLE 2' WIDE � '� � � 0 , ,, �° � �, __ _- "� PER DETAIL ON THIS SHEET �� sa ���� / ' ; , - FES � � � � � °� '� � � � 5 �`� �` � `��F, '� � ( O � � � 10" HARDWOOD � q o j I - , � � � ,, S , _ � PROPOSED 75 SY TOTAL OF EROSION i' % � / o� ,, I � a CONTROL MATTING PER DETAIL ON �p�. i ;/ '� � SHEET 3C. ROUGHEN SOIL AND , � '�` �" ' � ` � ^� i �� ,' � � � _ � APPLY PERMANENT RIPARIAN - ;%� � % s .' SEEDING MIX UNDER MATTING � P a , F \ c�0 ' '` ' �\ � ` I \�� PROPOSED 4 TN TOTAL OF �/ � c� � , CLASS B RIP-RAP, 1'_ DEEP 50�' . \ _ U /h � � � 16 \ �'DW00D )s , ,� � � S � � , � � -- ----- - ,\\ � - - -- - ' ' . e 50�' ,_ __,__ ---- - �i �' . '►65 PROPOSED STORM. �� � � SEE SHEET 4 � � '►6� ' ;- , � ;; -'� \ / ��S , p C' " - ' ����/� � \ \ ;�`� PROPOSED 121 LF OF 7'x4' RCBC C�? 2.14� � \ , � , � �,1�" � / �� � m �` � _ � �/ � �. �6 � � � , L�i _ s ., � � , FES � / \ 6 HW 4 � 3+Q� ' � �s � � � � -- � -_ _ � \ 0 � _ -� _ _ _ _ ._ /. \ ` I � — � __ _�� _ ,\ �_ _ � s — �,. �� - � _____ _ - � _ _ -- � , ; - �� � , _ - � �, _ e _, � � �� i ��s � , � � ELG �i ����� � _ s _ -- � � �59 _,% PROPOSED 6 TN TOTAL OF � i� � 10+00_ � --- - �5g � CLAS� � i�IP-RAP, 1' DEEP ��6 s�E _ –___ -- — � � � SD� � SDE � SDE e i SDE SDE � � � � SDE � ;= - SDE � SDE B PLAN \ � � o Q o p f ,�` � �O � � D L N, � � / � \ ` � i� _ 4+' On vv��.��i�vv��v ��u � �� �i �� .� IS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN WSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WA PROFILE (HW-4 - HW-3) Horizontal: 1" = 10' Vertical: 1" = 2' SE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WI AU ATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. .. z 0 � a � U V; W Ll %68 � p �' � � O W Z ¢ V Q � ¢ � � U M C] w a � O 764 o m � c�D � Q � V Q � � V 0. � � � � 0.� Q � U w 760 � � A� � �� �� O a ►=� �Z AE�-+ O w � O� A 756 � 0 � � w 12+85 � � � � � W o = M � � 121.0' � � O _ _ � __ _, BASE FLOW �� � ��- � BASE FLOW �� e, �'� BASE FLOW �z '' � ��. _ f,. ��" A�` � � �---� `�., — _ -. �. �_-� — _ __ 9 ^� ..,,, F e-` � �s � _, �j ��` - „ �l �.-'` �'� � .. , Bf , .. '�` � ~ F ''��� � ``f � N HW-4 �.� � `�� '`�- � -� �, ''`� HW-3 i""'O N - ,� � ,� .. , �� ' - a= - ` s �,.� � �`� ,�' N � ,� � ___ � -- —. — �--� � _ .. � , � -. � � c . � o � N BASE FLOW --' BASE FLOW • _ �'` _ ✓"� � � �i y N � � � �I �. .,,� ,E- ^ � � _ . s �, _, r..� � /� „U,z a� c � � � _ � . � � � _ _ - �- s. a o ti a � � �� c�e � a � �" a � � � � z �v 30.0' 30.0' 30.0' 30.0' �j 0 O O O O O •- N � 7'X4' 7'X4' R. C. BOX CULVERT R. C. BOX CULVERT o � a � 5.0' � 2.0' 2.0' � 5.0' � 1 1 Q 1.0' 0.75' 0.75' 1.0' CONCRETE SILL SECTION 1 CONCRETE SILL SECTION 2 � O O p W `r-- ¢ C] CONCRETE SILL AND BAFFLE LAYOUT DETAIL o z NOT TO SCALE � Z Z O � U � � � � MATTING, TYPICAL � z (SEE NOTE 1) TOP OF BANK �� w U TOP OF BANK ANCHOR (SEE DETAIL, THIS SHEET) � �-A +� X2 �F OO 7\ DII�,ECTION MATTING, TYPICAL. ,�/�A ���� U ��P ��j (sEE NOTE �) TOP OF BANK TOE OF BANK O� � //�/ . - P"; o \\/�\�/\\�/\\� / +� ;�// % .//%/�\ �\i� ������ �i\�i xa xs +� � z � � ���j \ /,//��j \�j � TOP OF BANK � MATTING WRAP DEAD STOUT STAKE, TYPICAL /��\��/�\�\� = X4 ��/�� +� (SEE NOTE 2) (SEE DETAIL, THIS SHEET) \� ��\�\ �����" MATTING OVERLAP '?\ ::_:::_:::.:;: � �� .::::.:.:::::.: ������� � - , '�� /��� \�� �:.:. �:.:: /��%��\ /� ���� FLOW WA ERE LEVEL (SEE NOTE 5) X7 /� �:::�_::�;:::�:�:< �/���. ���� :. ::�:::::���� � � MATTING OVERLAP ������/ �/��// \� \�� ���\� �� � ������ � MATTING, TYPICAL �\���\ ����� � (SEE DETAIL, THIS SHEET) � �� i � I j L�IF.E�TIuf�J uF �=,TREAM F�OW ��� ���� (SEE NOTE 1) ,�A� ���A��A TOE OF BANK TOE OF BANK (2 DIF�E��TION C�OWPJ THE BAI�JI< ��OF'E �� ���V� �����V���V����� 0 '' � MATTING STAKE, TYPICAL (SEE NOTE 6) -> BACKFILL y\� �\ \��� TOE OF BANK ANCHOR (SEE DETAIL, THIS SHEET) (SEE NOTE 2) �\�\���\�� DEAD STOUT STAKE, TYPICAL � � w �/ / (SEE DETAIL, THIS SHEET) Z V � Q N¢ �\�/�� � �, w o c� CROSS—SECTION MATTING OVERLAP DETAIL MATTING ANCHOR DETAIL a � o NOTES: 1. EROSION CONTROL MATTING SHALL CONSIST OF COIR FIBER 700 INSTALLED FLAT AND STAKED AGAINST A SLOPE � �° °� AND/OR A STREAM BANK. DIMENSIONS (VALUES TO BE PROVIDm BY DESIGN6�t) � � U p p p VARIABLE VALUES UNIT DESCRIPTION Q rr V a MATTING OVERLAP o f=° U� � � SEE DETAIL, THIS SHEET 2. MATTING SHALL BE ANCHORED IN A TRENCH AT BOTH THE TOE AND TOP OF THE STREAM BANK. DEAD STOUT X1 SEE PLAN Ff. NWTTING HOGHT (SPECIFY RANGE IF H�GHT VARIES) � O p- rr X4 X2 X5 � � STAKES AND CLEAN SOIL BACKFILL SHALL BE USED TO SECURE THE MATTING INTO THE TOE AND TOP OF BANK X2 18 1N IN. OR FT. MATTING OVERLAP � 0. ¢ ��Y TRENCHES. TO PREVENT EROSION OR "WASHING OUT"OF BACKFILL IN THE TOE OF BANK ANCHOR TRENCH, MATTING X 3 1 2 1 N I N. O R F T. � m� R E L A T I O N S H I P T O A P P R O X I M A T E B A S E F L O W W A T E R L E V E L �:1�:�:�:� �:�:: F:�:�:� �::�:1:�:.:�:�::1:�:: �::::[�::�::�::�:[�::�:::::1�::�::�::�:�:�:�:�::�::�F:�:�::�::�:�1:�:�:�:::� :...:::�::�:�:[�:�:�::�::�:#�: SHALL BE INSTALLED SO THAT IT WRAPS OVER THE DEAD STOUT STAKE AND BACKFILL, THUS POSITIONING THE � �������� ������ ��� ���� � ��� �������� ������ ��������������� ������ ������ � � ���� �������� ��� REMAINING MATTING FOR INSTALLATION UP THE STREAM BANK. X4 3Ff IN.ORFT. MATTINGSTAKESPACING TOP OF BANK 4�� X5 1 Ff IN. OR Ff. DEAD STOUT STAKE SPACING IN ANCHOR TRENCHES 0 0 �� o 0 0 0 0 0 0 � f �� 3. THE SLOPE AND/OR STREAM BANK SHALL BE PREPARED (GRADED, TILLED, SMOOTHED, ETC.) AND SEEDED AND X6 12 IN. TOPOFBANKANCHORTRENCHSEfBACKFROMTOPOFBANK _—� MULCHED AS SPECIFIED BY THE DESIGNER PRIOR TO THE PLACEMENT OF THE MATTING. 0 � o 0 0' � � 8 � o 0 0 o MATTING, TYPICAL UNTREATED X7 5 �N• ANCHORTRENCHDEPTH � I 2" X 4" (NOMINAL) 4. THE MATTING SHALL BE INSTALLED SO AS TO NOT BE IN TENSION, BUT BE PLACED NEATLY, FLUSH AGAINST THE SOIL, X8 6 �N• ANCHORTRENCHWIDTH T\ r, SEE NOTE 1) AND WITH NO GAPS OR WRINKLES. r X2 0 o I � 0 0 � 0 p � p p 0 p ( BOARD X9 18 �N• DEAD STOUT STAKE LENGTH �! ��� � 1 MATTING STAKE TYPICAL 5. A N Y M A T T I N G O V E R L A P S N E C E S S A R Y S H A L L B E O F A L E N G T H S P E C I F I E D B Y T H E M A N U F A C T U R E R O R A S O T H E R W I S E w v X1 �� (SEE NOTE 6) S P E C I F I E D B Y T H E D E S I G N E R. A L S O, O V E R L A P S S H A L L B E O R I E N T E D I N A D O W N- S L O P E D I R E C T I O N, D O W N S T R E A M O � 0 � � 0 a, 0 � � i 0 I 0 � 0 X9 DIRECTION, OR OTHERWISE 'SHINGLE-STYLE"IN ACCORDANCE WITH THE DIRECTION OF THE DOMINANT EROSIVE ACTION '� �j X4 ` �' I APPROXIMATE BASE SO THAT THE MATTING END IS PROTECTED AGAINST MOVEMENT. 1�-� � 0 0 0 � 0��� 0_,a' 0 0 0 0 p f FLOW WATER LEVEL � aj j�..j � 6. THE FIELD OF THE MATTING OVER THE SURFACE OF THE SLOPE AND/OR STREAM BANK SHALL BE SECURED WITH O a X3 ... .. .... ....... ....... ....... . TOE OF BANK MATTING STAKES OF A SIZE AND TYPE, IN A PATTERN, AND WITH SPACING DIMENSIONS AS SPECIFIED BY THE ~ :�1:�:�::::�::[�::�:�::�::1�:�:�::�:�:�:#�:::�: �:�:�F:�:� :�:�:�:�1:�::�:�:�:�:�1:�:�:�:�:�:�:�T�:::�::�::[�:�::�::�::#�:: �::�:: :�::�::�::�1:::�::�:::1.: f MANUFACTURER OR AS OTHERWISE SPECIFIED BY THE DESIGNER. � Z Q� X5 X2 ��2„ 7. MATTING SHALL BE NEATLY SECURED AROUND ANY PROJECT STRUCTURES, STRUCTURE ARMS, AND/OR SILLS TO �� O FLOW DEAD STOUT PREVENT ANY LOOSE OR FRAYED EDGES. � W TOE OF BANK ANCHOR STAKE TYPICAL DEAD STOUT STAKE DETAIL � A (SEE DETAIL, THIS SHEET) (5EE DETAIL, TH15 SHEET) 8. THERE SHALL BE NO LOOSE ENDS OR UNSECURED MATTING ON THE COMPLETED WORK. O� PLAN VIEW 9. THE PLAN VIEW ILLUSTRATES A PERPENDICULAR PERSPECTIVE OF EACH SURFACE DEPICTED IN THE CROSS SECTION. �T.' O (SEE NOTE 9) THERE IS NO FORESHORTENING OF THE STREAM BANK (OR ANY OTHER SLOPED SURFACE) IN THE PLAN VIEW. , � � EROSION CONTROL MATTING � � W � NOT TO SCALE Know what's belOW. �- � Call before you dig. � c� �`� THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN WSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. ` � " 'X 6�'� PkECA�T - � �f�.IGRETE CHPM�E� � 5C� -�Y'R RELEASE C�FEi�!IrJ�� 3�L x 1�H WEIR I�]V. _%��'.��rl' �U -YR RELEA�E C�.f�ENll��� 3�L X 1'H WEIP INV. =77250 3" W.�. QRIFICE I��,IV. =978.39 _" cH�r�N�L �F >;i�_�i�� c�_�i�T�o� oRi��cE iP�,iv =G�n.�! i rPOM DtTEI'J I IOIV POND 'CP O�JTI ET PIPE = 972.50 OF STRUCTURE = 774.00' ACCES'S MANH�LE ON TOP OF STRUCTURE \ - 50 -YR �EI EASF �PENIN�� 3'L X �I'H WEIR I NV. _ ; j? 5n' TOP OF STRUCTUPE WIER STRUCTUE DETAIL �I _ _ _ °J �I I_ � UPEI�dIIV�G � SIG�_ OF SThUCTURF_) � SIQP�I C��PJTI���L G�;IFICE � � � F_T— � 'IPE � / � % , S�F � ,\ \ � S�F � \ �\\ SOF �Ar� �o�_i�vo ��� � � � � \ `\ \� v�r/�i � � � � \ —�� F �\ � _ e���F �� �� � � �I � F F �� ��8" FIF�P.DWOOD � / ��i,� i /i � � 0��'I-"�3 �-La_�ti'�� ISABEL Hlt�rq�LE LEOPJ AND HU=�BAP,ID ALVARO ANTONIU HINCAPIE Db 27;'46�PG '132 >o�,� �zo DawN c�Rc�E A A�A� , A�� c i % .� � / % �%� � /� - � o� �, o?% / /��, � � a � �; \ \ \ � \_ vc��� � � � \\ \ ��c ; _�� � � .e � � � � � � � �:, � �� � � � \ V � � S roR <`i f \ \ � � �%OER� �R�, � �\ \ \ \ \ q,. OF �/�,� �e �_. � � A \ � �RC� ���g� �=15 � � \ V � � � i r��, FMF/V � �v2 ; � � � � � a�s� r �`�2 � � �� � � � / � � � � �, _'I �3� \ ` � � � � / � �� c� °�34 � � � �L�� �IOUT/ � <<` � �'�A � � h -� ��, � ��., � ��� � � � � �% \�\ �2\ k cb� // / / / , r � q/ �\ i �� �\ �� � / i; , � � �, � �� �, / -31 �� � '�� -� � �-�A, ,e,� ��— / 3�� 0" CL IU ��C,P � �e,. �� �� �_ � L-. � , � �' il�/ ����`���' il ` ,� ,,� ��; .� ,� � , / /�J� , �/ . >s; i_ � ��� � � �, ,; �c' \ � % � �l� ' / � � \�� _ �� / /' J � y � � / ��� �'���. ; � ,, � / , RCP � / � � 5 � �; �� ��,� `_ . - .�� ,�, , �, ,�i�- , , ��q , � ,�- � � r, � � � �� � �� � ✓'; i ` ��.�� ` l, Y��pp�� � � � �/ � C� � _ �� �%-�T�� �'�� l � Q �� �������r� �� JG ,..�,��-o� �� � ,\�`� � �:� , , �� - ,�� �� % / �. , , T, �\�- , �� j � ;� ,��, �� �� ,_ � ,i � , _ y,F �, � �'= R N O N � � N � � N @ N N N l[) � C � � C N � �'"> Z o V a � w � � o o � in o v w U �� � z "i� o °� o m ZQ ^O `° o r � � a a m � U �O � � �°� p� W o a �n ~ J °� W � O Q z US � Q UW� a = ,�wz v ozz � F�z Q a UWd � z O � a � u cn L�7 � >- m � � Q �1 O z � .� \ (n �� z � � � � � � A � O � �A w w o� ' = M � Wednesday, August 22, 2018 9:38:07 AM 780 776 772 768 764 760 756 752 750 PROFILE -L- 322.50' VC PVI STA. _ +22.15 PVI ELEV. = 762.64 �� -�- K = 30.00 � STA710N�0+51.82 EIFV. � 773.71 I `�' °�' ES-1 FES-2 EW-2 CB-1 CB-2 EW-1 � �� � I � o � 4.25% + � .� � O � � .,l .. � o p o c� d. I o �� ``��� > � U N J N � � �� � �� � JM J �^ M I � --�'/ ��—_ m � N� N- �H �� �; � 00_ d' d' � c�OH -F ^ ���— (n N N (n �� N w � O� Q� � Ot0 � +�.1 i o'n ri o�ri o � N �> o� .- � o �� cO .. °� N �� �' XISTING GRO ND -L- � U� � �� � �� �� Z�,�> �f- Zr,� F- ((atn >Z W I W N'- ~ �- Q �� w Z� c.i o w� � c�i w I I ��� / ROPOSED ELEVA ON -L- \\\� w+ w N c� > �I � ww �� �,n � r� a� � � �IN Z lwiN Z WN �� UN�' ZZ UN�Z W� �N I ���/ _ / � � i \ \ / , i / � � � � i \ / \ � � i \ � \ � / \ i � � \ �� � — ��� \ � i \ \ � ��—� \i� \ � I _ _ - _ � � � � � � � � � � — � �_ — � NOTE: 80 F OF 36" RCP O.35� SEE SHEET 3 AN 3A FOR PIPE 121 LF OF 7' X' PCBC � 2.14� 6LF OF 18" CP � 1.00� O� I� I� � �� 00 � 00 CO � 00 � � tn O O� O� I1') O� � r7 00 �(� �� c0 O 00 CO N r7 � O� I� In c0 � N 00 M I� I� N '' 0� � CO � CO c0 00 �`� M 00 O� O I� N 00 � � O� N N 00 .— I� N M N O►7 I� I'7 00 d' 6� � cD � � M � N � O cfl Oi M 00 � I� ^ � CO N CG N tp N� d� I� � 00 cD O� 00 O O � N N M M d- � �� I� (O I� I� I� I� � I� co CO cD C� co CO c0 c0 c0 CO co (O co c0 co � co CO c0 (� co t0 cfl I� I� I� I� I� I� I� I� I� I� ^ I� I� r � � n � n n � � � r � � n � � n � r � r n n � � � r n r � n � � � n � � � r ^ � � ��� � , _� �� � �s �,�� � , _ �, x , � � , � y/ � � ,'�c � �.� � ;� ,���� �� / , ��: � t�' � � �'� �� �� � � � �� � 0+52.44 -L- � .� � � � , � � � 44.65' RL ' % � L � `�// �RQPERY O�R REQUEST TO AVOID USE OF TC�N EXIST D�t�VE IF AT ALL POSSIBLE � � �/f� � ,�� ' // / 6' ( , `'>' I y ` / / . � �'�����_ � � � �� � � � �' �-- ' - ��'', � i � - �� �j��_� � � �i� �\ � � i � °' TRAPiSITION FROM 2'-6" CURB AND GUTTER TO 2'-U� CURB AND GUTTER - CLDS 10.19 � ��� � � , , � , � �. � � �' � �� �� � AW CUT EXISTING DRIVEWAY � / N A WA � M. �I 0 P I� I I�I � i BEGINPRO`.TECT ��� � �� 0� �� �� � � EMOVE CORNER PIECE OF EXIST DRIVE � ,�;� � DB 17�i�����PG �_>8 � � BP STA. o+o�o�L- � R�S, p0, ;� rO ���� � �� _� ROPOSED ACCESSIBLE RAMP (TYP.) - CMLDS 10.32A�8c 10.32b �� '�� '� AL1 S TI f�J D F I VC � � N: �57oos.,ae ' I ����� � _ - - �� � ROPOSED 183 LF OF SAFETY RAIL �� E: 1471�t95.t4 � � � ' ' � ROPOSED 7' SIDEWALK � CLDSM 50.04A (MODIFIED) � � � L-�STA.0+58:72 28. 4 � � SEE DETAIL SHEET 2 � ' �x � PRQP� CURB R MP � EMOVE EXISTING WELL HOUSE � � � { 34LF OF 18" RCP � 1.00% / �,-L- STA.0+60:69 ��.62'R �`� �''SEE SHEET 2A \, CUT AND CAP , PROP CCiRB R P �`� ��� EMOVE EXISTING FENCE EMOVE EXISTING FENCE TO ERE SEE SMEE��C • (STAY INSIDE EASEMENT� � � �� ` �` ��� � � �- � \� � � � � � 0+51�8��� -L- � �"� �-� �% � o.00��1. OX i c �� � o ;� o �� ; �� �? i � � F . �° , , �O � ��� i � �, ��y � �� RADE TO DRAIN '� �� < � � 0 9. - \ ��� ��=� � ; �, � oA � �. v : �<p. F � ���'�� �\ ' �P� i � �� / / � � � /` ; � ` �R A 4 � : �"`�� e EE SHEET 3B �� ° �" �o � � / / j/ / _ �% �6'• p p �� ^� �,-�� k FOR PIPE ;,a>°_ � � � ; ,/ X� � "�S O 1� � ,r A, ��'/ � PROFILE �°� ° �✓ �' � � , � , o � �O �� ' %� ��c� '� O , � � � . _r: � \ .� � � 0+51.17 -L- � F ��~ �/� \ `� � Cv' j �j 44.04' RT. � - O , P�� � � _� o �'�iR� � ,�s ` �, 3+25.00 3+50 3+75.00 4+00 4+25.00 4+50 4+75.00 5+00 \ ,� / _ // ROPOSED POND wi�r F- _ tNC�E -- SEE SHEET D XISTING STREAM \ - ,o ,� � TIE TO EXISTING S �1M. MAT H EXI Tl B O ����`� 6 SID � SLOPES AND WID S AT E POIN ' � OSE ' STRIf � ��; _� � �> � ROPOSED BOTTOM OF S ,<A H, J � SEE STREAM PROFI E( Y-) SHEE �` �` �'' - � \ _ � 5+25.00 5+50 � � ) � %�3�,F ' � 1 _ — � o ROPOSED NATURA FIB � R MA G � _� �� � � �ID � � � �E o % + i � - �� � � TR�OPOSEM RRADIMGN IMI T PORF I — � -- - �+ , ' N�I,�n �, �___ � S EAM OVE E S( 0 D � \� ,'� �r�c��i �iF� F�un�io (��}� Z � �, � � NN! a �i� � I o PROPOSED BOTTOM OF IANK � ��cs� o !� ��� PROPOSED TOP OF BAH�' � an � �� � �.. .. r ! �'�`•4 N �! � z� 5+50 z ROPOSED ENDW�LL -SEE� ET '�� O � 5+�Z5 �i ; Z i,� 5�, p p i rn � � k U�u� 'I '�'1 �, e- ��� F ' '� � ATH Er- � I�.�� �`� °�' � — �- (� ��� �v " �S ps� �� ' �7� j, �'r� � r, I � F � �,�y0 _ �I ? g � r , f=� i; ; i �1�7 se �� ,,,�'' ;� ii_, 1=)AWN �;IR� c F Q � � ' OE �E U1 O _ i _ A�x'L� / `-'I � � i ° F 2 � /i W � \ _� � v`� i �-� / ` i � % - i ;:: ' �' O -k � �� � � - p I ,_; ( -� � �j � � ! i P �,c �.�r``.' O , ,�. E ,�-��' �@ , � � % , � . ._n0 I ____ o. F -� � �� � �/ ' ' � \ i ' / /�'� " ; ,� ,�,/ ��J i , .�: o ^ o ,� a , 9,ZyE � � F • ���� '� � � �' � `� ,� 5 � _- -- �' n�i sia�� �o � � F � �_ �e S�5 ,�. .'-`��, � � �i ' � � '� �0 ,� �. ; - �� v� cn / � �5 ,�,L�6 `' �� �i , � �� � � � �• 0'� �� ,/� 1" - _,_1 � ,, �''�� tO-� � % � _- , aC i �, �/ � � �; !,�, : , �� •� 4> � S o ��- �� i' ��� �:,� , � �� , �. 7 � � - � �;< < �- , � � � � G' � � �%�j � `� , . . ,,P_- � , �� �� \ �O �, � � � � � �'` ;' �o � ��.� �ri / ��`' � � � � � �� � � � � � � i \ �jk � �� . . � � � O �° � � � � ��� �.� i '" �;2 \ \� //i , C, � . � � � i I '� F > � � i �� - � � UTE _ ���-� �UT� � �� F — � F /e - , e =�— �` , .,,: I � �-- � (� / � - � � � �/ ' � � �° � -� uf O � �' � � � � , L - � - � , � �q � �,�� , ��`� �\ � � �SO Q;" ,� - � O -2 I � � \ �k25 � � � � F REMOVE EXISTING FENCE P�° o � �y � � �� �� '� � � ��u° " � 4� N. �.; �' ,� � � �� A � � �, � F AND GATE INSIDE TC�� � U) ; � � � �� � � � � � / � � \ � ' � , t0 •:' �` � - i �� � � � � , � o�� � � 9 ; �� , � � �,P ,�o � � � c� , ` �- � -� o �- ' � - � �� � >> > � � ! d � � F � r3 � �� _, ,.. � ' ,/ / � � � � ' 2� � J � _i' � . � - ..� . � � �;,; : � � j � �t.� �%� c-- = � i e� � 1 � � of ' � „ ,� R MOVE & DI�P E EXISTI U� BUI1.431N �I � i / � ,� , �� - i; i �„ �� � ,,� < � ',� �' � 2.�`'`'i � �� -o v :;� ,�IKANSITIQN FROM 2-6 CURB AND GUTfE Z o� \� � / ' �� TO 2'-0"` CURB AND GUTTER - CLDS 10.19 `�� � �' �\ �o � -t � ° ��� �� �P���+ 0 � � y �� � ���, t' '� � � � � � � OPOSED -Cr�"S DI EWALK / � � �� -� � - .' , ' yG,�.� � ,.., , �G �i� , ``. �' 2'�',Z5 0 „ �iL` � :�4 � � � ! i-� � . c' � — _ i <.� �. � ; = � \.,` ` / � ,� ���� �. � �° "�ar - ti ��' i;;r ; - _ -_ - _- ���._ F �POSED 8 I��LANTING STRI � �,F , ta� �?a000� o �, ��- � �� �, _ � � =� / �R��IOVE & DISPOSE EXISTING OUT BUILDW , (}l , � . �: _ . , o . � PROPOSED 2'-6" CURB AND GUTfER (TYP. � `. � ° ,��� y� �$?3io�� .�. �; � _ / �+ � o ��� � � � HF.Rr�woc���� � �. . - T�� , � .., p �"� .3y � , � ���' � ��� � • � — � � � � 2� � � � �� � . - � , � � _ _ . .� � � � o ` // � ; : �� � � -�� � � � ' � �� �- � �� � �� - �` � � � � � ' ��- -� � � � V� ,� / V � ' �PF� � � �` > � � '�' �, ; ��� 4121 � i.� � � � ��i � � � �x �� �, ' �V i � `� ,. ' � �, � � PROPOSED 7' SIDEWALK � ' � � � � -��� � -3 � � � � � ` o ' '"' a\ ;, , j ; '' � � � \ � � �/ �r , � � �a.� � CB-1 � � ; � F g s�o= � � ' � � \ � �!` 0 u � 2 I 2 2 � � � .P � � / , �� o � .,�� � � • �'`P' � ° � �` � � � �- KATHERINE M_ ` � � � � ,• � � �� �c � �, � � , �� � ,�� � � ,� � �, �/� � � ' � �` � WISOR � ��o � ,�`��. �' � BOLF OF 36" �2CP � 2.35% � �' '� � � � � ,F'` � � ! �. � ' F � � �'� EMOVE EXISIING FF�VCE TO HER��` � k � \— � D R 1 J `�1 'I O �F �� 3 � `I •¢ � �` � � (STAY �INSIDE EA�EMENT) � � � o � � � � ; i� ' � F �, / � ����. � � �� I 5 Ci A WI'�I �:I � C"�E � � F -o � cn � ii �-� , � i � 2-� � � �=` o . HW-2 � � � � /�- +�� 121LF ��X 4�'�B� 2.14� � � , ?� �. �� o z `� � �' � � "; F � � - / �° i �` 't: wiRE x � � � PROPOSED 300 LF OF SAFETY RAIL - CLDS 50.04A ���� �l F �FF _2 � ` F 8� ��BE G� f�N�E���� T0 BOX CULVERT. �pIPE OPENW -11�( FENr- F� � O�LVERT TO BE flf�ECAST ��OR PROPERLY CORED = � / � _ � � $, � � ; ' � �� �� 6LF OF 18" RCP � 1.00% � �� � O � GRADE THIS AREA TO DRA4N INTO STREA � r� t-� � �� O � � '" � / �. �' � � ���" � �� � �' � � �� � ROPOSED EI�DWAL� -SEE SHEET 3� �' �� I `:, � a� ` `r�; � � ��� � ��`° ROPOSED APPR�X. �" TONS OF,R�r�RAP APRON �` ' � ��� � / �, � � , � � �, � , �. , / EXISIING WETLANDS TO BE PROTECTED. NO DISTURBANCE SHALL � ,,P�'s\ �,PROPOSED BOTTOM OF BANK �/;� -�'\ "� � � � i�• �� � SEE DE�AIL ON�SHEET 3,� ��" ' TAKE PLACE OUTSIDE THE PROPOSED WORK LIMITS � "' � PROPOSED TOP OF �'ANK �� �� ��� �� �i.�� ROP�SED STREAM� IMPJ�O�EMENTS - SE� SHEET 3A �OR S �M�ROFILE AND ALIGNEMENT. � � � �` � �/�,��� � � � � SEE CROSS SECTI�A{��FOR�MORE SPECIFIC STREAM LAYO�'����� , , 3 � 780 � � � 776 � N 772 � N � N N @ N � N l[) � C � � C N � �'"> Z o V a � w � � o o � in o � v U �� � Z 76 C7 i� � °� o N Q ^O `° o r � � a a m � U �O � � ��� QI °+ pa� CC °C = � C� 764 � � ��� U ^ a W ^ _ �wZ V Ozz m F(�Q a Uwd � 760 756 752 750 NOTE: SEE SHEET 3A FOR STREAM AND 6'X4' PBCB PROFILES ;� � � � ,� � � � � � �, ��� 0 � � �� PROPOSED GRADI�+lG LIMITS FO � ,,�`� � ^ y��� c��c; O � � � � � ' S AM IMPfQOVEMENTS (TOP OF DITCH) �� � �r �` � j � � '' � , \ � � � � ! ; ', , � � � TIE TO EXISTING S EAM.=�� MATCH EXISTING BANK � �,��� �� � � � � � i � SLOPE AND WIDTHS AT TIE IN POI�IT �V�� � � � �' � "` � ��% /� � ,�� �, Y 5% ROP�ED BOTTOM OF STR�AM �` � , � �� �- j � � � � � \�� � �`� �� � � � � � � � �� � � �� C� �� � � � � � °���� � � � � NOTE: ABANDON WELLS (IF ENCOUNTERED) IN ACCORDANCE WITH 15A NCAC 2C STANDARDS NOTE: PARCEL 5 & PARCEL 7 PROPOSED POND SEE SHEET 3D z 0 � a � u � � 0 � w � o � w _ � Wednesday, August 22, 2018 9:38:33 AM soo , oo.o ' vc 6 PVI STA. = 7+50 PVI ELEV. = 785.08 BLUE LINE EXTE SION TIE IN POINT A.D. _-1.00� ELEV. = 789.47 MAiCH 7� DOST K= 9.56 STATION 8+85.38 EIiV. AT 1RYON 5T - ��. _ �sta HIGH POINT TA. = 8+00 2 CB-11 0 � � � CB-12 � oCOo 2.92% - � � � � � J p � V W � � � a0 + oN0 W > Zr'J% � 8 , - n1 . �A 1� W 3• / � - o r� �� o�o �- °i vi i ,=r� � � ONi N p p�p •-. . j V / �� 00 � p e 1� m i / � � . N 00 � r c0 •• m / �`m-' mN t0> 1� Vi- tOJ' � ��� u y U��J � OOQW �i 4 �� �" aQ ,w o RU��>. ._� 0 r� , � � ;:�' � c� F- � > � � � �r r� � Z f!1 �' Z � � J � - _-- EX JB 2 �I z � � � - � � - - � - - - XISTING GROUND -L- * ``'�`°� G � � \_----- _- R POSED ELEVAl10N -L- �� � � i i O > _ _ _ _ � � � _ k �� =r- �`�� -- - -- �� �- sr�rar-e+xs - �g%� � � t.a' �s _ - 42 �; �-�.� � _� `� � ` � I I m Q � � � O >C + .- � 6 � - -�� ��� I 48L OF 1�� RCP �• ' �5y° I l� � �' i � i 0" - I ,� �F �F -- � _ � 34L OF 15" RCP � 1. 0� 2 � 102LF F 24" RCP � 0.7 0 0 I 83LF OF 24" RCP � 0.87� U �� O O O(O N M Of N tA O� �`� � O c0 I� O O � N 1� r� a0 N t0 r7 1� I� I� � 00 � GO O� �� M� 00 00 � I� N� �t M � � a0 � � O N � M") N d' � tn N t0 �" ) n � CO �� � O � � � � � � � � � � � � � � � � � � � � � � �� � � �°�° � n � � � � � � � � � � � � r� � � n � � 79 79 7s %$ 77 77 77 ROFILE -L- v 796 792 r:: 784 78� 776 772 770 5+75.00 6+00 6+25.00 6+50 6+75.00 7+00 7+25.00 7+50 7+75.00 8+00 8+25.00 8+50 8+75.�0 9+00 9+25.00 i � �� '= 1 I = �, � � � � �� � ,�; z I 1 � � � Q��� II � �-!� I `\ ����� i�i�� E� � FHnJf lE ����I\ �� I� ',I � ��- o I I "��,°� � I � ROPOSED POI�D� r� ����F ABP,I�IDQI � �' � � SEE SHEET��3D' _ � � � � � �iI � i='W� K,� E�N ORR OAD EXTENSION ROJECT LIMITS �� I � u�� � � � P`��� �, s� � I '� I QT¢B BI�LT Y BLU LINE EXTENSION PROJECT ��„ ��_�� _ ��� � � �mI ��.� --�"- �rr°�� � ��2,3��w �_ � I �i� � Pf�rWR 0 CO TRUC ON ON ORR ROA EXTENSION. � ��- - � � �^ � � --��-� ��- �� 3 OF 30" CL III R .4 � ,_ �ti � � �u � ,� � �� � � I i �__,-_� _ � - - - �� � � ROP PIPE � G � , = � ��� ,, ' �,, � � � �_ � � � , TIE TO EXISTING � � � � �� � � �iI � _ � �, � + � � i TIE PROPOSED 30 RCP INTO EXISTiNG JUNCTION 0 ,, � �� � � ��� � _ _ I � t �� � � `� I � � � ��I I I EMOVE CONCRETE DRIVE PAD ,�' -- m I � � J� � ,, � i i� �� �`� � � � �� �^ -�- .� _CP � � �' � � ��I � : � � FO�� � � � � � CONCRFTE PAU � -, � � lI � Li � - -__, � � `� I I ,�,� ��� � I 0 NOT DISTURB EXIST. OUT BLDG. ii � � 11� � I � ��i � 11 - -�,�� ���_{% _ � I '�''�� �� � � � I � i � 11 �1 � �� �' � TRANSITION F OM 2'-6" CURB AND GUTfER ROCK CHIMNEY - CLDS 40.14 , � � I i 5� , ��' °` i � ���-�� � TO 2'-0" CU g AND G� R LDS 10.19 � �� io� H F o� � � I � �8;, ,qcP � -Y- �TA.1+22.81�2.24'� � % � Pii� � �_�� �_� � ,� OAK TREE IS TO BE PRUNED BY A LICENSE O � I ,, 'o - i I � �� , \ PROP G,URB RAMP �� ARBORIST TO PROVIDE CLEARANCE TO �� I I��i� i ATCFi T E�(IST DE AL - �� ���-, a, � ��` SEE SH�ET 2D ,�� THE ROADWAY AND PROPER SIGHT DISTANCE 089?030"I � �'��� � � � i� ��. - �s s Y�-� ��� N'n �� R�POSED ACCESSIB� ;i�A� S 10.31qra$c 10.316 TO THE STOP LIGHT AND INTERSECTION ,IA r"�ANTI�AL PA I�� � � ��ii� �i � � I_ �-� FE - u - I .B9 '�T. I I� Z I � / Description REMOVE AT7ACHED UE Height _ ft. - - � � 7� �� � I `� �\ �� I��� + 9• -�"^ ;� THIS 15" RCP WAS I °t�`� t' °� �� EXISIING DITCH TO BE FILLED IN �� � � �� � ATCH TO EXI� C 1 ir��c �v � `�.1�5 NnI��'TH T�`r�_>f�l � �� I���7 � o. '�' �� � PROJECT. FIELD VERIF L t7N BE ��� WITH SUITABLE BACKFILL MATERIAL - � '�� i � ii 9+25.22 L- � � ��-� ��,1 � ; ��� - � �� EMOVE �X1S14�15" RCP I- - - - �;T�EET � �i i - , � I�I �� p�o SAW �,CUT AND REMOVE � I 59.65' L�'. �� TI I � � � o `��'� � I I i ,',y �� �EqV�[ -MI-SNp��ASEMENT I w � � -L- STA.9+02.71 22.71'L �' I�I UF q \ �I I�� � i I� CONCRET� PAD AS SHOWN � �� �`�'` � �- � � � �� � I� � � � � " � + , t+$�� � '� R� orka�tE�ravE-ropDEftct3euNB E�EC-rn�s� - I e �.� � e PROP CURB RAMP � � �_ � - �rta � � ' \� � I � � � � ��'" • = _ _ 1 - � SEE SHEET 2E _= - +�1 I � I iU ��;� '\ I� I\I " �- i`� I- e- e -i � > �-� n A � � _ � �' , � -�� � I � � � � _ e ��.2�E � e �-- CD e - � � � � � '� � I �' _�� ; � � � - " �o � �ueFErE �A� � , -, �,. � , -'� � � � �` - ' � � � m ��`� � e TYPE II (MODIFIED) � �- - - -, � � ,HF��E, ' �� � � � �? i � L- STA.9 19.63 40.71 �" TF E� o U ��,,, I �.� S� � F �'��I r I i P OP CUR� R�ivIP . � ,, � Z � ,�� � � ��� � ;� � .1 .5 1 , � I ' F � F --� F F F �4°' Hn�ows�r�� / '��-"i, F° I I '�_ ��� S E SHEET�2E � �LL' ,' _ _ - , � .� F Fo � I c I F .�� �� � � OP R � n� � �, � i � .��E �� n� _ _ o `� � _ _ _ � �� _ � ' � E �'�� ' I _ - � '��"� `--� - - � i �,, ,=� �� �l ,,. 1 / � , - f_ i ��,� -� � - r- - UT - - UT _ UT V i z i-iE - , i � - - - - - - - - -- - = - - -- = _- - - � ��- � � - ��. � � � , A n cp ��r�n°�,-��� _� _ = � II - i'�l � � E T. _ _ _ � - = i ~�� _�� - � - , -- � , ; i r,i � - , � �- � -- -- � - - - _ -_ -- - _- �� ; �� �� I`. �' - � � �U � � � i - ��'� - �� - � �i � � � �� � ���� ��, � ,.,,: � � - -i � _ - _ - _ _ _ _ - �n � - - >� , , - - ���, , - , _ �1 J�� s _ _ _ _ ° , . . I � - � `�'� '� � ��, � -__ -_ X _ . �,. _' � �� -i � �� � � � � � � O� � � PROP CURB RAMP - - - - - _ -I - -� : ��,, �/� =t- ��1� 9+03.05 22.92�L � � � � � '� �i � � o �� - � - I I - - - _ _ _ - - _ _ - ' PROP CURB RAMP �'�' i 'Qg - � 00 - \� = � - i � SEE SHEET 2D I - O 1 - - - �- - � � . D - '� I I �- - o � . I � I w � _ - -- � � � I , o. . 0 , I o Q, ,- �` �" � CB-12 43.00' x POLE TO BE REMOVED BY �- ;"; ; ROP 6 Z`OI�IC -Sil3HNAl.I� -_---_ � I � E�OCA1jE PED SIG AL ~� S .5 I 93.26 21.62 L c 1 � � I I � _ � � - - - _ - - - _ _ � � � 9+35.95 -l- � � I I� " , + � � OTHERS (TYP.) - SEE U601 �� ROP 8' PLANTiNG STRIP - - - - - _ _ � - BY� OTH RS o.os' Rr. U PR P CURB RAMP � � I o .,% Y --� + � EE SHEET 2D ,��,��� �� �� �' �� DJUST MH � EXIST FUEL TANK =_' �� �� ROPOSED 2'-6" CURB AND GUTfER (TYP.) o � �� -' �� �, � Z c�o RELOCATE WV �'`�� U� � I I ��' � �� �� � HAS BEEN REMOVED `� '� � ELGYWOOD LANE -L- � ADJUST EX�ST M � I � Z �i ' � � � � I � � '- 5 75 +O�Y � 5 I 6+75 7+00 c; �5- , S58'22'49, 50 7+75 S+OOJ 8+25 8+50 8+75 � 9+0 � I�9 5' 9 50 � I � 5 "� o ADJUST 1 � E � � -10 � �; ``' -�,� � - - o RELEASE V VE I ���'� �P�� _ � , I � � G G G ��G�'C" v�- � � � �� . � ��'Y i ���� x � ,` ' , �j �� - � � ' �� ' i i END PROJ CT � � � � � � . � -� _ Y-WD-QD LA1vE -L,- ��� c �� � .�P� � � ���R�,� AD�IUST VALVE EP STA.9 56.19-L- ADJUST MANH L� � �� i� - � i - �- � i � � d/ � tO 34LF OF 15" RCP O 1.00� -------- - -� � -- � � o , j) c� � ��. , BY OTH RS `=' N: 556a7o.9 � ST . �9�5�-2�36'R ``' I I � CB-11 0 � � - - - - - - - - - -� - - -� � o - - - I '�' �'� E: �47t92z. 3 CURB RAMP� - � �� ��,pF.�' '� 43.00' � � � oo ADJUST VAL i I��� 'i � T 2D� � �� ��I/ I �' � `� � � � I / `� BY OTHE � ' ��� i `�� PIEDMONT N TURAL GAS ' ��� � . � `� �..X \i'�. a! \_!� '�!�...k �,. � � / � � � I OG - ' I � -�1,- ST PRO �CURB RAMf� � � � � I 'I� �� � 2 � STL � DE � ,.�G� ���� OE� � �� � � � � o � �> , � , �'i� i, -- '� � ����� OE �� I� E SHEET LE � I � G I� CA VAULT � � OE � � � , ,���� � � � OE pE � _�-- �E ��� � � � � i �0 Y �JTHERS �1� I 1����� � ��!ij / I�-� E CROSS CH RLOT o°° � OE-L �00-3Y:46'R ' '-�� i I I�I�`� '`� ,� /�� I ,� �I 1I9 1� TRAIL o E��_n��,�r�,�= �, I' �I � � � � `� � - _ I � I� PROP CURB RAMP : � I � '� �, ' TE � o ai � y� o ��, � ��- , �� � FUIURE � CROSS CHARLOTTE �a+aa.ss -�- � � � � � � �, ,� � � � '� E OCATE PED ��, � � ��, � / _ - AIL FUTURE CROSS CHARLOTTE TRAIL ae.so' RT. � �. � BY OTHERS � 4 r ; l � j,� �; ; � � . GE ' �' I;-L- STA.9 28.37 51.00'R � � o � / '� `` GE _� I � � � �� �� PROP CURB RAMP -P oee�ia., � / l � � , ----- ---- - ----- KATHeIRI�IE h4. W!S -i - - _ _ _ _ P�a�vr r � ' � SEE SHEET � � � -- �e nGPe; c ;�i � �7,� GE , 30p DAWN ,_IRC't i � ��I� I �i �' � G -� �� � � _J / /� � � "` � G ROP ' C L o � , GE GE I�, -�� , � � �� r- � � � r i�i � �t53 F UTURE BACK 16 � � � , , � � ,� � ,��� �, utnity ow r Ho. � �i I � �I ' � � � � i�r T(7�Hi TO XIST CBcG - I � I i h - Deacri tion � F CROSS CHARL TRAIL � 10• w� 'i , i� � � - �� /� ��� � � � � ' �w a' � ,�� � �' tachment Duke nergy-ft. o7ime� Wa�m�� �� � F _ MEANDER SIDEWALK ARO D EXIST POLE � �� � � � ����� � � � , � � / � � � � � � Hetghta ❑ Tdc7 �.-{t. �'i� 46.7.2-1t9 8 'l�lity Own -No._� F � � �' F . �'E � F F F � F � �� C � I r�i,-� ns� ���� }� � /� � �� � �' �� � ❑ OT �fy�t RA�a-ft. Deacription �-�ft• � ttlit wner No.- G HAS BEEN DEMO HED � � � � ' �'i � Q � I �'n �"�R�N ""' '!;r ��� ��� er �� ONo OYea Attachment uke� Height R. � 9 35.22-L- o� ' " � P SEE SHEET 2A Hetghta p 7de7 ������ ����' � e � � � '�� � � � � �ia �a r� cir.�Fr [_ � � � Pro�o d CUT _ft. FlLL ��j� '�7 �g,g7'� A achm nt �qu E- S6�t md'oUBR. ND GUTTER TYP. � �,�� - , � , , a - o �- �, � c � , � ��� �� -� s .� ,� �� �9�s� �,// ���> � Rema�a nu. u D o aHo ¢t.fb�M 10.25E �ete s o�re�r _rt. ootnx =� I � � �%` � OCDO _ft. OOther _ft. � � iY � � ,; ��_� ��, � � � =�/ Pro��e -f�'� �� �l.�E�) � oNo Yes , 6' NC SI A�K � �� � ' _ ' / ��� o s OPO D 8 PLANTIN Ny� ownerouKE ENERcv H,. � � � i �- ��,� �<.>� p �/ ut Iky_ ner No. _� PROPOSED 15" RCP INTO EX�$� Pro os$d ft. � � Fll� � „� a �� � � �y � � / s �g • ight - ft. (1 , �� '% U I ' � �� ° e Deacriptton Height - . ��� � �i� �i �' A CH TO E ST SIDEWALK �� ��1� / �� � At a�i�i _ft. OTime Wamer-ft. -. � Rem s Attachment �Duke Energy_ft. OTlme Wamer_ft. `�' � �`� __� ��`' _�� �t� 2A �-ft. OOther _ ft. H/� F' V� E�Y W. (� (�i IJ C, I � /� ���� �) NT Hetghts � ATdcT _ ft. OOther _ ft. � � W Ifi� I I- ,�'� � ���� � �5" RCp� � ❑CDOT _ft. �Other -ft. �Lil_IISE G. %�ULH �CDOTOYee ft. OOther _ft. � � i� ��i � � :'�� '��� � � � / - - STA.O+��S°28���04'L I I iI i � ���� �� �� � �� P OPPq°� B9�d�. cuT - �t. FlLL C� � 5 43 4�P G�-2 �J ROPOSED EASEMENTS FOR CR SS���L-A�f�• �tR4�- � Flu. w � � ��- ��� I�� � a�� G I l / $ 2BROP LIGHT POLE '����� I �,InRTH TFYOI�I ��TREET ROP 6' CONC SIDEWALK PROP LI(�IT POLE � � I �� VI ���a Remarks w � I- + I� W , � I q II �L 'L'uy � lI� � � � �� �y <<r ,� � � �_� I ,� i �, � , � , � 11' I_ � � 5 OI� ° N O N � � N � � N � N oD N l(') � C � � L � C`') (p �- r (6 M �`'� z o U � m W � � o o � in o v w .. � z (� � � C X Z �Q � o a � � "a m } � �r U � O � � d C7 � � F�z �, F a c7 � � � oxsW � � azoa � a �W�' a =,�Wz v ozz m }c�Q � � c�wa � O � � 0 :- m � ¢ 0 0 z A � >- >- o � m m � � o � d� O �' j � J � N� � � a � � � � a. � � � a � � a. ¢ � Cn F- W � O � Lc] _ � Wednesday, August 22, 2018 11:58:36 AM GENERAL NOTES A) ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITIONS OF THE CHARLOTTE DEPT. OF TRANSPORTATION(CDOT) WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.), THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.), THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT) SUPPLEMENT TO THE M.U.T.C.D., THE NCDOT ROADWAY STANDARD DRAWINGS AND THE CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. B) THE CONTRACTOR IS TO NOTIFY CDOT IN WRITING 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES IN ACCORDANCE WITH THE SECTION "APPROVAL AND NOTIFICATION REQUIREMENT FOR WORK IN THE PUBLIC RIGHT—OF—WAY OF THE W.A.T.C.H. HANDBOOK. C) ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CDOT; PRIOR TO REVISING TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS, THE CONTRACTOR SHALL NOTIFY THE CDOT IMPLEMENTATION SECTION MANAGER (GUS JORDI / 336-7086) A MINIMUM OF 30 CALENDAR DAYS IN ADVANCE. TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVISION / SHIFT IS COMPLETE AND READY FOR ACTIVATION. FOR NOTICES RELATED TO SIGNAL WORK REQUIRING NEW UTILITIES, REFER TO PROJECT NOTES. D) THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. E) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL W.A.T.C.H. DIAGRAMS OR STANDARDS BE USED IN ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS NECESSARY TO COMPLY WITH THE CONSTRUCTION PHASING OF THE PLANS. THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE TYPICALS AND/OR ROADWAY STANDARD DRAWINGS OVERLAP. F) CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL CREST OR HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET. G) OFF—DUTY POLICE OFFICERS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER TO BE PRESENT FOR CONTROLLING TRAFFIC DURING CONSTRUCTION HOURS. H) THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL—MAINTAINED SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES. ON CONNECTING ROADS, ALL BARRICADES, SIGNS, WARNING, AND/OR CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER. I) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE REQUIRED SIGNS, BARRICADES, WARNING, AND/OR CHANNE�IZING DEVICES ARE INSTALLED AND APPROVED BY THE ENGINEER. J) THE CONTRACTOR SHALL CONTACT GUS JORDI, IMPLEMENTATION SECTION MANAGER (704-336-7086) WITH THE CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT) TWO WEEKS PRIOR TO BEGINNING ANY WORK THAT WILL REQUIRE THE RELOCATION OR PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES BY THE CITY. K. THE CONTRACTOR MUST MAINTAIN DURING ALL PERIODS OF CONSTRUCTION ACTIVITY THE ABILITY TO FLAG TRAFFIC USING QUALIFIED FLAGGERS WHEN NECESSARY OR REQUIRED L. THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND ADDRESS CONFLICTING PAVEMENT MARKINGS IN ACCORDANCE WITH THE SECTION "TEMPORARY TRAFFIC CONTROL ZONE DEVICES" OF THE W.A.T.C.H. HANDBOOK OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ANY EXISTING PAVEMENT MARKINGS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. M) THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT UNLESS OTHERWISE SPECIFIED IN THE PLANS, PROJECT NOTES, OR BY THE ENGINEER, N) CONTRACTOR WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR PROPERTY THROUGHOUT THE PROJECT LIMITS, INCLUDING REASONABLE INGRESS AND EGRESS FOR BUSINESSES. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS. 0) THE CONTRACTOR IS TO NOTIFY (BY MAIL) ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE DIRECT ACCESS TO THE ROADWAY WITHIN THE PROJECT LIMITS A MINIMUM OF 5 AND A MAXIMUM OF 10 WORKING DAYS PRIOR TO INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES. NOTIFICATIONS SHOULD INCLUDE CONTACT PERSONS NAME, TELEPHONE NUMBER, EMAIL ADDRESS, AND MAILING ADDRESS. P) THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK DAY (AT A MINIMUM) TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PROPERLY. CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING AT ALL TIMES DURING PERIODS OF CONSTRUCTION INACTIVITY. Q) DURING PERIODS OF INACTIVITY OR AT NIGHT, EQUIPMENT SHALL NOT BE PARKED IN SUCH A MANNER AS TO BLOCK SIDEWALKS, TRAFFIC CONTROL DEVICES, OR THE MOTORISTS' VIEW OF TRAFFIC. EQUIPMENT SHALL BE AT LEAST 10 FEET AWAY FROM THE TRAVEL LANE. R) WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION ACTIVITY, THE TWO OPPOSING DIRECTIONS MUST BE PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE USED FOR THIS PURPOSE DURING DAYLIGHT HOURS; REFLECTORIZED CONES OR DRUMS MUST BE USED AT NIGHT. TRAFFIC SHALL NOT BE ROUTED ACROSS THE CENTERLINE DURING CONSTRUCTION INACTIVITY UNLESS PAVEMENT MARKING CONFLICTS ARE APPROPRIATELY ADDRESSED AND AGREEMENT ON REMOVAL OR NOT IS WORKED OUT WITH THE ENGINEER IN ACCORDANCE WITH THE SECTION "DURATION OF WORK" OF THE W.A.T.C.H. HANDBOOK. IF THE ENGINEER APPROVES TRAFFIC TO CROSS THE CENTER LINE DURING CONSTRUCTION INACTIVITY, ONLY REFLECTORIZED DRUMS MUST BE USED. S) THE CITY ENGINEER OR DIRECTOR OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OR THEIR APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP ANY WORK WITHIN PUBLIC RIGHT OF WAY THAT DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR REQUIREMENTS OF THE W.A.T.C.H. AND THE M.U.T.C.D. UNTIL SUCH REQUIREMENTS ARE MET. T) ADJACENT LANES TO CONSTRUCTION ZONES MAY REMAIN OPEN IF LATERAL CLEARANCE BETWEEN EDGE OF TRAVEL LANE AND E UIPMENT IS E UAL TO OR GREATER THAN 2 FEET INCLUDING WIDTH OF DRUM . IF A Q Q � ) DROPOFF EXISTS WITHIN THE WORK ZONE CONTRACTOR SHOULD FOLLOW THE SECTION MISCELLANEOUS CONSIDERATIONS OF THE W.A.T.C.H. HANDBOOK PERTAINING TO ADJACENT LANE CLOSURES DUE TO DROPOFFS. U) THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN A CONSTRUCTION PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN SEQUENCE. (EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO PHASE II; THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE I). ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN WORK TO BE PERFORMED BY OTHERS. V) THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN ANY ONE DIRECTION. W) CONTRACTOR SHALL NOT BE ALLOWED TO WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN THE SAME AREA EXCEPT WHERE THE ROADWAY IS DIVIDED BY A RAISED MEDIAN. IT WILL BE ACCEPTABLE TO CONSTRUCT BORE PITS ON EACH SIDE OF A ROADWAY FOR BORING UTILITIES UNDER THE ROADWAY UNLESS SUPERCEDED BY ENGINEER TO COMPLY WITH PEDESTRIAN REQUIREMENTS OR LATERAL CLEARANCE FROM TRAVEL LANES. X) THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE SECTION "PEDESTRIAN CONSIDERATIONS" OF THE W.A.T.C.H. PROJECT NOTES 1. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS. CDOT SHALL PROVIDE AND INSTALL ALL FINAL SIGNAGE. 2. CONTRACTOR SHALL ONLY WORK ON ONE CORNER OF AN INTERSECTION AT A TIME. 3. DURING THE HOURS OF 7:00 AM-9:00 AM AND 4:30 PM-6:30 PM MONDAY THRU FRIDAY CONSTRUCTION OR MAINTENANCE WORK WHICH INVOLVES CLOSURE OF A TRAVEL LANE WILL NOT BE ALLOWED ON THOROUGHFARE STREETS EXCEPT FOR EMERGENCY SITUATIONS OR WITH APPROVAL FROM CDOT. 4. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE STREET AT A TIME, UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE BLOCK EACH DAY IN ORDER TO DECREASE THE AMOUNT OF BACKFILL. TRAVELWAY 1 INCH � WORK ZONE D ETA I L A N.T.S. CONSTRUCTION PHASING . ., . . . —�� ._ ^ ._.— . .,. ., i" _ ._ .. .. r"., — .. ._.. .,. , ._. � I ` _ _ � . � � � .�I _ _ �- � ( 1 `, -,: ( . ) � � . - � ( . . � � . l ) �, �� �. � l ( �, � ) ��. � � ', ( ) � .., i � � I � . , � T �-� � � � � . �. � � r� . � . � I . . � � . . A��C I TII_ f I I.A_ P��A�_ P�A�L A__ _ I_T �� I_ I W III�� _ f�_ _ IC W I PPI_I� TO THE BE�:IP�Jf�IING ��� W0�1� THE AF'PBOACH W,'�RI�11N�' Slc N�, SHA�I BE P��CED Of�l AU'�TIN DG., DAWN CI�'���C, Af��IC� C��=�YWOOD �A�JE Af�ID -�1�IA�� ����CNIAIf�J II�J P�ACE l_if�ITl� ���I`JSII;UCTI�-�N IS COMPLCTED_ FI-IA�E II: T��IE C�f�ITRACTOR �HA�� CUf�JSTRUCT PAVEMEI�IT: CU�E� :� GUTTER, D�AIf�,IAGE, -IDEWALI�;, ETC. FROM N0�T1� TRYON TO AU'�TIDJ DR. U�ING DIAc�R�,MS �}4 AND �9 OF TI-IE WATCH HANDB001�. THE NEWLY C�P�..I`�TI��ICTEL I�C?AD �HA�L REMAIP�d �,�U�ED AI''�ID LAC�ICADED Uf�JTI� A�L PHASES ARE CQMPI ETE. PI IASE III: THE C�NTRACT01: SI-IA�� ���_�f�l ��TI�.UC I�AVCME�JT, CU�B &� CIJTTE�, D�AII'�IA��C. �,IDEWALI�, �TC. �RC.�M DAWI��I CIF:C�E TO AUSTII�I DF:_ USING DIA��RAMS #4 AND #� 0� TI-IE WATCH HANDBOOK. THE NEWI 1' C�=�P��.ISTf I_1C'TED P.OAD ��IA�L REMAIf��J C�C)SE� AN� RA�'GICADLD Uf�JTIL A�L PHASES ARE COM�LETE. Pf-IASE IV_ THL C��NTRACTOR SHA�� MI�� A; f��JEE�ED �_�i��l L AWN CIR��LE APJD AU'�TI�J D,R_, II`�I'�TA�I ASPHA�_T WED�ING AS NEEED Ol�d DAWf�I �-�IP�_��, PAVE EN IIR�E JC�B, AN� PR�E STRIFE A�� PEPMANENT MARI<ING. ONCE PRE ��,TRIFII�,IC HA�: CEEN APROVED �Y CDOT, �II�IA� PAV�VIEI`,IT MA�'I�<II�JG AI�JD �'AISED PAVEM�f�1T MARKE�� :I IAL� I�E If��I�TALI ED. A�� WUI�I! �I-IA�� GC DO��,IE u���N� riA��AM� �4 A��r �#�,� • • � I � ■ � i ' � � o �� f_ ' -n� ''� �' ;.= �� �•� W ti� � � ��, .� y ■1 ��.� Q 1 '. R�.� �,.,� � � TYP� I�I l��F��1�,��� � r� � � � 0 � '� �•� i : �, � '� "� '� a� C'� � `� � r I1 i T � �� i� � - �i�=� � b� �.�� � � � v r�� �--�-1 ��� � �:� ���� �, � � =� � I L_ I�� i'�� � I � �"�.� � � L � � � � I � �I � � L L i� �fi �� � �� i �E �� ��� �►� � I�� I =:.� [.� ��� � � � � P�� fi r'��,� � �:= � �ai �� ��� ��r�F � ��r�r�rF R�ai i �� � F� DIAGF�tAhA 4 WORK A�REp ON S�iOIJLDER (MINOR ENCR�3ACHMENT QN PAVEMENT� L :i1`uMS I Ht FAt TAPFR RUFFFR Im1_11Ya TAPFR � Q= ��� tF�f V��1.4 ;,�5��:�, �3�, ;� hl�_TE5. 1. `_:F'A�-.FL'u =i A" N.I�, r]H LL�u ;�;�nc rv� F-�u � �s n� r H r�gppriN3;1-aGR1.PH GR�?.U?RE : T5'PEIII'ud.RR'C%4,DE^hE�UIRELz�tiT.li.li�tr�� 3.NOACJ4ANCEBSI,^�MhG@REO�IR€UIFB' �FA"tiKE�_=i:LEHFt�h.:c�51.7R'�,V1,iIVEG FRCM �.zOGE C:F Pl&VFM1�N7 = �N [ W I' X'A'YnTI NG 5h"' � Ilh a' dF 1 H F[ DG[ �� F VI" 6ff NT T� IF „p�la; ;EAT LrW f �H�l� I. f1 fiF [ I 7�[O Tb TRAfFIC lJ4M; CeTWFR APPI I��,AI F 71pGFARiS I1Nl.FS� CRPqhC UR tiFiUR:INC o5 JSED 5 iF 81}SE I.ANE IS PRESEViTNc PRQ�� CLb5UF1E LS REOUIRE� USIWG SIGNSANG CnRES �1E=ER 70 JIA=RaR1 31. D�/01�7R1�IM 9 2 WAY, 4NE LANE TRAFFIC �F�AGGER CQNTRQL) \�'�s . f'I'....: W`!IJ r�:;=i�,:, I F U Sc �j W.4: L�GEN[� a CQPJE5jDRUMS I--{ T'YPE [(I BARRIC.�4Uc T 51GN5 ��—�� LWO�RK F�REA � aaRotiv Par�E� .. ,::'I.I 7 � .� = e ;� �. : ■ 2� _�` , r,-r. ���i'At�IN. T'L(°ER irny -pp i[io' c�� I� U; '2�C'i (20l]". �" �,I.:�`15'ji „�SC'll �,f5511'li �� _` � * � � � � �.> __- - ���_ r, :- 1 SpA N <° IJ P.I � OR 4.0 ,S fae::NCM-�e a,as ni PN i.{Sf'AGIN51�k-AOh1.4'.M UR"..ICqiE 2'BU'FFE?2 SNALL E�E4D BAGK TO THE BEGINh,NG OF THE �: U�fJ'e OR HIiLL'� PRGV1�iE ADEOUATE SIGh? OISTAtd�E FGR Ti NE Af�PkGA•�HIMr; TR,R.=F'.0 �.ON LON1I��OLUAIc, RESIGENTIPL STREETS WNERE'HERE ISADE4UF7L= 4S�F1'�LI i°, ASIMJGLE �=LAC,GER POSI I IQNE�AS Si10WN MAY BEhCCEt>T�BLE. a. �F W.3RK i5 NATHIN F0� t�F.ay NTERSECTin� gEE 6+aCRA41 ,tr OR ii s ir mr.r i�,r�r is Prarsrvr rf r r-ieo=rn r.i n�:!nr s zrc7uinr� �.:sirv- �-c,r�s A"dG ;��7ivES P.e=ER-6 GIp�S�i�tlti �� LE�END [� CONESJ�RUMS �---� TYPE III BAR,R]CAPE T si�r�s �/� LVdRK ARF_A ��'" FLAGGER n 0 z N 0 N � N N @ N � N l[) � C � � C N � �'"> Z o U � � w � � o o � N o v w � z � o °? o m Q � o r � � a a m U �O � a c� � ��z W ~Q a (n � ~ J °� W � Qzo�+� � Q Uw� =�w= v ozz m } c� � Q � �wa m V � Z= —o / y N Q � � i 3 � � 3 � � Q � Z� — � � >- m � H ¢ � J � � W �— Z � � � U � p w z � U z � � ¢ a � w � � � � � Q I � � ► ► r7"' � n w 9 0 � a. a Q Wednesday, August 22, 2018 9:38:58 AM � � � �j ��;� � ` �� � � �� \ � ��� � �T� �� � � � I % / % � � / /�� / /� / � � �� / "' / � �/���� � � � /� �� /� � / / �j � / // , / / " / � � ���i i / �� � . � �__ ��! i � � , ��� i �� ,,�`� � � i �� ;; �. � � i � , ��� � , rf� �� / , �, `\\ J'I // / , /; i '/ R1-1 30 x 30 36" DIA. NOTE: CDOT WILL INSTALL ALL PERMANENT ROAD SIGNS AS SHOWN. CONTRACTOR SHALL INSTALL ALL PAVEMENT MARKINGS AS SHOWN. THE BLUE LINE EXTENSION PROJECT WILL LEAVE THE FINAL 1.5" OF SURFACE OFF FROM STATION 8+85.38 TO 9+29.87. THE CONTRACTOR SHALL INSTALL FINAL 1.5" OF ASPHALT BEFORE INSTALLING PAVEMENT MARKINGS AS SHOWN. 1 � � SYMBOL DESCR1PT10N STRIPING ITEM (TI 4� DQUBLE YELU_�W �II'�.IE ��� CUU6'LE YELLGW LIf�JE (THEF'M�_�PLA`_ 11�=' — I��O MILS) � (TL� 5" SOLID WHITE BIKE �ANE LIfJE 6" ��OLID WHITE EII�'E LAI��IE LINE (THERMOPLASTIC — 120 MILS1 �T� ��" WHITE TRANSVE��E LII'JE ��� WHITE;%YELLOW TRAI'�1tiVEP,tiE LI�JE (THERMOPLAtiTIC — S�0 MIL�) �TI<) G�� WHITE IvIINI SKIP U�JE 6'� WHITE MIPJI �hIP IJNE (THEPMOPLASTIC — 1?� MILS) �T�� 4'� YELL��W MINI SKIP LINE 4" YELLOW MINI S��I:IP LINE (THERM�PLASTIC: — 120 MIL�1 (TV; �" CF.���SWALI, LII�,IE�� 8" �F'OSSWALI: LINES (THEF'MOPLASTIC-1Z0 MILS) P1 RAI�ED PAVEMENT MA�'I<ERS RAI�ED REF� ���TIVE PAVEMEI��T MARI;ERS (T,AI����FfJT� �0� O.0 ) iCU�VE�� 40' �.C;.�) (YELLOW%YELLC�Wj O`,4., ST��P RAR --l" ST��P BAR (THCBMOPLA>Tli:;-1:i0 MIL>1 I_Ig R1GHT TURN ARROW RIGHT TI_1��N AR�'��W (THERMOPLASTIC—"120 MILS) JC� STRAIGHT & LEFT TURN ,4RROW _-TRAI!=HT AP�,ID �EFT TUF'I'J A��OW C;UMBIP�ATION (THERM�_�PI_A�TIC-12� MIL�I UF BIKE �IDER & AP.P.OW 81k;E RIDER 8e ARROW ASSEMBL'r N O N W � N � � N � N oD N l(') � C � � L � C`') (p �— r (6 M �`'� z o V v � W � � o o � in o � v W .. � z (� � dj C X Z �Q � o a � � 'a �o } � �r U � O � d C7 � � F�z �, F a c7 i�l � F � otS W � O az�S � a �W� a =,�Wz v ozz m }c�Q � � Uwa m O � � V � � � 1.] d � O � � � � W � o � � � � � Wednesday, August 22, 2018 11:33:44 AM 0 �'�( )TE� i. INLET MA1P.�FNAGICE ,HAI_L ��E DO��UM��d7ED IGd Ft'ii,iECl LJC BOUh:. -. FILIER IYPtS �HALL BE AFPPOVtD Bl' 7Ht CITl" INSPtGTDR PRIUR TO I IVSTALLATI01�1. �_ FILiCR BA�_S MAY EE R_MOVED WHEN SITE IS STABILIZEJ �4� ' , n �; TH� iF f TI fd F TH N iN R. L �� E� 0 .. E E_ rCE 4. FIUC� 6A�=� �HALL BE REMOVEG PRI� k TO �TFEET ACCI f-iA�l�-.E. �_ FILi�F 6AGS SHALL BE CLEANED OR ECPLACED ON A RCGULAR "'��'`-' BASIS (NUT PE Mi!RE TH,�N H=.LF FIII_I �T ,aPdi' TIME1. E. FIIT�R EAG� �HALI_ Pd�7 BE ALU�WFD IfJ FkISTIfI� =1T'f ��R IVGUOT ROACS. � GHATE -� i" REBAR FnR 5Av . - f'EMOVAL �ROM INL[f� � ��� �a'�g�;��.: � / ...��..'� FlLFER BAG �� - �-fLECIpF: DI�MP �JOFS � CATCH � 0 t' MAX. 0 � TFE'_ P�;�.- _ Fi��eF; rna_;ic v�nw �` �� � �- . "n -t��;I�P_I N, _I E_'. 1. WOVEN FlLTEF FABF :. E USEC WHERE SII_T rENCE IS TO kEMAIIV FOP. 4 fE�',J� UF MORt iHAN 30 GA _ .. STEEL POSTS �HAIL BE �-��" IIV r.EIGHT AMC BE UF THE SF_IF-FASTF_MER Ah.:LE SF.E'.. rfPE. M11NTF��IAIJC� �!O1ES- _,. ruRN siu Feivice uP s�or�e a,7 eNo�. i_ Fi�?e� sn�RiePs sn,a�� Se ni,�ectEo sr THE Fwniaan�c R[�a N.�e_E FnRr� OR HIS ACENT IMMEQIATtLY AF tN EA"H PAINFAL� AI IC AT LEA`_-, DAII �' �:JRINI; . ]PAI'd�E SAFEfY FENCE IS P.EOUIREC AT BACI( '�F SILT FENCt WHEN GRAGING IS - R� IJ' RAINFA . AP.1' R�PAIk� �. �N4' A I il T r. P JLO �ED LL � .. EECED ..L 3E M �E MMEC Fl F.� AC'�JACENT TU SWIM BUFFERS STFEAMS tIR WETLANOS FEFER TO SWIM BUFFEP ( I- R(' AN:: IS "' R -. A I- 1' AT'i� i � f ' �;UIDELNlSI. 1'HE COL� �R E PE�E VED IOP VISU L DLN IFIC Il. ! J �. SNJUI.0 THF_ FABRIC DEf.OMPOSE OF BE.CME INEFFE,iNE PRIOR TO THE END '1 IP. A r N IT A A�, t i -. !', "' Ef V O�IMEM LL' SE S NE RE,_. OF THF cXPECTED USABLF. LIFF. AJC THE BARRIF.R :TILL IS NE_E�SARY, THE FA FI� SHA R�P A C PPJMFT ". 5 lL BE . L t L r - n _. L�RAI`JAGE kkEA ,AN N�T BE GREAitR iHAiJ 1 4 ACRE FEk I00 FT .F FENCE. � Il P =N - t i'i �' C F (' P i H i= 3 SEC MENT E 17�. L Lp bt �tM�V WHEN �EF �I .EA_H AP F]Y. A_; - _ f . P :TH� I -T X' f IT IA H�W I i H. � N THE HEI •HT F THt 6ARkIER 1N'r �EC'MEI`,IT UEI OSITS REMAIIJIi��� IN PLA_E 6 SLO E LEN � t;A� NU E I,ELD _R ER 5 C N N TABLE 6.ti2A N7RT CARJLI Fl EROSION ANC SEDIMLNT CONTROL PLANNI�I, At�ID DESI,N MANiIFL. A7ER HE SILT FE:I'._E IS R M lED �H4LL BE CRESSECI TU CUNFnRI�I TO THE [ I,TIN: 'RAD_, I F:craF � aidG SErpf_CJ. UC7 Nal IM � ALL �EGIMFM FEN�t P�RiSS _'fPEAMS, L�IICHE.. WAl"LhINAY� GR �THEk FlP�� � F .�,inl�Ellf Al'EL �Li�W- � E C T I�� N I I��J '�� TA L �A I I�� i'��,I �dOT I C� '��t�ALF • C T' � CI ARL T • CITY OF CHARLOTTE IY OP I OTE - - - - - -, - - - - , - �' � \ _ \ r ( � `^, � ( _ l ) . � � � � AI _h �A�IN UJ�EI I-F,�� �TI_ 1 v � , V S � � L LAND DE �LOPMEi T STAI�DARDS � LAND DE ELOPMENT TANDARDS ,T,, ,,,,; RE�. � ��� INCLIIDES CI{ARLOTTE ETJ j l_1. ��, �� INCLUDES CIiARLOTTE ETJ r�o i���: I. A STABILiZF� Ef-ITRAniCE �nD OF �5 Wn�HEI� STGNF OR RPu ���An BnLI.PST SHAI..I.. BF I.OSATEp WHFRE TRAFFIC WILL Ei�ITER OR LEAVE THE � NSTRUCTIOPI SITE OA)Ti_l A Pi i8i It STREET. _. FILTER FABRIC OR COMPA_T�D CF_USHER RUN �TONE SFIALL BE U�CD A.5 A �ASE FOR iHE CO�ISTRLCTION E:d1�ANCG. �. i'iE ENIT�ANCE SHALL BE MAIPJTAINED IPJ A OONDITfON WHICH WILL PFEVENT iFAC�KIMC OR FLGWIPIG OF SEDIME�aT n -i ir' NT f' I- IR Ti R I TI ' PAV NT. THI MA'Y R IIR P RI I T P R'7�I ' WITH A IITI �fA 0 JBL C S FE _ 0 EX S Nb EME 5 E(�� E E 7J l, � D ES> G OC 0 L tl F .! �. � � I "I - I^� i 1 ST_N_ AS C_IIDITICIN'� WARRANT AI�ICJ REFAIR �R CLEP,NOLT OF AN`( MEA�JRES Jo_C TL TRAP SEDIMENT. _ qnll' SEDIMENT SPILLED, DROPPED, WASHEQ, OP. RACKE� GNTO FUBLIC STREETS MUST cE REMOVED IMIvIEDIATEL?'. ._ WHEPJ APFROPRIATF, W4EEL5 MU�T 6E CLEANEI�� T� 4EMOVE SFDIMEPdT PRIOR TU ENTERIN, A?UBLiC �TREFT_ WHEN - r i i - � n � � -n WA' H fl R II � I N AfJ A I I I I IH H ' T J WHI H)F,P M_� I I I AN E(� REL T HAL BE DONE I AP,E 5 ABLZED W CRUS ED __� E . C I �_ � i c r c r F T F i i( 1 A FR�V-D E_IMEfJ BA�1N E STC NJ _].1 6. f CD:-T MP�f F_;.iil �E A STA�C4P.D CSNM R:IA� CSNEWAY (STD. 10.24 A Ui,2`,I T=� A'�FS� 1HE �OfJ�TF.'ULTI��fI ,ITE IF THt C'P.IVFWAY IS OP,I A THOROI�i_HFAFE } ...-._� MI.�!.: + II � 'liNu�_ S�PEET V� � I � C'.'I-rIrJ-, f�. .--� IN � i i- li � 7 i 1 i Ili-i � i�l i S-I-„�i-�''�. �- � NIflG=� 1��7f�ll IGII Il lni� -m� '�7� � ' -T- ���o ����� �� � i���- R��i- � �F-u u�� u. �Tn�7iii. n,N cnepi�- n i���r�-��= i�cEh ps �v�sHto �rrue � '�' w � �� �:'�-� .�- .�._� �;Fw� '!,Y ,�i , Y`�r fi%Yes3'r �-' ��� �� � � -. , ��rr� . . _ � ��U I I (J �(�ALF • CITY OP CIIARLOTTE � , ;- �, ,�- - � cm� ,,� :_. � LAND D�V�LOPMENT STANDARDS �, TI� �' I� I Z� D �_- U P'�I �� T i� U �� I I U P'� E N T G A N C E ,T� ��� FE�. �T� INCLiJDES C[{ARLOTTE ETJ 30,11a , 1.5' MIN. ADJUST AS NEEDED S � � M�'(����,���I� �I�._� � �I�(�� I`J�T T�i ��`ALE ��.�1�,A � OP, LAI E WII�ITER A(�ID =oi� nMEra��M�r,�T�: �P�Y >F'RIP�1C: F�����w REc��MMEr�a�nriori� cF �oi� rESTs �R aP��v st��o �eincRE cR,,ui�a❑ acRieu�ri_�r�n� uh�ESTur,iE allo ��o �e/no�E io-�o-�iu Er7iu«r� �EED�NG MIxTURF: MUL�H: RY� (GRAIN) - 120 LB/AS'.RE APPLY 4,000 LB�ACFE STRAW- ANCHOR STR�W BY TACI<WG WITH ASFHALT, NETTING, OR A MUL�H A6dNUAL LSFEDE7_A Q<OBE) - 50 L5/ACRE ANCHORING TOOL. A DISK WITH BLAUFS SET idEARCY STRAIGHT CAN BE USEG AS A MULCH ANCH�iKif,l� ��i - - - ,�i T i � l 7 n OOL � �.M I AlNLAL Lt_^EQCZA WHtfV LI,RA. LN UF TEMPCRARY COVER IS NOT TO EXTEND BE':�OND JUNE) M,4IPITEf�IANLE REFERTILIZE IF GROWTH IS GIUT FUI..I." ���EQUAI� RESEFC, fSRTII_ILF AND MUl_CH IMMfD19TCL.1' `OLLOWIIV�; -- - nr. `z.tEUING DAIES ERGSION OR UTHER CAM _E JAPJ. 1 - MAY 1 - - A iJ S' �) r . �OIL MENDMC T_. F_ P '�UMN1Er;. � � r- - �� - i� � i � � i,. ,ii i� i . iiN FGLLOW REC�_MMENCATICN� JF �01� 1EST5 (,F AFPLY 20LC I_6 A_RE GRUUID AGRII,_LTI.FAL LME':T_ .F � / S�E�ING MIXTURE- APJD 75D LB�ACRE 10-10-'10 FERIILJZER G�P,MAhI MII LET - 40 LB�ACRE MI_IL�H� (A SMALL-STFMMED SUDANGRASS MAY BE APPLY 4,OLlD LR/ACRE STRAW. ANt_HC�R STF.AW BY TACKWG WITH ASPHALT, NETTING, OR A MUL��H '�11 II . F F ` _ LST UTLI AT A RPL 0 �0 LL/ACRE) AIVCHORWG TOUL. A DI51< WITH BLADES SEf PJEAP,LY STRAIGH7 CAN BE USE� AS A MULCH ANCHiSRi�lG T001_ �EEDIf1G LIATES MA1' 1- AUG. IS MAINTENANCE REFtP.TIL2E IF GROWTH I� f.OT FULLY ADEQUATC. RESEEq FERTILi�F ANU MIJLCH IMMEDIATE� �i FOLOWIP�I�- EP.C��dON CJR OTHER DAPAAGE C Sni� aMeNOMEivT,: F�_�I��- �A,LL. FOLLOW P,ECUMMENDATIONS OE SOIL TESTS OF. ,1FPLY 2,U��0 LS�ACRE i3P,UUPIG AGP,iU_ILTURRL L�MESTIINE ANC� ip00 L9/'ACRF 10-10-10 FERTILIZ-F. SEEDING MIXTUP,E RYE (GRAIPI) - 120 Lf3/ACRE MULCH: AFPLY 4,OU0 LB/A.;F` S?RAW. AIVCHr�P ��TRPW i A�:I<:R�a � W�TN A=�r�\LT, r���IN�, i'iR 4 MUL�=H ��FI IfJ� DFli �� ANC�HORIPVG TOOL A Clhk WITH BLADES _.� I PdtAHC' �TP-,AI_Hi L:AN �F USED A�� P. MULCh ANCHDF,IN�� i� __ �: - �_I"C 30 TOOL MAIfJTENAIV��t�. �EPAI4 AND REI tPTIL��E C�NPtED Ar;r,Gy IMME TEi '. TCP � .� WIiH � Lt�/ACFE - IJIT ��. E��l IN MARCH_ IF IT IS �IE�E-z5A r i�i EXTENC TEMf'OFA• ._OVEF B�"OfdU 1�1,� 15, UVER`.EED WiTH `., I.��'/ACRE I<C:BE I EJFEDETA IN LATE FE6RUARY OR EARLY MARf�H_ rOB 4�DI110NAL WFORMAT10�I, FEFtP TO NCCENK ERUSiON AND SFDIMENT CONTROL PLANNIPI6 AN� L�E-1GN MANLIqL (E�CPDM), SECTIO�I 6.10. rOR PEFMAN�NT S-ELIING SPECIRCATIONS, WCLU�ING SEED F�EL� PREP. SEASONAL LIMITATIONS FJfi SEEDING OPFFP712hIS, IH� FlPlnc .-.;;�q�jE� r F�FTILIZEP.S. THE IQN�S DF SEED, APJD THE RATE� ��F APFLICP.TION GF LMESTONE, FERTIIIZEF, AI�ID SEED, P,FFEF TJ fJC� I1 �',FCM �ECTI-��� L�I AbdD THE LHARU2TTE LAIVDSCAPE CONSTRUCTION STAN�AR�S SECTIOfJ C1�2L10 SEEBING ANL1 SLCDIMG OF TIiFFuFA�`_'. • CITY OH CHARLOTTE - „ ---- - - - �, c� - � ,_ ,, � __ i _ LAND DEV�LOPMENT STANDARD� ) �( ) � , `���(� � )I - r I- I I I �A��� INCLUDES CHARLOTTE ETd T � M � � � A G � � _ _ I I . � � � � � � L _ �- �� � i R�y_ SAND BAGS IMPERVIOUS MATERIAL % WATER LEVEL I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I�I I I-I I I-I I I-I I I -I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I � III III III III III III-�II�III III I�I �II �II III-III ; �� ��� ��� ��� ���-���=���-��� ���-��� ��� ��� ��� ��� 1' MIN. j� II1=1I1-1I1-1II=1II I-I I I-I I I I I I-I I I- =1 I I-I I I-I I I-I I 1=1 I 1=1 I I-I I 1=1 I I I_I-1 I I-I I I-I I I-I I I_I I I-I I I-I I I- I I I I I I-I I I_I I I-I I I-I I I-I I I-I I F ii-i i �-i i i i i�-iii_i i i_i i i iTi- - ii iii iii iii-iii iii iii-iii ��_���_���_���_���_���_���_���_ ER❑SI❑N C❑NTR❑L C❑��ER DAM -1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1= I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I = I I-I I I-I I 1=1 I I I I I-I I I-I I 1= I I I I I I I-I I I-I I I-1 I I-I I I-I I I-I I -I I I-I I I-I I I-I I I-I I I-I I I-I I 1= I I I_I1 I-I I I_I I I-I I I-I I I_I I I-1 I 11111111111111111111111111111111111111111111 -1_r'1 FOSt B� MAx SiC _ Pp:.r wiFr ��aau� I II I I _I I I _ , wiRE Ft�cu,ic _-_- -- - -- -- / � - � FiLiER FA6P1�_ 1 ::: 1 j r- �. r;:. J � �: �. � ��- K.� _ _ _ ` � I _ __ I c.__,''" t , I:_ � I' . J 1 .I, �.; /� / p, wnsHEo sr:.� �r N � ;� . sa�r� .. r ` �: i -: w�v� �-e Fs.. . �'�7I+� � 4 L`�,-�. II ���{f �\i 4�-, Y'-� � i II _'�, I` 1i � f- �L W, .5� � � I � "��- q._,�-�-��.� �-���--� . r+�i'� -�;r� ,ru i_ - � �F� i _ �_ i ,`_7 L kl-. i ( I� - - _ _ ,���. _ t�trf �tF = := ' I I'Y � i1' i �` -' � �1=71m u �-i�" � I - i_ �Illill � II��-111� II�III��11,1� I I���I��-III II �'I�I �� IIIII �� Illilllllllllll�ll .I�IIIIIII�IIIIIIII III Ilrlll III� III-III II IIL-III III III I�III IT= i I I I I I I I-Jll I I h I I C-I I I I I I I I I-1I i I I I I I I-� I L f I I I: I I I I I I I:I I I I I_ T� "" -- III III III III II1=�"- �II III-III !II II1=1II III 1II =1II,.II' -"_i i i=1 i i- -" -i I 1=1I1=1 I 1-i �- t.ENLRAL I'J�TE�: �� I WIRE FFNCING SHAL.L 6E A MINIMUM OF 32" IIJ WID'TH ANCI SHALL HAVE A MI�lIMVM OF E� LINE WIRS WITFI 12" SiAY SPAGING. _. WOVCN FII TEf F4BRIr FE USEU WHERE SILT FENI�E IS TO ftEMAII'J �OR A PERIO� OF M�=iF� THIAM �0 �FY�. .�. STEEI P���T� CH4LL BE `_�"-0'" IN 4EI�HT ANU BE nF THE SELF-FA�TENER ANf�E STEEL 7YPE 1_ WIRE rtN�ING SHALL BE AT LtA.ST �10 GAGE WITH A MINIMUM GF 6 UNE WIRES WITH 1�" STAY SFACING. i t. - MAIPITENA a E NUTt�-�. I� S T I 5. T,RN _IL FEIJ�E JP SLGPE AT ENGS. 7- FILIER BARFIER_ SHALL B IDdS?EC � �t' THE �IP AIVrIALLY �'F IJCI@L� F'��i`.' OF 6. WIRE ME�H SHALL BE MIIJ. 73 GAGE WITH MAXIMUM 12" OPENINGS. HIS AGENT iMME�IA�L" AFTtR EAtiH FAIIVFALL AN� .vT L:A�T CAILY � kING F, l(: P F A.^ ' I F OL N ED .AIN ALL. AIV'i REP IR� NEECiED �HALL BE MFlDE MME�HTF_LY. - - - - - il � rt �l - �� - 7. WIRE ANG WP�HtG STONt IS RtCLIkED Tn eE �H.WN �N PL4�I5 FT THE T E_F SL_PE� - I � T f1C ('.� -F I -Itl` Trt T '�F �- i!' ��HI.JLC HE FABFiC LIECOMP__E OR SE_]ME INEF ECTVE PP h HE END � fREATER iHAf,l 10 FEET VERTICAL .1 S_lPE � ) v - - . . - i !'. ' T F TNE E PECTEO U�qBLE LIFE AI'IG iHt BAPRIEP STII_L 5 NE_E�SAkY H_ FA4RI�_ 5. GRANGE SAFETY FENCE I$ REQI�IRED AT BACK OF SILT FENCE WHEN CkACIN_ IS AD,Iq(;EN7 �HrL 9E P.EPLACED PP.OM�TLY. T" W F S S i F R i' ' IF R f, I 1 i= U 5 IM BU FER_. STREAM_ OR WE LAN�S (RE E 0�WIM EL FE .I.I�E�NES) HL COLO� ORANGE �5 PESEftVED FrJF VISUAL �DE�aiI���AiION OF ENVIRGNMENTALL'r SENSITNE �EGiMENT DEPOSITS SMOULD EE FEMJVF.D wHEN DEP� �IT' FEACM NqLF THF_ HEiGHT q��� fF THE PARRIER. AN't �EDIMEfJT DE�OSITS REMF�IMII� iIV PLnCE AF�'ER THE SILi FFN�F IS FEMOVED �HaLL. EF DRESSF� Tp CONF�PM T„ HF FXISTiI'JG' GRADE, �. GRAIIJAGE AREA CAM NOT 6E GRFATEP, THAIJ 1/4 ACRE PER 100 7 OF fENGE. p�-F:��REU AAID �EF_DcD- IU. SLOFE LF��yTHS CAM NGT EXCEE� CRITERIA SHOWN IN TAHLE S.52A NOF.TH CA�OLIIVA EROSION ANO 5�.11MENi C9MnpL GLANNIN� ANU QESiGN MA�IUAL. I 1. DO N�I MSIALL SE�IMtNT FENfE ACRU S�TR[AMS, �IITCHES, WHTEfWAI'� n„ OTHCF �a�ns �� cQNcer;rRnre� ��cw_ I�l(_1T T�� '��:AI_E • CITY OF CH9RLOTT� i (^� ' ) A, I� I� H H LAF � � i - LAND DEVELOPMEVT STr1NDARDS � � � �/��'( 1I'/��-' ,I�I ��� ��._� `;-,,;�:;I��. �E- [NCLUDES CIiARLOTTE BT1 �� CITY OF CHARLOTTE � � LAND DEVELOPM�NT ST�NDAPD_ cr�n�u.oi'��. �� � INGLIDES CHARLOTTE ETJ I�,��1������� I<EY'; ANCHGR MATERIAI_ AT 70P �F SL�FE. �IERAL NOT��: LAY DLANKtTS L005�Y AND STAK� ��R S�APLt TU MARVinIN L'�IkE�T C9NTACT WITH THE SOIL. DO NGT S��EEiCH. � i F =u' � < LIP4 N N_ HOWN ABE _, MINI UM MPNUFACTUI,t_ M PROC�I-i; MAY HAVE AUC�ITIOI+IAL kFrUiREMtNT"' THAi MUST BE MET. SLOFE SUh'FA�E SHAL RE FREE Oh Rl7�KS, 59IL CLO��, �fICKS, 6PAS5 MAT�RLANI �.ETS SHALL HAVE GOOC� 5011 .�_NTACT_ Tr+E oErn�� sH�wN is Fo� s�oFE MATTWG- FVP CHAPJhIEI. OR PIPF i�1�TFALL MATTING SPECIFICATIONS, PLEASE REFER TC NCESCPDM STANDA-�2D #6 1 AfJD MANUFACTUEER � GUILLI�IES. i � FAERIC: 4' AQOVE SVi iF,CE WATER. - KEv�ANC.HOP MATERIAL TO TOE OF SL��FE. EM�Af�,II�;MEI�JT MATTII�IG DETAI� �APPROVED DEWATERING BAG DEWATERING BAG 1 � S�OPE ,� �,; '�;�;� .��,,�,; ,,�' �8„ OF #57 STONE ER�SI�N C�NTR�L DEWATERING BAG P�(JT T� ���-�I_E 3�.�._70 0 u ���I�E�fiL I���f_1TE__ �i. RIF��'A- �I. E TO BE DESI��I�ED C��' ENr,��d�ER. 2 CHECK DAMS MAY BE USELI IN SLOPING DITCHES OR CHANP-IELS TO S�OW VELOCITY OR TO CREATE EDIMENT TRAPS. - I (" � 1- \ I f I' I - � ( I' . f': . � I XI . I . . N .. , H.. � I ' _ C UP- T AT MA, M M SPA.IfJ� LL WC_il � M � II� i� �aF �HF NI�STF�AM DAM AT iHE "�ME EI_E�ATION F�� THE I�t>WfI�Ih�EAM f1AM (�FF_ DIA,RAM E;N.,Wj- su_v e eia il�_n�_ A MAXIMUM SPACIIV� �B - -ui�u�u= � =11l=JII�IJI_III=111=111_III=11[=111��11=111=1V=111_ � =111 J11=11 ��__--111= A AP-1D B AP,E AT EC��_IAL ELEVATIOGI'�� �� �.P()�'�'� `���_.IIU�'� I li I- =W- - '_ ii ili=�", lfi � � _ �'�,- . f'I. .' - �,. MI�I. _. - -� II IV, _1i - '� ul=, - ,C7', _ _. i III�\._ lii= i�.�- J t � �.,C ' - �' �I=1W_ � n � �� "1 �-•� 11 - �" . - lii- L - _ _� �,- x- - ( - � � �� �- ��,- � i �� �,-�� 3 _ �. } �-4 : ��� . ����.. - � - :r`y I -is��,= . - � ,'�1?�.)" - I -x�� 4��- � - \ � , �n_ - 'r _ r?�.� - � -1 : � - -q-� - iLTEF �.LGTH � - �' � �J - _ �' - li'= - ��.,'�{��. .,1��� _ _ -1i "t�i - ;1- - _ II1 �_� I li II ill II �It �I�i_i II �i'1- nr_ i -r PL ��� • CITY' OF CHARLOTTE � V , , � LAND DE ELOPMENT STANDARDS Cf�na�.o1'1�. , I INCLl.DE5 CIIARLOTTB ETJ rrrcW i�IOT T� S�A�L - � -., i � i , ,; - - - - � f`< i - '( 1' ( ' 1 � l �E�I� _i, ,i 1 F_ _I _HE,_�. �,���� s�� � � k.�. _n �o I , _fFEL F^ST � ` MAk. - r�t� -��st w .. _ . �.iuo -� �. _ � �� � - wieE Ferrcm�e r - - __ _ _ 1..._ -�-I�I-I� -- � , _ -_1.- -- -- - _ _ - -v�LTERFneRr] _�+,=K�-�. . ��. � �� - - �I : .�„� -�--� -1-=. :� - /, . :'. � � � �., �s.T� � �," jj5 WASHED STJ�IE �� _ +% - -� - ���v ri -� _ „ .. \ - .-:.. �r �. r .-' --•f��',�'�". _ a. w. E r.f_R F^aai�, 1 `I - o �. ��: � l �. \ . �. a � �: :''i I i ' . ". -, � . � � :_ , .... ., . .. r , -' . .._ _. �-� T ,.... _.. ' ._s.-L ' � ._` _ _... _ �. a. . P.. , i F .-r . I � f 'I'.'. rL�'iW '..I .�.. .1.:�.� rt-=.r''- '�, -�:-r �„--,-�-� i, '�.��:.J �i J :p {I - r j';c; / � f �'1� � , �r � "'��� � - ,i , � - -..:ii m- �i,� �_-C� i �� I, i. - l7 . I�_ � I__ ,I�.., yl �;��1�. �i �_ a11 = Q-m� I Y"lY�"�"" _ - _ .`I11='"It= � ' � �II�Id�"�f' - I a �' I I.. � I I I I'��� I I I I I I I I_ I I I I I I . _� �III �� � - _ III_IIL I I II III � L.11 I I...III II �� I �.. I i I' II III ..I_. II II_I�� I.II.... I� II III.�-III. _ i. ._ I_ �.II_I I.II _ I� II �III�� IIL._ I___ a mw. - - - - - - - - I1=1I1=1I1=1I1=1I1=:1I I. I L=''J I-1 `.I I1=1I I-1 - - - - - -Ill�i III--1 = - - - - - - - _� i. I - I- - - I - �- _ -IIIII�II � I����I- I-�I�-I�-III.-III-�II-� �-Ilf =II�1� Ililllll I'llllll� , _� i _ i='�. i i=1I i- .. �- I I I_ -1 I I-i'� i . -. �,_ GENEkAL �101 � �: I. WIF.E FENCING SHALL BF A MINIMIJM 0_,".�" I�� WIGTH AN� �HALL HAVE A MINIMl1M ]� o uME WIRES WITH 12 TA' �FAr.�ry . L WGVEN FILiER FABRI.; BE „SCD WHERE SILT FENCe IS f0 REMAIN FOR A PCPoOD OF M!�P,E iHAM 30 DAYS. .�. STtEL PO>IS SHALL BE 5'-0" IN HEIGHT AND BE OF TNE StLF-F.4S�ENtR ANGLE STEtL il'Pt. 4_ WIRE FENi�I�IG SHALL BE AT LENST jf 10 GA�E WITH A MINIMUM OF (� I INE WIRF�. WITH I?�� si.sr SPt+CuvG_ MAINTCPIAGI��L PIOT[;- 5. TURN SILT FENCE UP SLGFE AT EiJDS. 1. FI�TEP, 3AFRIEh�S SHALL EE IMSFE-TE➢ �=r iHE rIIVAPJ..IALLY R P.li �IBLE -.4PT" OF �. WIRE MESH SHALL BE M�N. l3 GAGE W11-I MAXIMIJM 1Z" UPENINGS. HI� AGFN IMMEL�IHTELT AFTEF EAt,H PAINFALL.vNG HT LF.4.r,T JAIL' uU�il�� p�`fiLONGED RAINFALL. ANi FlEt�PJRS NEEDED SHALL 6E MA�E IMMEDIAT�Y. 7. WIRE 4fJD WASH[Ci STONE iS REGUIF.FD T� �[ ��FIOWN ON FLANS A7 THE TOF OF �.LOPFS GPEATEP THAN 10 FE� VER7ICAL (2:1 SL�PE) SHI"!ULC1 TNE FAHFIC CE�GMFOSE Ch' BECnME INFFFE�'PVE PFInR TO THE tN� rF Ti�F E�K2ecrEo u�nt� iFE ncvo HE eaR�itr� s i�� is NECEs�c,rzr�, THE Fnarzic - - - sHn�� eE ,zEFui,�Eo FROMPn_r. a_ oRnnicE snF�� FENCE is FtawuEo ar ancu ar s�r rENCE wNEni �RnoiN� is r,��r,r_Enir TO SWIM B iFFERS STFFAMS GR WEiLA�DS (HEFER TO SWIM BJFfER �JIC1tLINeS). iHE SEDIM�NT CE-051T5 SHJIIi p 6E RE,UOVEC WHEN _EPJ'_.RS RE � - GOLOR RANGE IS RE�ERVCD F.F ViSUAL IDENTI(I.,nil iN JF Er�vIRONMENT4LLr SENSITIVE ' 4 H HAIF TH HEIGH� AREAS. OF THE 9ARF.IER. AN EGIM_Ni [�J T, F�MfI IN� IN P A F ��FG THF ��ILT FtN�E I� REM�VFJ F'A L C_ C�kE T�_ ��ONF'F:N i0 TH tX TI'dl nkA�� E, 9- GRAINpGE dREA �AN MUT pE GREA�R THAN 1/4 ACRE F[k 10p FT Oi� FCNCE f'REFAR�f] AN �`��S�E�. 10. SL�FE LENtTHS CAN N�T tXCEEG CRITEf-:IA SHt7WN IN TABLE 5.b2A NORTH CAF.DLJNA EP.ncl�l�l ANL� SECiIMEN1 CnI�ITRJL FL4fJNIIJ� AN� CESI<�M MAt,IUP� 11.D0 II T I�1. ..i� SEL�IMENT FEIJ t. F?55 �TP.E4M5, CiITCHt�� WA�=WAY' UR �=7HF� ARE4 JF - )Ni�E�ITRFTE6 FL�ivu ��QT I(_7 ��_/��F • i -�, - - rir� oF cxaKLOTTE I-�� I�� H I-i A�� r\ �; D c�D�i - � LAND DEVELOPM�NT ST9NDARDS _ - ��T�' INCLUDES CHARLOTTE ETJ T� M� U�� R Y �� I�T r E��� L� L ti0 n�� q� o GL�JLt=AL �Ju i E�: I. RIPRAP SIZE TG BF GF�IGGIEG Nl' ENGI[�dF�R. -. CHECK �AMS MAY BE U�rD IIV SLOPING DITSFIE'� o� ci�ANi�i��� Tc� s�ow v��ocirr oR rt� �_REar� SEDIMENT TRAP=,. ,,. F_NSIJRE THAT MAXIMUM SPACINi� EE�WEtfJ DAMS PLACtS THE TOt UF THE UPSTREP,M DP,M AT THt SAME ELEVATION AS THE i�OWPJ�7REAM DAM (SEE DIAGRAM BEL�W). CU+55 B RIP m=!I�-�i�-���-'u-n1i__�-- _ MAXI�4UM SPAc=1Pd�= _ , _� i>-iu=�u_ui_ui_ iu_ ui= n_ r=; ��, �_ ��=„�- �,_,,_,�,_ ,- A ArdL� F, AF?r Ar E��� �AL �I..EVAn�=�ra�_. � CF'055. `E��TI��N M��� �,,,,-���-� o . � ''.�a- - _���,� 1=L1i=1 �� 9" MII! f �-,.q � il �IV, III _I\i- � - ��,���� �-� x -� � �� ,, � ��`-�`���'�'��-�����=� , _ �nn 4.� �� 4 � � �'„- , `�� r--- -z �� �_ �, -�.��rEF ��.,rH ' . - ��^ -_��, 7 � �,��, -'_ ,�-, � ��, _���- �a u:'i�„_ ,__ __ �ri Ard • CITY OF C'HARLOTTE �� LAND DEVELOPMENT STANDARDS ��TE- INCLGDES CHARLOTTE ETd Nr���T� TO ��CALF I� IVII�'�.�F;��'''1� �''('-?(_ I`, �� HF (, i�, �_%i�\�.�I so. dn �e•e I �U.10 , N O N � N N @ N � N l[) � C � � C N � �'"> Z o U � � w LL .0 O � � r � O lJJ in o v Ur N z �,/� � Qj C X Z F�'�I O cE � � L LL � a ^O a N � L � � ir U O � � a� � W O z � � � � � /� � � d - F�I � O � z � rti Q (') �1.� � a = �wZ v Ozz m } (� Q O �z� a Uwd � � � � � U � L�] � � � � � � � � � �' A� �'W � � �A Da O � � �A �O �� � � O� O� �W �O �., �O � w� w � � N w V o V w � h� h� Wednesday, August 22, 2018 9:39:18 AM � � � � / \ \ �Z�� � / \� \ ���'���— — �A \ ��� �\ � � \ � �\ �\ \ , � � � � � \ � \� /\ i � �A �� �' �� � � �� ��� VA �i �� �� �� �Z V� �� � � L � �i V ��` �'j � — — — — 1 ��� � �� �'�� j x�c vouw� �' V ��� /� � ',.�� � _ _� �� y�, � ��� � W� \ \` � �_�1��, ,��I _ y�/ ��' j w Js � /� o i� ��;� ����—�� #4 �Eena Fr�?No /� �� `� � S �� AT � /I � � � / / / / / � � � � , i � g5 � �� /��� ����� ,/ � ���� -� b / / y�} ��JM���;� � , � � � / � �/'� / / / / '\ � � / ��%�� F�\ I I ) r, � �: ,- � '� 1 \ V C, ,g /"�� IR� �E ���71372 �)� la�\' � �i � \, _ — " ��5 \\ irr�,� ��-� �l, � , .� ��O-'a�\\-�1�`�-•�� ��J/� ��/ � o , � � P -- — _ � ��� �� � _ � �_ � _ �, ' � o � p§ATE ���71r`3 �� �J�� \. - — — _ - _ mr�y�` �� ����� ��� F �, ��i�no� l�`�� �� � � � � tz �ij � � � � �,,--, � , , �it , / \ k _ _ - ,�� , ----' � , -� � " , �, � � ,q � ���.��W,,�� � o W�� � �.P� ,� ,�� \ ,/� �� V - � — � � � � wc�� ,ao� � �������' ��� �� ��\ ---/� ----' `� � � \�-- ,q� � � o ���� � , � � � � � ��Os � _ — � � � � ��� � - �is ` � - ;� ��i _ _ � , ;,,,�;,,, "� , � � � \ � �, ��� � \ \ � o-VlCJt' 1- �w. � iP; HPF� \ �... � � frrq�p �N ' -w'_ �T,�� c e�� �� �'EA \�� \ _ � / i j�,� / W � % � G' W � �� � , =� ,� / � - � y �,. % � � _ , _ ��_. —�" . " ��S3I� , � ' �-� , -� � � � X 1� �� — p��"� , � _ - � . ' � �� � ` !���i+ � � _ � _ � � �-=' ;� � , � x i I � So� � . ` 3 � ��( � �� �� I � ` ;� � � I y .�. � � i/ Y y �,,,4" �iHFDW��- . y, � �� � � ' // � ✓ y/ Q � .� � .�� y. X _--- , � ; �� �r — ,�� ` ° i � � � I� ;=� i� y � � �,a ----- __ , ,� ; � ,.� � � � � � w � � / y � „ ` // „ " Y � ` � t\, � /� � ` � y � � "' y y " � y I X ; -'' ��� � �� � � � � " � W � � � � ` " y � �- � �-y � � " � � � _� y . � � - �� � - ;�i / �'� � � ' � � / /�' / / � , ;��� �' � % / � � � / � � � � / ylCs_ji�/ `/ ,--- ar —, � if�� � --- � r MA�E�I `�� t�� — — \ �' / �j i' / /AP�P�I.�FA`'��GI� , f�} '\ ' / / � � � / `- (pFF pB � � �\ \/ X � ����I I VA �_�� RrP�e \ \ �3 �=E�R � �3 REBAR� / / / �, , � '�\ � ����c � �+ ..�,�, ;' -,,� r d�, H; JF' / \� �,AI�1����7 3 ��� kien uvv w=�r� � < w� w=��y < wv ��7� . V � �C�� / �% �� i� �> �% / ; � �, ` � t�,�?lc �ii,b ;R,r.P� / i/ ��� irrv �u ������/ Rj � � h �,� s R� � j � V � � � � � � i i� �'w ;a % � � �� ?'i� �'J / \ \ ���� / / � / /"',.% �g, !"lf / //� �4� �o�i�l=�-/5-53 � � �' � � exis� r.e GkATE=}�/M12 �� i INV �N-����4.1� ��CPI � wv��x- / �`� c�% ,�� � ���,�� � � % m �;�� � � f i � 9� i � � �; �;� � i �, ,,,.40 g �� ��,, �1 � i ��� / �� 5 �' �� � � / < � � � / �,� / � F, �. i � / .\�� , ��$ � ii , ��'� � � � / � ,�p�,' tE r �VIlIA6��.3'q/��1 � � �Nv DIIT=� 6� •)� � � � � �� � �-�-�' j ; j , �� � �' � \ �� �� � �, �_ �� \ \ � P�c� F�UIilL1 ��1E�IT1 F �, ,.p�� �Pt� �,�, ,_ .«� �6 i���� _ �911 I�I�P� � �a. .�irrr / 4 � �, `_ F P/,41N �PL / ��� , � �� � i y � ' � / J� � ,' �� � i , , , �,i '�p � i i \ p 0 000 � �o �� � END� � � �' �, , � � , � , �, � /s,��� � � � ' , \ � � ti � � / � J � � d �U�� � / /� � �r'%��/ � � , /� ��� ��� i ��r,l � �' � �, � ���% �-� ��� � ^� �� �� �? � l��/Oil� , � � i i �/lii i i � liil � �`��a^ � i �° lr� `' � � ' lril � i i�� iiiG' �rm � � ; ��� l � ii� % `�� � / i��% /`� `� � l ;ii; � l i� i7i % / i � i,,, ; � � i ��i % l l � iii; ���� �� i/ irr;, i� iir � / � i iir, � i i9r % � i i'rr l ��, � i iir % � � � � /%/ % �� /%/i / � // � %��� � ��� � / � � ��� / � , l' , � : irr, � S N O N � � N � � N @ N N � �C � � C N � �'"> Z o U � � w L� � O o � . . in o v w � Z � � yj C X Z ^O `° � a '� � a m � G� � a � � � �°� QI °+ Qa� ~ J °� W � � Qz� � Q Uw� a = ,�wz v ozz m Fc�Q a Uwd � Q [ � � U � � � � � m � oll � � V o 0 'tw- Q J ;� � � � � v ^ C] W _ � U � a � � � � � � I � I� N � � O `� � A p �" � � � O � O � � � � � O � � � � Da w � � O � � w � � � � � W � N N w V o V w � h� h� Wednesday, August 22, 2018 9:39:35 AM � 0+5244 -L- � I_ � � , I �� � V � � � � \ �� � � / / � � � 44.85' RT. � � � �� ���� Utility O�vnerDUKE ENERGY No. 5+40 � � � � � � � V // _ � � G �> p De cridtion uGHT POLE Hefght _ ft. � ��� � � � � ��� ' � � �-: � At chment �Duke Energy_ft. OTime Wamer_ft. � � i � � � ��� �� A �' � � � � ' � � �� � (� � `� 2 � � � � (� A ts O ATdcT _ ft. D Other _ ft. � A � � � � � �' �/ � os� / \ - ` � E OT _ft.00ther _ft. i � �� �_ ��� � " c �A � ot�� / � NAWAI_ M HC_�F'I� IPV� � oHo Yes �\ A �� � �� � �� i / � �� � � � � � � \ DE3 179�h� d \ �� � PC F8 \ c e— . CUT—ft. FlLL i � / � i � �.' ��� r r ��' J ' l' r� ' � '7 ' L- V � �/f � � �_, � � � --'-� A l_I �, TI ��'�� D K I VE marka ��UGHT POLE AND OVERHEAD LJNES �� ��� � A . � � � _ �� _ — � � 4, 1� �1��?� /� /�� F � � � + ° � , . _ � � � ��� � � � ���----- � � o � _��� - W�. � _:�E i� ,�,��-,� � �_ � , . _ , , - , � � , . ,, , �- cA \ � � � � � � ' `� ' - _ w j � � `_ Ox _� �� � _ 'r � ��� \ ��� � ` � — i< � � ' � �� � a Q w � . � � �. � �� �' ��� ��� � � � � \ � � i � %�� a �� � F �`�� � ._ � � � �� � � � � � � / ' C � � � ��`.� � � � � � � Z �� � � ,,;, � e � �� � �x � � �- , � ` F � � � _ �I � 2 � �+pp 5+�5 5+50 � � � \ � ��� � , �� � � , �. � �� � ,�� �;��,�� / � �� �� DA �`�i�� � � ��� F ��� � �� '� / � � <:�_ F ,� � ��ATHE'�I����t� ��.��" ��� —�i �/ ��' P� , �� � � � � � '� 9� A � >P�G � �'� Q „ ' � � � _ � _ R�2�p 00 ( � � � �� ,y � ,� �c� aj � ,` � � � �,`' _ � � �5.39 � � � �s, o e �� , � g� o � �'� � � F I k5o > > � � , � r� � � � ; � 1�, sa _� '' �/ ��'�� / / x) � � �� �.�� �" �i � � � �"�� � � _ _��J DA,UVP��.I �_Id�-�E � �. � � ��� / , � �i S F � � - �ti � � V - � � �� � � , - - - � �k�� I � � i � � ', � , O � � �, � �� F � � � — OE � OE � , 0+5�.�7 -� " � F ���=�� �'` � " �" � � O� 44.04' t�T,: � � O �� � ttiirE _�i�- �'I � � / � , , , � �� �� , � � - � `` I ��� _ ,� • ' � � � N� _ _ � � � , � _ , ��, _ , o , �„ �' � — � ,- �, , , � L , / � � p� 1 �� � ' �v� - u / / � e t: ��, � ; `h / / ��� � �� x - � � A� � - - � - - F -� ; < � � ,,.� 1 p0 I � � / � , , � , � /�- ,,��.�� � "i O .'� - � �`�� \ o ( , . /. _ _ _ � ,/v� � , - � F � , ��w �'3 F �\� � / i �\ °' � ;_�=� � � �:;�"` � � � F —� � , �� � �� � /, � �/ , � � '` � ��'� ,s .%P� co�� o /,� �'/ � � ' � �'` � e �Q � � ��!�` ��� . U 7�',� �,.� � � , � G ;��/ � � ���� ,/ / Tp � � 1 7 ,�� � �,�� � i�%� �� � �, / �% ��7�` �. s �� ` �� o � �� � � ' �, J� �� � . , ,, -/ > �� � �, � ___� , � � / ; �? � �.� � ��P / � \ �, � o � � �-. � � � �� �� � / _� � o. �` � � � � �E X +'� � p O� � �� F��� SO O � � � / � '� � ,<, pE ; � ._ °' I �� � �� � o _ �; � � �� � ; � � �; �, I � �� /�' �- ��) .��� ,i � � � m � ..��� �,. � �� � � � � ; , �- ° ,`%� � � �� � ,� � , / �. 1 �, � s , �� , � a i�� �;a �� - - �> / Uttlity OwnerDUKE ENER(3Y No. 1+03 \ pE �� -� � � � � �` �� � � � � � �y�_ � - ; ' i y? DeaCrlptlon LIGHT POLE Height _ft. 0 � ' � � � ,'\ � , �+ ' • �', � � \ � � z Z � ��'� � _ �_r'' > i 2 ' � � F ��� � l,� , � � � , � ,� i ,. �� � Attachment �Duke Energy_ft. ❑Time Wamer_ft. � \ � , ��'� � 2+25 ° 2 0 � � `P � � _' _� � Heighta ❑ATdcT _ft. ❑Other _ft. �_ ',c;s- �j41' _ � � _ _ _ _ ❑ CDOT _ ft. ❑ Other _ ft. � �� ��/ � F�` �2UO pp, o OF y �� � � � � , // � �f 1 ¢ � � � ONo OYes � �; ., o �lOf � �"L � ` �D � , ;. O � � � � � y ' i �� T�1jQ P`�` �, ' � W � � PrO�ade — ft. CUT _ ft. FlLL 1 �;�� �� 32' _ � �� � � i �., % v � / / � \ i — �� , Remarka PROP UTIIJTY POLE ,��� � . �� � � pE �� � �� � � � � � � � �� �� � � e �� � Q- y � _ � � �� �i�o / � �� _rl�'� '' r�" ' C y 3' � ° �;��- a�� ,��- �:�� � � ; %F e v���J rr i P�,- � ; : , /, ' _�,�, o �� ,� ,• , , . . , , � � ,;� � , - � �>�` �, � � v , ,� , ; r / \ �`�� �, o � �` ' — - , � -� � / �` � ,� - — J - � , � F ����%� �e �� \ �` � �� � /� � � � � �` F � �c�o� � � o � , - ii ����--� F ����/ � ,� � � \ o ��`�� �. m � ii �; " '� � F �_ �"' ,;, }� � �` � � � �i � � � � � � — � e �� �. i;� / � � � � e �° � � � ; e � > � > � � \ . � a� / � �� �� � s � �` � � /'� �� � � �� �jp� � Utility OwnerDUKE ENERG�Y � No. 2+94 � � � �, �'� /i� � ` � � � � y�'�� � _ Deacription �IJGHT BOLE Height — ft. �` � i ,���" '" Attochment �Duka Energy—ft. ❑Time �Vamer—ft. �� � � �V � : � `� �' � " ,�jP Heighta ❑ATdeT � _ft. ❑Other ft. �` � � a���� �, �` �,% �� �� �` �P` � OCDOT —ft. ❑Other �'ft. , �P � � � � � : � �' � � � � � ., /❑No DYea " ��� � . � � �� � ,�j / � � � ,. ���� � Pro�oaed R. CUT _ ft. FlLL � � ,�. / rade — / � � � � � � � �` �� � R�narka PROP UT11JT�f POLE � � �' �' � � � � � i �� v� � � ��� i� ������ �, 0 �' �i � ���;Ci - .,� � �� ��I�I � I t D ` � �I % 9 � ; I-_; i , � _ \ � � ��1��1 � i � � ' �� DA ':I � i � I[ (7 � ' \ �' �-� I � _,�.. re E(�� G �� 1 � \ i �'i �I r �� I � ,> ', z � � ���I r�l — — � - ,��_ � �� „ �� � � „_ �� i � , ,� � �� � �;; I —I =� 1 0 1 �I � I I � D � � II � ' �� �� � � �i i � u � 5+75 �+�0� I i I E� � �� W � �� � i------�- �/I/ � �� �� �l � / = 1 U�Y OE, - _ = pE � I ���„� � � ' - �Eyl (�`�- � � �,�'r � S � I�l � � � � I � �E � � / , � , -;, �� � , � O %i �����,_ � � ; , � K�7HEf�tINE M. WIS01 DB 17986 / � �� ��� 3G0 �AWN CIR,�� E � ;I �� � � � , \ , � ; ' ,' ���� // I i/ I � , �� ,�� ,z o � �i i � � �A7�E���� h�� ���,,, �� �� i i, , G� ,s9,�,P�, - � � �,ir, o� �i ag=-'� � / / � "� / CR������ / /� % , t,"'" < � � - � s,-.� l_i�� ^ �X � —� —'-- �—�- � 9„Lc� E L—'— — — �. ��'_� UTE ' V� I 5�5 ,�, - �--r���� _ 5 �z8 6 � �— � F e �. � 1 � // — � � -� �n � � .��� F e � '' � i �� o — � F 2 � (f) �,��� , — �/ �a� o I F ' �j � � e � � � � , ��� //F �� e � � ��" ,, —I /' UtilitytiOwnerDUKE ENERGY No, 5+15 /o � � Deacriptfon U�T P�� Hefght — ft. `��� � �° F Attachment �Duke Energy—ft. OTime Wamer—ft. ��z�' -� � Hetghts OAT�cT —ft. DOther _ft. � OCDb� —ft. DOther —ft. - HpqD�,���oD � ONo �Fea ; ' - � ��-� Pr osed �, CU� ft. FlLL � � � �_� �rade — \ O �� Remarka PROP UTILITY POLE j � � � -��� O -` �` ;;,� � � � � / � � / 0 � J � � % �_' �_ � �� � �` � � � � ;� KATHE�INE M_ �` \� �� / WI �OR �` k� � � � � � DB 199"IO�P(; ����"I � � ���°� � � 316 C;AWI�I CIR��I_F a� � � � 1,P' � x � � � � � w�RE � � FEN�E _� � � / � — / � O / N 0 N � N N @ N � N l[) � C � � C N � �'"> Z o U � � w in o o � w .. m Z � Q � yj C X Z ^O `° � a '� � a m � G� � a � � � ��� p� W o a �n ~ J °� W � � Qzxs � Q Uw� a = ,�wz v ozz m }�z � Q a Uwd � 0 � a � U � � � � m w �- 2 C� O � 0 N II � � � Z= � Q 3� ay a �i � 0 � 3 J � Q � Z � �L � � � � O W �--� � � A� � �� O O a' ,� � � � w� �� � � � w � �"� � � � W � � � � l ' w `� � O � O w �/�y, O h�l r� Wednesday, August 22, 2018 9:39:49 AM Wednesday, August 22, 2018 9:39:59 AM Wednesday, August 22, 2018 9:40:10 AM Wednesday, August 22, 2018 9:40:20 AM Wednesday, August 22, 2018 9:40:30 AM Wednesday, August 22, 2018 9:40:39 AM Wednesday, August 22, 2018 9:40:50 AM 784 780 776 772 768 764 784 780 776 772 768 764 780 776 �%2 768 764 780 776 ��2 �6$ 764 s• � � � -80 -80 -80 -80 -70 -70 -70 -70 -60 -60 -60 -60 -50 -50 - 40 - 40 5+50 � � � � �- � - � � ' • N � N • ' � � � � � � � � � — � -P�— � i� � � I� -30 -20 -10 0 5+25 10 20 30 40 � � -� � �r' � _� � � `�' �ri � � �ri `�' � - ;� � � � � � � — -30 -20 -10 0 5+00 10 20 30 40 � � � � � � � 3 � ,� � � ' � � � .1 � � � � � � � � - T' - � � - � -50 - 40 -30 -20 -10 0 4+75 10 20 30 40 � � � � � � � rri � o o � r� � _� � -� +�?- - - � �-� ' � � � — '� � _ : - - -50 - 40 -30 -20 -10 0 10 20 30 40 5� 5 5� 5� 784 780 776 772 768 364 784 780 776 772 768 �64 780 776 772 768 �64 780 776 772 768 �64 3 � � � � � N O N � � N � � N @ N N N l[) � C � � C N � �'"> Z o V a � w � � o o � in o � v U .. m Z �j Q � Qj C X Z .� .� O cE Q � � O L � � d a m � U �O � � �°�, p� W o a �n ~ J °� W � O Q z US � Q UW� a = ,�wz v ozz m } c� � Q a Uwd � z 0 � a � u � � 0 V � Z C �O � � H a� o� i _ o °� 3 J � a� z °� _� � � � � O W '� O + A � `-' `r' � � ��"l O 0 a v � �� �� �� �+ � � �� O� �� � �N � � w � � M w � �'-' � O 1 , � I�r Wednesday, August 22, 2018 9:41:00 AM 784 �so 776 ��2 768 764� �� 788 784 78� 776 ��2 788 784 �so ��s 772 784 �so 776 ��2 -50 -50 6+75 � 788 N O 00 N 784 N . t[) � . N � � � � � � � — _ � � � 780 776 60 �2 788 784 �so 776 60 72 784 �so 776 60 72 784 780 776 sa72 - 40 -30 -20 -10 0 6+50 10 20 30 E � �E�.�T �J � �����' �'E�E E�'� ��.�E 0f� � Y � � - - o - - - -_ - � - - 40 -30 -20 -10 0 6+25 10 20 30 40 40 50 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 6+00 -50 -40 -30 -20 -10 0 10 20 30 40 50 5+ 75 E � � � � � � � � � � ,� � _� — ��� —� - � - - ,� � _ — �� _ �,� � �� _ — — �_ :� -70 - 50 - 40 -30 -20 -10 10 20 30 4� 784 �so 776 772 768 �64 3 � ` ' • � � N O N � � N � � N @ N N N l[) � C � � C N � �'"> Z o U � � w � .c o v � r � o w in o v Ur .. m Z � Q � Qj C X Z .� .� O cE Q � � O L � � d a m � U �O � � ��� QI °+ pa� ~ J °� W � O Q z US � Q UW� a = ,�wz v ozz m } c� � Q a Uwd � z 0 � a � u � � 0 V � Z= �O � � � Q a � L 3 � � 3 J � Q> � Zi -° � � V w � l� � � `O A � E., � � a � � 0 W �� �� �� �+ �� O� � � � � � � � � � w � p4 M w � w � o � _ � Wednesday, August 22, 2018 9:41:13 AM Wednesday, August 22, 2018 9:41:24 AM Wednesday, August 22, 2018 9:41:34 AM Wednesday, August 22, 2018 9:41:44 AM Wednesday, August 22, 2018 9:42:08 AM Wednesday, August 22, 2018 9:42:34 AM