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Home My WebLink About19961185 Ver 1_Maps_19970909 R/W .1 R/W I ~NBB t. elMS ell MEDIAN SIZE OF llIIMP AND I.EHC~, W10TW NIl) DEPTH Of' APRON 10 lIE GISIGNEO ~ nE ENClNI!EJt. 2. lIVPl 'to nt[ QM.DI1t WlDCLD8IflG STOrIM WolTER OESIQN ~ FOR ~ NIftClN ..... Sf..... J. RlI"IW' SHOULIt DTEND UP I01l4 SIDES Of ll4E IAlOtl ~ ~ 1\o;E END OF tHE JlPECla ~ AT _ lJSiCHNlGE aunn AT A ~ SlOPE Of 2;1 _ A HEIGHT' NOt LiIS ~ 'TWO nM05 THE PIPE DWoIEI'ER OR CUl\Of HBQHf. 4. THERE StW.L .. NO CMJtf'UJW ~ 1l4[ EMD (W 1ltE APRON TO THE SURf'"IlC[ Of" lH[ RECEJYtlG CKHML THE MEA TO BE AAVED OR RtPRAPPED ~ SE uNDERCUT SO "THAT THE INVERT or THE IIPRON SHAlL BE AT THE SAME GRADE (f'LUSH) WITH THE SURF"'CE OF THE RECEMNG CHANNEL. THE APRON SHAl L HME A. CUTOFF OR TOE WALL AT THE DOWNSTRE,A.M EN:). 5. THE WIDTH OF TrlE END OF THE APRON SH"'LL BE EQUAl TO THE 80TTOU WIDTH OF THE RECEMNG C;i.tlNNEL IoIAXIMUM TAPER TO RECEMNG CHA/lINEL 5:1 .. N.1. ...... fOIt SIRUCJ\lIIt TO BE COIoIPACTED TO llR OR GREATtR. 7. .nt1 JItAC:8G fill ....... tmo lOOSE OR CClMJlllCTED IN 1liE RECEMNG CK/M'lEl. SHAU. NOJ IE Al.l.QIWED. a.. NO 80CliS OR CIJR\/ES IN THE ttORlZOtfTAl AlIGNMENT Of THE APRON WILL IE P'lJIiIlTlED. 130' 60' 70' r-l '1" [ -I- i I I -j-. I i I 11-::)" I "oliN. -Ii- I i 7;\ VARJES-SEE PLAN V"'RIES-SEE PUN VARIES-SEE PLAN VARIES-SEE PLAN I I 12'-6" [ 1 /4" PER FT.- I' '1" [ , --l 2'-6" i I I K' S ""'" .;..,"1]>;~ " MIN. B- Ok(I\ r--- .~ -r k; v(1I1;: ) ~ nnX)J, --VK y r:r1 I -- "\ . XJ I y,i ~ rS ~ l~ }~~ I """'1)-~ I Lf l,t.... i 'll()~,~ I I I rl (10' MIl',) , . >,' 1-0' -rN. , ..:. ,.....;..-;....:.,....... NA T'JRAL GRADE- . -~.. .. ".'..T~ '." .' ..., ". :~:.~ .c,' -..... ., VARIES-SEE PLAN VARIES- SEE PLAN . _._." __-.s. .' . ;--'.-'" :J'; (~<.'.;. '. _ ~PER FT. ~ w ~t- -Ta~ ~ hi =\I'\.: ,[ _1 ", ' 7 1-;f; . ~'~"'''7~~>~'' ,,, / ., [.......~.. '.. .. (.. .- -I> . ~. .. .. _. "~ ... ;. ~ r 2-" ').:.\ r-;=--.------~--::--- I; , il 1< IL----------+-__ RIP RJoP7 I DEPTH t ~~'LX "-'.:."''''''''l.~ .,. . '_ _ r . ,'_' ,,;,; ; ... l:.,' ." ............ .' .........:'" .~., '-4...'": :. ' -~ ~.,~:._;:.-,;. '- / - - !;,;':-t J1fh'-. ;.' ,:. j.. :1k .. . . . --- ~.~" -..... 1!1- -. ~__ _........._.,. .' .._' ~_'./ '-.0# .. . / "'-./ . [' ELEV'" nON DIFFERENCES l-.t^ ! B[T'W([N TOP or ;:-J~B AND fiNISH GRADE AT ell I /. <:"....<:"n'" I:' ~~..PA.:;c :--<-'ORSi'ONE3AS[ FOf< Hal i\ I~' ~2'B. ITUMINOUS CONCRETE SURF"'CE COURSE. TYPE 1-1 I s:JBCRADf. :.=---~.,~, .7 ..\. - 6""'ITUMINtJUS CONCRETE BINDER COURSE, "'"YPE H-8INDER I BAS( C().JRSC. -2' . -2',1 7 ' r,OMPACTED "'GGREG'" TE BASE COURSE B"'DEll COURSr 1 -It' -0" . , I' .", @2'-5' CURB AND GUTTER , _ -~ "-.., ~ 4-' CONCRETE SIDEWALK ~_.._. .--- ", . '+[rc-.!;;:''':h'.'~, :: ::;V ..~ r.rr t ..~BAtS GENERAl- NOTES' 1. 2-INCtt BITUlAlNOUS CONCRETE BINDER COURSE. TYPE H, IS TO BE PL"'CED iMMEDIA TEL Y 1:'0LLOWlNG PREPARATION OF ....B.e. PLANT MIX TO MEET NCDOT SPECIFICA T!ONS. 2 2-INCH BlTUMINCLlS SURFACE COURSE, TYPE 1-1 'S TO BR PLACED FOlLOWING BINDER COURSE. .3. DEVELOPER MAY SUBMIT AN ALTERNATE P"'VEMENT SCHEDULE. ALL PERllNENT INFORMATION M"'Y BE SUBMITTED. TO THE ...PPROPRIA TE CITY/COUNTY ENGINEERING DEPT. 4. FOR omCE DEVEL0PMENT, ,-2 SH"'LL BE LlSEO IN UEU Of 1-1. 5, THE CROWN (TR"'NSVERSE SLOPE) FOR THE TYPICAL SECTION ON nilS STREET IS 3/8' PER FOOT. ;; Lit,. 1. :, ;., z-w' I ,.. FJU.. FIll. . .... sa. fCl ., " j~' ,~. lti.' f '. dd. "_!:1--- i ~ ,- eJ ElE'ATION ~ "\..~4' '5 ~D STONE LAYER 0 ,- F1l TER F A!ItIC N lJ ''1-<.... 1':-,. ,;"\ ..n j:)r,j1D I I ~ . ~ ~ IooOTE: MlNIWUIil H-2/3 PIPE (JIAMETER "~BARS . :- :, ;., ~ ... .. -,...... lI~a-rI l'~..,....,..~.. . JI ""Pl r3 '-11" "lo:.,~ARS B- l 1 If . :, ~IUK CHART 911.. ~ 01_;: :::_ ~TH WIDTH llNCHESJ lCFSl lr /) (FT) 36 50 16 19 36 53 10 7 30 27 10 12,5 36 66 24 27 L joo 10" CLASS RIP- RAP D(~~jH 18 2'" 24 24 Z". HEIGTH (FT) 15 3 6 6 Z" r. 2-T -.~ ,- ~~_.. ~, OISS1P A TOR II 1 2 3 4 T ij:..ll :AI S~L liON lu..~t(~J\jnAI cn4n ii :. RIP-RAP APRON AT PIPE OU1l.ETS CMLDS # 20.23 FlU. F AC!: Z" ;. -t:r · r ... .,..~ 'i-T. 1''''' 1 r.. ~~. ..l=F ~:'r. ~:,~~!~ 'r r ~ ...,.1 " ... ~~~ -. ~ J' -0" _':.. .s~.s:T1ON-8B - sa;T1ON-AA 'l: . Sfl. . r. HI. 1.43. ':> ~ :, FlU. FG ,./ Z-W'. z-ti :1':'! 1-511. FAtE.....-. Sk .1..... 2..,2, .c . ~_..... ,-t1. ,-W'. l-wS 911= tlI "" "... .\!rt~ .~ ... II 1 II ~. . ~- n, ...;, , S...... . ., I~~ - " r t i _rt TCP' .-nil ~ .:..~~ ~~. -\' . ~~~~ Ij J'-s!' L ~ \ \{( ~l/ " r ~ ..r' '0- r'-..J .1 a,l- ~ S' ., , ..,. .~_ J :. :.. y )'-3" I- .esa. 2' .... R;'W I \;A'iiES , SEE D~M' 'I . 14' p." O'T A ""CH E x: A It' . ____.___ I CRO'...." ~:=:::::=- ~~~~;:NT v '// '/ '77A'; <! '... -~ PAVFM"t,T SCr:EJULE C ~ "@ 'V ~,2'B'T'WM'NOUS CONCRE;E 5JRFbGE COURSE. TYPE ,-2 2'B:;,JlrWGS CONCRETE 3,"JER COURSE, TYPE rl 10' t;;O'J"ACT::D "'CGREGA TE BASE COURSE OR 5 3™iNOUS CONCRETE S"'SE COURSE, TYPE HB @2'-6" Ci-R3 & GUTTER ([) 'I' WIDE -Z'reJICK "'SPH"'LT SHOULDER I . 'li ft .., 'II -'I *If .~ ft III III ... fit *" ... .... .. , .. 2' .5 'fllill !<WERAL JiQI1S;. 1. "'LL WORK OONE ON EXSrlNG NCDOT MAI'FAINtD STREETS SHALL REOJiRE NCDeT ENCRO"'CH"EN T;' ACCESS APDLlCA T:ON, SUB"! TiED TO THE Cn/:::OLlNTY E"GiNEER. 2. alTUMINOUS CONCRETE BASE COURSE, TYPE ro3, SHALL BE JSED IN WIDENiNG STRIPS LESS THAN F!VE(5) FEET [I' WIDTH. 10' MrKI I CREST OF OAM-734.00 '.1 - I. I 1 I, '- . - TYPICAL . S~L liON , - - I SPA. .,- ... loUIS nJI , IIJI"RII " - - ._ ...,_ - ....."" A__ ... Xl.... liNt; NI ~llC 11 tnJ411' , . It. ._- -,~ -~ ~ .)V~U~-NTS y2 '- 3 ~TI.ET CREST-732.20 1G o \~ . ~l. '. - "'. It.. 1'. - 26-~ ORIFICE=729,16 - 2-_ ORIFlCE=728.00 - ,.-BACt< OF CURB \ \ 2" '. [ Y ~-~ ! rr POCl. / --.. STORMWA TER COLLECllON SYSTEM SUMMARY OF PiPES ,.-x I Y ~1r-CL-lr. t 1;;tr--~~-'-'-n-t . I! I" I i='r----+ ;,-----1 ; ,~t A - WR=U---- +-----.-it--. .--'-- L I,":' CD r il 5 -S : ~.. ~--1- I ii' ,. -}- -.,,-- L.-x 5'x5' PRE-CAST BOX MIN. WALL THICKNESS ... 6- INV.ELEV. DOWNSlREAM INV.ELEV. UPsmEAloI SlOPE (X) 0.50 1.75 0.50 0.50 DISCHARGE (CFS) 71.7~ 71.73 275.00 275.00 L-- LLNGlM (FEET) 56 404 230 24 TO DI.....ETER (INQiES) D5-2 48 05-3 48 OS-4 72 05-5 72 F'ROW " " " Itf'l tS I OMS DUCIUPTtOll INV. IN..72....00 y'~~';/rr,1 "rN/X/~ EMBED BOX IN CONC. / 1- CONCREIT ANCHOR 1. ALL EMBANKMENTS SHALL BE SEEDED IMMEDIATELY 2'x1 Oxl O' UPON COMPLETION. --- 6-STONE BASE wI 2. POND TO BE USED AS ITMP. SEDIMENT BASIN, REMOVE caMP ACTED SUBGRADE SEDIMENT PERIODICALLY. NO LESS THAN ONCE A MONTH. WHEN PERMINENT GROUND COVER IS ESTABUSHED. REWOVE ALL SEDIMENT AND SEED AND MULCH. -mnl.&---=:J[; -ijo. ftl.s 'JW r n..DIr. -'~-I 736.88 728.22 727.07 726.95 7~7.16 736.68 728.22 727.07 _ . SPl. I r ..... WJNG ELEVATION STANDARD REINFORCED (X)NCRETE ENOWALL FOR sINGLE 72 "PIPE 9QOSKEW IWJ . r 1m. lOAn ..\ , , OS-l OS-2 OS-3 OS-4 '/ '..:;?;/YJS:' / ~ ,~,:,v^ .;..//, ,;..., ~"^'\.'y).>,,/~~ 36"RCP BARREL PIPE . 0.5" MIN. ~ f1.At1 NOITS: 732.17 730.57 730.57 728.72 728. 14 727.06 732.93 732.62 730.22 728.00 .......__::~ 732.89 731.97 7~1.00 730.37 728.45 727.94 734.06 732.93 73~2 730.00 ' 2.8 1.0 5.6 0.7 2.3 0.7 10.2 0.83 4.1 0.5 23.0 0.66 C '28.5 ') 0.5 --,- 28.5 0.5 '? 28.5! ~ 62.6 ( 0.81'). ~ 1'-----/-./ 72 200 62 198 62 134 226 62 54 248 15 15 15 18 15 24 30 30 ."30'\ ~ OS-7 OS-9 OS-9 OS- 1 1 05- 1 , 05-17 05 13 OS-2~ OS-17 OS-18 05-6 05-7 OS-8 OS-9 OS-10 OS-ll OS 12 OS-13 OS 25 OS-17 I. ~ is" -~~-jl:: 8" L~(A~ -LT-:> ....- ..-. ~".' J to & I T1Jl2I.t:lAL ~~ L liON ~ NOT TO SCALE 10' l---- , MIN. I [ ..,j CREST OF DAM-738.00 SECTION X-X :r .. I .:,: ~ ;:=:=..J. ~L.L~ I-r 1 ~ T~= { %1 · ("-..o}J.t I 10 1\ :z: -L1 ~ . . T fND FUVA lION tHEJlI[ :If' 10 .. PIPE IS USED ~J-J f- ----) 1.':: .. A J-:tr '" L 1:: 1';'" G~ ~ xj~~D- % U~~.-lJ.. ~ r SIDE: E1.EVATION tHERE 42" TO 54" PPE IS USED. ~CllQN .. .. 11 GENERAL NOlES: _ lI~TAR JOINTS 1/2". 1/8' THICK _ ClASS "8' CONCRETE TO BE USED. - THE POURING Of FLOOR SLAB TO BE ...CCOMPlISHED BY FORMING. - DEDUCT F~ PIPE OR PIPES F'ROIJ TOTAl cu. YOS. Of BRICK FORMING. - AU. C'" TCH Il...SlNS 0'<t:R 3' -6" IN DEPTH SHALl BE IN ACCOROANCE 'MTH 510, 640.66. - USE: TYPE 'E', 'F", '" 'G' GRATE UNlESS OTHER'MSE INDICATED. - JUMBO BRICK Vtlli. BE PERlIlT1ED. CONRETE BRICK OR 4' SOlID CONCRETE BLOCKS MAY BE USED IN UEU Of CLAY BRICK, _ IF REiNFORCED CONCRETE PIPE IS SET IN BASE SlAB 1$ BOX, AOO TO BASE AS SHOWN C>>oI STANDARD MO.OQ. - FOR 8'-0" IN HEIGHT OR LESS USE 8' WALl. 0'ftR ~ -0' IN HEIGHT USE 12' WAlL TO S' -0" f1IlOW TOP Of WALl. AICO S" WALl FOR "THE ItEUAINlNG S'-O', QUANTITIES TO BE AO.AJSTEO ACCORDINGlY. 3 ~lLET CREST-73e.30 1r:; 00 725.32 7230"4(; & 725.65 724.00 0.50 0.50 275 275 2-25-' ORIFlCES-731.54 2.75-~ ORIFlCE-7.30.00- 5'xS' PRE-CAST BOX MIN. WALL THICKNESS :a 6- -- 66 119 72 72 OS 19 OS 22 OS 23 OS 24 -.L 1":I-~'o;l T [1'__ T .;I-L rW '0x39~ --l l-- 8" .,- 6'-8' ~ _ NORUA.l PfV1L -/ "' --- "<0 -.====== . I f 8. R= - ~ I rT ~ EE \:,' t "' I I 731.54 729.90 728.25 726.00 - 736.24 ---723.75 725.36 ~F--' 732.24 731.54 729.90 728.25 736.'32 714.00- 726.00 -"~. 0.5 0.5 0.5 0.5 1.0 -- O~D' - 1.0 6.6 50.0 50.0 50.0 140 328 330 450 "a-"- ...- 42' 64 15 36 36 36 15 -'.- 36'-~ - 54 OS-14 DS-15 DS-15 05-16 OS 16 05 30 OS 30 OS 31 [ OS 2f OS 20 r-'- ( OS 26 OS 27 I OS 28 05 29 _~/--.. .-r '--- - 8. INV. IN=726.00 /)0~.. ".. /~ ' " .. -i><<;(0:~Y"'-; / ~ ''''''"",'Cf,.''/)..''~ " " '/f/////'" L 54-RCP BARREL PIPE 0 1.0% MIN. EMBED BOX IN CONC. / L- CONCREle: ANCHOR ! 2'x10x10' L-6-STONE BASE wi COMPAClEO SUBGRADE J ! "J Ou-:lET !l :-,w e--~ r~~_ J I I 41 J I'""j I -~ I Llr ~-! ~t>-U ..a.AtL r-'~ r- iM f-Lo A OM ,""I' I .- II Lr--h' I~ w ~ ~ 11 ~i-1 , ;\ /4\ .'. , .', :.' "/ . ' . ,. '.. .. SECTION y- Y 60 224 1. ALL EMBANKMENTS SHALL BE SEEDED IMMEDIA ITL Y UPON COMPLETION. 2. POND TO BE USED AS ITMP. SEDIMENT BASIN. REMOVE SEDIMENT PERIODICALLY, NO LESS THAN ONCE A MONTH. WHEN PERMINENT GROUND COVER IS ESTABUSHED. REMO~ ALL SEDIMENT ANO SEED AND MULCH. NOITS: I DIMENSIO,"S OF BOX ANO__~ PIPEi SPAN I WlDrrllHEIGHiTi'_~2- I 0 I A ~~ ,"H~~,G~ b" .3'-0",2'-4' t-?ty-,o" -=+-----"- , 18" 1.3'-0'12'-4" [2'-10"' 2"-~ 124"lj'-O"!2'-4fi=7f..Gcr a:: T"" ~ "' ...J Z 0 F ffi III ~ , I I [ I i I j; "' a. ll.. UJ a:: )( UJ ~ ; z i STORMWA TER COLLECllON SYSTEM SUMMARY OF STRUCTURES STRUCTURE S'TRUC1\JRE REFERENCE c,I\. IDENTIFIER TYPE ELEVAllON REMARKS STATION .1~Al S"(~IIUN &, WE.I..f.QWLI2. NOT TO SCALE f ~x~ 1 y o I II [ Q'l I~~--~ I ~ . - - ..:JJ _ Lr \l>> U~ '""'-OUllEr 1. rr .1 10 -a .... B e:a ~ -, :rt~ T SEC110N x-x '~ 8"- _T A :1:731.00 :I: 743.00 :I: 739.00 :1:738.00 727.90 737.47 737.47 735.33 735.00 733.32 737.00 738.00 734.00 737.00 737.60 738.00 735.50 725.12 725.65 SEE NOTE 8 SEE NOTE 8 725.32 724.00 7?~ 4f\ 738.00 724.00 7?~7Q '7,)~ nn 725.53 '7 4 ~ nn 7?f\.OO RIM RIM RIM RIM INV. GRT. GRT. GRT. GRT. GRT. GRT. RIM RIM GRT. CRT. lNV. GRT. INV. INV. RIM GRT. INV. INV. iNV. GRT. INV. INV. INV. INV. RIM INV. 56-GlJB 56-GlJB 80"GlJB 80-GlJB 72-HW CB CB OBL-CB OBL -CB DBL-CB DBL-CB MH MH CB CB C8 C8 36-FE5 72'"HW MH CB 72-HW 72-HW 72-HW C8 oui'[El 3e-~~s 'o. OUT! F'T i 54 'FES I; MH / 36-FES Y I 05-1 05-2 OS-3 DS-4 05-5 OS-6 OS-7 OS-8 OS-9 05-10 OS-11 05-12 OS-13 OS-14 05-15 OS-16 05-17 05-18 05-19 OS-20 OS-21 OS -22 OS -2.3 U~ .;l4 [)S -25 OS 26. OS 27 os 18 OS 29 OS 30 OS 31 % Opratlon and IikHltenGnClOl WAlNlENANCE 51 ANOAROS FOR EXTENDED DETENTION AND WET f'aIIDS 1, Routine malnt*lance .. oAtaI to tn. pl"ClpIr' operatlan of the wet cMtentlon batIn (Schueler, 1187, lIP. <4.13-4.17. lotar)land ONR. 1aee), No two pondII en the .ame, but wry pond wi! r.qulre malnt__ at _ pelnt, and their maintenance naecIa .. v<<y with the 1Ilze. twe of woter8hed. locatlon. eto. PCJI) YAlNTENANCE REQUIREloIENlS Aj..&~H't,{:fe .~ Pntjlat Nome: 0 6. . !;,r. Project NuI'nber: ~e ~L e ~'''.~one Numbr. 'l4 . f ~ I. ....0 )JI1t! {A.?D L _::........ U-r:r e IY (, {& l c4- ln8P8Ct "_'_"1' ,.. after ~ IdnfaII ewnt. wIIIllMwr com.. fht- a) Remow cIIIlrta "- the tr...n ,... .) CIIeck and dear tile __ '" .., ~ If Q puIlIp .. u.d _ tn. ...... 1'Md11l11r" __ far pump operation. c) Check the pond .we lIIopee; ,.,.._ tr'CIItl. r'PC*' .-oded areae befln tho ~ rolnfcll _to d) If the pond Ie eperoted """ Q ~ 1IW, d** the niter for '-"ent CICClUIllUIatfa .-..Ian ancI praJMr' eperatlon of the ... lIpI"lICI4er rneaI\eIIrn. __. ~ Lx ~ GENERAL NOTES: ~ClKlN y-y 1. TWO 4.x 4'x .3/8" "'NGLE [RONS MAY BE SUBSTiTUTED FOR TWE W10x39 BEAM. 2. ALL CONCRETE TO BE 3600 PS.I COMPRESSiVE STRENGTH. 3. MORTAR JOiNTS SHOULD BE BETWEN 3/8" TO 5/8" T1-1ICK. 4. ALL CATCH BASINS OVER 3'-6" "i :lEPTh TO BE "ROVlDED 'MTH METAL STEPS ON 1'-2' CENTERS. STEPS S,"\:'~ 3t: 'N ACCORDANCE \,.1\ TH STD. 20.12. 5. CONCREIT BRiCK M'" Y BE JSED ." ~.EU OF HARD COMMOf; CL.~ Y BRICK JUMBO BRICK WILL BE PERMITTED 5. FOR 8'-0. IN HEiGHT OR LESS~SE. 8" W~LL, OVER g'-O" IN HEIGriTJSE 12. WALL TO 6'-.0' FROM TOP OF W~LL, AI~D 8" WALL FOR THE REMAINING 6'-0', 7. FOR FRAME JlND GRATE DETAiL SEE STAND...i?D 20.02. 8. ALL PIPE iN STORM ORAIN STRJCTL8E SHALL BE STRUCK EVEN 'MTH THE NS;DE WALL, GROUTED AND BRUSHED SMOOTH. 9. 'NEEP HOLE(S) SHALL BE PLACED !N B...CK W"'LL ... STONE DRAIN CONSiSTING QF 1 (ONE) CUBIC FOOT OF NUMBER 781.4 STONE CONT"'INED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOlE, 10. REFER TO 10.29 FOR PlACEMENT AT INTERSECTIONS. 11. SEE ST"'NDARD NUMBER iO.29A AND B FOR PlACEMENT OF CATCH BASIN. Sedh14nl to be remoYOd when ~ of foreboy \IO!ume .. flied OIId/or when 2OlI' of the p<<nlooent pod volume .. flied (deelgn atof'oge volume muat occount for volume loet to eecIlment etorcJ9ll). 2+00 2+00 4+00 4+00 6+03 6+03 C~N NOT TO SCALE 2. Adequate func6-l9 Ie one of the rnoet Jrnportant tDctcn In a IIUcceMful operotIon ,...d rnaIn~ fII'C91I" ~ DNR, 1988). 3. DealgmrtIon of a ~ part)(1ee) .. Important to 0IIln prep<<' InIpeCt!on and malnten,...ce. <4. Eetlmcrted onnuol operation and maintenance (0Mt) =-ta for nt detention bo8Ina of 5lI of contItructlon coeta -- found In a 8lIT'/8y conducted by the State of lotCll')lond on their wet detention boelM ~d DNR. 1888, 119-37). In addition the NUPR ltudy In ~ DC _Imated OM! c:oeta to be 5lI of conetructlon coeta (w.trapoIftan ~ COG. 1M3. Chopter 3). 5. A etudy '" UcnIlN '*'"- tDunlI .... " ....... =.... _.......... I(I,A." lilt..... - ... ... " .... .... .. ..... ... ... ___... tit ~ ....,.rfarm ,..... ......11 .. __ .... when ..., .... ~ Q .._..l ., .... III .. de .opment ~ DNR. MIl). 8, A I*l"onent ec8el'l'lent I'IlWt be provided to _re ->' ~ for maintenance. Ccn IIhauId be taken to IMlCUl"8 011 opproprIate IeQoI ~ents for the ~ent. 7. A benchmcn fw ...,..,t remolllll 8hould be eetobIIehed to __ adequate 1It.,.ge far water ~a1lty and I\ood control function.. L 1l\e malntenanClOl .,... of any panIcuIcr wt pond - hIFIY ~t on IN GOfldItIaft of tile _.l.....-ed tMt GMtrIIuw NflOft to VIe paneL ..............--- Include mInImIzInO ........, probMIM ancI IICIIIuWtt ...,t liD the pond from the centrtlutln9 watIntled. to A4IGIn. _ muM rerM/l'lbel that whle QIIWCII MoItlt.l_ toeklI en IdentlflecI here, ac:tual n.- .. Vfrt "- lite to eItL In generW, pI_ ""* lncIocIW wtlGt ..,.ratJan and maintenance actlana en Meded . wbot CIl'I\ertcI wi be ueed to determine when tMM actIana en nU.ln y, and who Ie rwpOftll1b1e for th_ octIona. ~ of Itema that 8hould be Included on an Operotlon 0IId loIafntenonoe pion Include. but ,..e not limited to the fal1C1W1ng: a. Debrllt and llti.. control checka for Inlet. CII.Itlet ..d orifice obetruc:tlon ofter ..,.-y etorm producing runoff. b. Pro'wialonl for routine ~otlon manogement/mowlng and a edledule for th_ actMtlee. Co a..dclI..,.-y II monthe. or more frequ<<ltly. -.r: ,. aedlment ~ and tn. need fw rerrlO'1lIII, 2. eroelon oklnv the bank and the need far rweedlng ,.. IttlbIIzatlon and, If nUllnry, a rwedlll achedul.. 3. eroeIon at the Inlet and outlet and methoda of etobll1zotJon. 4. eeepoge through tn. dam. and 5. op<<otIon of ony ~ ar mechalloal componenta. d. Agreement.ed and notartnd by the rwponeIble Partr to perform tn. taeIca apecIfIed In the plCIII. ~ lnapectJone, openrtIan. and ,...y n.-led molntMlGlce octMtIee. Sedlment ttQpe 811011 be c1eoMd out when fhcI. Na woody vegetatlon IhclII be allowed to gr_ on the embCllllcment wlthou t epecIoI deelgn provle\ona. 0tII.. ...-getatlaa ehall be cut when It exceedII 1l1" In height unI.a part of pionned IondMcIplng. Debrllt 811011 be rernoYOd frcm b1oc:kln9 Inlet and outlet atructuree ond from oreoe of potentlol c109gln9- The control 8haIl be kept atruc:tural., ~ frw tun ercMIIan. and functioning - deeIgned. USE a.. FlAT GRADES 2'l AND UNDER . ~ . ~I ~d~~ ~,JTTER UNE EL.E:VAllON N<RIAI. CURB AKJ OU11ER ON UGHT GRADES r-~ ~1D". ... . . . . 5' 5' T \~~~~! ~ /1--' } I S .1 II1H CA~- PwtocIa rwmcMII at dead -II' u.., ... be DI ImpIIfIoM. j II. QuclrUrty 0) Inepect the caIIedDn 1)lIQm(t... ...... ....... ~ g~ ......, for proper fuI..ItIoI" a.. ..-nulated ~ MIIn gTQteI ond baItl ....... .. ciMdl ... far ~ .) CIIIIk pond InItt .... _ IIIldercuttlnllo reploce ... .. ..... ..... ..... c) R.-.d...... ....... ....... .. ~ed flter If oppIIcobIe, ..... . ~ _ ,. __.-oded ~ lmm~""'11). 'o1EW .u lI"x r QJR8 IS USEJ:l II P\.MlI " .... nnllDl CO CA TC~ 15- THR' I 24- "'I"'~ NO I TO S(;AL.t. Me ....... .... II .... .... ...... --- ,.. .... ~ III II ......... Nt ...... ):. utlun . r'lIqlIhd, reparta to be Upt Dr owner. 14 BARS 'V EClJAU.. y SP AaJJ 3.~---l i I -, --:1.- r::f$ !r I i!i:: ~ II, 1;>< R "R 51 &.. 1 I I II I"; I~>- · I... I I '1 ri~ ,., I IJJ s lL I. +_.1. tS-..JE .J I-----'l 'In. E . ~ ,..: ,------j -L f4 BARS =tJ~J . -;I BARS ..,. f4BMSV IIF'C1lBiI R-R The lIIte 8hould be Inspected QI'ld debr1e removed after every major atorm. NOITS: 1. C8 IS CHARLOTIE!MECKLEN8URG LAND DEVELOPMENT STANDARDS (CMLDS) 20.01, 20.02 2. DBL-CB IS CHARLom!MECKLENBURG LAND DEVELOPMENT STANDARDS (CMLDS) 20.03,20.04A. 3. JB IS PRE-CAST STRUClVRE(TlNDAlL G-SERIES)OR APPROVED EQUAL WITH CAST IRON RING AND COVER J,J apedaI conaIcIeratlon mo"'tenance nIIpOIlIIbIIltIea .. be u.t.d In the credit ~ & NORMAL GUTIER UNE" ~ ~\U~~ ~ ..... ~ .. l~ II montM .) 1tMIo.... c...cuAIIt.. d ~ frcIm the bottom of the IIIIet atructure. II) Oleck the pond dlpth at ___ points In the pond. If -" .. reduced .. ?We of ~ ~ depth, aedIIMnt . be rerl\O'lled to at ... ~ cIIIIgn depth. """ ci u O?J z 0 (/) :.: u UJ 0 :2 :.: "' ~ z ex: UJ lD I I :::E :J Z >- ~ (I) o:.:w F wO=' a. rOLL.. 5 woo >0 0 (/) lY...J (;I UJ :::>w 0 0 (/)c;:: U ~ ~1Ion. 1. Nor1tl CGroI1na'e .tormwater Mea requh -- Inapectlona by the ....0th9 agency '" wt deten1Ian ponde _ CI minimum. lotore frequent InapecUona by tile land owner, or pond operator are Itrongly enoouraoed to en.".. tile prop<< op<<otIon of 0 nt detention pond. LAOaI ~ con reQUIre more frequenl MpecUon.. 0IId all lacaI oocIea 8hould .. conaulted. 2. The DiYllIon of En-.1ronmental loIanogement ond _01 local lIO-.nments hCl'ie clellllloped lnepectlon Iheeta that _ 01 checldlata for In8pectora. At a minimum. QI'l Inapeotlon Ihould Indvcle r8'Aew of the following: obatructlon of tn. Inlet ond outlet devIcee by trQIh CIIId debrIe, exceaIYe eraeIon or lledlmentatlon In or around tn. bollin, cracldng or aettllng of the darn. det.-1oratlon of Inlet or outlet plpee, condltlon at the emergency epllway. etobft,ty of IlcIe-IIopee, up and downatream channel CClI'IdltIona. ClIlCI woody wgetotlon In or on the dam. 3. An example Inapectlon aheet 1011_ 3"'-11 f4 BARS "U" 1 ~3" 1.1- . . r....'.. _.:f..1 ;r I. f' _.J ~ ,..:1 -I 0' .. ';.I.uf c. C.-Iltft ,hereby oaknowledge that I em the .CIIIClloIly reeponelble porty for maln~ of thil detenUDn pond. I wi! perform the ~ce _ outllnel ab-. _ ,art of the Certlftcate of CompIIanoe wlttI StamI""~ ~ for th. project. /_ SIlPIftn: ~~ Vhll Dot-= 7/7111 .... FES IS REINFORCED CONCRElE FlARED END SECTION. 5. ALL DRAINAGE SlRUCTURES TO HA ~ INLET PROTECTION FOR EROSION CON1ROL 15. ALL CONS1RUCTlON TO CONFORM TO CMLD STANDARDS. 7. ADJUST RIM ELEVATIONS Of DRAINAGE STRUCTURES AS REQ'D IF FIELD CONDITION HANGE. CONTRACTOR TO COORIDlNA le: WITH ENGINEER. nEVA-noN NCIlMAL aJItII NG GUTmt ON S1IEP GRADES & PlAN OF TOP <:I &II SECllON S-S rv. Oan..at .... lie alcle .... IIDt ~..-&y ......~ wgetated IhIIf. lICllleIIIng to tIle.-an. ......... we- IMIIM will be ... c.ttoII. 0IId oIIw lIMIgenoua ~ plonts, en ~ oIont the pond ~.__, '-...... th~ muet be rwncMd when they _ the ... eurfoce oreo '" tM paneS. The orlflce III cleIIgned to draW .... the pond In 2-6 da)& If drowdown .. nat ~Iahed III that time. the II)etem may be clogged. The..-ce of the alaOIInlI muet be ~ and eltnInated. M componente '" tile cletentlon pGlld I)lIQm muet be Upt . goacl worilln9 ordIr. ~IN. DiMENSIONS ANO OUANll11ES FOR BRICK CA rCH RASlN "" <"C'^N . ()O "". ....n PIPF COVER REINfORCING CUBIC YAADS Of SPAN WiDTH 'MD~ sPAN HEiGHT HEIGHT DIMENSION BARS-U BARS-V! BARS-W TOTAL CONCRETE IN BOX A B >l, f r"''''T!-I N .' FN TH ",,,:: TO ... 0,2- 2.- '_0' -,' - 1 CY I iADD TC DEDUCTIONS FT.HT. FT. HT. fOR ONE f'IPE C.M. R.C. 111. 10: . In: . 10:. ' 0,' . 4 . 0: . , 0, . 0.4'1'1 11'111 I . A4g 0 '1 o..\g5l\ BRICK "ASONRY HI ..~lII"Y l. ~ 0 Notary Public far the State of Count)' '" ,~ ' do herey certify thot . o;PE pellClllC11y appeantcl before me thle . eik .. day ", .l... I", D , tIVand odlnowtedge the due exeartlon '" ~ 12' ~ent. 'Mtn1)my hand and otftalaI ~~~~_~ j-:~ U -.,~.~~ ~ ~... it ~,- ~6 0) loty commlilelon ~ 1- lI--lIfo ! +0 'Nt ~ A __ \ (;) \ ~B\..~ \"Y... -A. .. .., v.),.... ~. ...!'" '-'0 "-... · ~~,...,.~ CO Jll'~ ''''';IIII''~~ F .H 0.321 ABOVE MIN HI o. 1 0~01 .1?1 0.321 0.378 1.411.1 0.748 n.QO<l 1.070 ~ 7~- ~UL 1 7 .-..T ,.-""J ,. 1 a SET GRAle: AT FlNISH GRADE ELEVATION :t:. 9. PROPOSED SlRUClURES ON ALBERMARLE ROAD SHALL BE SET TO PROPOSED FINISHED GRADES VERlFlED IN FlELD. 10. HW IS NCOOT RElNF. CONCREle: HEADWALL STD. NO.838.39 11. 72- PIPES SHALL BE CMP , FULLY BIlVMINOUS COATED 'MTH CONCRETE POURED INVERT MIN. GAGE 14. AU. OTHER PIPES TO RCP Q.ASS \II 12.MH IS BLOCK MH 15-THRU 36- PIPE (CMLDS) 20.09 2 , 0.147 .'87 f\~ 0.173 0.7'1 4-1 3 4-1 "-1 4 1 3 3 " - l' _ 3 S.T 3 3 3' 3 1U 4 4 4 1 "-4 4 - - 3 6 4 1- 8 ,'-~' 4 3 3 3 -~. 4 V RI 3 4 ,. '0 0.321 H2 4 -5 4- s- 4 - 5 - 7 5. 4 o 2 -2" FRAME &: GRATE Y. Speclol Requnnente NOT TO 5C.'U ~,~:f't."".f.~ 1;.-\ .~ :?t.fM~/;" :~,'. ,'-'. -" , .. , . '..',1/1""-,,-,'. -'.' r~ '.,'( "/"... '\'~J -'~'4... /.. ,(" ., ::.. ( p . , .. .' ", \. . ./!I :: ":." .' \.~ ....t -~ "':~1h'~~:{~~ ~".! 1 11 , 6 CIRCUMFERENTIAL ROAD SUBOlVlSlON/lNFRASTRUCTURE PLANS ALBERMARLE CROSSING CHARLOTTE, NORTH CAROUNA STORM DRAINAGE AND MISCELLANEOUS SITE DEI AILS DATE RELEASED FOR 1924 CLEVELAND AVENUE CHARLOTTE, N.C. 28203 (704) 334-5348 It PROJECT M"'NAGER :)RAWlNG SCALE FSC AS SHOWN DSN/DRN BY FROJECT D'" II GSG,PDW JAN-97 "'PPROVED BY D"OJECT NUMBER FSC 97262.10 FiLE N"'ME PLOT D'" TE 9726210.DWG APPROVALS WK DICKSON REV. PONDS _, PAVEMENT SECTIOfl GEN. REVISIONS GEN. REVISIONS REV. PER CITY COMMENTS 7 BIDDING CONSTRUCTION RECORD DWG. ., Engineers Planners Surveyors Asheville, NC Hickory, NC Raleigh, NC Atlanta, GA Columbia, SC DESCRIPTION REVISIONS ~ 0:: ~ ~ ~ 1= 0:: I7l ~ ;; < a.. ~ 0:: X w 2 ~ Z i 0 u Q6 z 0 (f) ::.: S:2 0 w :::E ::.: < z ~ 0:: W m I I :::E :> z I i I z ~i 0 o!::.: W 1= ~IO ~ a.. ,0 lJ... ~ ~19[:O 1Y-10 w :JI~ 0 0 VlILL U ...........,"'-:~ '."--. ..-. DOTtH '=1 Oft """'NerfT ...... [)!t>l,-IEI ~ 0 ~ '\ ~~~ , II ~ J. ""...... -l-- N,CJ) (j" '.~"'" ~';:ch~ I '-,-""' r---. r--l '....... -'-- I ;'! ~t "- OGMPAClID EM'" .... T"IP, ....."" SID( SlCI'l' - 2:1. T'f'P .....s I / ~~ rLfiJllF......c. """CAI. ClASS B S~ SPUJIl,o Y ...... :Ir-='-::: -~r- ==cmirii::.ru- ,'-0' _ , ~~ II -:!) (AA!>1 ""'" b-- I-- ~ \ SEClION B-B SlONE au n.n ..........y STONE SPlUW...y ","0/'0 A ..EL.AIL'!lU'- ~!Sl.TOIYEJtSOl'l[)lTO-l "" .......-' !I'tto - tEI Pl.ANS '~~ =r~~~ .'- ..-y \ ..."'........-...... r-COHSl'I'UCT 'J1IW> (JJUT SP'U.w lIl'fTH N.C.o.O. r. ClA!S 8 ERtWClN COfIIntOl STONE I I ~ 2 '-'-~ ~, "'I~ D''lND Slt>>tf APfI04 UP 0tSCHAAG( ~n SDE s..~5 ClASS 8 STON[ APROH NIN. TWICl(. - 1.0 MAk. STClHE D1....TUI 2: 1 EJI:oa.VArrn SlOE ...... lWIlN\J. .. Pl.Nd rll't $lDlhIOI r Sl'CIl.*X. \Q..UN[ REO'O. IlIIAll. """T CCJuLCTIQH lC'IO........Q."f.N/ ~/t.P 'lIIH[N Tl'IS LOEI.. IS REACHED , fflAP BOrrow fllV. ~~r..:cSf.. nLltR FASRK: I UP'SUI[AM '/11/% T"l"PICAl t ~ WlN.1Z.ltoIC)t E)QST1I'fCCItOl.fC) ji UHE vM$[.ll1 ___~___II~ 'Mn; f"lIot rs ntAP ___ 10'-0'" .... ..... ~OO-A=A... TEMPORARV SEDlMEN T TRAP HOT TO !!CAll , TEU~G;;ARY GRA ~L B/. RIP-RAP NOT TO SCALE BA~ I"" ~I EXISTING DITCH (WlDlH VARIES) ~I >;/))'l)>.)/j'R . ~-' ~'f:~)$; "~~ io ~'-'-~': , / <<Y\. 'r'r ''It .~/ ,-'\:j' Ni .<-:;< ," " 0>>/ ~>>)0' /v/....V/,U ELEVATION N.C.D.O. T. CLASS ----, B EROSION \ CONTROL STONE .AI A. ~ 7'li ~-------- ~- ~ ).. .1 ,2,.? ~. ~ i ~ t ~~~~,;,~>~ d. FLOW .A ~ - -A' ~<<:(~~~~%~>~,~~)('>><> ~ 1. J' ..... SECTION TEMPORARY RO~t(' CH.. (:K" nAU NOT TO SCAlE COMPACTED BERM:\ rFlLl SLOPE SEED Ie MULCH .2'-0. ~ AFlER CONSTRUCTION r-w~ 1- \ I I 1-' , i "i ~ 1-1fI-'--i i ;_ FLOW 12- MIN. ~ -i--- \" ~2 '-':Ii . j~' -I 1-3N 1 ,y, 2 ~:- iL-"-":nl.L~ ;(~~~~~'05>Y*y>y/:-I1 · . y~'S'0M~~'\.">~AY/ ~).., , ^ //,//(,,~ I IOlz (0(,{'l'//, /A //, //, /A //1//0.:/, //,~ '~~ .I ~ ::0 ~V>' I " ''0::-':: N A...'</.' I ' O. TV<> />)7/ YAY> I-- 6 ::. I I r. I /,/ A'/'r(\(/' I . .. ''''>>' SEED Ie MULCH CHANNEL'- AFTER DIGGING DITCH NATURAL GROUND UNE TEMPORARY.. .T DIVERSION DITCH 'T TO SCALE ECOO6A , j.... LENGlH - 100' MINIMUM ----t I ! 16- MIN. lHlCKNESS I ,t I I ~~~%.~~%~~08>)..~>>-~~~~\~~\~W :-.: :-.: ~~.~%'~<':5-).~~~ \ BCIS11NG . '-FIL It:R F ABRle GROUND UNDER STONE C STREET SECTION u~T- ~:::E! i!!L PUBUC STREET PLAN NOTES: 1. A STABlUZED PAD OF CRUSHED STONE SHAlL BE LOCATED MiERE TRAFF1C WIll. BE ENTERING OR LEA 'ANG A CONSlRUC11ON SITE TO OR FROM A PU8UC STREET. 2. STONE TO BE NO. ~ FILTER STONE. 3. THE ENTRANCE SHAlL BE MAINTAINED IN A CONDl11ON 'MilCH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBUC SlREElS OR EXISTING PA'wD4ENT. lHlS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDt110NAl STONE AS CONDl11ONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ..... All SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBUC STREElS MUST BE REMOVED IMMEOIA TEL Y. 5. 'MiEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBUC STREET. WHEN WASHING IS REQUIRED, IT SHAlL BE DONE ON AN AREA STABlUZED WllH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. 6. FILTER F ABRtC SHAlL BE MIRAFl 500 OR EQUAL 5T ABII I /1-11 CON~ I t-<UCTION ENTRANCE NOT TO SCALE REV,PERM DfTCH REV. DRAINAGE 7 28 97 REV. NO. DESCRIPnON REVISIONS DATE r= 'bi ~ ..!. iii ... ! ~ ...c1Im OR WOOD POST , rWE F~ 'i rn..1ER FAIlle f\~m- I=-' ' i 0 ~I ~ ~~ 4"~ I. I=- - v,-v ) SANE UCUS CANCOENSlS ..-- \ " "- ...... ---------- ;VA"'" ANCHOR FA8IIC AS SHOWN SECl10N yNI/tIU. AS I&C1ED BY THE ENGINEER (10' WAX.) TOP AND--'I BOTTOU \ r!STAY IMES. SlRAND 1r SPAlCItIQ WIN. 10 _ .... 14 C>>. GA., nit I , i ANCHOR WIRE F~ TO~ i WOOD POST I11H ..... 4 I FENONG STAPLES PER POST ..;. I I I II I I -SECURELY ANCHOR FABRIC TO ~RE W1ll-1 WIRE TIES ~ ~ ~i IT u 7 j ( \ ''V,J SERICAJ B1o-ST~ :-11 ~r; I Y-:~~N~ grEEP (1 PER SQ.FT.) I. 5' I "N.. . I I ~ BIO-FAsaNE p~or- 21 or- COCONUT FABRIC(NORlH ~ _BURY EDG~ OF AMERICAN GREEN C-125 BN) MATTlNG 6 DEEP OR APPROVED EQUAL CLASS I RIP-RAP l--l I II ~ 1S'"lHlCK....N. 12\~. or- ~ W-8" \: PI~CHANNEL NOTES: 1. COCONUT FABRIC TO BE INSTALlED PER MANUFACTURERS SPEC. 'Mlli MANUFACTURERS REPRESENTATIVE PRESENT DURING APPILCATION. 2. ?=\~ABRJf ~T11~dN;TOliFOFU~p~R~O=T~N~AL~~. 3. DITCH DIMENSION TO BE EXCAVATED FIRST, lHEN DIG OUT FOR RIP-RAP. 4. AU. Blo-ENGNEERtNG BY OlHERS. BIG-ENGINEERING PLANTINGS TO BE COORDINA TED Yl'TH ARMY CORP OF ENGINEERS Ie OEM AT LA lER DA TE(NIC) 5. USE COBBlE RIVERSTONE AT BOlTOM OF PILOT CHANNEL e.ERMAttEtil UII CH ... ~ ~LlllJl NOT 'IS S1CAL[ SAUX PROJECT WANACER FSC DSN /l>RN BY GSG,PDW APPROVED BY FSC FilE NAME 9726210.DWG DRA....,NG SCALE AS SHOWN PROJECT DATE JAN-97 PROJECT NUMBER 97262.10 PLOT DATE , YK~<'/k'/. WAX. ~J F~ MESH ~ SIZE - 31 SQ. IN. :x. ~~/~/.(" I ~. ~~~~~ FILTER FABRIC TO BE *~'b I d~ POLYPROPYLENE N'/'LON. , ~ SQ POI.. YESlER OR POly-I I N III is:: ElHYlENE YARN Of' U tolANUFACl\JRER TO BE APPRO~ BY EHQNEER t:J ~Al1ON NOTES: 1. ntE CONlRACroR SHAll. ~TAlH ALL SIt. T FDICING BY REMO'wmG AND DISPOSING OF 51.T ACCUUULA110NS AS DIREC1m BY lHE ENOINEER. fILTER FABRIC SHAll. IE REPlACED ~ IT HAS DE1ERIORAlED TO SUQi EXlENT ll-IAT IT REDUCD 1HE EFFEC11\8IESS OF 1HE SIlT FENCE. 2. Fl..1ER FABIIC !HALL HA~ A tollNDotUM TENSI..E S1RENGlH (. 20X WAX. n.oNGATlON) Of' 3CIbaAJN. .... WIRE FAIlle REQUIRED. 3. F EXTRA S1IIENG1H FAIlle IS U1IJZED (Wl lEHSILE SlRENGlH - 50 IMAIl It. . MAX.. 2IDS El.ONCA 11ON). 1M[ FAIR<: IS OPTIONAL. ~ POST SPACING - , FEET. 4. POSTS SHALL IE 4- DIA. PIN[. r DIA. QAI( OR 1.33 1b/lF S1m. UII.ESS O"IHEMISE APPRCMD BY ENCiW&R. TEMPORARY SIl.T FENCE NOT TO SCAlE ACER RU8RUW r UNDERA BENZlIN -1_ ,.. QUERCUS PHaLOS BETULA NIGRA s' FENCE(SfE DET"'l)~ :-... \ ,..------ FU1UR[ DAYCARE ~ ~ I I ~ I L..___...__ 8' HIGH VlOOD FENCE(SEE DETAIL) ------ -./' ~81 : . I \ -r---- P 1\ t-IERMA~rI~ )ITCH 81 P .AI' , -- 1924 CLEVELAND AVENUE CHARLOTTE, N.C. 28203 (704) 334-5.348 WK DICKSON Atlanta, GA Columbia, SC Engineers Planners SUNe)OnS Asheville, NC Hickory, NC Raleigh, NC ACER RU9RUM UNOERA BENZIIN SAUX SERICA RELEASED FOR APPROVALS BIDDING CONSlRUCTION RECORD DWG, HOlE. ALL Blo-ENCNEERING BY OTHERS. BID-ENGINEERING Pl.AN11NCS TO BE COOROtNA TED Y1tlH NOIY CORP OF ENGINEERS Ie OEM AT LATER DAlt:(NIC) ~L Ill. io . N - -roo- . lD - -~ DATE . pl:.t<uAtiEHT SI-I-I Hft.JC SCHEDUI F=" - ~IX I LJRE J2M -- Yn~ ool oil) ~))) ~ ~ ) QUERCUS PHElLOS s..dInt WIxUn ...... TCIII ,..... Crown wtdl K_ IeIpedua Redtop .STORAGE AREA ... (Ib/....) 40 10 10 5 ~ ~ NO. 5 WASHED STONE, TYP. BElULA NIGRA .-..-. ~ T~ ~ ) ,rrT/ ~ J ~ ~ \..a.....AJ U ;). L~ ~ ~-7'- SN8JaJS CANmENStS .....~ ..~ -1:/ ~ Seedln2 note If III ..lI ~ Ie ........ ~ 20 Ib/ocn -'aea IJIIIIMv ..... ..... ...... ., t ... ... 11 ... to w... .... ~ . 1a .1..-. t' fr ~ _ NII''' _, . .... -. 11. ... 40 ~ .,. CINII). fl.OIt ~o't4 s..... ... ... 2110O ft: Beet POlIIIIle ~ 16-s.pt. 1 .l.IIy >>--s.,t. 1& ... 1-Apr. 1 ...... 1-Nay 10 ohIly 25-Au9, 15 July 15-Au9- 30 Mer. 2O-Apr. 20 ...... lHkIy 15 ~ ~ ..., In the fall, CI\d 8tart lat.. In ~ on north CI\d .. ...... ...... A t A t --- --- --- --- ...-------- --- --- ---- AIMNiI .. ft: , ~~ CATCH B ...::;~ Sol ~t8 FGIIGw r_.-.ncIatlon8 of _ teeta, or <<ally 4,000 Ib/ocn vounct 0I7IcuI- IunIl "'J>AL_ ond 1,000 Ib/ocn 15-1G-10't.tIIar. PLAN LLI Z ::J ~ a: w Q.. o a: Q.. Mulch .\<<10-8,,00O ./__ ... ... . ~t _ of ..... ..... ..... ~ inuIIIt ~ ..... .... lIIPMIt. ,... .. ..... ...... ... ,....,.... ~ ...... - .... ...... . N '7' ~dtIIL 1.3'-'> ~ / ~:~~=::: ~ / ..l .,~ ~~.... V / L'.Tc,. ~ ~ f~~O' ~:, ~ '/. ~ ,.,..':'...-..' ....,:.... z :i rf5 .WASHfD STONE I t~ ....... _ FLOW 'L. .....NIftCe Do not _ arOR wIiah. IWwtIIze In the Mc:OncI ~ .... growth Ie My adIquate. ..... tIrtIlze and mwd1 dcmaged .... ImmelIahl)l. FLOW -- v: -- oy .......... IUNI.. SCHEnl1l ~ - FALl BUFFER (SEE PLAN) ECOIOC Seeding mixture Speciee R)'8 (groin) Rate (Ib/acre) 120 NOTES: SECTION A-A THRU ru~.~ III NOT TO SCALE Seeding dates Mountains - Aug. 15-Dec. 1~ Coastal Plain and Piedmont - Aug. 15-Dec. 30 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 2. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 3. CONSTRUCTION OPERATIONS SHAlL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION SHAlL BE MINIMIZED. 4. THE SEDIMENT TRAP SHAlL BE REMOVED AND THE AREA STABIUZED MiEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABIUZED. . H"'~U SoB amendments Follow 801 tMta or apply 2,000 Ib/ocre ;round agricultural lime- stone and 1.000 Ib/ocre 10-10-10 tertllzer. Mulch Apply ....000 Ib/acn Wow. Anchor 8traw by tacking with asphalt, nettilg or a mulch anchorfncJ tool. A d18k with bIodea set nearly Wol9ht con be used as a mulch an~ tool. Maintenance Repat' and refertllze darnoaed cnG8 mmedlately. Topdr_ with 50 Ib/acn of nrtroven In~. If It .. nce.llIfY to extend tempclfCIIY CO*' be)Oftd ,l,ne 15. ownud with 50 Ib/acre Kobe (PIedmont and eoc.tal PlaIn) or Korean (Wountains) leepedeza In Iota FebruGry or early March. -ET ~tnlR.L Ill. NOT TO ~ ,-...." :E~~~~~~,~;rnE mEET RIGHT Of WAY SH~ BE PRO~CTED 11 ~ '~~ I~ lYf~}fh FROW DAMAGE AND/OR REMOVAl PER lHE CITY OF CHARLOTlE TREE K / (//) ORDINANCE. ANY PROPOSED CONstRUCTION ADJACENT TO TREES OR ROOT ~, I. 'I. SV'SlEtat SHAlL REQUIRE A PERMIT FROM lHE CITY ARBORIST. THIS INCLUDES \ I \' ~ / ,." lHE FOlJ..OYltNG: STORM DRAINAGE. UNDERGROUND UTIUTlES, DRIVEWAYS, \j ~~O~~ J' " SIDEWAlKS, ETC. UTIUTIES MAY BE TUNNELED IN THE ROOT ZONE AT A 2..... '\ MINIWUM PRO'Y1DING lHA T PLANS ARE APPROVED SHOWING lHE LOCA 11 ON \ \ I AND METHOD. ,V I BARRIERS SHAlL EXTEND AROUND TRUNK AS SHOVtt4. THEY SHAlL ~ ~ ENCOMPASS THE TREES WllH A RADIUS OF NO LESS lHAN ONE FOOT (1') FOR . ~h-/L II EVERY ONE INCH en OF TRUNK DIAMETER UNLESS OlHER'MSE DETAIlED. '" L~ DEVIATIONS FROM THIS MUST BE APPROVED ON AN INDI'Y1DUAL BASIS BY lHE 2~ I, ENGINEERING DEPARTMENT AND lHE CITY ARBORIST. AlL TREE PROlt:CTION " /c BARRIERS SHAll BE INSTAllED PRIOR TO ANY GRADING OR OlHER LAND ~ ~ / I DISTURBING ACTI'Y1TY. lHEY SHAlL BE CONstRUCTED FROM ANY MA TERIAl ~ ' ./ ~ I' SUBSTANTIAL ENOUGH TO DESlGNAlt: lHE PROTECTED AREA AND PROlt:CT '-,....... ~ ~./:;::::~ lHE ROOlS, TRUNK. AND CROVtt4 OF THE TREE. EXAMPLE: 2x<4 STANDARDS ~ ~ ~~ ~ ~~ AND 1x.... RAILS; SILT FENCING. ETC. IREMOVE AlL BARRIERS UPON I ~ ~ f/ .L7' ~ ~- : IN SOME CASES PERMllS MAY BE ISSUED TO AlLOW TEMPORARY (30 DAYS~ COMPLET1ON OF PROJECT I - ~ ................7 ~ -I ACCESS ACROSS lHE PROlt:CTED AREA. MULCH, 4- TO 6- DEEP WIll BE ONE FOOT FOR EACH"\' r wi REQUIRED IN lHESE AREAS TO ACT AS A CUSHION TO PREVENT SOIL INCH .OF TRUNK DIAMElt:R ~I COUPAC11ON. DO NOT STORE MATERIAlS OR PARK MACHINERY IN ANY ,(6 MINIMUM WIDTH) / ~: PORTION OF THE PROTECTED ROOT ZONE. DEAD TREES Ie SCRUB GROWTH ~I SHAlL BE CUT FlUSH WllH I ADJACENT GRADE. NO GRUBBING "" .oj . AlLOWED UNDER DRIP UNE. - :::=:::::fll ~ :=:::=::jlll ~ --------~ I r, --------i xl 01 ...JI =1 0::1 <I m! ~1 EXlENTED POST Wl1M CN' r-\ -- =-- - 2x4 TOP SlAT ~ e PANEL FENCING -- ~-~- RLl. DIRT NO DEEPER lHAN TWO INCHES SHAll BE AlLOWED W1lHIN lHE DRIP UN[ OF THE TREE. THIS WORK SHAll BE PERFORMED UNDER lHE SUPERVISION OF lHE CITY Of CHARLOTlE ENGINEERING DEPARTMENT. ---f-- ---f-- -- I-- 2x4 MIDOlE SUPPORT ----- ----~- ---f-- IN THE PROTEC'rrD ROOT ZONE, SlUMps, DEAD TREES. AND SHRUB GROWTH SHAll BE CUT FtUSH OR GROUND OUT. NO GRUBBING IS PERMITTED. ''1.' REMOVE ALl BARRIERS UPON COItFlETION OF PROJECT AND FIll lHE HOLES. ...J < a w .... ....;.. ,;.; TREES lHAT DIE AS A RESUlT OF THE CONTRACTOR'S NEGUGENCE TO THESE SPECIF1CA11CNS SHALL BE REMOVED AND REPLACED UNDER lHE DlRECTlOH OF lHE CllY LANDSCAPE ARCHIlt:CT AND APPUCABlE CITY STANDARDS. PLACE BARK WUlCIi AT AREAS-1' NOT PROTECTED BY BARRIER w,.,..-o.c-- . DEAD OR DYING TREE LESS lHAN 12- D8H 12-20. DBH 20- 28- DBH 28-30- DBH ABOVE 36- DBH PRUNING AKJ lHINNlNG OR EXISTlNG TREES: All BRANCHES OVERHANGING 1HE ROADWAY SHAll BE REMOVED TO A HEIGHT OF SE\€NTEEN FEET. DEAD WOOD AND CROSSED BRANCHES SHAlL BE REMOVED FROM lHE TREES WllHlN lHE CONTRACT AREA. lHE PRUNING SHAlL BE DONE IN A MANNER WHICH PRESERVES lHE NATURAL CHARACTER OF THE CROWN. - '-- I--- 2x.... BOT'T'OM SUPPORT NEW tREE 1-....- CAUPER TREES 2-4- CALIPER TREES 3-4- CAUPER TREES 4-4- CAUPER TREES 5-....- CAUPER TREES 95~PACTED SUBGRADE r--- N4Y lREES PlANTED SHAlL BE IN ACCORDANCE WllH lHE CITY OF CHARLOTTE TREE PLANTING SPECIFICATIONS. - CONCRE1E FOOTING ROOT PRUNING: ROOT PRUNING SHALL BE KEPT TO AN ABSOlUTE MINIWUM ROOT PRUNING SHAll BE STARTED WITHIN RFTEEN DAYS AFTER 1HE AWARD OF lHE CONTRACT AND SHAU.. BE COMPLETED W1lH1N FlFTEEN DAYS AFTER STARTING WORK. lHE CUT IS TO BE MADE NO MORE lHAN 6- BEHIND lHE BACK OF lHE CURB. 1HE CUT SHALL BE MADE TO A DEPTH OF TWO FEET BELOW lHE SOIL SURFACE. THE RoolS SHALl BE CUT CLEANLY lEA 'Y1NG A SMOOTH SURFACE. AlL CUT SURF ACES OF ROOTS TWO INCHES OR LARGER IN DIAMETER SHAlL BE COVERED IMMEDIATElY W1lH TREE WOUND DRESSING OR lHE TYPE USED AND APPROVED BY lHE CITY ARBORIST. ROOT PRUNING EQUIPMENT SHAlL BE KEPT SHARP TO ENSURE lHA T ROOlS ARE CUT CLEANLY AND ARE NOT BROI<EN OR TORN BY DUll OR UNSUITABLE EQUIPMENT. FERTIUZA TION: SCHEDUUNG OF FERTIUZA 11 ON SHAll BE AS APPROVED BY THE CITY ARBORIST. A FORMULA11ON OF 31-1D-8 ANALYSIS FER11UZER OR OTHER AS APPROVED BY lHE CITY ARBORIST AND THE ENGINEER SHAll BE USED. TREES SHAlL BE FER11UZED WllHlN THE PROTECTED ROOT ZONE AT THE RATE OF 6 LBS. NITROGEN PER 1000 SF. SOURCE OF NITROGEN SHAlL BE NO lESS lHAN SO" UREA FORMALDEHYDE (SLOW RELEASE LOW SALT INDEX). THIS UQUID FERTlUZER IS USED W1lH A TREE FEEDING NEEDLE. AN EQUIVAlENT DOSAGE SHAlL BE APPUED USING lHE SAME PATlERN OF HOLE. - 6' HIGH wnfin FENCE NOTE: ALl FENCING SHALl BE PRESSURE lREA TED. I KtJ: PRO I t:.l;TiON DE-AIL 1\~~~'0:f ~ ., " .) ) iUr ". .'y . ,'__ . 'l...;J... r" ..~ -: _. tl L CIRCUMFERENTIAL ROAD SUBDIVISION/INFRASTRUCTURE PLANS ALBERMARLE CROSSING CHARLOTTE, NORTH CAROUNA 7 TREE PROTECTION AND EROSION CONTROL DETAILS t . ~ . . -~ -', . ~ ".-.' -.:' ; . fl 'Il': \ . .. ' 4: .f\t ..;.J:, c....:.~. ...." \(; ~ .~ib"..~l{1 ., :1 ':1 ~ . 7 LIST OF DRA WINGS SHEET NO. DESCRIPTION 1. COVER SHEET 2. SITE PLAN 3. SITE PLAN 4. SITE PLAN 5. SITE MARKING PLAN 6. SITE MARKING PLAN 7. SIGHT DISTANCE/MARKING PLAN 8. TRAFFIC CONTROL PLAN 9. ROADWAY PLAN &: PROFILE 10. INITIAL CLEARING, DRAINAGE AND EROSION CONTROL MASS GRADING, DRAINAGE AND EROSION CONTROL 11. 12. SITE DETAILS 13. SITE DETAILS PROJECT SITE SUBDIVISION IINFRASTRUCTURE PLANS FOR CIRCU FERENTIAL ROAD CHARLOTTE, NORTH CAROLINA AUGUST, 1997 .:::::Y \!: PARCEL 'I TRACT A I~ .i -----------------~ , , I I , I OUTPARCEL j .1.1. t t i I I I -----_~ CIRCUMFLRENT'A' --~- 'e-_~_~L ROAD => -"'--'e- 11 ~i ~~ ~ PARCEL 1 TR ACT B I i I ~ I DEVELOPED BY: ALBEMARLE CROSSING ASSOCIATES 320 S. TRYON STREET CHARLOTTE, NC 28208 (704) 376-0363 I I I I I t _-L_______ I I f """... I " '........ " ,../"/ I \ '~,," ./ I '\ ~ /' , I, '", I ,,\ ; I I \ ! I vi ~ \ i , ~ \ t I / \ j ! I '. L---L..------i-T-L---------L------'------ -O.-_____...i.------I---------L--- , , I , , I J I I , , I , , , ............. .... ~~. .......... ""-~ .. '-- "," -~--"" ~ .........,~~ ~.....;:::... ....., " ~~..'" ' -~ ' -''''- ~ ... ~... ' "''''......", "" I ", , , , '......~, ~~.." ...... " "-.. ....,- ". '" ~:"" "", "'---" ~'~' ~-- ",- ~,~, ~.~.~" '" '\.. ~ ~ " " ,,~, ,~ PARCEL 1 '-,' ~\ ~~ TRACT D '" ~'~~.'\ \ '\ , \ \' '" ~~~\ \~, , \.\ '" ' , ~~ \\ \, '~\\\ ~,\ '\ \,~\ \~, \ , :,.~\ ~ \ , \, '. ,\ ~ ~ PARCEL 2 PARCEL 1 TRACT C ;:J.I, q ~ WI W ~ llll -SS- SSMH 0 --0 -FM- $~~ ;f ~ i2l ffiil EB C:::::::::::::::::::::::J I"YYY\ -,,-- -x x- 700 t'} T D. LEGEND ~ PROPERlY IRON PROPERTY LINE RIGHT-OF-'WAY LINE RIGHT-OF-WAY MONUMENT PERMANENT UTlUi ! EASEMENT TEMPORARY CONSTRUCTION EASEMENT WA TER LINE WATER VALVE WA TER SERVICE LATERAL W/METER FIRE HYDRANT W/VALVE Be TEE SANITARY SEWER LINE SANITARY SEWER MANHOLE SANITARY SEWER St:RVlCE LATERAL FORCE MAIN OVERHEAD UTILITY LINE UTILITY POLE/LIGHT POLE UTILITY POLE W/GUY WIRE TELEPHONE PEDESTAL UNDERGROUND UTILITY LINE E = ELECTRIC FM = FORCE MAIN G = GAS SS = SANITARY SEWER T = TELEPHONE TS = GAS TEST STATION W = WATER . STORM SEWER CATCH BASIN STORM SEWER JUNCTION BOX STORM SEWER LINE RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE TREE TREE UNE SIGN MAILBOX FENCE PAVED ROAD/DRIVEWAY A = ASPHALT C = C0~; ::RETE UNPAVED ROAD/DRIVEWAY u = DIRT G = GRAVEL DRAINAGE SWALE/DITCH CONTOUR PLANS pnp~..~n BY: Engineers Planners Surveyors VVK CICKSCN " ~ . ---- \ -PE- -CE- -w- i ~4 . ~ -ss- . -FM- . EB .---.--. rv-v-Y"'\ )( )( I, --l700 L 1924 CLEVELAND AVENUE CHARLOTTE. N.C. 28203 (704) 334-5348 Asheville, NC Columbia, SC Raleigh. NC Hickory, NC Atlanta, GA PROJECT NUMBER 97262.10 ~ ~ :5 z 0 1= ~ ~ ~ <( Il. I.&.. W ~ >< w ~ . Z I.&.. W ~ ~ 0 u .:0 z 0 (/) ~ <.> w is ~ ~ z 3i ffi ID I I ::IE ;:) Z >- ~ CD 0 ~ I.LJ 1= ~ 0 ...J Il. 0 Ii: ~ ~ m 0 0 a:: ...J <.:> W ::> I.LJ 0 C CJ) G: u .q- ~ W w '\ I (f) W Z .....J I () ~ <( ~ ~ -0+.38.67 ~ ~ . " ., . - ., ,.. ... '.' . ~ . ," . . ~.# v " 01~ v v ~ 12 ~.. . Iii 12 EO ~ ~ . ' i'- I, \ , , , \ ~ \ '\ ,\ \ '\ ,\ I , \ \ i'- \ i' i' /- :;0 ~ o ;$i ~ ~ fl REV.. PER COOTfaTY CClNWEN1S 4 REV. PER COOT/CITY COWEN1S 3 . EN1RANCE Sf A 7+Oll:f:, REV. Uf.DIAN Al.8EIlUARU: RD. 2 , AI.IClNIoENT 1 , PER COOT CClUIlIENlS REV. NO. DESCRIPTION REVISIONS . . , v .... I... ... ... I... ... .. .. ~ ~ " , \ \ \ \ \ \ \ " " '1 " \~~ " ~> " \ '" \ 'O~ '\. , O~ '\. \ ~~ - - - , .... , ECP /D ~ , I I I ~9.,,~ -~~ ~L- (01 C1I x' il~ ~~ ~O '3 x. ~ct ":""(1) ~ .... -" C1I o g en i > ~ fj3~ , r ~ I I I I I j I j I j I j ~ i Fe bi I ~ I I I I I I I I I I I I I L --- --- -- FUTURE 35' SETBACK -- --- --- - - --- J_ 418.54' - k 1+00 I } g ... +-- .... " :: '..~ ", .... ;~., :~,:,'" :..;':. '..~." <.~ . ....~. .~. :1. ':. " .' :: ',. . ". '. .:.,:: .', ',.""J " .>>:/:.:::. h.h.. .... .'. .. ..::\.,'.: .>. ""'::~-:"::"~' .- :_ 0:.> .>, SO'TAPER ~ r , I ,I io ~rJ - --- -- --- ----- - - ---- SITE SUMMARY SITE AREA=36,3:i: AC. ZONING EXISTING ZONING: PARCEL I: R-3 PARCEL II: R-3 PROPOSED ZONING/DEVELOPMENT: PARCEL 1: CC (CD) TOTAL ACREAGE: :1:22.0 ACRES (INCLUDES PROPERTY FOR EASTERN CIRCUMFERENTIAL R/W) - NOTES: 1. CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS, WATER LINES, STORM DRAINAGE, POWER POLES, ETC. WITH APPROPRIATE UTILITY COMPANY. 2. CONTRACTOR TO COORDINATE ALL CONSTRUCTION IN R/W WITH N.C.D,O.T. AND MECKLENBURG COUNTY, 3. ALL TRAFFIC SIGNS, STRIPE PAINllNG, LIGHTING ETC. TO CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL OEVlCES(M.U.T.C.D.) 4. ROADWAY IMPROVEMENTS TO ALBEMARLE ROAD BASED ON APPROVED REZONING PLAN DATED 10/2/96.(RP 96-60)(SEE SECTION 1 THIS SHEET) 5, ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERVt1SE SHOWN. 6. BOUNDARY INFORMATION TAKEN FROM OS ATLANTIC CORPORATION MAP ENTITLED .UPOA TED BOUNDARY SURVEY MAP OF 56.58 ACRE TRACT", DATED 6-20-95. 7. PLANIMETRIC & TOPOGRAPHIC INFORMATION SUPPLIED BY AREO-DYNAMICS CORPORATION USING AERIAL PHOTOGRAMMETRY, PROJECT FLOWN JAN, 1996, 8. ELEVATIONS ARE BASED ON USGS SEA LEVEL DATUM. 9. UTILITY LOCATIONS ARE APPROXIMATE BASED ON LOCATIONS OF VISIBLE ABOVE GROUND APPURTANENCES AND AVAILABLE UTILITY COMPANY RECORD DRAWINGS OR INFOMA TlON. 10, ALL DEBRIS FROM CLEARING TO BE PROPERLY DISPOSED OF IN AN APPROVED OFF-SITE LANDFILL. 11. SITE TRIANGLE OF 35'X35' AND 10'X70' TO BE CLEARED AT INTERSECTIONS. & 12. ALL PAVEMENT MARKINGS AND SIGNAGE FOR EASTERN CIRCUMfERENTIAL ROAD AND ALBEMARLE ROAD SHALL BE INCLUDED CONTRACT PRICE. 13. ALL DRAINAGE FACILITIES, CURB OUTS, AND CURB RAMPS MUST BE CONSTRUCTED IN COMPLIANCE WITH THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL AND COORDINATED WITH ENGINEERING AND PROPERTY MANAGEMENT. 14. ACCESS TO ALBEMARLE ROAD AND THE EASTERN CIRCUMFERENTIAL ROAD WILL BE LIMITED TO LOCATIONS SHOWN ON THE APPROVED CONDI110NAL REZONING PLAN. ADDITIONAL ACCESS TO THESE ROADS WILL NOT BE APPROVED. 15. ANY FENCE OR WAll CONSTRUCTED ALONG OR ADJACENT TO ANY SIDEWALK OR STREET RIGHT-OF-WAY REQUIRES A CERTIFICATE ISSUED BY COOT. GRAPHIC SCALE ~ i 20 I i 8/22/97 8/7/97 6/23/97 6/11/97 5/16/97 DATE 40 I ( IN FEET ) 1 inch = 20 tt. PROJECT IolANAGER FSC DSN/DRN BY GSG APPROVED BY FSC FILE NAME 9726210,DWG -- WK DICKSON DRAWING SCALE 1"=20' PROJECT DATE DEC-96 PROJECT NUMBER 97262.10 PLOT DATE Engineers Planners Surveyors ~ in Co - U) ~J , R/W S031.'44-E - - -- = ~ ;.... ~ , . '!J9~ : ~ k - - 2+00 SOJ14'44-E -+ - 500.00' ;.:'..:.,.... ..: - : '.~ ,",' 1 . ...... I _ _ 3+00 , ::....:. ::~.. :.. . .~.. . '. '.' .' , '. ... :'": .-::-::..':.... .......: "<.,.:..::: .:; :.: ,~,.: ".:~..:..~:...:..;::","::...",><.::.':.;.: ~ \:>< :.;;.? :,.::.:....:; .:':.'.::.: .' STA; 3+10.13 OFFSET: 6.50 R 2'R 11 N ~ , I - ~ ^ :z: :tI. I I _I I 1 I I " 1 "I -~ R/W .:..:: SOJ'4'44-E 336-:V: ~- -------I'-~-- T " -- " ,- 35'x35' SIGHT TRIANGLE "I 10'x70' SIGHT TRIANGlE,TYP. " I "~ )" ------ / -- __ - = = == :]if ------ - 4' WIDE CONCRElE - MEDIAN. NCDOT DTL# 852.01B --- -- - -- --- -- --- - 40'PUBLlC STORM EASEMENT 16.A RIGHT-OF-WAY ENCROACHMENT AGREEMENT IS REQUIRED FOR THE INSTALLATION OF ANY NON-STANDARD ITEM(S) (IRRIGATION SYSTEMS, DECORAllVE CONCRETE PAVEMENT, BRICK PAVERS, ETC.) WITHIN A PROPOSED/EXISTING CITY MAINTAJNED STREET RIGHT-OF- WAY BY A PRIVATE INDIVIDUAL, GROUP, BUSINESS, OR HOMEOWNER'S/BUSINESS ASSOCIATION, AN ENCROACHMENT AGREEMENT MUST BE APPROVED BY COOT PRIOR TO THE CONSTRUCTION/INSTALLAll0N OF THE NON-STANDARD ITEM(S). CONTACT COOT FOR ADDITIONAL INFORMATION CONCERNING COST, SUBMITTAL. AND LIABILITY INSURANCE COVERAGE REQUIREMENTS, 17. MAJNTENANCE OF THE 40' PUBLIC STORM DRAIN EASEMENT WIll BE THE RESPONSIBILITY OF THE OWNER. 18. DESIGN SPEED OF EASTERN CIRCUMfERENTIAL ROAD IS 50 mph. VERTICAL AND HORIZONTAL DESIGN OF ROAD BASED ON AASHTO n A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS. ,1994. 19. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF CONSTRUCTION, 20. COORDINATE ALL CURB AND STREET GRADES WITH INSPECTOR. 21. ALL ROAD IMPROVEMENTS TO DWlGHTWARE BLVD. TO BE COORDINATED WITH ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. 22. DEVELOPER WILL PROVIDE STREET SIGNS PER CMLDS 50,05(9" SIGNS ONLY) ACCESSIBLE RAMP-CULDS' 10.13A OR 10.32A (TYPICAL BOTH SIDES ALL ENTRANCES) NOTE: THIS DRIVEWAY TO OPERAlE AS FULL MOVEMENT BUT MAY BE RESTRIClED TO R1GHT-IN/RIGHT-OUT MOVEMENTS ONLY IN THE FUltIRE DUE TO SAFETY CONSIDERATIONS AS OElERMINED BY COOT AND HCDOT. 23. SIGHT TRIANGLES SHOWN A MINIMUN REQUIRED. 24. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLlCAll0N OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS, 25. N ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5" SLOPE ON THE CURB. 26. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR, 27. PIPE SYSTEMS LOCATED 'MTHIN PER~ANENT STORM DRAINAGE EASEMENTS IN THE CITY ARE TO BE MAINTAINED BY THE CITY IN AN DON-CALL" MANNER. THE CITY WILL NEITHER BE RESPONSIBLE FOR THE GROUNDS WITHIN THE PERMANENT STORM DRAINAGE EASEMENT NOR REMOVAL OF ANY OBSTRUCTIONS IN THAT AREA. 28. PIPE SYSTEMS AND/OR CHANNELS LOCATED WITHIN PUBLIC DRAINAGE EASEMENTS ARE THE MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER. 29. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS. LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 30. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY SUBDIVISION ORDINANCE. 31. NON-STANDARD ITEMS (I.E,: PAVERS, IRRIGATION SYSTEMS. ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION AND NC-DOT BEFORE INSTALLATION. 1924 CLEVELAND AVENUE CHARLOTTE N.C, 28203 (704) 334-5348 RELEASED FOR ~~:g:'fi,:~:~,~,~/ .. ~,.:... .", \: (' (; f (', '....'. ;r\;. '- ............( L..J"",fv/!/ .'f;U?' .. /~,:?\ "'j~...{ ~ :Cl !""~,I ;: t )t?-\L " ~~, ; 7 r., Q f-:, : ... ':. t. .) ,I 'J ; .,.... ~~~~:';'::;IC i <.;:,~,<,-,,;:l #'....,ift'..ljtA~i "~,,""""1:: ,":,,~>" ~!u.'~tl{~ 1 DAlE APPROVALS Asheville, NC Columbia, SC Atlanta. GA Hickory, NC Raleigh, NC BIDDING CONSTRUCTION RECORD DWG. 7 L---____J - -r---- {" I " " I " I " I I /-- -- -- - - - ---- ----- ---~ \ = TYPE III DRIVEWAY ENTRANCE ""CMLDS II 0.28 " " ~-- " --- ~ ~ ------ - - -- ... A ~ ..,. ~ 2'-6" CURB It GUTJER +- 4+00 -+ , io ;.... ~ ~ ... co ~ I (.) a. k ~ I L_______ --- - \ \ I \ \ \ \ \~ -t .) \ \ 1 \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ , \ \ \ \ \ \ \ \ \ \ \ \ I \ \ I -....J\ 0\ O~\ (j) \ ... GJ \ .. =5\ o \ I. -\.... (j) \ ... ~\ Z\ ... o \I~ fill \ I I I ,~ j ~~; '\ I I I ~I ~-jl ) ~: ~I ~; I \STA: 0+21.10 OFFSET: 5.41 R R-1' 1\ I \:.;,:.:.. .1..". I --=:.::-: .,:.'.. " .:. :.....:......:.: ..'.....: I I I I I I I I J I ! I , (1'lJ! i ,'~ 717: I ~fO' /' j , :. I ~/ -f;;/ 1 I p~/ / I I ~ 1 r j t/. /1' 11 ./ T I f I I I I I I I I I I I I I I I I r f I I , ---- L -- --- - ---..; -- -- -- -- -- ~1- / I / I // I / I // I / I ~ I / I ~ - I - - - - - - - --- - BEGtN R/W TAPER 5' CONC. SIDEWALK ~ ~ ~ ~ --- --- - --- --- --- ----- ~ ~ - ~ -=- Ro:.aeo.76' L-19B.s2' ~ t:1 j STA: 5+20.32 OFFSET: 4.79 L 2'R . . .;'....::><, :<':~.;.:'.::":"':'>.::.'''/.'::.:)J..:>::.'....': ..~.~:. :7': .'t. .:'. .::;.. "'. ;...;:.' .:....:::.:.,:::~~:...;,...:..:.~.'":<.::~..'>:./J ,., ~ ... 10 ;; STA: 4+00.00 OFFSET: 6.50 R 2'R ~ U) ~ If 1- I I I // -- I -r -r -_ ~ -~ 1 I / / 4' WOE CONCRETE TYPE III ORIVE~AY ENTRAN~ / MEDIAN. NCOOT DTLI 852.018 - CMLDS #10.~8 /J & _ _ I / I I // I I / I --V--c- --- -- - _ FUrURE35'SUsACK ------------ 2'-8- CURB Ie GUllER Co ... I ~ io I- ~ <( ~ (f) w z ~ o R-S80.29' ~ L-'7"~ ~ ~ --~ - ~ ~ ~ ~~~~~W~ -- ~ -- --- ---- - - -----=---- -- ---=== 40'PUBUC STORM EASEMENT - - --- - - - - - - - - - - - - - - ~ - - - - - - - -... -- r I I I I I I I I I I r-.J I I ~ I I CIRCUMFERENTIAL ROAD SUBDIVISION/INFRASTRUCTURE PLANS ALBEMARLE CROSSING CHARLOTTE, NORTH CAROLINA l I I I I I I I I I L SITE PLAN CIRC(j A1Fe~ENn (PUSLtc 0 IA,L ROAD n:OA,D) . - o o + ________ I <0 00+ I I I I I I I I I I I I I"" /../ I I I , i' \ I \ , I , ~ I II , J ! - - .::::::::-.-. --....... ---~ -:::: -----, I I I I r--J I ~ " a:: ~ :5 z 0 F a:: w (I) ~ ~ < ~ u.. w a:: x w ::E < z u.. w a:: x 0 u o:d z 0 (f) ::c u w Ci ::e ~ < ~ z a:: w CD I I ::e ::l z >-i z CD 0 Cl ~ w F w 0 ....J ~ >- 0 i:i: ~ w CD 0 (.) > Cl (I) a::: ....J '-' W :::::> w 0 0 (f) i:i: u ~ ~ o o + (Q <( r- (f) - I ____ W'O+9 Z .....J J: () r- <( ~ " ---- ~ ---- ~ ---- ---- --- --- --- MATCH LINE THIS SHEET --- "" '\'\ '\'\ '\'\ '\'\ '\"- '\'\ '\"- '\"- '\"- \'- '\'- \~ \'- \'- \"- \'- \'- \'- \'- \'- \'- \'- \'- \~ \~ \~ \~ \~ \~ \~ \~ \~ \~ \~ \~ \~ \~ \~ \~ \~ \~ \\ \~ \~ \~ \~ \~ \~ \~ \~ GRAPHIC SCALE .20 0 10 20 40 eo ~ ~ I I I ( IN FEET ) 1 inch = 20 ft. ~'" '" '" ~ '" FUTURE PHASE III ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -~ -~ -~ -~ -~ -~ -~ ....... -~ "' DEAD END STREET 8;R~~ ~ ~ ~ CMLDS 1SO.07A - ~ 4",-"s , ~ ~sO' '~~ , ~l."'-'s. , ~ ~8.<S' ,~ ,~ ,~ ,~ ,~ ,~ ,~ ,~ ,~ ,~ , ~ STA: 9+11.33 , ~ ,.9FFSET: 33.00 l ,~ ,~ ,~ ,~ ,~ ,~ ...... ....... ~- ~- ~- ~- ~- ~- ~- ~- ~- -:::::,..' -:::::,..- -:::::,..' -:::::,..' -:::::,..' -:::::,..- -:::::,..' b -:::::,..' 'T~S-:::::,.. , >'sO~ ~ ' -:::::,..' l.--,S -:::::,..~, T.s.,.. -:::::,.. , ~, ~, ~, ~, ~, ~, ~, ~, ~, ~, ~, ~, ~...... ~...... ~ --- --- --- ~ ALL PAVEMENT AND C&G WILL lERMlNAlE AT R/W, TYP.ALL ENTRANCES /' /' /' ./' /' ./' ------- ~ ~~~-= -- '\ ------~ - \..."" -....;: --- """ --...;. ""'" \\ ~- - I - \ "" -........../ \ " / \ '\ I \\ )j -------- V ---- \ / ---- -4 \ / / --- \j / I ---- --- ------- ------- ~-- ----------- CURVE 1 6. = 5812'21- R = 993.29' T = 552.93' L = 1009.07' ~ CURIr ~1 " ---- I ~, 00"'1-9 '" STA: 7+58.24 OFFSET: 16.90 R ~ TYPE III DRIVEWAY ENTRANCE CMLDS #10.28 "'I "" "" V I / I- I I I / /' / ./'/ ./' ~ ---I I ------- /' 7_ /' /' ./' /' /' ~ --- --- 1 I 1 I I I I I I j I I I I ---I r------ \ 1\ I \ I \ 1%\ Q I ~\ ~ I ~\ ~\ I ~\ I ~ I \ I \ I I I I I I I / I ------- ~ STA: 9+11.33 OFFSET: 16.00 R ------- ------- ------- o W N ~ W Z Z <C(flu:: I(flW ~UWLL OULL L()U~ ~<cm -- ~ -- -- -- '-...... '-...... -- ~ '-...... '-........ '-........ '-........ '-........ ~ ~ PART IV ~ Section 1. Transportation Commitments ~ (0) The petitioner agrees to decflCOte the required right-of-way for the future ~ construction of the proposed eastern circumferentiol rood, which is currently planned to bisect the contiguous property os descnbed within this rezoning petition. (b) The petitioner will construct the necessary roadway improvements to serve the planned development which will occur within the portion of the property reserved for the Eastern Circumferential Road. The phasing of the construction for these improvements will be determined along with the phasing of the proposed development taking place within the property which will be served by these improvements. (c) The construction of the necessary roadway improvements, including each access drive into the site, wiD be mode by the petitioner in accordance with the recommendations contained within the petitioner's traffic study and as agreed to by NCOOT, COOT, alld the petitioner. These improvements will include all associated turn lones, deceleration lones, and acceleration lanes recommended by the petitioner's traffic consultant and may differ from that which is shown on this rezoning plan. All improvements will be designed and constructed to COOT or NCDOTstandards, whichever has jurisdiction. (d) The petitioner further agrees to provide the following traffic improvements as agreed to by the petitioner and CDOT: (1) Add on eastbound right-turn deceleration lane on Albemarle Road at the primary site drive (Eastern Circumferential) with 150 feet of storage and 240 feet of toper. (2) If a traffic signal is warranted at the intersection of Albemarle Road with the primary site drive (Eastern Circumferentiol), the traffic signal sholl be privately funded, if such funding is requested by NCOOT. (3) Design and construct a second westbound left-turn lane (providing dual westbound left-turn lanes) on Albemarle Rood at the primary site drive (Eastern Circumferential) with 150 feet of storage. (4) Design and construct northbound duol left-turn lones, 0 through lone, and a right turn lone at the primary site drive (Eastern Circumferential) and Albemarle Rood. The left turn lane should provide 250 feet of full storage per lane with 0 4 foot concrete median between the west-most left-turn lane and this adjacent southbound lane. (5) Design and construct two southbound lanes from Albemarle Road for the primary site drive (Eastern Circumferential) to the first east/west site drive, approximately 340 feet south of Albemarle Rood, and extend those two southbound lanes to the second east/west site drive, approximately 640 feet south of Albemarle Rood. Design and construct left turn lanes with 150 feet of stora~e with 15: 1 topers on both the north bound (Phose 2 construction) and south bound (Phose 1 construction) Eastern Circumferential at second east-west site drive. (6) COOT will be responsible for any off-site improvements for the drive servirnJ the Wal-Mart Shopping Center opposite the primary site drive (Eastern Circumferential). (7) The decflCOtion of the right-of-way for the Eastern Circumferential will be mode by petitioner prior to the issuance of 0 building/driveway pennit. Petitioner will complete its off-site roadway improvements os well as the improvements from the intersection of Albemarle Rood and the primary site drive (Eastern Circumferential) to the beginning of Parcel 2 (phose line to be shown on the accompanying plan) prior to a permanent certificate of occupancy for any building in Parcell, Tract 8, o LD ~ \ \ \ \ \ \ I \ \ I i II 1 ;1 /1 .- 4 REV, PER CDOT/alY COMNEMTS 8/7/97 REV. NO. DESCRIPTION DATE REVISIONS ~ ~ " '\'\ "'\ ,,'\ ,,'\ ,,'\ "" "-'\ ,,'\ ,,'\ '-'\ '\\ ~" '-'\ '-\ '-\ '-\ ~\ ,,\ ~\ '-\ '-\ '-\ "-\ '-'\ '-\ ~\ \\ \\ ~\ ~\ ~\ ~\ \\ ~\ ~\ ~\ ~\ \\ '-\ ~\ ~\ ~\ ~\ \\ \\ ~\ \\ ~\ ~\ ~\ ~\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ '-- " \ \ \ \ ~ "" "" "" "" "" \- "" \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ --.......... --.......... --.......... \ ~ ~ ~ ~ " ~ " ~ \ \ ~ \ ~ \ " ~ ~ ~ ~ "'-J \ " ~ " ~ ~ " ~ ...... ......~ ,~ ......~ ,~ ...... ~~. ...... ~V?l,A.. ...... ~~- ...... ~9:tA.. ...... ~'()I' "- ,"4 ~. "- ~I.v~ ......~ "- ~ ^- "- ~r.o ...... ~~" ...... ~":J "-~ ......~ "-~ "-~ ,~ "-~ "-~ "-~ "-~ "-~ "-~ "-~ "-~ "-~ "-~ ,~ "-~ ,~ ........~ ........~ ,~ ,~ ,~ ,~ ,~ ,~ ,~ ,~ ,~ ,~ ,~ ,,~ ,,~ ,~ ,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ ,,~ '\- ,,~ ,,~ ,,~ "\- ,,~ ,,~ '\ ~ '\. ~ '\~ ~~ ........ ~ ...... ~ .......... '--. '=:. = = = '" "\ "\ '\ "\ "\ "\ "" "" "" "" "" "" \ "" "" ~ ~ " ~ ~ "" "" "" '" '" l1'0- S'~!l '" 61-1('f- '" '" '" "" "" "" '" "" "" "" "" "" "" "" "" "\ "'" "\ "" " ...... ~...... ...... ~...... ~...... ~...... ~~...... ~ .cu" ~ ...... 'VA ~ ...... 'l"e" ro,~ ...... -V~A ~ "- -'()I' ~...... . ~"- ~(J~ "- CO / .~~"- ~,~ 'r.o~~,,- -1~C'J~ "- ..., ~...... ~"- ~"- ~"- ~"- ~"- ~, ~, ~, ~, ~, ~, ~, ~, ~" ~, ~, ~, ~, ~, ~, ~, ~" ~, ~, ~, ~, ~, ~, ~" ~, ~" ~" ~" ~, ~" ~" ~" ~" ~" ~" ~" ~" ~" ~" ~" ~" ~" ~" ~'\. ~" ~, ~" ,\" ~, "" '\'\ ~" ,\, ~'-. ,,'\ ~'\ '\'-. ,\" '\'\ '\'-. '\'\ ............... " " " " " "" / " " I" I " " ~ ~ '" "4,'l-u. ~~ "....3s- ~~I'6' ~f- ~ " " "" " "" ~ '" "" "" Tract C, or Tract A (with the exception of the out parcel). ~ (8) Channelization for the first east/west site drive sholl be 100~on both Tract A and Tract 8 of Parcel 1, and such channelization wi. be IShed by means of a concrete median. ChannerlZation for the second east/west . drive shall be 150 feet on the primary drive serving Tract 8, Parcel 1, and at least. 75 feet for the secondary drive serving Tract C, Parcel 1. Chonneization for lhe second east/west site drive serving Tract A of Parcel 1 sholl be 150 feet for the"" drive, with access to 0 segregated parldng area permitted within that 150 feet of channelization, provided that at least 75 feet of channelization is provided. All channelization to be provided from right-of-way line. (9) The first east/west site drive shaH remain full movement until such time os right-in, right-out turns only ore permitted based upon safety considerations and the criteria set out in Port V.1.c. of this sheet. The second east/west site drive sholl remain full movement until ond after the completion of construction of the Eastern Circumferential. (10) A residential collector street will be constructed by petitioner to serve the multifamily development os part of the development of that portion of the site (Parcel 2). (11) Petitioner will provide conceptual planning and design layouts of the proposed Eastem Circumferential within the site, in order to allow design tie-ins with improvements actua~ constructed by the petitioner, as well os conceptual planning and design for interim- improvements to the Wal-Mart Shopping Center drive. (12) Appropriate pavement markings, signs, etc. will be provided by petitioner to accommodate improvements. " " "" " " ", "" "" "" "" "" "" "" "" "" "" " lb.'" )(~ "\ " '>, It \.. I / " I " \ II d ~ " '\ '" " INE THIS SHEET PROJECT MANAGER DRAWING SCALE It 1924 CLEVELAND AVENUE RElEASED FOR DAlE FSC 1"=20' CHARLOTTE, N.C. 28203 DSN/ORN BY PROJECT DATE WK (704) 334-5348 APPROVALS GSG DEC-96 BIDDING APPROVED BY PROJECT NUMBER Engineers DICKSON Asheville, NC Columbia. SC FSC 97262.10 Planners Atlanta. GA Hickory. NC CONSTRUCTION FILE NAME PLOT DA TE Raleigh. NC 9726210.DWG Surveyors RECORD DWG. CIRCUMFERENTIAL ROAD SUBDIVISION/INFRASTRUCTURE PLANS ALBEMARLE CROSSING CHARLOTTE, NORTH CAROUNA SITE PLAN ,. R/W /.-;::/ 109-092-22 /-::? FIRST UNION NA llONAL BANK /~ //1 ~ /~ OF NORTH CAROUNA / I 1420 TWO FIRST UNION CENlER If / CHARLOTTE. N.C. 28288 65' I I I ..... "' / Ii' -J ! -I; ~ \ I i; ~\ / II r \\ \ ill r I I II \ I 1/ I II I II l AllURE ~ II I \\ ! /1 ROAD III I i ! I I II , 0:: ~ :5 z 0 F 0:: I.LI (/l ~ j!: <C a.. u... I.LI ! 0:: X I.LI ::!: <C z l.&.. I.LI 0:: X r 0 u O/l z 0 <fJ ::,c: U I.LI Ci :2 ~ <C ~ z ffi m I I :2 ::) z >- z CD 0 Cl y: w F w 0 ...J Q:: >- 0 G:: 0:: w CD 0 U > Cl (/l 0::: ...J 0 W => W 0 0 <fJ G:: u r - - -0 --~.....~~~ <<*-...~ ~....---...~~.....~ --- I -- I I I ---~: '~. // ~, I I II I \ \ L _ ----- - ---- - --~I -- -- ~ --- )f:)V813S sr - - - - - - , L_~------ -- ~ -- / / / / / / / / / / r / -~- ~-{~ - 150.00 ~ "o~ - " . '"_ R7w- - I . I ~m I "llr 700'SIGHT DISTANCE REMOVE EXIST. CONCRETE t.AEDIAN AS SHOWN AND INSTALL 4' WIDE CONCRETE t.AEDlAN. NCDOT Dn..# 852.018 ~ _----------700~~GHT-~STANCE ----- GRASS ~ ~ -- --- --- --- ~ --- ~ --- " .... :'" --- --- --- ..'; . '.~ . .' . .. , .' --- ':J, .- ".,,' . ,..,.. . ,'. ,', . ... --- " lO cO ,., + o I t? --- --- --- --- -- --- --- --- --- --- --- --- -- c::::7 EXIST. EOP c=:C> EXIST. EOP c:=;> -B/l" AS STAKED IN FIELD 65' OFF FUNB PROPERTY UNE ---- ---- --- ~ - f'~, II 1\" " I I" I 1-\.____ "" I -----+---- --"- I- - - 1 \. - - - -,,---=--=.-=- -=-- -=- -=- -=- -=- -= - -- 10 )\::JV8BS ,<;~ - - - - - - - - - - - - //f J5'x35' SIGHT lRIANGLE ~ / / 10'x70' SIGHT 11llAllGlL l'/P. "~,,/ / / - ----------~ I'll! -------= ---=-- STORAGE 220" TAPER -- R/W ----- ------=~-/ --:::;::..~ - .~ --- /" ;*''2_ :.""~:;;~:4c<....^..,---.i;;:.-........ ...... REMOVE EXIST. CURB Be GUTTER f- W W I (f) (f) I f- W Z ...J I () >- <( ~ ALBEMARLE ROAD (NC24/27) (VARIABLE R/W) ~ ------- ---------- f- W W I (f) (f) I f- W Z ...J I () >- <( ~ PRCNEcr '-lANAGER DRAWING SCALE It RELEASED FOR DATE FSC 1"=20' 1924 CLEVELAND AVENUE CIRCUMFERENTIAL ROAD DSNjDRN BY PROJECT DATE WK CHARLOTTE, N.C. 28203 APPROVALS GSG DEC-96 (704) 334-5348 '" SUBDIVISION/INFRASTRUCTURE PLANS 4 . APPROVED BY PROJECT NUMBER BIDDING ~ Engineers DICKSON ~ SITE PLAN 4 REV. PER OOOT/alY CllIoKNTS 8/7/97 FSC 97262.10 Asheville, NC Columbia, SC ALBEMARLE CROSSING Planners Atlanta. GA Hickory, NC CONSTRUCTION w REV. NO. DESCRIPTION DATE FILE NAME PLOT DA TE REVISIONS 9726210.0WG Surveyors Raleigh, NC CHARLOTTE, NORTH CAROLINA REC,-~RD DWG. Fo:: ~ ~ z 0 1= 0:: ~ ~ ~ < ll. ~ ~ LLJ ~ Z ~ ~ d u o'd z 0 Vl ~ U LLJ Ci ::e ~ < ~ z ffi m I J ::e ::::) z >- z CD 0 0 :lC W 1= ~ 8 -l ll. i:i: 5 ~ In 0 0 ~ 0:: -l (!) ::> ~ 0 0 Vl La.. C,) ~ )\.) "! I ( L --- --- -- fUTURE .35' SETBACK -- -- --- ~, - - = v v 50' 50' ~@ i@ '- @ \ " 0+38.67 250' STORAGE .. ..... .",' i-) .... 25' ~ '~@ STA: 0+19 .... .... 150:t' STORAGE . - '.~ ..' . ~ .. 50' .. .."r .. v - V, I -- L -- -- -~-- -- -- -- -- -- -- - - - - - "-@ SO' ,.... ,:: .... ;,....:> -~..::'.":"..:::. .\;:.. .'. ':.'. . ~".. \ 2+00 , ~ - = I I ~ I I I I I I ------- -- --- / N Ul, 36' EOP )\.) 01. / ----- - ---- ----- - q 2' EOP 12' EOP SITE SUMMARY SITE AREA=36.3:f: AC. ZONING EXISTING ZONING: PARCEL I: R-3 PARCEL II: R-3 PROPOSED ZONING/DEVELOPMENT: PARCEL 1: CC (CD) TOTAL ACREAGE: :t22.0 ACRES (INCLUDES PROPERTY FOR EASTERN CIRCUMFERENTIAL R/W) - 01 q 01 q NOTES: 1. CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS, WATER LINES, STORM DRAINAGE, POWER POLES, ETC. WITH APPROPRIATE UTILITY COMPANY. 2. CONTRACTOR TO COORDINATE ALL CONSTRUCTION IN R/W WITH N.C.D.O.T. AND MECKLENBURG COUNTY, 3. ALL TRAFFIC SIGNS, STRIPE PAINTING, LIGHTING ETC. TO CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVlCES{M.U,T.C.D,) 4, ROADWAY IMPROVEMENTS TO ALBEMARLE ROAD BASED ON APPROVED REZONING PLAN DATED 10/2/96.(RP 96-60)(SEE SECTION 1 THIS SHEET) 5. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE SHO~. (;) ;U )> Vl U1 I ~ I ~ I ~ I I I I I I I I I I I 6. BOUNDARY INFORMATION TAKEN FROM OS ATLANTIC CORPORATION MAP ENTITLED .UPDATED BOUNDARY SURVEY MAP OF 56.58 ACRE TRACr, DATED 6-20-95. 7. PLANIMETRIC & TOPOGRAPHIC INFORMATION SUPP~IED BY AREO-DYNAMICS CORPORATION USING AERIAL PHOTOGRAMMETRY, PROJECT FLOWN JAN, 1996. 8. ELEVATIONS ARE BASED ON USGS SEA LE'v{:L DATUM. 9. UTILITY LOCATIONS ARE APPROXltotATE BASED ON LOCATIONS OF V1SlBLE ABOVE GROUND APPURTANENCES AND AVAILABLE UTILITY COMPANY RECORD DRAWINGS OR INFOMATlON. 10. ALL DEBRIS FROM CLEARING TO BE PROPERL Y DISPOSED OF IN AN APPRO~D OFF-SITE LANDFILL 11. SITE TRIANGLE Of 35'X3S' AND 10'X70' TO BE CLEARED AT INTERSECTIONS. ~1;. ALLPAVEME~T MAR'KI~GS AND SIGNAGE FOR EASTERN CIRCUt.4FERENTlAL ROAD AND ALBEMARLE ROAD SHALL BE INCLUDED CONTRACT PRICE. 13. ALL DRAINAGE F'ACILlTlES. CURB'OUTS, AND CURB RAMPS MUST BE CONSTRUCTED IN COMPLIANCE WITH THE CHARLOnE-MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL AND COORDINATED WITH ENGINEERING AND PROPERTY MANAGEMENT. ....... @ I"'l ~ (/) :-l I"'l o -0 01 q I' 01 o ~ 14. ACCESS TO ALBEMARLE ROAD AND THE EASTERN CIRCUMFERENTIAL ROAD 'MLl BE lIhUTED TO LOCA nONS SHOWN ON THE APPROVED CONDITIONAL REZONING PLAN. ADDITIONAL ACCESS TO THESE ROADS WIll NOT BE APPROVED. 15. ANY FENCE OR WALL CONSTRUCTED ALONG OR ADJACENT TO ANY SIDEWALK OR STREET RIGHT-Of-WAY REQUIRES A CERTIFICATE ISSUED BY COOT. GRAPHIC SCALE ~ i 20 I 40 I i I ~ ( IN FEET ) 1 inch = 20 ft. a REV, PER COOT/OlY CXltolMEN1S 8/22/97 -~ 4 ~, PER CDOTlalY COMMENTS 8/7/97 REV. NO, DESCRIPTION DATE REVISIONS I I ....... ()1 ....... --i }> "D rrJ ;0 /I - - - = - - --- -- -- ---- --- - --- --- - - - - - - ~--- --- 40'PUBLlC STORM EASEMENT 16.A RIGHT-Of-WAY ENCROACHMENT AGREEMENT IS REQUIRED FOR THE INSTAlLATION OF ANY NON-STANDARD ITEM(S) (IRRIGATION SYSTEMS, DECORATIVE CONCRETE PAVEMENT, BRICK PAVERS, ETC.) WITHIN A PROPOSED/EXISTING CITY MAINTAINED STREET RIGHT-OF- WAY BY A PRIVATE INDIVIDUAL, GROUP, BUSINESS, OR HOMEOWNER'S/BUSINESS ASSOCIATION, AN ENCROACHMENT AGREEMENT MUST BE APPROVED BY COOT PRIOR TO THE CONSTRUCTION/INSTALLATION OF THE NON-STANDARD ITEM(S). CONTACT COOT FOR ADDITIONAL INFORMATION CONCERNING COST, SUBMITTAL, AND LIABILITY INSURANCE COVERAGE REQUIREMENTS. 17. MAINTENANCE OF THE 40' PUBLIC STORM DRAIN EASEMENT WILL BE THE RESPONSlBILlTY OF THE OWNER. 18. DESIGN SPEED OF EASTERN CIRCUMFERENTIAL ROAD IS 50 mph, VERTICAL AND HORIZONTAL DESIGN OF ROAD BASED ON AASHTO HA POLICY ON GEOMETRIC DESIGN Of HIGHWAYS AND STREETS" ,1994. 19. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF CONSTRUCTION. 20. COORDINATE ALL CURB AND STREET GRADES WITH INSPECTOR. 21. ALL ROAD IMPROVEMENTS TO OWlGHTWARE BLVD. TO BE COORDINATED WITH ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION, 22. DEVELOPER WILL PROVIDE STREET SIGNS PER CMLDS 50.05(9" SIGNS ONLY) 23. SIGHT TRIANGLES SHOWN A MINIMUN REQUIRED. 24. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. 25. N ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB. 26. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. 27, PIPE SYSTEMS LOCATED WITHIN PERMANENT STORM DRAINAGE EASEMENTS IN THE CJTY ARE TO BE MAINTAINED BY THE CITY IN AN HON-CALL" MANNER. THE CITY WILL NEITHER BE RESPONSIBLE FOR THE GROUNDS WITHIN THE PERMANENT STORM DRAINAGE EASEMENT NOR REMOVAL OF ANY OBSTRUCTIONS IN THAT AREA. 28. PIPE SYSTEMS AND/OR CHANNELS LOCATED WITHIN PUBLIC DRAINAGE EASEMENTS ARE THE MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER. 29. THE DEVELOPER SHALL MAINTAIN EACH STREAM. CREEK. OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS, 30. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM MUST BE SUBMlmD PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY SUBDIVISION ORDINANCE. 31. NON-STANDARD ITEMS (I.E.: PAVERS. IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF 1RANSPORTATION AND NC-DOT BEFORE INSTALLATION. PROJECT MANAGER DRAWING SCALE It 1924 CLEVELAND AVENUE RELEASED FOR DAlE FSC 1"=20' CHARLOTTE, N,C. 28203 DSN/DRN BY PROJECT DATE WK (704) 334- 5348 APPROVALS GSG DEC-96 BIDDING APPRa~D BY PROJECT NUMBER Engineers DICKSON Asheville, NC Columbia, SC FSC 97262.10 Planners Atlanta, GA Hickory, NC CONSTRUCTION FILE NAME PLOT DATE Surveyors Raleigh, NC 9726210.DWG RECORD DWG. Sf td. 7 5 96, ,~/ .~~' j: i N I: ,~.", ".\- ::- ~~'<:Y>1'/ ~' / ~ :':',~:"l-'4':. ,.~~:>."''' 'j." , ..' , -, !f;; f " {} . --- --- --- --- - - - - - TA: 2+75:t - - STA: 2+92:1: STA, 4+00 ~ f STA: 3+06:1: 25' .- .... -= - - - :J---- TRAFFIC CON;~ ;nESL- ---_- - --- --- - - - --- --- --- --- -- --- -- -- --- --- --- -- : -- ~ ~ ~ ~ AJ AQ AB . .... .... .... STA: 5+15 ____ ,@ - - '@ 115'STORAGE ,- : ," ... '. i ..;0..." '::.'..~'" ',J~ ....:..:.. ::, :.; . ~;; .:\' .:' .~'. : ','; .' :,:3 :.....:..: ':'./.>:<~' .:..:.~.." >:..-....~... ~::.~.. .~:. ,.." '.', .:.......; .... .. -50' STA: - STA: STA: 5+17 ..:;;: - - - -- FUTUREJ5'SErBACK ------- ---- - ---:..- - - - THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT~ EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGlNt.ER. A) THE DETAIL DRAWINGS,!, STANDARD DETAIL DRAWING,S.!. AND ROADWAY STANDARD DRAWINGS MAY REQUII'(E MODIFICATIONS TO FIT FlEw CONDITIONS, SUCH AS WHEN PHYSICAL Dlt.tENSIONS ARE NOT ATTAINABLE, OR v,,-tEN MORE THAN ONE DRAWING IS APPLIED SIMULTANEOUSLY RESULTING IN DUPLICATE SIGNING. OR UNDESIRED OVERLAPPING OF DEVICES, WHEN THESE SITUATIONS ARISE, THE CONTRACTOR AT THE DIRECTION OF THE ENGINEER, SHALL BE RESPONSIBLE FOR ADAPllNG THE TRAFfIC CONTROl PLAN TO FIELD CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. MODIFICATIONS MAY INCLUDE; MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES. B) TRAVEL LANES SHALL NOT BE CLOSED OR NARROWED ~ FOLLOWS: ROAD NAME DAY AND TIME RESTRICTIONS 1. ALBEMARLE ROAD 7:00AM TO 9:00AM M-F 4:00PM TO 6:00PM M-F C) LANE CLOSURE DEVICES SHALL BE REMOVED FROM THE lANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED. D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE ON N>J UNOMDED FACILITY OR WITHIN 10' OF AN OPEN TRAVEL LANE ON A DMDED FACIUlY THE CONTRACTOR SHAlL CLOSE THE OPEN TRAVEL LANE ADJACENT TO TH~ WORi" AREA USING ROADWAY STANDARD NO. 1101.02, E) THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON A lWO-lANE TWO-WAY ROAD. F) WHEN WORK IS BEING PERFORMED BEHIND A lANE CLOSURE ON ONE SIDE OF A TRAVELWAY, WORK INVOLVING HEAVY EQUIPMENT SHAlL NOT BE PERFORMED WITH IN 1S' OF THE EDGE OF TRAVELWAY ON THE OPPOSITE SIDE OF THE TRAVELWAY, G) THE CONTRACTOR SHALL BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION Of EXISTING PAVEt.AENT IN AREAS ADJACENT TO AN OPENED TRAVEl LANE THAT HAS A DROP-OFF AS FOLLOWS: - fOR ROADWAYS WITH POSTED SPEED WAITS OF 45 ~PH OR GREATER. DROP- OFF'S THAT EXCEED l' SHALL BE 8ACI<F1LlED. - FOR ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH, DROP-OFFS THAT EXCEED SO SHALL BE BACKFILLED. H) THE ~u.. DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALl BE 1 1/'r. I) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 21 CALENDAR DAYS PRIOR TO ANY TRAFFIC PAlTERN ALTERATION. J) All NECESSARY SIGNING SHALL BE IN PlACE PRIOR TO ALTERING AN'( TRAFFIC PATTERN. K) WHEN USING ROADWAY STANDARD NO. 1101.02. CONES MAY BE USED IN LIEU OF DRUt.4S ON WEST lYVOLA ROAD. L) WHEN lANE CLOSURES ARE NOT IN EFFECT, CHANNELIZING DEVICES IN WORK AREAS SHAlL BE SPACED NO GREATER THAN TWICE THE POSTED SPEED LIMIT, EXCEPT 10' ON-CENTER IN RADII, AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVElWAY. t.t) 1YPE III BARRICADES. WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, SHAlL BE OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. BARRICADES SHAlL BE STAGGERED OR OVERLAPPED TO ALLOW fOR INGRESS AND EGRESS. N) THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE AS FOllOWS: ROAD NAME MARKING MARKER 1, WEST TYVOLA ROAD THERMOPLASTIC RAISED PERMANENT 0) THE CONTRACTOR SHALL TIE PROPOSED PAVEMENT MARKING LINES TO EXISTtNG PAVEMENT MARKING LINES. P) THE CONTRACTOR SHALL REPlACE AN'( PAVEMENT MARKINGS THAT HAVE BEEN OBLITERATED BY THE END OF EACH DAY'S OPERATION. 0) INGRESS AND EGRESS SHALl BE MAINTAINED TO AlL BUSINESSES AND DWELLINGS AFECTED BY THE PROJECT. -- -- -- --- ----=====----=- -- --- --- - ---- - 40'PUBLlC STORM EASEMENT - - --- - --- - - -- .:::::::..-.. -- ----~--- ""- --- "" -- @ KEEP ~ RIGH R4- 7B 24" x 30" @~ " TRAFFIC CONTROL DEVICES R4-7 24" x 30" I TYPE I ]I TYPE II IZ:ZZ3 TYPE III . CONE o DRUM "::::::0 FLASHING ARROW PANEL (TYPE C) -' [j] TYPE 'B' WARNING LIGHT J- STATIONARY SIGN jc:] PORTABLE SIGN ~ WARNING FLAGS BARRICADE BARRlCADE BARRICADE @ ~ R3-2 24" x 24" P A VEMEN T MARKING SCHEDULE PAVEMENT MARKING LINES AA - THERMOPLASTIC (4" WHITE, 9.0 MilS) AB THERMOPLASTIC (4" WHITE, 120 MILS) AC THERMOPLASTIC (4" WHITE, 120 MilS) AD THERMOPLASTIC (4" WHITE, 120 MilS) AH THERMOPLASTIC (8" YELLOW, 120 MILS) AJ - THERMOPLASTIC (12" WHITE, 90 MILS) AQ THERMOPLASTIC (8" WHITE, 120 MilS) A Y THERMOPLASTIC (12" YEllOW. 90 MilS) AU THERMOPLASTIC (4" YELLOW, 120 MILS) AS THERMOPLASTIC (2' WHITE, 90 MILS) AW - THERMOPLASTIC (8" WHITE, 90 MILS) EDGELlNE 4" X 10' SKIP 4" X 2' MINISKIP SOLID LANE LINE EDGELlNE DIAGONAL EDGELlNE DIAGONAL DOUBLE CENTER LINE SOLID STOP BAR SOLID CROSSWALK -"\IV" CRASH CUSHION CHANGEABLE MESSAGE SIGN <01 I:JIlP CilJ ~ TRUCK MOUNTED IMPACT ATTENUATOR (TM1A) POlICE FLAGGER PAVEMENT MARKINGS o CRYSTAL PAVEMENT t.4ARKER . YELLOW/YELLOW PAVEMENT MARKER [J CRYSTAL/RED PAVEMENT MARKER t~4 PAVEMEfH MARKING SYMBOlS PAVEMENT MARKING SYMBOLS BD - THERMOPLASTIC (LEFT TURN ARROW, 90 MILS) BE - THERMOPLASTIC (RIGHT TURN ARROW, 90 MilS) BF - THERMOPLASTIC (STRAIGHT ARROW, 90 MilS) BO - THERMOPLASTIC ("ONl Y. LEGEND, 90 MilS) CIRCUMFERENTIAL ROAD SUBDIVlSION/lNFRASTRUCTURE PLANS ALBEMARLE CROSSING CHARLOTTE. NORTH CAROUNA SITE MARKING PLAN 5 ~ o N + (0 <{ I- (f) W Z -.J :r: () I- <{ :::E ~ """ ~ :s ~ 1= ffi (I) ~ ~ Q. LL. UJ ~ UJ ~ Z ~ a:: x \.. """ 0 <.) ~ z 0 Vl ::.c (,) UJ 0 :.:I ~ < 3i z ffi II) I I :.:I :;:) Z >- Z II) 0 Cl ::.:: w 1= ~ 0 ...J Q. 0 CL: it: ~ III 0 ~ 0 0::: ...J " ;:) W 0 Q (j) CL: <.) \.. --- --- --- --- --- --- --- --- --- --- ............ --- I t'~ ~ ~ ~ ~ FUTURE PHASE III ~ ~ ~ \ ST^, ~ ~ ~ ~ ~ ~ ~ STA: END OF ROADWAY MARK ~ ON GUARDRAIL (ER-1) - ........"O::'!~ ........ "<::::;:::,... ........ "<::::~ ........~ ........~ ........~ ........~ ........ ~, ........~ ........~ .........~ ........~ ........~ .........~ ........~ ........~ ...... .........~ ............ .........~ ............ , .........~ ......~...... ............ ........~;:::,... ............ .........~ ,~ .........~ , ............~~~ -~~ _ ...... SO' .",. ~OO' ......... ~ ~ - ...... I Sl'a ~~~ ........ ~ ~ ~ ........ "en... \li>-4f':11'> ~O-,.;; ~SO ......... ~ ~ ~ _..,...... -c:: ""'8,00' , ......... ~ ~~........ ............ (~~ ...... ........ ~ ~ - ...... b ....OO.~ , ......... ~ ~ ........ ......'r..,..,. ~, ........ ~ ~........ ......v/',...... ........ ~ ~~_ .......OO'~, .............~ ~........ ...... I '" ......... ~ ~........ ...........".., '" ......... ~ ~.;;;;; ........ ' ,<'4..]. " ' ......... ~ ~........ ........../ , " ........., ~.;;;;;......... "',', ~~ """"'........ '........... ......... ~ """"'........ "'~...... .........~ """"'........ ,~..... .........~ """"'......... ...... ~ '" """"'';;;_ ' ,,/STA: 9+11.33.................~~ """"'........ '...... ....... ....., ......... ~ """"'........ ,""'" .........~ """"'........ ,....... ........~ """"'........ .........~ """'" ........ ',/ /STA: 9+11.33 ........~ ~ """'" ......... n... ....~ """"'.;;;;;......... ~ '~, """"'........, ........ ~ ~......... .........~ ~........, "'........, ~........., ............., ~""""", "'........ ~........., , ~~, ........, "........" ........, ~.............. ........~ ~........."' "" ~ ......... "'), ........ , ~........, ........~ ~........, ........, ~........ , "'........, ~........ , "'........, ~........ , ............ 'l>.. ~........ ..... "' ~ ~........, ........ ~ '" , ........ ~ ~........ , ........~ ~........ , ........ ~ ~........ ......... " ~ ~........ , ........ ~........ ..... ~ ~........ ..... ~ ~........ l'l-/, ... ........~ ~ ........ -u'y.., '" ' ........ ~ ~ ........ -Cl.- ..... '" " ~ ~........ '" '" ........ ~ ~........ '" ........ ~ ~........ '" ,~ ~........ ..... " ~ ~........ '" ,,~ ~........ '" ,,~ ~........ '" ,~ ~'- '" "....~ ~~'- "'", '" " ~ ~ '- '" I STA: 10+7~,"~ ~'- / '" '" ,,~ ~........ '" ,~ ~'- '" ,,~ '" ,~ '~" ' ' ~ ~" '" ,,~ ~........ '" '" '" '" ,~ " '" " , '" ~........ ' , , ' , ~" ' , " ,,~ " "" " ~ " '^'" /' " , ~" ~, '" ~, ~,,' '" " ,," ,,~ '" " ,,~ '" " ,,~ '" " ,,~ , " ",,, ~ , , ' /'~ ~ '" ~ , ~. , ~ ~ , , J'~....,,, , " ,~, ,,~ ~ " ',-1~', " , ", ,,~ ~" , ~~ ~, '" ,,'l~ ~" , ' \ .... " . "V:~ '"~ ~", " ~, , 0 ~ " " ,,--" ,,~ '~" , , ' ,,~~ ~~" X ",,~~ ~" , "'\.. ~" , '" ~" .~', " ~ '-~ ~ /, ......... ~ ~~ ~, ........_~=== '\~" ,,~,/STA: 12+24:t: ~'\ , ~" , ~" , ~'\ ~" ~'\ ~'\ ~" ~'\ ~'\ ~'\ ~'\ ~'\ '-....... '-....... '-....... .......... '-....... '-....... ......... I OO-l-i ~ ~ "'" '-....... I '-....... "'" .......... ......... "'" '" "........ "........ "........ "........ ................. ~-~ ........ ': - ~ - \... ~ -.;: -.. - -." \" \ "'................ 1 ........ \ "" ................1 \ " 1 \ "I \\ )j --- ___ y 1 ---4 \1 / --- "-- v/ I I I I I I I I I I I I I I I -------1 r-- \ ~ \ 1\ \ I \ \ 1\\ \ I ~\ \ I ~\ ~I ~\ I s\ I ~ \ I \ \ I \ 1 I I I I I I I I l I / ;1 I I '. """ '" '" " --- / I I- I I / / ,./ / ,.// zJ " "........ '" '" '" '" '" "" "" "" '" 'll'o. ..s'~l.i "'" S-1C-r "'" '" '" '" '" '" '" "- "" "- "" "" "" "" "" '" "" "" "" '" "" -- - ,./ ":::>'- ,./ ,./ ,./ ,./ ,./ FUTURE MARKING(NIC) TYP.. --- " --- --- I --- --- --- --- o W N --.J W Z Z <( IVJcr: UVJW '"' W LL OULL LOU=:) --<(m ............ ............ " ............ .............. " .............. ~ ~ ~ ~ ~ ~ " " ~ ~ " " ~ '-....... '-....... ~ '-....... o LO -........., " '-....... " " r I --............ " "........ ~ lC:~<t ~J's. ~<t~ ~~ '" "........ '" '" "" '" "" "" "" "" '" '" '" "- "- "" '" "" "" "" '" '" " " " " '\ '\ '" "" '" " " " '" " " " '\ '\ \ '\ " " " " " " )q //,' " 1/ '\. I l II' d \ ~ " / " 5 REV. PER COOT COlIMENTS 4 REV. PER CDOTjaTY CClWENts REV. NO. 8/22/97 8/7/97 DATE PROJECT MANAGER DRA'MNG SCALE It RELEASED FOR DA'It: FSC 1"=20' 1924 CLEVELAND AVENUE DSN/DRN BY PROJECT DA IT WK CHARLOTTE, N.C. 2820.3 APPROVALS GSG DEC-96 (704) 334- 5.348 APPROVED BY PROJECT NUMBER Engineers DICKSON BIDDING FSC 97262..10 Asheville, NC Columbia, SC FILE NAME PLOT OA IT Planners Atlanta, GA Hickory, NC CONSTRUCTION 9726210.DWG Surveyors Raleigh, NC RECORD DWG. .~" "i, ~.., ...:..., I v .tj.1I ....... (' ""'.. . _-;',$; t ~ J ';.". ~ l> ...n'-J "Y ~Il ~ ~:c~ r~ ~ ~~: S r A; . ~ ~ ~ .~\ ~ l-!5?S ),,~) :~ jJ >..(tv'"'" (~q....'\-~:: <..4J," "(.l~'<:,,()! N \.... ;...~ (").",\ ~':'J-. dr> /t-..~ ~.~.'J..~ ':" '" ~!.U,~I4t;', """"'l CIRCUMFERENTIAL ROAD SUBDIVlSION/lNFRASTRucruRE PLANS ALBEMARLE CROSSING CHARLOTTE. NORTH CAROUNA SITE MARKING PLAN DESCRIPTION REVISIONS ~ "'" ~ :5 ~ 1= ffi (I) ~ j!: ~ ll. La.. ~ X W ~ ~ Z La.. W 0::: X r "'" c:i u ~ z 0 (f) :.:: () W Ci ~ ~ < ~ z ffi lXl I I :s ~ z >- z CD 0 0 :.:: w 1= w 0 ...J 9:: >- 0 G: 5 w CD > 0 0 (I) ~ ...J " W ::> w 0 0 (f) G: u ~ ---- I I /1: I .~. I I I // I .~ ~ a> + / / I 0 / \ // I <t. ... // I Vl / -- I I .t~ CONe. ------ ----------- 700'SIGHT DISTANCE 10' I,' . '<.-:- .~":" ).?,' '.: ;.. ,.:.~..,"~: \., ;.:..~~.:., f..": ..~~~: . :..... ~ :.<~ :~: ':~;::"'~'.' -l - -.------ -=~~~-~----- ~ ""''''.'' - - - - - - - - - - - - - - - - - - - ~//r - - - r'" / ~ l\" // II I "" /// ---f~ - - - - - - J~ -\-::: -=- -=2~~_~_ - - - - - - ---- e:-::::::--l-I I ------- __....=:::=7-- _ _ _ _ .-,s.- -- - r- w W I (J) (J) I r- W Z --' I () r- <( ~ --- --- ------------ ------- ---- --- TAPER = 165' ---- j'" (1,:1 L - - ALBEMARLE ROAD (NC24/27) (VARIABLE R/W) 5 REV, PER COOT /OTY COMMENTS 4 REV, PER COOT/CITY COMMENTS REV. NO, 8/22 97 8/7/97 DATE DESCRIPTION REVISIONS -------------------- - - - ~ EXIST. EOP SO' .~', :'. .~ ',:;. Y'; /; ':' ;" :r ::!::.,.~. ..:~~ f. : :;. ~ \ ';, :j/. ;, ''i, .: :~.~ ,../:; :.:: ~'.~:"':., ~::::.:~.: ...::,.:< ~ ~':",.-;. },-:.;:: .~. ~":'~-'~ :t: ;.~. :;..~,~ .!. '~'. :-.~.: .~', ::. ,.~' : 8.38'J; - - ~' '\5.~' '5"1 . .......~ ~.".""""'~". ~ ,-.--....~(tC\I'(':;'#~9 A.! ~ /~ :"'\\ .~-.,)... ~;1 ; ~ /' (..~.>. 1/"1 1/1 ~ ~; ~~ ()..... ,', l' , (" '; ~ ~ ;:>t Al i: -~ ". . :<j9C~~ /c) J ../~.. t, C::-f...c"....... .,...~ J~_,~. . i N t<...."V ..-'" (~\vt ..'!;'" ~,tr;.~4~:i< GRASS 000.. ~o ~W 0' .:d, ;;'.'.'.' ;.;..'.....;:.:~:.":':~ ~,.' ~ .':. ;. ,0. ;,":...';::.,'..:.;;. ';~. .:-.~.:.:.:/ :': C'< .::: ~.. ~ 8 @.. -- N ~ ..- w NOTE:GRIHO OfF EXIST. WARQIGS IN CONST. MlEA AIlO RES1RIPE. 1'/P, = -------------------- ----- 25' ------ -------- . ' , , ", , " ----~~ AD 50' SO'J/fI - r- LL.I W I (J) en - 0.. 0.. FE COo 'No nw ..,..w +I ll. W @ to w @ z ::i EXIST. EOP I 25' 50' GRASS so' U r- EXIST. EOP <( ~ --- --- --- ---- --- --- --- --- = ______________ 700'SIGHT DISTANCE --------------------------- CIRCUMFERENTIAL ROAD SUBDIVlSION/lNFRASTRUCTURE PLANS ALBEMARLE CROSSING CHARLOTTE, NORTH CAROLINA j j PROJECT MANAGER DRAWING SCALE -- RELEASED FOR DAlE FSC 1"=30' 1924 CLEVELAND AVENUE DSN/DRN BY PROJECT DATE WK CHARLOTTE, N.C. 28203 APPROVALS GSG DEC-96 (704) 334-5348 APPROVED BY PROJECT NUMBER Engineers DICKSON BIDDING FSC 97262.10 Asheville, NC Columbia, SC FILE NAME PLOT DATE Planners Atlanta, GA Hickory, NC CONSTRUCTION 9726210,DWG Surveyors Raleigh. NC RECORD DWG. SIGHT DISTANCE/MARKING PLAN ".- 0::: ~ :5 z 0 F 0::: W (/) ~ ;= 4( 0.. I.L. W 0::: X w ::t 4( Z I.L. W 0::: X ci D ~ Z 0 (/) :><:: D W 0 ::!! ~ 4( 3 z 0::: W al I I ::t ::) Z >- Z ill 0 0 ::.::: w F w 0 ...J 0.. >- 0 G: 0:: w ill 0 0 > 0 (/) 0:: ...J '-' W => w 0 0 (/) G: () \ :j <( s: w o V1 'in '-... 3: I I ' Cf3.i,ns ,9S I 1 I I I ________________________________________-! L_________1 ) I I r - - - -r-:..-:.:---:..-:..-:..---------.. r- - I I : I ~------------------------------------11 j I , I I I f I I , I I I I I I I I I I I ,I I I I 11-..- ,I 'I I I 1 I I I I I I I I t I 1 ~------------------------------------~ I I \, I I __________ J I I L I -------------------- l I I ---------------.1 r ..- <I:: U l../ I I J ~ 4 -- I t5 t; +J ...--- I Ir--- ~ ~ ~ I /-- I' c.. f- r--- f ( II ----" I :: C--,--,-..J C--,--;..J ~ C--,--:~ c, '\ /"~-=--=--=--=--=--=--=--=--=--=--:-:--I): I 1\ : : I \ ~ :: : 1 \_J l~J : I " , I , , = f/) I I I , , I I, , , I I W (/) I I I I I , II I I I I ~> I I , I ~ I' II I I I , :J: wi' I I I-I r 1 ! I ~:: : : \ \ 0- d ~: :: \ L__-.:;;;____~~~--1 ~...J I ~II I I I I ~ W I I I I 1 ~/----~uf.f..~-8-S-- J t g!11 I I I I :::> 0 I I I I I / I I b;1, I I I I 1-< I I I I I I I , in II ....J L- ....J L- ~ c:t: ....J L- c:: ./ \l.. J ' I r0111 C____~ C____ g C____~ 1-- fr-:"-:"-:"-:":":".., " ,I , ~ II I i i --u--------u.J ~ C-u.J I -~ : I I [] [] ! i II r-----------" " -, r C,\'\, (r I : I I' I I , I I I I I I I I I II I I I I :: ~II II l i : : : I I : : : I I ~ I' , I I", I I, I I I I I I I "Db I : IL ~ J '\ :, I I I I I I I I ,I W: I -+---- I" I 'I I II II I I : II ~II I r-r-----tl I I I \L~ I I I r...J__L_J I I III U ~ ..J I I "" L__~ I I I I ' , i '~--L~~=-~~~~-=-:-:-~ l________________J l W--I (,/ ---------____-' \ I : ______________--1' ,----1\-- ------ J I I ~... I I I \ I' \ I Iii \ Ii III ' I I 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 t \ I I \ II , r-----J \ I I I '-____-------, .J I I ~ L...__-..___________.r-- -/ I I ~' ___________--------- \ I ~~--------------------- \ ---- 1\\ \ I c::==:t:=\~::=======::> C---J I \ - - - -~ -\~-J-----c::~~----..-~-i::::~~:=~:J= ~~]:::::---C~::::::::::::.- \ \ , n-t.---------- ---------~s 3eJnW.:l I \ n 1\1 I I 1/ Ilb 1 \ II qpl W I I 1\ I\lw f/) I I 1\ 1\ P:5 I I 1 II I..L. I I 1\\ ~ c---. \ I I I ~t- C J C ~ C ~ c_-___ ___...J I \ :: M-J === ----- ----- \ I I \ I I I I \ I C-- I I 1 \ I --,' I I I \ I I \ I I , \ I I \ I I I I I I I I I J I I I I I \ I / I I I I I I I I \ I I \ I 1 I I I \ \ I \ I \ I I I a:: I , I I I I \ t:: I \ I I I I I~ I \ I C===J I I I {CD I I L~ C J l_===J c===J {.-J II II \'~ I I \ === / 1'- I I \ / II I 1 I I " ______-/ I I '- -------- I I L-~~------~-===~~~~~~~~~------CHNiEU~caii---r---\~ PLACED AT 4S'O.c. I \ ~ OFF OPEN LANE \ \ 8 ICONS~~CTIONI " II <( l' c:i "Ii:; (/) o ...J ~ () '-' 0::: W l- I- => '-' >- W ...J ...J <( > 'C-J ~ I I , , I .~ , ) I .. " I I , , , , I I END CONSTRUCTION 8 500' . . . = :) '- -- ..- -;::) . -------.. - ,,- CONe, . . . . -~ . ~ ~ ., ""'."" GRASS . · Al.BE\AARLE ROAO (NC24/27) (VARIABLE R/W) . EXlST.F . ~~ J. AT II' /' /, / " I II'" II " " " " II II " II ~ J , 26<fO' CHANNELIZED CONES PLACED AT 45'O.C. 3' OFF OPEN LANE I I I I ~ cb cb ~ , GENERAL NO J 1. ALL DETOUR SIGNS AN BARRICADES TO BE PLACED IN ACCORDANCE WITH THE MANUAL ON UNIFORM lRAFFlC CONlROL DEVICES AND NCDOT STANDARD DRAWING NOS. 150.01B THROUGH 150.14 AS APPUCABLE. (0 GENERAL REQUIREMENTS: 2. CONlRACTOR SHALL NOT WORK ON BOTH SIDES OF A lRAVElWAY SIMULTANEOUSLY WITHIN THE SAME AREA UNLESS OTHER'MSE SPECIFIED IN THE lRAFFlC CONlROL PLANS OR THE WORK IS BEHIND TCMB. 'TEMPORARY PRECAST CONCRElE BARRIER (RDWY. STD. DWG. 855.01) 3. TWO-LANE lRAFFlC SHALL IN EACH DIRECTION BE MAINTAINED AT NIGHT AND DURING PERIODS OF CONSlRUCTlON INACTIVITY. 4. USE TYPE III BARRICADE WITH SIGN R11-2 ATTACHED. BARRICADE SHALL BE OF SUFFICIENT LENGTH TO ClOSE ENTIRE ROADWAY/LANE AS SPECIFIED IN THE lRAFFlC CONlROL PLANS. 8 A. street epace Is at a minimum 80 na more epace should be used for construction or maintenance work that Is absolutely nllCllll8Cll'}'. Through barricading and channelization, the remaining street space is to be used to corry the trofflc around the work area In the best way poeslble under prevaftlng conditions. M. The contractor, utllty compony or governmental agency Inwllled In the work is responsible for llQtlfylng the Chariotte Deportment of Tronsportatlon (Rich Clifton at 336-3938) of any major work where the number of trovel lanes are reduced from nannal conditions or the street Is required to be closed. Except In emergencIes, the following notification Is required: 1. Cloelng 1 or more travel lanes - five working days prior to the scheduled wort<; B. Traffic control devices shall be set up prior to the start of construction or maintenance operotlons. and shall be removed or relocated os the work Is finished or work conditions change. The agency doing the work shall patrol the work site as requIred to ensure that all traffic control devices are In place and operating at all times. C. All traffic control signs far the work area shall be reflectorized. The reflective materials used shall be equal to or better than the T)1p8 I. Level A reflective sheeting requirements In Section 633 of the Standard Speclflcatlons for Construction of Roods and Bridges an Federol Highway Projects (FP-74), D. At night, adequate barr~ with reflectorlzed material and lights are required to coil attention to and to indicate the actual location of obstructions and hazard8. 2. Closing a street - ten working days prior to the scheduled work. This lead time Is necessary for planning ond notifying the public of expected changes In the nannal traffic conditions. 5. SIGN W2D-7 A SHAlL NOT BE DISPLAYED EXCEPT WHEN FLAOGER IS PRESENT AND DlREClING lRAFFlC. FLAGGER(S) SHALL ONLY BE USED AS APPROVED AND/OR DIRECTED BY THE ENGINEER. N. Where complete street closure Is necessary, the Department of Traneportatlon wnl coordinate closure of the street and fully sign a detour route. O. The City Engineer or Director of the Department of Traneportation or their representatlvee are authorized to stop an construction or maintenance activity which Is not properly signed and borrIcoded os required by their standard ond the MUTCD untl .,ch requirements are met. 6. WHEN Vf:H1a.ES. EQUIPYENT. AND MATERIALS ARE NOT BEING ACTIVElY USED, 1HEY SHALL IE MOVED AT LEAST 30 FEET AWAY FROM THE EDGE or AHY lRAaWAY OPEN 10 lRAFFIC (OR AS 01HEJnIIISE DIRECTED BY 1HE ENGIEER). ALL DEBRIS SHALL BE .MMEDlA1El.Y MO\IED 10 A LOCA1ION AT LEAST 30 FEET FROM THE EDGE OF ANY lRA\JEl.WAY OPEN 10 TRAFFIC. IF ~ICLES, EQUIPMENT, MATERIALS. AND DEBRIS ARE PROlECTm BY GUARDRAIL OR BARRIER, A 5 FOOT MINI..MA OFFSET FROM THE RAIL SHALL BE USED. o E. ~en nat in 11M dur1n9 wortl hours or at night. equipment shall not be parked in such manner G8 to bIoc:k the motorists view of traffic signs and signals and at least 10' away from tnMl lane. F. The minimum width for temporary tnMl lanes Is 10'; however, a 12' lane Is ad\Wable and IhouId be provided whenever poaalble. P. This design atandanl cannot be used for 01 roadway construction situations. It Is Intended only to be uaed as a guideline. Specific situations may requlrs engineerIng )/dgement In the plocement of traffic control devices because of limited vertical and/or horizontal sight distance. Q. When personnel and/or equipment are within 3' of the edge of an open travel lane, the contractor sholl refer to the traffic control plan or NCDOT Roadway Std. Dwg. No. 15D-05A for the opproprfate lane closure. R. Operational elgns are generally mounted on portable support. These are usually used for short term operations to warn and \lUlde traffic. S. All <<urns shall be ballasted in .,ch a manner that they wRl be stable under wind and 'tIIhlde octIon. Ball~ IhoII be done wfth sand I:>ogI or other ~ material IItuatecI on the boee of the <<urn. 7. THE CONlRACTOR SHALL 8ACKFlLL DROP-QFF'S ADJACENT TO lRAVElWAYS AS FOLLOWS: FOR ROADWAYS WITH POSTED SPEED UMITS OF 45 MPH OR GREATER, THE CONlRACTOR SHALL BACKFILL DROP-OFFS THAT EXCEED 2 INCHES; FOR ROADWAYS WITH POSTED SPEED UMITS LESS THAN 45 MPH, 1HE CONlRACTOR SHALL BACKFIll DROP-OFFS THAT EXCEED 3 INCHS.(SEE DETAIL .A.) BACKFILL MATERIAL SHALL BE EARTH WA1ERIAL. AGGREGAlE BASE COURSE, BllUloAlNOUS ca<<:RE1E. OR INCI)ENTAL STtIE AS APPROVED BY 1HE ENGINEER. BACKFlLL IoAA TERIAL SHALL IE PlACED lJ' 10 lltE EDGE AND ELEVAT10N OF lRAaWAY PA~T USN; A 6:1 SLOPE. AND COWPAClm TO 1HE SAlISFAClIOH or 1HE ENGINEER. BACKFILL IS NOT REQUIRED WHEN DROP<FF IS BEHtI) CONCREl[ BARRIER OR GUARDRAIL.. DROP-OFFS SHALL BE BACKFILLED BEF'ORE TRAf1'1C IS AU.OWED TO PROCEED IN A LANE ADJACENT TO lHE WORK MEA. THERE \\1LL BE NO DIRECT PAYMENT FOR 1HE WORK CO~ BY THIS PROVISION. PAYMENT AT THE CONlRACT UNIT PRICES FOR lHE VARIOUS IlEMS IN THE CONlRACT WILL BE FULL COMPENSAllON FOR ALL WORK COVERED BY THIS PROVISION. G. Whenever trafflc must be routed acraa the centerline. the two ~ of trafflc must be physlcolly ____ ot_ Trafflc conee can be effectIyeIy U8ed far ttlla purpoee durtng dalAlglt houri; reflectorlzed druma must be ueed at ni9rt- 8 H. Traffic shall llQt be routed acroa centarfine with conee or *uma during n0n- working hOUl'L contractor mU8t be on .rt. or change pcl'MMftt martmga appropriately. I. The peak flaw of traffic occurs In Charlotte between the hours of 7-9 a. and 4-6 p.m. During these hours, Construction or maintenance work which Involvee a moving lane of traffic wDl not be allowed on thoroughfare streets except for emergency conditions or with approval from the Department of Transportation. J. The agency doing the work shall provide flaggers and/or polIce control when required. controctor may also be required to provide a uniformed officer to control traffic when working In and around a signalized Intersection. K. Every attempt sholl be mode to schedule and expedite the work to cause the least Inconvenience to the traveling public. L In sItuations not covered In thIs standard, the protection of the troveIllng public and the protection of the workers on site wDI dictate the mllCl8lJre8 to be taken conslatent with the general principles of Chapter 6 of the Manual on Uniform Traffic control Devices (NUTCD). 8. CONlRACTOR TO MAINTAIN SIGNS AND BARRICADES lHROUGHOUT lHE UFE OF THE PROJECT AND CHECK THEIR CONDIllON AT THE END OF' EACH WORKDAY. ~4L. -\ - r- TYP. lRA~WAY I \ \ \ \ . W20-1 48" x 48" W20-1 48" x 48" W20-1 48" X 48. W2Q-7A 48" X <48. 500' e e 8 8 END CONSTRUCTION o ROAD CONSTRUCTION EXT 0.2 MILE WARNING 18....IN. UGHT -L (OPTIONAL) .L co ,- 21.-24" QBU.M. DETAIL 1/ A" BACKFILL DETAIL N.T.S. TRAFFIC CONTROL SIGNAGE LEGEND 1 ~ o ~ "'" 4 REV, PER COOT JCITY COMMENTS 8/7/97 REV. NO, DESCRIPTION DATE REVISIONS PROJECT MANAGER DRAWING SCALE It 1924 CLEVELAND AVENUE RELEASED FOR DATE FSC 1"=60' CHARLOTTE, N.C. 28203 DSNjDRN BY PROJECT DATE WK (704) 334-5348 APPROVALS GSG DEC-96 APPROVED BY PROJECT NUMBER DICKSON BIDDING FSC 97262.10 Engineers Asheville, NC Columbia, SC Planners Atlanta. GA Hickory. NC CONSTRUCTION FILE NAME PLOT DATE Surveyors Raleigh. NC 9726210,DWG RECORD DWG, ",t"""" \\" :"'- I" , '))1 I .~e.;~<:~;;~.~ At ~"I"'~t"''-''!u/, ". .;/' \..) r~1l!t: ~ :~-' '~ ~~ ;: ! SE t}\~ ~ ~ ~ :759~ : ~ " "'" ~~ ~.., r ~-.~} ~~' i ... .r'\' f ;"r> ;: \ "', , . , ~ -.t;, ~~$ /i'l} IN t-. ,. ~-'c' -~ :' ., -Y/I f>~ . ~'~ ,-. ..-- ""l ". /Y/-r '.,"",-" \ ',' (~'#''',ry l...J;\; C. tt...... ~/~",,~~ 1 CIRCUMFERENTIAL ROAD SUBDIVISION/INFRASTRUCTURE PLANS ALBEMARLE CROSSING CHARLOTTE, NORTH CAROLINA o o o W20-1 48. x 48- G2D-2 60- x 24- G20-1 60. x 36- TRAFFIC CONTROL PLAN a::: ~ ~ ~ F a::: UI en ~ ~ < c.. lL. UI ~ UI ~ Z lL. UI ~ , d () .I!l z 0 (/) :>c () UI i3 2 :i < 3i z a::: UI III I I ::IE :;:) Z ~ ~ lD 0 :.:: w F w 0 ..J c.. ~ 0 G: it: ~ lD 0 (.) 0 en IX ..J c.:> UI => W 0 0 (f) G: <.> o <{ o ~ w 750 ~ <{ ~ w en --1 <{ ....J .......... U o o + o <( t- (/) 740 730 . to ...-i ~ " )> r OJ fT1 ~ ,,-...)> < ::0 )> r 22 fT1 )> ::0 CD 0 r )> fT10 ::0,,-... ~~ '-'N ~ '-.. N -.J '-' PVI S A = 1+11.33 PVI E EV = 739.25 A. . = 2.00 K = 100.00 200.04' VC --- ,.... I") I") v ~ N + v o " W ~ CD I") 0 . ,.... !Xi ,.... + I") N " ci) w ~ ~ I.LI I.LI PR STA 13+10 END RO DWAY ELE : 741.10 XSIT. GRADE " 0> v to 0> " ~ + I") " ci) w ~ ~ CD CD 15'SHOUL @4% ,.... It) m !Xi 0> N ~ + I") cij w ~ ~ I.LI I.LI --- SUBGRAOEYASi 7+50__ -- R_iO_ ~AO~ 1Q - - - cON1RA..9,i --- 1.13%__ -- ....;.- --- -- ~ 1S'RCP a.: >- I- Cl. L.J ~ c w < o Q:: c( C) ~ c.:> :t: ~ en (/) z [j G: 15-RCP SCALE: HOR : 1" =40' VER : 1"=4' IX) 0" ...-i . vN "v " I N "N lfi . I") IX) "I") " to r-: I") " tt) NCQ cO . 1")" "I") l' 10 tOo lfi . 1")" "I") " O"J~ Ll"i . 1")10 "I") " 00 000 cO . 1")10 "I") " 0> 1")0> .t . I") IX) "I") " 0> lDN cO . 1")10 "I") " " I':N N . 1")..... "v " I") --;" r-.. . I") v r-..I") " 00 --;1") 01 . I") v r-..I") " . "N N~ ~I') "" ..... 00 "0 N. 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II )j I' II , I ,I ,I II II II ,I I I I I I I I I I ' I I I I I I I I I I I I j I I I I I I \ I \ I " !) n , I L___________..J / " ! / , - ..' --- , , _ _ _ I ',I /1 1/" - - - - _ _ _ _ I ' II I ,," I -~___---------___------~--I-~-~ I 4O'PUllUC STClllll EASl>IEIIT I J J..... -:. ./ 1-- - ......;... /' IDS 12 r-- - - - - - - - - .._~.=::.=::.=::.::::.=::.::::======.=::.=::.=::==___;....t> HI I II -r-T--------------------------~- I FUTURE SD : : II I U llU II j II II I II II I II II I llli II 1 LJl I U / " I I : 1L-) I II I I: J II I o Ih I (/) I I I 1'1 / I ~ :11 I I ~ III I I ::)IW LL II I : : I : I I n 10 I i I : ~ I I II ~I I I / / LJ I I , (SUBGRADE ELEV'S SHO:) / I I If I' I I I ! I , I I I I I I I If II I J I I I I ! I r--... 1'1 I I I , II I III I I ...-------.., --- --- ~~~ -- ,----- ,) PERM.DITCH #1 ---- (SEE DTl. THIS SHEET) I I "- DS 13 r---------------------T------- I I I I I I I I I I I I I I I I I I I L____, r~ I I I I I ~ I I r--J I I I I I PERM.DITCH #1 I (WITH VEGETATION} I SEE DTL SHT.13 I t I I I, 1 I L, I I I I I ( IN FEET ) 1 inch = 40 ft. ~ ~ ~ \1 ~ ~ ~ n I I I I I I U I 1\ I I \.. I I I I I I I I I I I I I I I I 1 I I I , I I I I I I I , II )/ I I I I II II III r--- : : I ~ , I \ I I I I I \ I tI I~~ I I, I I \ "I I 1- , , I t\ I " ! I, I' I 'I I \ I I \ II d' 1'1 2 .5 .\ "/ I I I I I I, I I , I J I I I 'I I , I " I I I I 1:1 I I , II I I I l -4-113'~ I I j I III I \ II' I \ III I \ 'II I \ I 'I I I PERM.DITC~1 (SEE DTL. :T~IS SHEET) I I U , , '" n I I I I I I U il , I I I U S 24 ............ 1 ' I '~ \ ~-------, : \ I 6'HIGH WOOD ~CE I \1 . I FOR BUFFER S~EENING. I 1 ~1PRUO~~ ~~].)MI INTAIN : i\ I SEE DTL SHT.13 I I . 17' I- I I I I I I f I I I 7 I I I ~ I I / JJI I r........J........ I I \ ') [. 24' I IGRAPHIC> gGALE \ 20 80 \1 \ \ IDS 261 "- "- '" , , , , '" \ n I I I I I I U , , '" I I I I 1 I 1 I I I / I / ./ , , \ , " '" 1 \ \ I l 1\ ,II !"t 1\', II , 1\ " 1\ , ~\ n I I I I I I U il I I I I LJ , , '" 160 il I / J I - -.:::-.. , 4 REV, PER COOT/CITY COMMENTS 8/22/97 3 REV. PER COOT/CITY COMMENTS 8/7/97 2 REV. AUGNMENT, PROFILE A111/Q7 1 REV. AUGNMENT. PROFll,E - ~- ~- REV, NO. DESCRIPTION DATE REVISIONS It RELEASED FOR DATE ""Ill PROJECT MANAGER DRAWING SCALE 1924 CLEVELAND AVENUE FSC AS SHOWN CHARLOTTE, N.C. 28203 DSNjDRN BY PROJECT DATE WK (704) 334-5348 APPROVALS GSG JAN-97 BIDDING APPROVED BY PROJECT NUMBER Engineers DICKSON Asheville, NC Columbia, SC FSC 97262.10 Planners Atlanta. GA Hickory, NC CONSTRUCTION FILE NAME F>l..OT DATE Surveyors Raleigh. NC 9726210,DWG RECORD DWG, CIRCUMFERENTIAL ROAD SUBDIVISION/INFRASTRUCTURE PLANS ALBEMARLE CROSSING CHARLOTTE. NORTH CAROUNA ROADWAY PLAN & PROFILE '"' a:: ~ :s z 0 F a:: I.&J (1) ~ ~ -<( a.. l<.. I.&J a:: X I.&J ~ -<( Z l<.. I.&J a:: X ..) 0 () <<:l z 0 (f) ::.:: () I.&J Ci ~ ~ -<( ~ z a:: I.&J 1Il I 1 ~ ::> z >- z CD 0 Cl~ w F wO --l a.. >-0 G: ~ WCD 0 (J >0 (1) a::--l (!) I.&J ::>~ 0 0 (f)lJ... () SILT DITCH CHART LEFT RIGHT CHANNEL Ql0 & ()W "()TTm VELOCITY DITCH # SlDE SLOPE SlDE SLOPE SLOPE (CFS) Dffr\H ~Pr:~ (FPS) 1 2: 1 2: 1 1.50% 2.5 0.72 0 2.4 2 2: 1 2: 1 5.83% 1.5 0.46 0 3.59 3 2:1 2:1 2.14% 0,7 0.4 0 2.0 4 2: 1 2: 1 3.18% 1.4 0.5 0 2.8 5 2: 1 2: 1 1.37% 28.2 1.8 0 4.3 6 2:1 2:1 1.34% 11.7 1.3 0 3.4 7 2: 1 2: 1 2.32% 6.2 0,9 0 3,6 8 2: 1 2: 1 1.50% 11.0 1,2 0 3.5 9 2: 1 2: 1 3.50% 7,0 0,9 0 4,3 10 2:1 2:1 1.57% 9,7 1.2 0 3.5 11 2:1 2:1 4.48% 11.5 1.0 0 5,4 NOTE: 1) ALL Sill DITCHES TO CONFORM TO C,M.LD, sm. 30,05, 2) ALL DITCHES TO HAVE l' OF FREEBOARD ABOVE FLOW DEP1H. 3) ALL DITCHES HAVE 2:1 SIDE SLOPES AND ARE V-DITCH. 4) DITCH 11 SHALL BE LINED Wl1H STRAW/NYLON FABRIC LINING, GRAVEL & FILTER RIP RAP BASIN fI5 (C,M,L,D. STD, 30,01) DENUDED AREA = 9,83 AC.:l: DRAINAGE AREA = 11.38 :l: VOLUME REQUIRED = 17,694 C.F, VOLUME SHOWN = 22,680 C.F. BASIN SIZE: BOTTOM: 40' W, 80' L. 6' D TOP: 64' W, 104' L WEIR WlD1H = 11' MIN. . ALL SIDE SLOPES 2: 1 GRAVEL & FILTER RIP RAP BASIN 16 (C.M.LO. STD, 30.01) DENUDED AREA = 5.16 AC.:l: DRAINAGE AREA = 9.77 :l: VOLUME REQUIRED = 9,288 C.F. VOLUME SHOWN = 10,432 C.F. BASIN SIZE: BOTTOM: 30' W, 60' L, 6' D TOP: 54' W, 84' L WEIR WlD1H = 10' MIN, . ALL SIDE SLOPES 2: 1 \ \ \ \ \ \ \ '-- \\ 1k0 \ \ @> '\ \- ~-----~ ,,- "" "" ,,- \!:-~ A'~~~~~>,o_~ y==v--/.,~",,~ \ _/ / ~ ~ ~ ~.~ ~ / d~~RUNS~~' ~ -- (BY ENTIRETY) v~~ Jjj ~j~ / j .f~ w['.''\\,,\~~l~ '1 /J (OJ --~ -=: /.1 i ~f7G ~Q..~ ~vv \ ~ 'Y7 W H_ i /: {l Iii-" ~'~i~1'i DWIG~~,AR1,~~ ,RD '7! )n.. /.. ~ I iCll C8 \if 1733.37 'Kt 'O~I \ '7~1.1A~ ~ /- ~ T len T T. I I T"'"f----.. ______ ~L >_ ,7A~ .~~ '1/ ~ C~~ ~~~E~;:=~-' "\ \~.~ ( BA FlL W ./ _ __;~. D_:t~5' ET _ ____ I I. ~f ~ .M. D. lll. 30 ~ \ f P. S~ DI ,~#3 L~~ \ \ l 1/ .M.L.D STD ,3 ,05). I~ It< \ \"'" I / GRAVEL.: Be L R\RI R PAN 2 ~ (! 0 mil I r . ! i~ ~ I . ~ / I i/~! Ii: o i TEMP'iliLT Dn: 1#4 I &1 ~ (C.M.L. STD 3en.~5 .eil (/) I o , gi ~ I! 01 ~ I i ~ I /~ ~ : 0) r ' / j , ~ o 11 / IjirU;. r:: 0/ ,-. I (en" (I} o I / Ii! \ ( I '/.' \~e m 0/ II ,._ \ ~ ~f cJ ! ---=1 .. ~~~- '-J! &1 ~N ' d' fl:lj,ill!;:, =742. 78 ~ f =730.06 ;: II : o,~ If ~ -:.~ ~ 11 I'~ I \ j ~~ l \ JJ 111/ I :r:~> ) ~ ::.o:;~ ~ ~ I~ I t" , \ ~ l I \ I \ r--- \ 1 ~ . \ I I I ~ E iOE ~ \~.r ~/ !=: \-("'1 - - ~ui I ~ __ V I ~ii i ~ I 1 I ;: N \, I ;:t . ~ JI 12"R,1", ~ ~ ~ 65 \ - i /A ( / fk \ "~(~ ~j~' f~ -O- W / w< '\ ,,,' ' '.Ii 'j 8"UA TER 'C /.}! h 6R..oo /n1Q-'~ 1 ~ . .. .A' w ~ +'~. \ --f-=== --- ==\-~)~~=7581~~"l I C INV=750.5 (I ;... !!' MH G G ~ G __' G _ G _ RIM=759.91 ~~-ss If-SS_SS INV=748.-R, -...,l. 1'-- - SS - 53.2.J fiI i 12"& " .WAL~ ! -;a- ---- ~I tfti1 ~ I ~'L. : ~Lr ~ I ~ I Sso<, -- ____ y- ~~~EOD~:: \ P. RO CH K AM f 0 : i I : t-.--.. --~~~.-3~1~~~----.... TEM ~ DI 'H ~ ( VO /111 0 I I 1M" E, HELEN R. .M.L. . S~. .05) H f I I loot 't OE OE E t 1 q L.A.DDEN cOURi ) !;., (\) '" I' ! .. r o ^ f<t :fI 0 ~ jll ~ 0: I LO~lj \. ~ I J OAK ..1........ ......~./ DEMOUSREMOVE: 1 ~ EXISTO. STRue . RES: .--/) '. ~,i I I (J,. 109-30 -4 I GLADD ,WX & I , ~ WIF , HELEN R f j)) " ~~< 1 87' ' ~ 0...). ""7" A ;'.MJ 1"", ~ "-,, "'~-;'~~0:*~\~ \~~-- \ \ \ \ 0,9(' , \.,., \ \ "'- \ {2. \ \ "-." 6' BUF <\ "-., ~ ~\\\ \ \ \ \\ \ \ \ \. \\ \ \ \ \ \\ \ \ \ \~\\ , \ 1 -- I I I w w w _Ow_ TREE PROTECTION Be GRADING NOlES: 1. ANY GRADING BEYOND 1HE LIMITS OF DISTURBANCE (DENUDED AREA) SHOWN ON 1HE PLAN IS A VIOLATION OF CITY'S/COUNTY'S EROSION CONTROL ORDINANCE AS WELL AS ZONING REGULATIONS I CONDITIONS AND IS SUBJECT TO A FINE. 2. STABILIZATION IS 1HE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF 1HE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED Wl1HIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED Wl1HIN 120 DAYS. 3, TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLlTlON/ CLEARING/ GRADING/ CONSTRUCTION, AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY URBAN FORESTER. 4. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION TRAffiC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY WILL BE ALLOWED IN 1HE TREE PROTECTION ZONE, 5. SEE PLAN TO SEE TREES TO REMAIN OR BE REMOVED. w w ..-2. T ....- 3:5 T --""'" T 5 5S r\ ____ -t> f ,. I;;> , 5.16 ~109-301-49 GLADDEN, W,K, & f--- ""L~ELEN R. r- 0::: a 1;2 Dd zu.. 11.J '<;;(' Q('.J a . <J:::ffi ,..3 '<i o~ SEE TREE PROTECTION DETAIL SHT.4 ~ \ 6. A REPRESENTATIVE OF THE TREE ORDINACE STAFF SHALL DETERMINE THE NUMBER OF EXISTING TREES WHICH WILL APPLY TOWARDS 1HE TREE ORDINACE REQUIREMENTS AND HOW MANY NEW TREES WILL BE RREQUIRED, I I I I f I \ 'J' 1/ l/ ~ ~. # ~ -- e:z:: ~, ''"'''' '.. .......... .. ''''''''''.........,,- , "'" , {~ ~ GRAVEL & FILTER RIP RAP BASIN #1 (C.M.L.D. STD. 30.01) DENUDED AREA = 2.8 AC.:l: DRAINAGE AREA = 1.16 :l: VOLUME REQUIRED = 2,088 C,F. VOLUME SHOWN = 2,312 C.F, BASIN SIZE: BOTTOM: 15' W, 30' I., 5' D TOP: 32' W. 4-7' L WEIR WlD1H = 10' MIN. . ALL SIDE SLOPES 2: 1 GRAVEL & FILTER RIP RAP BASIN ~ (C.M.L.D. STD. 30,01) DENUDED AREA = 0.42 AC.:!: DRAINAGE AREA = 0,42 :l: VOLUME REQUIRED = 756 C.F VOLUME SHOWN - 1,292 C.F BASIN SIZE: BOTTOM: 10' W, 20' L, 4' D TOP: 26' W, 37' L WEIR WIDTH = 11' MIN. . ALL SIDE SLOPES 2: 1 GRAVEL & FILTER RIP RAP BASIN #4 (C....,LD. sm, 30,01) DENUDED AREA = 3.34 AC.:!: DRAINAGE AREA = 3.34 :l: VOLUME REQUIRED = 6,012 C.F. VOLUME SHOWN = 7,172 C.F BASIN SIZE: BOTTOM: 30' W, 60' L. 5' D TOP: 48' W. 78' L WEIR VIlD1H = 10' "'IN. . ALl SlOE SlOPES 2: 1 ~ "i":r; ~ '1.. -(C:I\LD. '1'~ SHOWN n e'l;. V i - 'l/,),n' ~ '-RA Be FI TER IP AP I 1 \ ~ " ~ t~ "\ , \ ';; I I BACK W WASH ST E ~ , I\~ \~ONG RY CR BED OR I1lA I~ I, ( ~ ~j tJ ADING. REMO PRIOR TO ORM It I. ~ C STRUC ON. o .~ ~,'/ ~ \ *MP. ~ILT ~CE : f II ({~). ~ ~~~. !:J ' \ \~ ~ ~FJ11D:w~,06 \ I III,~~ ,/ ~ \ ~ \<, W SHEo+~ ' /;/1 _ I ~"5'58'2-f'E' 'I" '~_ , I ~~ ~ 7/-- ~ I~~'-- OR VEL" LTER ~ BA~:~ ~ th ~~ \ '~ ~ .2 ~. / ~~ (f)t'--... ~ (- OE.1 . '\ I. ............. ~ \ OE\ ~E OE OE--'--OE~ ',,' ~~G '~ ~ K' \ -) - - (~~~y~ - -:. PO_~R~tE_ ~PO~E:! ----':).'~ ' ,', \ \~ \_ Y \ ~ E!~~ ~fii :y~-~------ 'l~~ ~~-'~"~::~'-~ ~~, ,1 ~\\ ~ "~OllSH .. R~~ I G~:f}O~~~~~0 f i. / EX~S; STRue,v,,"O :', ~~~\ ~\\~r~~~ p,~::-~~':--/- -~~'~ 7Js I / ~/ ~ ~,_/- /,.'/ _______', _~ , ~~ : { .., /- ,-' +~ ~. -"<::--i--J 'I / _- 1 '" - ,;:..___/' 2., " l.---r--;;"'--- ~ _ _ I 0"; ,,"',,\\\.~ - '.' 1 i/ "- : i\1 - ~- ~. :-- 0'\ : :.-r i \. _ '('\' . 11\~> - _ _ , , , / .;,,-") . .- . 1~ W - - - _ _ , I / I - 3G'~ ! /', \,. ~l\\ ::-..:: J- 0 - -0 - -.,..,.,;- - rf( ~ ~~ ~, ~. yo t N I ~ ~~~ 'i~~ ~,,')J ~, VY"< ~;'~ ~ ~~~~- "~~~A - O~~"", :t\\ \ ~.... ! ~ ~ TEM~~ITCH ~ _~ '" ~ '\\ TR~\ 0 TI~ C G ~~~ C.M.~..~-!,u. ........,..., .........r~~ ~ ~E1 :::s...~, \~ ~ ~OCK CHECK DAM ~ - C1 L.D. STD. 4. ) ~~ _~~~ STD. 30.10) ~ ~' II , ' '\ ~ ~'~~~Kr : ,~ .'~~~~ ~ I ~ 5 .2~~ r/~ l\~ ~~"~~ I \' \ i \ \ I ~ '--- C !~~~.~ ~~ \ ~ ~ /1' \~ L~ ~~~~~ "I ~..- ~'; ~ ~ ( {+ I; I 0\ ~~ ~ :1 I ~> ,~_. I I, TI~~ \ C TD. 3 06 I \ \ ~ ~ ~ g ( .) ~~ \ I ~u..(l., I I 0 \ o~ I " I I "l~ GR VE A n11=R S'S' I ~ I \p (~AF B SIN ~ iWP' ~ ~ -~ --~!~~~~;~x-- ~ --- ~- ~ ~-~:~~?~:~~ UMT('lFDI~R..If<f~ i'-.................. \)~;70 .~~ ~~ < ,'~ -r-r~\~( ~ ~ ~ '\\ \ ~~ .~ "'\ \ \ \ ~~ 1(\ \ \~"'..~ ~. ~~ ~~~~ /'" / \ \ \ \ \ \ GRAVEL & FILTER RIP RAP BASIN #2 (C.M.L.D, sm. 30,01) DENUDED AREA = 0.20 AC.:l: DRAINAGE AREA = 0.20 :l: VOLUME REQUIRED = 360 C.F. VOLUME SHOWN = 572 C.F. BASIN SIZE: BOTTOt.A: 5' W, 10' L, 4' 0 TOP: 22' w, 27 L 'tIE1R VIlD1H = 10' MIN. . ALl SIDE SlOPES 2: 1 /~ :/~ ; I / ; I /-a f I '~ ( 109-301-49 : GLADDEN. W,K. Be 1 \ WIFE, HELEN R, i '\ ~)\ ~~- ---l i' (' ~ " : ~ "......~'...~UFFE:... ... ~.~ ~ ... ~.~':" -1.'.- ...;h~~~.~~.~.~~.~~~-- I ~ :7- - --- /IJ---7/1 __~~SETB~e~_ ______n \~~o - i ~ ~ JJ 10\.-301 49 GL;~, W,K. & - IFE, HI I [I~ t"(, ~ -...-...J. -or 109-301-43 ()Q-:>01-03 ,;? GORDON, CHARLES E. Fdx:JAl.lES Q.--& WIFV / / / / /, FE. BARBARA rl. ~ "'l.t.JJ.J..~.tJiT A G. ./ // / / /. __._ Jl*.___ __ .... I I ~1 @? I L__ ~ @l @? @) ~ ..... F7?AM[ ~- ---- - ~ , @l ~ @> I -- ~: -- -- - ---- 0",< " -- ~ @> ~ I -@,' I ~ ..J I "~ 1-- F .........., .......... ~~, "" 'V .... -- " " " , w (.? "" ~ b1 2 \ ....-- ~ ......--- ^ i\ , i \ ! I 1 \ '~~\~ .... RE ASE "' " " -G.. " -- " " --- " ........-..... '-- " " " ~~":~0l \ I '\ ';j /.. ..., --- I I ~ 4_\'i.....: I".. "," ./ .... .... ---- ~ "" ~ "- b1 Q Cl <: - - - - .-..- " .... ~ \~ ~ ", ~ " ~ '< , --- D ---l:..."""-- TEMP. R CH (C.M.L S . 30.1 o 100' O. ~~IP'.f SILT FE '\ <1i STD. 30.06 BA FILL W/ ~S STONE ,-- -- -- ~ -~'~..., ~ , " " " " " " " , \~ ' '!? t- \ w z o w -- I I . " -- OE E- <? _G~l1. 0l1. :::J ~ III ~ III 11 I ~ I 'I ~r II I [" il I:e 1\ , ~ i . S .M.L: DI S U") " " )> Iii '" ~ ",,)> < ::0 ~M ;;;: ::0 OJ 0 r )> '" 0 ::o~ i~ ~ N ... " N ~ I . ! ~ 1 .... ,.. '" I' .. FlL R RIP R~N ~ .~' P. IT 011,," - , C..L STD. 30.05 ---- f--- 1\ ., " " " "- 1\ ~~ . yyp-ff FU I~'" !:J ~ :1t ( ~\I T il TEMP, CO~STRUCTIO ENTRAt g). (C.M.LD. ,TD. 30.11) 20' X jJ ~j ~ "" .I '--" ~ ~ EMOLlSH E OVE ~ --=====--lL 1ST, RUCTU S ~~ --- I , , lo~ , ~ '~R&~ 1 ;$ .~ '~~. ~ ~-o; 1 ~ .wJ -oJ I I I I I I r I - GRA "- , .... ~ ~ " , ,/) /\ " ~J~\ " " \ , ' , , '\; ~ -n " J "~~\ [!l~,,,x ~0 "\"\ l \ ^~ ~....".. ~1 -~~/.' ':l "'~ ",/ - \ ..r-rv ~ "- , TR P C.M. D. TEC '4) B _. -' ~~ ~... -1.....,18 . SlO 30.05) I I I I ~ I \ ," : '" ~', I~ l\' P -ll ", -If'-..-. "" P. C. . D. T H .3. - 1\ -r-- Ii 1 I ~ "V I I . I ~ ~ HlP ~~ -. --~+~ 'f... - '"" - --...- ... ... "" ... ~ 'e'\~R'" - ~ - -- ...... ---..... \ /~ I c~ I'V i ~ >E;J ~~ ) l____~ ____ ki ~ ,i//~rr~~' ~C] ~ J ~~ r ~ ~) I) : , ~ ~ I'~~ ~ l"lf\\~ lNE &_P~lL s) \p / -i i:~ t (R~Y~~X. ~or~~ OE ~~ '-7 .~~~EP~;~~~ -'I~i~/I, ,...~\\ 7 ~~~'7f1' STPf 40.0 / f (n'P.) ) Y\ \ \ 77~\\ ~~ .,.... ,0 ___ 0<' ~ --- ~ Y'Y'" ~ ~,\~~P. 'Sl T FE~ ./ C S. 0.06~ BA LLW WASHED ST NE .... ORANGE SAFETY FENCING TO BE INSTALlED AT ~TLANDS PERIMETER ........ 2 REV. AUGNMENT 6/11/97 1 GEN. REVISIONS 5/16/97 REV, NO, DESCRIPTION DATE REVISIONS PROJECT MANAGER DRAWING SCALE -- 1924 CLEVELAND AVENUE RELEASED FOR DATE FSC 1"=60' CHARLOm, N.C. 28203 DSN /DRN BY PROJECT DATE WK (704) 334- 5348 APPROVALS GSG.PDW JAN-97 BIDDING APPROVED BY PROJECT NUMBER Engineers DICKSON Asheville. NC Columbio. SC FSC 97262,10 Planners Atlanta. GA Hickory, NC CONSTRUCTION FILE NAME PLOT DATE Surveyors Raleigh. NC 9726210,DWG RECORD DWG. (." , <:- ~ k~'1".t~'~~/ EROSION CONTROL SEQUENCE 1. OBTAIN A GRADING PERMIT FROM THE CITY OF CHARLOTTE. OBTAIN APPROVAL AND PERMIT FROM ARMY CORP OF ENGINEERS 2, SET UP PRE-CONSTRUCTION CONFERENCE ON SITE Wl1H EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT (PH. 336-2291) TO DISCUSS EROSION CONTROL MEASURES, 3. INSTALL CONSTRUCTION ENTRANCE- 4. INSTALL SILT TRAP, SILT FENCE. DIVERSION DITCHES, FILTER BASINS, TREE PROTECTION, AND 01HER MEASURES AS SHOViN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL 1HESE DEVICES, 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED. 6. REQUEST ON-SITE INSPECTION BY CITY OF CHARLOTTE INSPECTIONS DEPARTMENT, 7, BEGIN CLEARING AND GRUBBING. 8. MAINTAIN EROSION CONTROL DEVICES AS NEEDED. GENERAL NOTES 1. 1HE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING, REPRESENT THE DESIGNERS UNDER- STANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA, 1HE CONTRACTOR SHALL VERIFY THE LOCATION, DEP1H AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER, TELEPHONE, GAS, ETC,) Wl1HIN THE CONSTRUCTION AREA Wl1H THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGIN- NING ANY EXCAVATION. THE OMISSION OF, OR 1HE NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF, OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT 1HE CONTRACTOR'S EXPENSE. CONTACT U-LOCO (800-632-4949). 2, ALL EXISTING WATER, SEWER, STORM DRAINAGE LINES. METER AND VALVES, POWER POLES, SIGNS, ETC, TO BE ADJUSTED AND MOVED AS REQUIRED AND AS CALLED FOR ON THE PLANS, CONTRACTOR TO COORDINATE WITH THE PROPER AUTHORITIES (CITY OF CHARLOTTE UTILITY DEPARTMENT). 3, ALL LANDSCAPE AREAS DISnJRBED DURING CON- STRUCTION SHALL BE RESTORED TO 1HEIR ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE. 4. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES, WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, CON- TRACTOR MUST HAVE WRITTEN PERMISSION FROM THE OWNER(S) BEFORE PROCEEDING. 5. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL AUTHORITlES. 6. ALL DRIVEWAYS SHALL BE IN ACCORDANCE WITH MANUAL ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS, CONTRACTOR TO COORDINATE WITH CITY OF CHARLom. 7, CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO ENGINEER FOR APPROVAL ANY SUBSTInJTIONS OR REVISIONS TO MATERIALS OR CONSTRUCTION SHALL BE APPROVED FIRST BY ENGINEERING PRIOR TO CONSTRUCTION, 8. TOP SOIL TO BE STRIPPED AND STOCKPILED IN AREA DESIGNATED BY ARCHITECT / ENGINEER, 9, ANY UNSUITABLE MATERIALS ON SITE ARE TO BE QUALIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO REMOVING, CONTRACTOR MUST NOTIFY OWNER OR OWNER REPRESENTATIVE IN CASE UNSUITABLE MAT- ERIAL IS UNCOVERED, 10. ANY EXCESS SOIL TO BE WASTED ON SITE IN AREAS DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE. SOIL TO BE WASTED AS MUCH AS ALLOWED TO ENSURE STABILIZED SLOPES, GRAVEL & FILTER RIP RAP BASIN tfJ (C,M.L.D. sm, 30,01) DENUDED AREA = 6.04 AC,:1: DRAINAGE AREA = 13.4 :l: VOLUME REQUIRED = 10,872 C.F. VOLUME SHOWN = 14,180 C.F. BASIN SIZE: BOTTOM: 30' W, 60' L, 7' D TOP: 58' W, 88' L WEIR WlD1H = 13' MIN. . ALL SIDE SLOPES 2: 1 9, AFTER CLEARING IS COMPLETE, PROCEED Wl1H GRADING OPERATIONS AND INSTALL STORM DRAINAGE, WET PONDS AND PERM, DITCH #1. 10, STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. INSTALLING INLET PROTECTION AT ALL STORM STRUCTURES, 11. 1HE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION, 1HE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT Wl1H 1HE CITY OF CHARLom EROSION CONTROL INSPECTOR so 1HAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 12, WHEN ALL PROPOSED GRADES ARE ESTABLISHED, SEED AND MULCH ALL DISTURBED AREAS Wl1HIN 20 DAYS AND ESTABLISHING SLOPES AND REMOVE TEMPORARY MEASURES, 13. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOUTlON LANDFILL PERMIT FROM THE ZONING ADMINISTRATION. 14, APPROVAL OF 1HIS PLAN IS NOT AN AU1HORIZATION TO GRADE ADJACENT PROPERTIES, WHEN FIELD CONDITlONS WARRANT OFFSITE GRADING, CONTRACTOR MUST HAVE WRlmN PERMISSION FROM THE OWNER BEFORE PROCEEDING. 15 ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE Wl1H THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U"S. DEPARTMENT OF AGRICULTURE, U,S, SOIL CONSERVATION SERVICE AND CITY OF CHARLOTTE ENGINEERING DEPARTMENT. 16. ALL "sm." NUMBERS REFER TO 1HE CHARLom/MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL 17. GRADING MORE 1HAN ONE ACRE Wl1HOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF 1HE CITY.S EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE- 18, FAILURE TO SCHEDULE AN ONSITE MEETING W11H 1HE CITY'S EROSION CONTROL COORDINATOR 48 HRS PRIOR TO ANY lAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF 1HE CITY CODE AND IS SUBJECT TO A FINE. o ~ ~ ... .. ~ "" III g 12 ~ o <!! ~ 1 9. \ .. ~ SOIL n'PE: Helena sandy loam HeB TOTAL PROJECT AREA: 36.27 AcRES TOTAL DENUDED AREA: 27.78 ACRES , 1 , \ 19. ADDITlONAL MEASURES TO CONTROL EROSION AND SEDI...ENT t.AAY BE REQUIRED BY A REPRESENTAllVE OF 1HE CHARLom ENGINEERING DEPARTMENT. 20, ANY LAND DISTURBING ACTIVITY > 5 ACRE REQUIRES COMPLIANCE W11H ALL CONDITlONS OF THE GENERAL PERt.AIT TO DISCHARGE STORM WATER UNDER 1HE NAllONAL POlLUTANT DISCHARGE ELIMINATION SYSTEM(PERt.A1T NO. NCG010000), ANY PERMIT NONCOMPLIANCE IS A VIOLATION OF 1HE CLEAN WATER ACT AND MA~ REQlHRE ENFORCEMENT ACTION BY 1HE NC DEPT. OF ENVlR., HEALTH AND NATURAL RESOURCES, (FOR QUESllONS CONTACT t.lOORESVll1.E REGlpNAL OFFICE WATER QUAUTY STAFF AT 663-1699) I 109-301-14 I 109-301-51 I : FINK, ROBBjE C, I ~UKEL, JAMIE C. \ ! ,,( I \ -- -~-- - ~ / \ \ \ I \ 1 \ \ I 109-301-01 \ 0 REID, ROBERT M. & \..'k 109-421-03 W~E~OAZ~ _ .~. ~ I (l,OST. ROBBIE K. ,._ ~- ;l ~\ 0 _--'- 3 \ \ ___---- o \ -- - -- ""' <SO \ - (.? / ~. ~. _.~_ ~._---~-u_~::::;J~~- _ __ --~-~-~~.-~-Li' I 1<:~::'::4-\ -- ..>1) CKI, ELLANOR K. ~~~c~~~ ~ \ ~;, ! ........ \ II ~ - ...... l\ ~ \ \ I \ II , \ II \ \\ \ \1 \ )00'\ II ~\ '\ \ \ \ \ .\ \ \ ~il \ ~ 10 D & 0,0 _.---. "-- - .:... - l-Ox "- '109 G, ~A~ R. ,~ F J W. & 301 15 S, FL~,~_o I ~ _..-- ,p+Op.... - --~ .........--......- _-........-1'--- ? \ \ ~ ~ 109 421-06 T ADLO ,JEFFERY W, \ (9 ~ >,cs \ \ \ \ \ I \ \ \ \ \ \ I \ \ \ \ I \ \ \ \ \ \ 1 \ \ \ ~ \ ~ .\, 'h i \, \ \ \ ~.. .,...."".. ",,,,,..,.-- o ~_. \ w. ~ l ~ \ ~ ~...-- ...- !l: ?l ... '2 ~ 109-421-07\ B D R, CRAIG P. & WIFE, MICHELE A. ... ... - \~ : \ \ \ \ \ ~ \ \ \ \ \ \ I \ \ ~r~ YO lO~~~~~~~~'N O. ~ ~FE. JULIA C. ~~. ---- ~7-'-- ~ :\ 109/.21-09 I HAGEtPAULA J_.----. I ( _-- I -----.. -- >~~ \ I ,...., J I I UMtT DISTURBANCE RI R 8cFl B IN 17;::' I l " , , ! " , , " \~ '--'-..... I ~ ~'~\ ~ \\. ~~ '" '" .... ~P. (C.M. 1( 9 4 1-10 HA ,~< 9NALD V, & W~ . ~ARTHA S. ~) ~~// \ ~\ ~~""\\L~O~ '~U~L s. 'i\ ~ C THE NE R" \ \ L1F EST E --.... \ ..) \ M,.\ \ IN ~'\~ / __.....\/'\-.- \ \ It-.... \<...J \ 4'S ~ ... "'\ -..--/7 \ ;..~G.::...... ~... . ~ ::- _f..\ I~ \~ _ -",~ i;~ ~ "y----~=-~~~ -' -::'~~ ,~--r ~\ " i~ ~~~ "'- . IT A ~~ //;\ \\ ~~ '~&1))~ ~ ~ ~ ~~"------- LT 18. < S ?l/;, 1- ,~~_\ ~,~ k - - ~ , "- ~A r '\ + \ \. < f/P + ~ ~~ .... .' + MP. LT D _111 (C. D. 30.65)- \ \ '\ \ ~ ~ ---'/ -------0 ~ ~ \ CIRCUMFERENTIAL ROAD ASUBDIVlSION/INFRASTUCTURE PLANS ALBEMARLE CROSSING CHARLOTTE. NORTH CAROUNA '\ ~ INITIAL CLEARING, DRAINAGE AND EROSION CONTROL ..Ii r ""'" ~ t5 F a:: IJJ (I) ~ F ~ 0.. u.. IJJ ~ IJJ ~ Z u.. IJJ ~ \. ~ ""'" 0 to) ~ z L 0 en ~ to) 15 ~ ~ z ~ a:: IJJ co I I ::E ;:) Z >- Z CO 0 Cl ~ w F ~ 0 -l 0.. 0 G: 5 ~ co 0 Cl (/) a:: -l <.:> IJJ ::> IJJ 0 C (J) G: to) Tl!MPORMY S1l~~ - A OII'ERSla< OITCH r--. a :m\'.':'~rJ.s t-- - I~ - fi7( TJ"7-....~ : )'[\.' T I rf-~ , N.c..o.O. T. a.ASS B EROSION CONTROl. STCJrfE. T"l'PICAL "1$' 'lmR UNGlH 2 ;;;::l' \0 "-- cowPACTm EAR'" BERN. nP. '::l ~ ~ 'MO"""" MAX. SIDE Sl..OPE. 2:1, TYP. UNOIS11JR8ED~ ~lTER F"~C, GRQUNO LINE rt'PICAl. ClASS 8 STONE SPIllWAY APACIN .'-rt' MIN. SEDIMENT lRAP OISCHARGE Q-l~NEJ. DEPTli VARIES - MlNIWUM - 12- "",\)(!MUM SlOE SI.OPE . 1; 1 E.OW SPIllWAY 't1lfJR Ilk 2:1 BEYOND ~ :::r-IJ-..-, !fP SECTION B-B -~ <.oR'" BERN STONE OUTtET SPILLWAY STONE SPJU.WAY _ON A PLAN VIEW j1SLT (l1'VERSlON DITCH OR PEAMANe.tT OITai - SEE PLANS - ~~~ r~ONS1RUCT TRAP oultfr SPillWAY WITH N.c.o.o. T. CLASS 9 EROSION CONTROl. STONE. EXTeIO STONE' ,t.PRON UP OISCHARGE QiANNEl. SIDE SLOPES ClASS 9 STONE APRON NIN. TH1CI<. - 1.6 MAX. STONE DIAMETER CARRY CLASS:~ . STONE UP SIDES 6 MIN. or SPIu..WAY TOP OF EARTH BERt.t ELEV. I lo 2 ~ ~ ;;:l1 in ~ 2: 1 EXCAVA fED SIDE SlOPE. ~AXlMU~ SEE PlANS FOR SEOIMENT STORAGE \IOl.lIME REQ'O. MAX. SEDIMENT COllfCllON lEVEl.-ClEAN TRAP 'MiEJII 1II1S L.E'lEl IS REACHED lRAP 8OTTOII El.EV. VAAlES YO'" I TRAP VOLUME ~;~;8{~5&.. ALT!R FABRIC. UPSTREAM FACE n'PICAL MIN. 12- THICK VAAlES YO'" DEP'" OF lRAP SECTION A A EXlsnNC GROUND UN' 10'-0. !14tH.. -. I LIVI j ,....A15T--C;wA k RIP-RAP ~ SA ~. NOT TO SCALE / ~ / lATCH (WlDlli VARIES) TEMPORARY SEDIMENT TRAP NOT TO SCAlE ~ ~)>h)>/,i~~ = ~~v ~>>~ . " C):n::;l . ~ ... ~ : ~/ N Fl FVA nON l N.C.D.O. T. CLASS B EROSION CONlROI.. STONE ~ N ~ I )0,. .i~'~ 'I[ FLOW A r --A .... <<~~~~~~~>;>>>~~~<<(~~~<~~~ SECTION TEMPORARY ROCK CHECK nAtJ NOT TO SCALE COMPAClED BERM~~ ~lL SLOPE SEED Be MULCH 2'-0. AFTER CONSlRUCTlON ~ 111== 12- "IN 2 ,::.. -111==1 FLOW m .---.......... _ ~ """--!.TT ~ ~ . _\~ll-lll~ 1 2 ~~ITrm~~ ;(<<,(<<~%~0;;~~,/~,/>>-/:-I1 · ~~)i;~~%~M~~~A'// ~)..'\ , , /, " ",/.t(~ I co z /('\( ,/A/A/A//,/A// //,,/- '/..(;"( '~7~ .I ~ >>~~v /" ~ N /(-0(- Y~~~1;.'V~ 6'-0. TYP. /" <<<J;.;:!/< SEED Be MULCH CHANNEL AFTER DIGGING DITCH NA lURAL GROUND UNE TEMPORARY S~~\o ~~~RSION DLTCHT" EC006A I LENGTH == 100' MINIMUM ] .. C. "N. THICKNESS.___~ /~ ~~~~~~~~~~~ ~).,~~~~,~,~,~~~ ~XISTlNG FILlER FABRIC GROUND UNDER STONE , SECTION ~~[ c- - .~ PUBUC STREET PLAN NOTES: 1. A STABIUZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENlERING OR LEA VlNG A CONSTRUCTION S1lE TO OR FROM A PUBLIC STREET. 2. STONE TO BE NO. 5 FILTER STONE. ! 3. THE ENTRANCE SHAlL BE MAINTAINED IN A CONDITION WI1IICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBUC STREETS OR EXISTING PAVEMENT. lHlS MAY REQUIRE PERIODIC TOP DRESSING WllH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CL.EANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR lRACKED ONTO PUBUC SlREETS MUST BE REMOVED IMMEDIATELY. 5. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBUC SlREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABIUZED WllH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. 6. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL STA8111/..ll CONSTRUCTION ENTRANCE NOT TO SCALE .-- - -:-- REV.PERM DITCH REV.PERM DITCH REV. DRAINAGE REV, NO. DESCRIPTION REVISIONS STEEL OR WOOD POST WIRE FABRIC LTER FABRIC . "I ~ ~ b I N ~~~~~~ r ...~~ :z " f\u" j ITL :i F- -ITf- IT" · il ~O~ ffi-TT' ~EXISllNG ~ II.. /~ =111- GROUND LJ ~IIL iT'" UNE ~~~~~~~~<<<~~~~~ 4-~ ANCHOR FABRIC AS SHOWN SECllON VARIABLE AS DIREClm BY lliE ENGINEER (10' MAX.) TOP AND------ BOTTOM ~ r~STAY WIRES, STRAND 12- SPACING MIN. 10 MIN. 14 GA. GA., TYP_ I ANCHOR WIRE FABRIC TO:~ WOOD POST WIlli MIN. 4 FENCING STAPLES PER POST II) SECURELY ~ ~~ ~ Rx ANCHOR ~ :;) ~ F AeRIC TO ~ ~l! Ii <X, ,: , ~ :r. ~ ~~>>>~lJ)>xY~'>>>/~'5>>~Y,(~,(</X/~ ~>>>~//-\>0-~~/>>>~~, ~~ ~??(~ Q.. ~l;; * IIIAX. WIRE FILTER FABRIC TO BE -rI1- b ii:lt; o II FABRIC IIIESH POlYPROP't'LENE NYLON, I ~O i-l Il. OPENING SIZE POl'tESTER OR PQ.. Y_ I I N en a.. _L-- U _ 36 SQ. IN. ETHYlENE YARN OF U MANUF AC1\JRER TO BE APPROVED BY ENGINEER ~~ r:1 ~VAl1ON NOTES: 1. 1HE CONlRACTOR SHALL MAINTAIN AIJ. SILT FENaNG BY REMO'V\NG AND DISPOSING OF 51.. T ACCUt.fULA l10NS AS DIREClm BY lliE ENGINEER. FLTER FABRIC SHALL BE REPlACED WHEN IT HAS DETERIORAlm TO SUCH EXTENT THAT IT REDUCES THE EFFECllVENESS OF lliE SILT FENCE. 2. RllIR FABRIC SHAIJ. HA~ A MINIMUM TENSILE STRENGlli (020% MAX. ELONGAllON) OF 3Olba,AJN. IN., WIRE FABRIC REQUIRED. 3. IF EXTRA STRENGlli FABRIC IS UllUZED (WIN. TENSILE STRENGlli - 50 Iba/UN. IN. 0 MAX. 20X ELONGA11ON), ~ FABRIC IS OPTIONAL. MAXIMUM POST SPACING - 6 FEET. 4. POSTS SHAIJ. BE 4- DIA. PINE, 2. DIA. OAK OR 1.33 Ib/LF SlEEl. UNLESS OllDWSE APPRO'tm BY ENGINEER. TFtv1PORARY . .. NOl TO T FENCE ACER RUBRUM r L1NDERA BENZlIN ~-.I - QUERCUS PHELLOS - --- -yyyy BETULA NIGRA ..(t ..c 011 ol )I),tlj ) "Ii I J - ! ~ \, p~~J ) 6' FENCE(SEE DETAIL)-r M N. .--... ~, 1 '{ r 1.5 - \J lli~~ 1 Jff 810 - FASCINE I__fu 1. SILKY WILLOW 2.ELBERBERRY 3. SILKY DOGWOOD 4. CORAL BERRY RIP-RAP(7-10-) 18"THICK.MIN. ON MIRAFI FABRIC OR APPROVED EQUAL 1-1.5' STREAM GRAVEL AND SAND 4-8- UNSORTED FINES NOlES: 1. COCONUT f' ABRIC TO BE INST AUED PER MANUF AC1\JRERS SPEc. WIlli MANUFACTURERS. REPRESENTAllVE PRESENT DURING APPILCATlON. 2. COCONUT FABRIC TO BE INSTAUED UNDERSEEDED WIlli ANNUAL RYE. INSTALL TOP OF MA111NG A MIN. OF 2' PAST Ie OVER TOP Of'SLOPE. 3. DITCH DIMENSION TO BE EXCAVATED FIRST, THEN DIG OUT FOR R1P--RAP. .... ALL B1D-ENGNEERING BY OlliER5. 5. USE COBBLE R1VERSTONE AT BOTTOM OF PILOT CHANNEL ~ERMANI:NI [)IT~ ~1 "'\iE'GEfA ~O S~L.m NOT 13 SCALE ~" ,,-- \ '\. ....... ...... -...-------- ~------ ~ \ ~ ~ ~_n~ ~ ~~I : p .+.\ \ PERMANEN-" DITCH 81 \ PLA" FU1\JRE DAYCARE L._______ e' HIGH WOOD FENCE(SEE DETAIL) ------ PROJECT MANAGER FSC DSN/DRN BY GSG,PDW APPROVED BY FSC FILE NAME 9726210.DWG DRAWING SCALE AS SHOWN PROJECT DATE JAN-97 PRMCT NUMBER 97262.10 PLOT DATE It WK DICKSON Asheville, NC Hickory. NC Raleigh, NC 1924 CLEVELAND AVENUE CHARLOTTE, N.C, 28203 (704) 334-5348 Engineers Planners Surveyors Atlanta, GA Columbia, SC ACER RUBRUM L1NDERA BENZIIN SALlX SERICA RElEASED FOR APPROVALS BIDDING CONSTRUCTION RECORD DWG. St-_L .. 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 2. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 3. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION SHALL BE MINIMIZED. 4. THE SEDIMENT lRAP SHALL BE Ro.tO~ AND THE AREA STABIUZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABIUZED. PERU A~ENT s.. "ll~NG SCHl="nfITE - MIXTURE 82M QUERCUS PHELLOS Seeding Mlxtur. Species Tall teecue Crown ....tch Korean leepedeza Redtop NO. 5 WASHED STONE, TYP. Rate (Ib/acre) 40 10 10 5 BETULA NIGRA ~~ l'. ) ~ f "'"l. ~ J / ~ \...... ...Ik. J 1L J J; =) ~ I. v ~ ~~ k'~-; SANBUCUS CANCDENSIS L~~~ -)'/ Seeding not. If ~81onal mowing Is deelrecl, subltltute 20 Ib/aCl'e Ierlcea lelpedeza Nu.... plants Bet_ t.fay 1 and Aug. 15 add 10 Ib/aCl'e G<<man mDlet or 15 Ib/acre Sudangraaa. Prior to May 1 or aft.. Aug. 15, add 40 Ib/acre rye (groin). Seedtng dat.. &011' Beat POI8lble Below 2500 ft: Aug. 15-Sept. 1 July 25-Sept. 15 Mor. 1-Apr. 1 Mar. 1-Ma)' 10 Abo.... 2500 ft: July 25-Aug. 15 July 15-Aug. 30 Mar. 20-Apr. 20 Mar. 5-lIIay 15 Complete Nedlng earll.. In the fall, and lItart law In IprIng on north and eallt facing elopes. A t ------- --- --- ------------ --- --- I SoD amendments Follow recomm~1 of 1011 teata, or apply 4,000 Ib/acre ground agricul- tural limestone and 1,000 Ib/acre 5-10-10 tertntz... LaJ Z :::J ~ ~ LaJ a. o ~ a. Mulch Apply 4.000-5,000 Ib/acre grain straw or equivalent co.... of anoth.. suitable mulching material. Anchor mulch by tacking with Cl8phalt, roYlng or netting. Netting Ie the preferred anchoring method on lteep elopes. t N ~ I'( 3'-4" Ai 5i MaIntenance Do not mow crown 'IWtch. RefertlItz, In the lecond )I8CIr unleea growth II fully adequate. R-.d, fertilize ond mulch damaged __ immediately. FLOW - ~ -. '-"'\~A~Y ~ ~('UC"nlll C" - F'AII EC010C BUFFER (SEE PLAN) Seeding mixture Species Rye (grain) NOTES: Rate (Ib/acre) 120 THRU I(~S. I -.. (1 I"'II";RU NOT TO SCALE Seeding dates Mountains - Aug. 15-Dec. 15 Coastal Plain and Piedmont - Aug. 15-Dec:. 30 son amendments Follow son tests or apply 2,000 Ib/acre ground agricultural lime- stone and 1,000 Ib/acre 10-10-16 fertDlzer. Mulch Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. NOTE. ALL BID-ENGNEERING BY OlliERS. Bla-ENGINEERING PLANTlNGS TO BE COORDINA lED WITH ARMY CORP Of' ENGINEERS Ie OEM AT LATER DAlE(NIC) ~ ... -- . GO ... -- DAlE Co Maintenance Repair and refertRlze damaged areas Immedtately. Topdress with 50 Ib/acre of nitrogen In March. If It Is necessary to extend temporary cover beyond June 15, overseed with 50 Ib/acre Kobe (Piedmont and COCIstal Plain) or Korean (Mountains) lespedeza in late February or early March. r-.... -- EX1ENlED POST WITH CAP =-- - 2x4 TOP SLAT BIO-STAKING (1 PER SQ.FT.) 2". 1. SILKY DOGWOOD -A (AT ALL STAKES) MIN-:- 2. SILKY 'MLLOWS _ 3. CORAL BERRY( ~ y rY ~ y~ 1 . 5 S CANCDENSlS I 1~1 V BURY EDGE OF t 5f r MATTING 6- DEEP ~ .J -;r- _ .111' "'1~1I;':;:,~ ~ t .... 'Tit< .. 211 ,- \ COCONUT FABRIC(NORTH (\J t..~~ \"12-18- TOPSOIL AMERICAN GREEN C-125 BN) BURY EDGE OF OR APPROVED EQUAL MATTING 6" DEEP /' -oJ ~ ::::) o IJJ PANB. FENCING -I-- ~ I-- 2x4 MIDDlE SUPPORT 1-- -1-- -1--1---1-- -1--1--- -1--1-- -1--1-- IN lHE PROlEClED ROOT ZONE. SlUMPS. DEAD 1REES, AND SHRUB GROWTH SHALL BE CUT FLUSH OR GROUND OUT. NO GRUBBING IS PERMITTED. - -- REMOVE AlL BARRIERS UPON COMPLETION Of PROJECT AND FILL lliE HOLES. -l ~ 5 IJJ lREES lHA T DIE AS A RESULT Of THE CONlRACTOR'S NEGLIGENCE TO THESE SPECIFICATIONS SHALL BE REMOVED AND REPLACED UNDER lHE DIRECTION OF lliE CITY LANDSCAPE ARCHllECT AND APPUCABlE CITY STANDARDS. 6x6 POST . e'o.c -- _"--:=- 2x4 BOTTOM SUPPORT DEAD OR DYING TREE LESS lHAN 12. DBH 12-20. DBH 20- 28" DBH 28-30" DBH ABOVE 36. DBH NEW TREE 1-4- CAUPER lREES 2-4- CAUPER lREES 3-4. CAUPER TREES 4-4- CAUPER lREES 5-4. CAUPER TREES 95~OMPACTED SUBGRADE - - ANY lREES PlANlED SHALL BE IN ACCORDANCE WITH THE CITY OF CHARlOTlE TREE PLANTING SPECIFICATIONS. CONCRElE FOOllNG ROOT PRUNING: ROOT PRUNING SHALL BE KEPT TO AN ABSOLUTE M1NIMU... ROOT PRUNING SHALL BE STARTED WITHIN FlFlEEN DAYS AF1ER THE AWARD OF THE CONlRACT AND SHALL BE COMPLElED WllHlN FIFTEEN DAYS AFTER STARTING WORK. THE CUT IS TO BE MADE NO MORE lHAN 6. BEHIND THE BACK OF THE CURB. THE CUT SHALL BE MADE TO A DEPlH. OF TWO FEET BELOW THE SOIL SURFACE. lHE ROOTS SHALL BE CUT CLEANLY LEAVING A SMOOlH SURFACE. AlL Cl1T SURFACES Of ROOTS TWO INCHES OR LARGER IN DIAMETER SHAlL BE COVERED IMMEDlA 1EL Y WllH lREE WOUND DRESSING OR lHE TYPE USED AND APPROVED BY THE CITY ARBORIST. ROOT PRUNING EQUIPMENT SHALL BE KEPT SHARP TO ENSURE lHA T ROOTS ARE CUT CLEANLY AND ARE NOT BROKEN OR TORN BY DULL OR UNSUITABLE EQUIPMENT. L..-- 6' HIGH Wflrll1 FENCE NOlE: AlL FENCING SHALL BE PRESSURE TREATED. . ::= ~ STORAGE AREA ~\..o~ I~~I A t \ CATCH BASIN PLAN r#5 .WASHED STONE I t~ ..~ __ FLOW_ ~ ~;:r:: IT: ....~."t;.. ~.~'::;;.~~~:: "I~ ~~~":.i ~:.:.:. SECTiON A-A 'U. I:'T 1 -.. · ~ ....KU I ~L III 1N NOT TO SCALE 9 ;:) :I 12 ~ co . co 1.'- PlACE BARK MULCH AT AREAS NOT PROlECTED BY BARRIER PRUNING AND lHlNNING OR EXISl1NG TREES: ALL BRANCHES OVERHANGING lHE ROADWAY SHAlL BE REMOVED TO A HEIGHT OF SEVENTEEN FEET. DEAD WOOD AND CROSSED BRANCHES SHALL BE REMOVED FROM THE TREES W1lHIN THE CONlRACT MEA. lHE PRUNING SHALL BE DONE IN A MANNER WHICH PRESERVES THE NA ruRAL CHARACTER OF THE CROWN. FERTlUZA TlON: SCHEDUUNG Of FERllUZA TlON SHALL BE AS APPRO~ BY lliE CITY ARBORIST. A FORWULAl1ON OF 31-10-8 ANALYSIS FERTlUZER OR OTHER AS APPROVED BY 'THE CITY ARBORIST AND lHE ENGINEER SHALL BE USED. lREES SHALL BE FERTlUZED WllHlN lHE PROlECTED ROOT ZONE AT lHE RA lE OF 6 LBS. NJlROGEN PER 1000 SF. SOURCE OF NITROGEN SHALL BE NO lESS lHAN SOX UREA FORMALDEHYDE (SLOW RELEASE LOW SALT INDEX). THIS UQUID FERTlUZER IS USED WllH A lREE FEEDING NEEDLE. AN EQUIVALENT DOSAGE SHALL BE APPUED USING lliE SAME PATIERN OF HOLE. I k't- t- t-'t'<U I t:CT~ON U~ fAIL ",,"j";''J.'" 'f, , / ~~~~di :..~#.~ K ,.~- ~..:~::~u.~".. ",\~~.;':'~tSSIO~'..~1 ,. ;: .' '*-v "-? ". ::- {Go:. SE ,D,L ("\ : ~ ~ 17'QC ;: : ...,. J ""' U 0 -0 -'? .A'\ "... !': ~ 1/.4 \..j : '0:, 1;. ....1'CI '" c \: .... ~ i 4 YA, -13 l~ l. .- C. 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F~r: >-l [;\ >-i ~~ o go....Z c: ~?' -l >III-i (I) t:='fTl 8 ~IV-it:l fTl -l' ~o o 0> zz ." ZIII;<;O >0 '-l III r<"'O i!; (l)rr1 r ;I<; 0." ~ P rz fTl r:- oVl z:r M t:l ~~~I i9~"~ .;,.;,1! ; ~ 2:1 ... n... · ~t:l H N;1 ~: >>s:: "'~- nCl- E:.n ;.- - .... ftI. "- firm r 0::: ~ :5 z 0 F 0::: W (I) ~ i= <( Q. u.. W 0::: X W ~ <( z u.. W 0::: X ci () o'<:l z 0 (j) ~ () w Ci ~ ~ <( ~ Z 0::: W CD I I ~ ::> z >- z Cl) 0 0 ~ w F w 0 -' 0. >- 0 G: C2 w Cl) U > 0 0 (I) 0::: -' 0 W ::> w 0 c (j) G: () \. ~ ~ ---- --------~ ~- ....".~ W = - '" ~,~V__ -, ..(J v.~'~40'-15"RCpWO 13.6%W - w - w- w -- w_ BY OPEN CUT/REPLACE PAVE~ENT AS EXISTING TREE PROTECTION & GRADING NOTES: 1. ANY GRADING BEYOND THE LIMITS OF DIS1URBANCE (DENUDED AREA) SHOWN ON THE PLAN IS A VIOLATION OF Crrf'S/COUNTY'S EROSION CONTROL ORDINANCE AS WELL AS ZONING REGULATIONS / CONDITIONS AND IS SUB.ECT TO A FINE. 2, STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROl ON LARGE DENUDED AREAS AND ESPEOALL Y WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. AU REMAINING AREAS ARE TO BE SEEDED AND MULCHED WlTtiIN 120 DAYS. 3. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLlTION/ CLEARING/ GRADING/ CONSTRUCTION, AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY URBAN FORESTER. 4. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION TRAFFIC. BURIAL PITS, TRENCHING OR OTHER LAND DIS1URBING ACTIVITY WILL BE ALLOWED IN THE TREE PROTECTION ZONE. 5. SEE PLAN TO SEE TREES TO REMAIN OR BE REMOVED, GRA \lEI.. 6: FILlER RIP RAP BASIN " lot (C....LD. STD. 30.01) DENUDED AREA .. 5.32 AC.:t DRAlN....GE ME.... - 8.13 :t VOLUME REQUIRED - 9,576 C.F. VOLUME SHOWN .. 10,~32 C.F. B....SlN SIZE: BOTTOM: 30' W. 60' L. 6' D TOP: 5~' W, 8~' L WEIR WIDTH - 10' MIN. . All. SIDE SLOPES 2: 1 GRAVEL '" FILlER RIP RAP BASIN (C.M.L.D. STD. 30.01) DENUDED MEA - 3.04 AC.:t DRAINAGE AREA .. 3.0~ :t VOLUME REQUIRED .. 5,~72 C.F. VOLUME SHOWN - 7,172 C.F. BASIN SIZE: BOTTOM: 30' W, 80' L. ~.5' 0 TOP: 60' W, 90' L WEIR WlDlH - 10' MIN. . ALL SIDE SLOPES 2: 1 EROSION CONTROL SEQUENCE 1. OBTAIN A GRADING PERMIT FROM THE OTY OF CHARLOm. OBTAIN APPROVAL AND PERMIT FROM ARMY CORP OF ENGINEERS 2, SET UP PRE-CONSTRUCTION CONFERENCE ON SITE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT (PH. 336-2291) TO DISCUSS EROSION CONTROL MEASURES. 3. INSTALL CONSTRUCTION ENTRANCe. 4. INSTALL SILT TRAP, SILT FENCE, DIVERSION DITCHES, FILTER BASINS, TREE PROTECTION. AND OTHER M~ASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY :0 INSTALL THESE DEVICES. 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED. 6. REQUEST ON-SITE INSPECTION BY CITY OF CHARLOTTE INSPECTIONS DEPARTMENT. 7. BEGIN CLEARING AND GRUBBING. 8. MAINTAIN EROSION CONTROL DE\KES AS NEEDED. GRA \lEI.. " FILlER RIP RAP BASIN (C.M.LD. STD. 30.01) DENUDED AREA - 1.12 AC.:t DRAINAGE AREA - 1.12 :t VOLUME REQUIRED .. 2,018 C.F. VOLUME SHOWN .. 2,312 C.F. BASIN SIZE: BOTTOM: 15' W. 3()' L. 5' 0 TOP: 44 'W, 59' L WEIR 'MOTH - 10' MIN. . ALL SIDE SLOPES 2: 1 MH G - G -. _ RIM~759.91 SS-SS INV=748.R ~ SS-S~ NOTE: CONTRACTOR TO BID VALLEY C&G 4'CONCRETE SIDEWALK, STORM DRAINAGE AND GRADING. CITY WILL PROVIDE ASPHALT PAVEMENT GENERAL NOTES 1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON TtiE DRAWING, REPRESENT TtiE DESIGNERS UNDER- STANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. TtiE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTti AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER, TELEPHONE, GAS, ETC.) WlTtiIN THE CONSTRUCTION AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGIN- NING ANY EXCAVATION. THE OMISSION OF, OR THE NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF, OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT U-LOCO (800-632-4949). 2. ALL EXISTING WATER, SEWER, STORM DRAINAGE LINES, METER AND VALVES, POWER POLES, SIGNS, ETC. TO BE ADJUSTED AND MOVED AS REQUIRED AND AS CALLED FOR ON THE PLANS. CONTRACTOR TO COORDINATE WlTti TtiE PROPER AUTHORITIES (CITY OF CHARLOTTE UTILITY DEPARTMENT). 3. ALL LANDSCAPE AREAS DISTURBED DURING CON- STRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITfON AT CONTRACTOR'S EXPENSE. 4. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, CON- TRACTOR MUST HAVE WRITTEN PERMISSION FROM THE OWNER(S) BEFORE PROCEEDING. 5. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL AUTHORITIES. 6. ALL DRIVEWAYS SHAll. BE IN ACCORDANCE WITH MANUAL ON STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS. CONTRACTOR TO COORDINATE WITH CITY OF CHARLOm. 7. CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO ENGINEER FOR APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO MATERIALS OR CONSTRUCTION SHALL BE APPROVED FIRST BY ENGINEERING PRIOR TO CONSTRUCTION. 8. TOP SOIL TO BE STRIPPED AND STOCKPILED IN AREA DESIGNA TED BY ARCHITECT / ENGINEER. 9. ANY UNSUITABLE MATERIALS ON SITE ARE TO BE QUALIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY OWNER OR OWNER REPRESENTATIVE IN CASE UNSUITABLE MAT- ERIAL IS UNCOVERED. 10. ANY EXCESS SOIL TO BE WASTED ON SITE IN AREAS DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE. SOIL TO BE WASTED AS MUCH AS ALLOWED TO ENSURE STABILIZED SLOPES. -'~ 109-301-49 GLADDEN, W.K. & ~-~ WIFE, HELEN R. CONC. L ENDWALL CMLDS# 20.18 INV=756.00::l: f---- u:: ~) L(j (.; l,) (,) Z [1.. i..0 ."," 0 C'~J Q <{ ill .~-1 ~ (=' 2' MIN. 6. A REPRESENTATIVE OF TtiE TREE ORDINACE STAFF SHALL DETERMINE THE NUMBER OF EXISTING TREES WHICH WILL APPLY TOWARDS THE TREE ORDINACE REQUIREMENTS AND HOW MANY NEW TREES WILL BE RREQUIRED. SEE TREE PROTECTION DETAIL SHT.13 2' MIN. 9. AFTER CLEARING IS COMPLETE, PROCEED WlTti GRADING OPERATIONS AND INSTALL STORM DRAINAGE. WET PONDS AND PERM. DITCH #1. 1 O. STABiliZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. INSTALLING INLET PROTECTION AT ALL STORM STRUCTURES. 11. TtiE CONTRACTOR SHALL DILiGENH. Y AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUC1URES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE CITY OF CHARLOm EROSION CONTROL INSPECTOR SO TtiAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 12. WHEN ALL PROPOSED GRADES AflE ESTABliSHED, SEED AND MULCH ALL DIS1URBED AREAS WITHIN 20 DAYS AND ESTABLISHING SLOPES AND REMOVE TEMPORARY MEASURES. 13. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATION. 14. APPROVAL OF THIS PLAN IS NOl AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDIl'ONS WARRANT OFF SITE GRADING, CONTRACTOR MUST HAVE WRITTEN PERMISSION FROM THE OWNER BEFORE PROCEEDING. 15 ALL EROSION CONTROl MEASURE, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSiON AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL U.S. DEPA~TMENT OF AGRICULTURE. U.S. SOIL CONSERVATION SERVICE AND CIT( OF CHARLOm ENGINEERING DEPARTMENT. 16. ALL "STD." NUMBERS REFER TO TtiE CHARLOm/MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL 17. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF TtiE CITY'S EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 18. FAILURE TO SCHEDULE AN ONSITr, MEETING WITH THE CITY'S EROSION CONTROL COORDINATOR 48 HRS PRIOR TO ANY LAND W TURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF TtiE CITY CODE AND IS SUBJECT TO .\ FINE. \ \ t 109-301-49 ~LADDEN, W.K. & WIFE, HELEN R. o "'''-''' _ BURY EDGE OF MATTING 6- DEEP SOIL TYPE: Helena sandy loam HeB TOTAL PROJECT AREA: 36.27 ACRES TOTAL DENUDED AREA: 27.78 ACRES BIO-FASCINE COCONUT FABRIC(NORTH AMERICAN GREEN C-125 BN) OR APPROVED EQUAL " '''-, CLASS I RIP-RAP ':-:';l. . 00 1S-THICK.MIN. 12' 0 ..- -l /J-S" ~ PIL:1ANNEL "-'".~OTES: 1. COCONUT FABRIC TO BE INSTALLED PER MANUFACTURERS SPEC. WITH MANUFACTURERS REPRESENTAllVE PRESENT DURING APPILCAllON. ""4 2. COCONUT FABRIC TO BE INSTALLED UNDERSEEDED WITH ANNUAL RYE. INSTALL TOP OF MATTING A MIN. OF 2' PAST'" OVER TOP OF SLOPE. i 3. DITCH DIMENSION TO BE EXCAVATED FIRST, THEN DIG OUT FOR RIP-RAP. 4. ALL B10-ENGNEERING BY OTHERS. 5. USE COBBLE RIVERSTONE AT BOTTOM OF PILOT CHANNEL. 19. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CHARLOTTE ENGINEERING DEPARTMENT. 20. ANY LAND DIS1URBING ACTIVITY> 5 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(PERMIT NO. NCG010000) ANY PERMIT NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT ACTION BY THE NC DEPT. OF ENVIR., HEALTH AND NA1URAL RESOURCES. (FOR ?UESTIONS CONTACT MOORESVlLLE REGlpNAL OFFICE WATER QUALITY STAFF AT 663-1699: 109- 301- 01 ! 109-301-14 I 109-301-51 \ REID, ROBERT M. & ; FINK, ROBBIE C. I SJUKEL, JAMIE C. ; WIFE, HAZEL G/" 4) DlfHES 1,9, '" 10 TO BE UNEDOTH ()AW~'IlON FABRIC UNING -"""-"---+-~'--'--""'. (./ 1 ~ . ,,/'" .. - ~~.~G~~HA ES - -'0;'3~-;-5-L--~---6----- --7' & ~ JU W. , /"~/// . \ ..''J '-~,,- 6Q G. '---w...................""'-"...._,................_....fi"-~,...#"""'" 1 9-421-04 SH OYER, PATRICIA 'HARA S. -....."'. SILT DITCH CHART LEFT RIGHT CHANNEl Ql~) FLOW ~ ,.~r SIDE SlOPE SIDE SlOPE SLOPE (CFS ~ .., I\.n 2:1 2:1 O.~7X 43.~ 1,7 0 7.6 2 2:1 2:1 2.1 OX 6.~ 1.0 0 3.5 3 2:1 2:1 1.37% 8.3 1.1 0 3.2 E . ^ ..., 6 2:1 2:1 0.5OX 5.2 1.2 0 1.9 7 2:1 2:1 0.5OX 5.2 1.2 0 1.9 8 2:1 2:1 o.43ll 31.0 2.3 0 2.9 10 2:1 2:1 ~.5-4X 30.0 1.5 0 6.9 NOlE: 1~ ALL SILT DITCHES TO CONFORM TO C.MLD. STD. 30.05. 2 ALL DITCHES TO HA\€ l' OF FREEBOARD ABO\€ FlOW DEPlH. E. 3 ALL DITCHES HA\€ 2:1 SIDE SLOPES AND ARE V-DITCH. 109-421-03 OST, ROBBIE K. o o / /' Il I f t ! \ t , l' \ \ 109-301-49 GLADDEN, W.K. & WIFE, HELEN R. o "" ~ -l "" ~ (<1 0:> g ~ ~ o '!9 ~ -l \. <:i\ \ "" '< ~ ,& \ , \ , o 109-301-43 , GORDON, CHARLES V IFE, BARBARA H. //~ --",-"~' "" ..-.,~",--.."" ".......~ .... ""..'''' ,.--...... ,<---"'" ,....."..".. K. ....."'..... "''''''........- W. .----. ).) - \ <I' << ~ ,.., '.J'~ 1e, \5 ~ o !2! .'. A. ") -~._'''' ! f 109-1421-09 AGEr' PAULA J., ,_' ~~>'""',.. .--",-". ... .-. ...-.,"". 1 .."<~",,J< \ II \. I " c' ) II Q o I I ,\ \ O( I I I I I I I r I I I I I I r v, PER D V, OF W1TER ~UAL --------- Qt. i I or \ CONTRACTOR TO USE THIS AREA FOR BORROW AS REQ'D AND RESTORE WITH BERM AND TREE PLANTINGS(SEE DETAIL SHT.13) DO NOT DISTURB AREA NORTH OF 740 CONTOUR USE ONLY AREA SOUTH OF 740 CONTOUR FOR BORROW ,& ROCK CHECK DAM CMLD STANDARD 30.10 ,& WET POND #2 OUTLET STRUCTURE (USE POND AS TEMP. SEDIMENT BASIN ) (SEE DlLS. SHT.12) 8/28/97 8 7 6 5 4 3 1.2 REV, NO. PROJECT MANAGER DRAWING SCALE II 1924 CLEVELAND AVENUE RELEASED FOR DATE FSC 1"=60' CHARLOTTE, N.C. 28203 DSN/DRN BY PROJECT DATE WK (704) 334- 5348 APPROVALS GSG,PDW JAN-97 BIDDING APPRO~D BY PROJECT NUMBER Engineers DICKSON Asheville, NC Columbia, SC FSC 97262.10 Planners Atlonta, GA Hickory, NC CONSTRUCTION FILE NAME PLOT DATE Surveyors Raleigh. NC 9726210.DWG RECORD DWG, ~ CIRCUMFERENTIAL ROAD SUBDIVISION/INFRASTRUCTURE PLANS ALBEMARLE CROSSING CHARLOTTE, NORTH CAROLINA MASS GRADING, DRAINAGE AND EROSION CONTROL DESCRiPTION REVISIONS ~ ; .~- .- ~---' ---.' ~ ~ ~ ~ r= a: ~ ~ I I F!: <( 0.. u.. LoJ a: x LoJ ~ Z u.. LoJ ~ \.. 0 <.) Gll z 0 (/) ::.:; U LoJ 0 ::lE :.:: < 3i z ffi IXI I I ::lE :;) Z >- ~ CD 0 :.:: w r= LoJ 8 ...J 0.. >- G: ~ ~ CD 0 0 c:: ....J c:> LoJ ::> LoJ 0 0 (/) G: <..> \.. .isr.....'-''%_ ~ ~~. -".--' l,-:f, ~r -,,, H;a ~I W - RIP RAP 7 DEPTH t h.A ~~ !iiffiiION B B 1. ClASS OR t.lEDi,\N SIZE 01'" RtPRAP AND L.E:NGTH, WIDH, AND DEPT11 OF A?RON TO BE DESIGNED BY THE ENGINEER. 2. ilEFER TO THE CHARLOTTE MECKLE"SuRG STORfoj WATER DESIGN lAANUAL rOR RIPRAP APRON DESIGN STANDARDS 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON Ai'<D -,';,OUND THE E~lD OF THE PIPE OR CULvERT AT THE JISCHA~E ourLET AT A MAXIMUM SLOPE OF 2; 1 AND A HEIGHT NOT LESS THAN TWO THiRDS THE PIPE DIAMETER OR WLVERT HEIGHT. 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE Suo~ACE OF THE RECEIVING CHANNEL. TYE "'REA TO BE PAVED OR RIPRAPDED St-'ALL lJE UNDERCUT SO THAT THE INVERT OF THE APRON SHAll BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANfoEL. THE APRON SHALL HAVE A CUTOFF OR TOE WAlL AT THE DOWNSTREAM END. S. THE WIDTH OF THE END OF THE APRON SHAlL BE EaUAl TO THE BOTTOM WiJrH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECElVlNG CHANNEL S:1 5. ALL SUSGRAOE rOR STRUCTURE TO BE COMPACTED TO 95" OR GREATER. 7. Tf'E PLAC,NG OF FILL, EITHER L00SE OR COMPACTED IN THE RECEIVING CH~~NEL S~L NOT BE A~LOWED NAT'vRAL GRADE \ I \ ! ' ....-;- ~i' I~ - " NOTE: MINIMUlI H-2/3 PIPE DIAME1ER I I " ~ 4. 15 WASHED STONE LAYER OF FILTER FABRIC 8. NO BENDS OR CURVES IN THE HORIZONTAl AliGNMENT OF THE APRON WILL BE PERMITTED. RIP-RAP APRON AT PIP~ OUTLETS CMLDS # 20.23 ~ DISSIPATOR # 1 2 3 4 DISSIPA TOR CHART ~IA. PI~,EIDISCHARGE LENGTH WIDTH \ INCHES) (CFS) eFT) (FT) 36 50 16 1 9 36 53 10 7 30 27 10 12.5 36 66 24 27 14 I 10' MIN. '1 HEIGTH (FT) 1.5 3 6 6 DEPTH (IN) 18 24 24 24 CLASS RIP-RAP \I II 1 II ~ CREST OF DAM=735.00 o 3 OUlLET CREST -733.50 1 r::; 26-' ORIFlCE=730.00- 2-' ORIFlCE=-728.00 - _ NORMAL POa. / S'x5' PRE-CAST BOX MIN. WALL THICKNESS '"' 6- - INV. IN=724.00 W~-(1 ,. J . ~ .. - ~ w/'.///r f// EMBED BOX IN CONe. -.J / / .~:: . t:X /~ ,/"",/;?'$~ 1. ALL EMBANKMENTS SHALL BE SEEDED IMMEDIATElY UPON COMPLETlON. 2. POND TO BE USED AS TEMP. SEDIMENT BASIN, REMOVE SEDIMENT ?ERIODICALL Y, NO LESS THAN ONCE A MONTH. WHEN PERMINENT GROUND COVER IS ESTABUSHED, REMOVE ALl SEDIMENT AND SEED AND MULCH. NOTES: // / /\ ...:~~ 10' '--~--MIN:----: --" .,... ~ .~.'~ ~\ / , 3 :11-- i 2-25-' ORIFlCES=731.74 - :3 ~16 0RIF1CE-730.00- ~UTlET CR~T--l38:~O o 0 r-----....--~-----. _ NORI.IAJ.. POOl ~ / S'xs' PRE-CAST BOX MIN. WALL THICKNESS - 6- ..v. 1N-7 . . .. ....~ ~~ L', ,,/.... ./,~ , AY.: EMBED BOX IN CONC. NOTES: 1. ALL EMBANKMENTS SHALL BE SEEDED IMMEDIATElY UPON COMPLETlON. 2. POND TO BE USED AS TEMP. SEDIMENT BASIN, REMOVE SEDIMENT PERIOOICALl Y, NO LESS THAN ONCE A MONTH. WHEN PERMINENT GROUND COVER IS ESTABUSHED, REMOVE ALL SEDl).4ENT AND SEED AND MULCH. ~ / , , % ~ ~ :-; & B~Ra PIPE 0 1.OX WIN. I nf\J~IT1lnINAI s~c liON & ~ NOT TO SCALE WAlNlENANCE STANDARDS FOR E:XlENOED DE1DIllON AND WET P<>>lOS OperatIon and lAalntenance 1. Routine mclntenance Ie 'iltal to the P"'l*' operation of the wt d<<8ntlon bo8In (Schu.... 1887, pp. 4.13-4.17; l.Ior}Iand DNR, 1tee). No two ~ en the .me. but rtWY panel .. rwqulre malnUnanc:e at _ 1M*It. and their malnbnance need8 .. ~ with the eIzIe, tp of watenhed. IocotIan, .to. SedIment to be remCMld when ~ of fonbay 'lIOIume .. flied and/or when 20lC of the ~t pool volume Ie fthd (.... ator1Jge \olllIurne muat occcurtt far 'lIOIume !oat to ednent atorcIge). Seclrnent trape Ihall be c:IeanecI out when flIecL No woody ~ Ihall be allowed to ~ on the ~ without IIpeOIoI .... proIIIeIonL Oth.. wgetQtIon IhaII be cut .... It IIllCMdlt 11!1' ~ height una- part of pI_ed IondKJapIng. Debrt. Ihall be remCMld from bloddn9 Inlet and outlet structurw and from ~ of potential ~ The control IhaII be kept etructurally IlOUIld, ".. from --'on. and func:tIonIng CIII ct.IQned. Pw10cIIc nrnovd of deocI W90>h.tlon IhalI be CIC:ClII'IIpI'-ed. No at~ water Ie Glowed wItt*l ...,ded deIWltlon pond unI_ ~ f8 Ie .-ctecl. Ala annual inspection Ia rwquIred. rwports to be apt by own... The .. IhouId be ~1PlICtecl and dIbrI8 remCMId afta" ewry majDr atarm. M Ipec:IaI call.... otlon maintenance ~ru. .. be IIeted In the credit application. NpeotIone 1. Ncrln CaroIlno'. etormwert.. ruI_ require annual 1MpectIon. by the regulating ogency of wet deIWltion ~ CIII a nmImum. loIore trequ...t IMpectIone by the land own... or pond operator ere etrangly encouraved to ~ the proper ~ of 0 wet dat...tJan pond. Local ~enU con NQU1re mere hquent 1MpectIon.. and all lacaI coda IhoukI be --"*L 2. The 0M.I0n of Enlllronmental Wclno~t and ~ IooaI gcMrIlIMI'Ita h~ dewloped InapectIon Iheeta that _ CIII c:tIecIdlate far In8pec:tor8. At a mlMnum. an IrIlpUUlIII IhouIcI ~ ...... of the faIowln9: obetruetIan of the Inlet CIMI ouW cIrAca by troIh eN debrle. ~ eroeIon or MlImentotlon In <<' around the boIIn. cracldnt or ~1I of the dam. cIatericntIon of InI.t <<' outIat pip... concItIan of the ~y "'way. 8tabItty of Ilde II opee, up and ~_ chcInneI CCIrIdItIonlr, and woody ~ In <<' an the clam. 3. AIa.ample InIpectIon IheIIt foIIon: 7 Co REV. S~- REV. POND P NT. SECTION SECTICtl 15 DESCRiPilON REVISIONS - ~ 2. Adequate fundho Ie _ of the moet Important factore In a eucce.ful operation and molnUnance proorcm (War)bId DNR. 1 tee). 3. Deelgnatlon of a ~ ~...) Ie Important to __ P"'l*' InlpKtIon and malrttMaI-. 4. Eat1mated annual operation and ndltenance (0Mt) coMa far wt deUntlon bCIIIN of !!IX of -wctIon c:oata .... found In a ~ conducted by the Stat8 of War)tancI on their wet detention balM (War)tancI DNR. 1 tee, Pa.37). In oddltIon the NUPR atudy ~ WU...... DC eatIrrial.d 'OIIM c:oata to be !!IX of -.tructIon 0CIIItII (Yoob..,..Mtan WaehInoton coo. 1983. 0lcIp'" 3). 5. A atucly of a.tor)Dd bcIlIIM found 1tMIt" In oeneraI. people had mere '-'able Impl...... of .. datWltIon baeIn.. .... ... IIwIy 1D throw Iftt8r In them, and .... men I"'y to c:Iean and perform routine -*,t_ on th-. balIIn. when they .... pr"O\Ilded a prominent poeItIon In the dewlapment (War)6and DNR. 1tee). 6. A permonent _ent muat be provided to ~ ~ accea for maln~ Cere IhouId be taIcen to -.cure 011 approprtate IeoaI ~enta far the ~ 7. A benchmortt far eecMment /WTIO'llaI Ihould be eatobIlIhed to aawre CIdequat. atoraoe far wert.. ~ and I\ood control 1UncUon.. a. The malntenonoe ...... of ony partIc:uIar .. panel ere highly ct.p endent an the cancItIon of the wat.whed that contrbd.. ~ to the pond. IotaIntenance Ihould a1W0)8 Include rnlnlmlzln9 eroeIon pnlbIeme and poIutont ecport tco the pond from the contrllutlnt wat.nhed. t. A;afn, one muM rwnMlbel that wh.. gINI'IlII ",,*,~KII'lCe ta.Ica ere IcIentlfled hent, octuaI nMde .. ~ hm .. to IIIt& In general. plane muat IndIcat8 what operation and maintenance oc:tIone en needed , what crIterla .. be UNCI to determine when th-. actIone are neunary. and who .. 1W8pOI'" far thwe actIon& Examplee of ~ that Ihould be Induded on an Operatfon and .....b.._ plan InaIucIe. but ere not IIrnbd to the following: a. Debrt. CIIId II\tar control cIIecb far Inlet, outIIIt CIIId orIftae obatructJaIl afW .-y IItarm pr'Oducfnt runoff. b. ~ far routlne ~tIon lIICII'lGlIefIIt/mowIng and a eciIecIuIe far th-. actMtIe& c. ChecIca.-y 8 monthe, or mere hquentt~ tar. 1. .....,.t bulO.lp and the need far rwnCMII, 2. 8nIIIan ~ the bank CIIId the need far rweedlno or ~tI... and, It M"ool_~ a r.-IIng ~ 3. eraeIon at the Inlet and outIat and metiIode of atabIImtIon. 4. .... tIInIugII the <*no and 5. aperatIan of any __ <<' medlanlcd ......_..n& d. ~.... and notartDd by the .-..poI1IIIbIe party to perfann the toIb IpeCIfIed In the pion. InclIucIkl9 lMpec.tJone, openrtIon. and any needed maIn~ acthftIe& A,.,,197 H .~,,,.~,,,-.,.... P<>>lD lAAlNTENANCE REClUIREMENTS .A!.-b';t~,qZ!- ;:.' Pro jec:t Nome: C- r!- 0 ? ';; ! . 'I Cr Project Number: ~eIlIe PortY.N..~'Iit l <- e ~~~;51~one Number. 7,. 34 . 1" ~ rl7.~ ---L .I?J~~!B_'*o wrr~ ~oo {.HArzt..-o f! tvc. ~Zc4 I, Inepect monthly. or aft..- .-y run~produ~ ralnfal _to ~ corn. f1ret 0) Remow debrle from the troIh radc. b) Oledc and d_ the orifice of any obetructlon.. If 0 pump Ia u.ed CIII the drawdown rnedlonlem, chec:Ic far pump op<<atIon. c) Oledc the pond ... Ilopee; rem_ traIh, rep<W eroded ~ befwe the n.t rainfall _to ~~ - CREST OF DAM= 736.00 ~"J -------------~ ~ /,./ '~ ",.-4-- __.-.. / ~ L~ ( \ a) Inepect the c:ollec:tIon .~~ (La.. catdI bo8Ine. \. NOTE: FOR EMf;:RGENCY CRAWDOWN OF POND A , ~~~.=n far~~~~tt: and chec:i PUMP SHAlL BE RENTED CAPABLE OF \ Plp/nll far obatructlons. : DRAWDOWN IN 24 HRS \ . d) If the panel Ie operated with 0 ~ated fltar, c:I\ed( the fItar far 8edIment accumulation. eroeIon and proper operation of the tIow .--- meahanIem. Repor" ~ b) 0lec:Ic pond Inlet plpa for undercuttln9, l"lIPloce rlprap, and I'ef)GIr braIcen P..... c) Reeeed or-ed 8MIIelI. Indudlng the -..oetated fit.. It oppIIcable, twice 0 )'lIOI' .. n->-. Repair eroded ~ 1nvnecIateIy. III. EYrJ 8 monthe 0) R8IT>O'4 aca.muIated Md1rn.,t frcm the bottom of the outlet atruc:tur& b) 0lec:Ic the pond depth at -;ar1oue poInta In the ponel. If depth Ie ,.,ced to ~ of orlglnal daion depth, Mdlment wi! be rerIIO'tI8d to at Ieoat 0rlglnai deeIon depth. IV. General 1.1_ the ... IIopee. not 1ncIud1n1l normally eubmeroed ~ 1heIf. ~ to the -. t.laxmum l7088 heloht .. be 8.. CattaIe. and ottw ~ watIond planta, en enc:auraged ~ the panel perfmater; h_, they muet be rerIIO'tI8d when they _ the entire eurfaoe _ of the pond. The orIIIoe .. deeIoned to draw down the pond In 2-5 do)l& If cIrawdowft Ie not occompllIhed In that time. the 8)Wt8m may be dogged. The -.w of the cIoggIno mwt be fQund and .aminated. M CQ'YlpOlNlftta of the deUntlon pond 8)Wtarn mu8t be lalpt In gaocI wortdn9 order. v. SpeaIaI Requlrwnentli PROJECT loIANAGER FSC OSN/DRN BY GSG,PDW APPRQ'vED BY FSC FILE NAlolE 9726210.DWG DRAWING SCALE AS SHOWN PRO.ECT DATE JAN-97 PROJECT NUMBER 97262.10 PLOT DATE . ., Engineers Planners Surveyors --- .'--... 1,"2"..c.fC. C.-/Ii(t ,heAby odcnowledge thot I an the f1nanclolly reeponelble party far maintenance of th.. detention pond. I" perform the malntenance .. outl1nee \ CIllo.,., 011 part of the CertIficate of ComplIance with " s~ nteeNed for thle projllc:t. "'S910tur8: . (~/I Dote 7/7/" -"..... OWNER --......... ; I /" ~'- ----.........----"-.------.__.._--............../ .. 011"" y l.. lo.. " a Notcry Public far the State of County of ~~ ' do hereby certify ~ . PIPE penonaIlyoppecJr*l befwe me thle e~ day of.~~ D . 'Wf1 and acIcnowIedge the due execution of th ~' In-r\enl. ~my hand and ofllclol ~'f\..,_~ ~~ ;:~ u --, ~ .l ~ SEAL Q..,.. ,I 30 . . OT,.AA - ., a) Wy commleelon IDlpIree '1- /I ~ z,fO : ~ -T~ I : - \ 0 \ .<:auS\.\CI _~ ~j \ 'l'd\ ... ", 'I ~j ". ,.O......_.~.tI" ""'~ 'IV CO~'~ I".',',..I....'~~ , ... i::~~ I 2-G' ~ //~I~ // ./ i.o/\ I ~ / ..: I 17 :-.'1 ~..: \ hV ! ~ I 0' K ')" _ u:J_ _ _ 1~_J il-~ ..-3. <p [JUIICS 5- l8lM F1.OI UIE r G"-.-:1.' ....., ----I----j '" ~i-~ '- 2-N1 B.J ELEVATION . 'f' ;.. 2-yl . ,. FlU FA([ I-yl sa. FAa , ':" o , 'f' ;.. I t I t llW 2" 2- ZiTl 9 ~ 2' -6" S'-O~ . 'f' ,. .~" 111"1- 15 ~ ' I: . I I lr:.;'~---' , ..,r:'1... "I ~ ~ii <\~\ \ 9" :JIll Ii r \\ ~ \ '0- ::", ~ ~~" ~ '" J'.;" I 3' -r ~ u> .... 5 SPA. . g- 'y- PLAN "N" WS TCP ~ BOTT()t SECTION-SB ~ r- r I TCP ~ BOTT()t 5 SPI.' g" "r 8.US IN TCP ~ OOTT ()l 'f-r'f /-- ..../ / \<~ \.': ',- NO. DIHE "EYISIONS DESCRIPTIO" ~-~ SEE sro. 'P...S f III GEJEllAl NOTES. I" llW 'i HI3 G'. 7" ~ It2 ....11" Hl 2' .10" "H'':'BARS 2" 1 r 10" SECTION-AA ~ . ~ . t"'t - ~ 5 SPI. . go. 3-y2. 2-y3. r- FIll Faa: ~ 2-"'. 2.~S 'f SPI . I' -6" z.yZ. I- sa. Faa: ~ 1-~3. . I-'lf. I-~S :'''i . ~ . C>.- "'~ ,z... """, ::r:: .. . . . ~ B\- ::r:: ,,~ rt~ yZ vl tt2 ~(f yS HI "2" ~ ... ~ ... I ..... ..... i;;; , I ~ '" I .. t , ~ ~ r1.4 --- -'--- S'1l1 I--- ~-~ - 8 SPI. . g" i-- WING ELEVATION STANDARD REINFORCED CONCRETE ENDWALL FOR SINGLE 72 .. PIPE gooSKEW STRT~TJlfnINORTH CRROLINA o (V 615.lt'nSf =I~~RYS I ~ L- --1 1 !:I ~ ~r .... ~[~C~~ ----' I .t ' '.~ - r -I ~ " \ ; Xi ~ II 0 i:1 .-1l~\. ....'Y) -L - ----- -------- T ~ .~ v.taE J(j 1T: ...,....... SECTION .w -~.A E .......-: r/ G-""""';: If .\ f-o-} i\.'-. ~J q J .. ~.." .- ~ S1D~ ElEVA.llON ~ERE 42" TO 54" PIPE IS USED. SECTION 1.1-1.1 ~ ~t= E . ~ tl 0 ADM I I a: O! h- ~ ~ ! ~L = -,- 1 ~ ~ ~B t I I = = .....EI..AtL O-JJ ~ A Ii x~ , llCI t --;- c- ~ _ -_ 0 A U~ ~OUn.ET I -1 Ii ,I llCI y I , y ) I T . ,8-- L o I lD1 o r Ui -x ....aAtL SECTION Y Y CA TCt:LJ3ASlN NOT TO SCALE USE ON FlAT GRADES ~ ANO UNOER s. . ~a-..I ~ o , 0 ; 3~-i~ s # DEPRESSED GUTTER UNE ElEVATION NORWAL OJRB AND GUTIER ON UGHT GRADES 'wlEW 'tIIHEH 8"1l S- CURB IS USED IN Pl.Aa: rF HOOD E , , <0 '_1- '1 \~. --T 'l-18 BARS oW" f4 BARS 'V ECAJALL Y SPACED 3~-; : --j 6' ~S-----, -, .-1.5. r I I; T~~ I I !I 10-< ,R R C1151 ~II I I ill'i I!>- I,. I' Iii l:cl : ':' . LJJjil l' cr t, ; \oJ ~~ I E I PlAN Of TOP SlAB , III ~ j r' T' , J i, 14 BARS -V' , 14 BARS 'U-J SECTION R-R - I , II 3.-'1 .i I. f: ~I ...... BARS -U. ---< r--3- I!:': I' , .-t . , , .. '"~ T I~ F SECTION S-S GENERAl NOTES: - loIORTAR JOINTS 1/2". l/S" THiCK. - ClASS "13" CONCRETE TO BE USED. - THE POUR1NG Of" FLOOR SlAB TO BE ACCOMPLISHED BY FOR'-4ING - DEDUCT F:>R PIPE OR PI"'E, rROM ~OTAl CU. YDS. OF BRICK FOR'-4ING - "'LL CATCH BASINS OVER 3"-6. IN JEPTH SHAlL BE IN ACCORDANCE: 'MTH sm. 5W.66. - USE "N!>( "E", "F"". '" "G' GRA";E u..u:ss OlltElblSE ItOCA TED.. - .a-.o ~ ..... lIE PEJMJ1EI). ~TE lIIlG at ~ ~ ~l~ lIUlClCS ...., 8[ USED .. lJEIJ OF ClAY BRICK. - IF REINf"ORCEl) CONCRETE PIPE IS SET IN B...SE SlAlI ~ BOX. ...00 TO BASE ...s SHOlIlN C1<I ST4NDARO 840.00. - FOR 8'-0" IN HEIGHT OR LESS USE e" WAll. OVER 8'-0" IN HEIGHT USE 12" WAll. TO 6'-0" rROIA TOP OF WALL. AND 8' WAlL FOR THE RElIAINlNG 6'-0.. aUANTlTlES TO BE ADo\JSTED ACCORDiNGlY. -f[~ Is. E: B ~ 10- li~((+ , , SECTION X X -- H> 5' 5' I \11'~~:1 ./1......... \,~~i ___,/" 5' ...E1AIL CURB AND GUTIER W1H CATCH BASIN ON STEEP GRADES NORtoIAl GUTlER UNE\ ~ USE ON GRADES ~ t?d ~, '" AND F" I . I 5 "'-oEPRESSEo ~ YO- MAX GUTTER UNE EL."VATION NORWAL 0JR8 AND GUT1"ER ON STEEP GRADES MIN. ~1'-4ENS1ONS AND OUAN"TIES ,OR BRICK CATCH BASIN f)IM N<:'''''' N" ", .>If) PIP, COVER REINFORCING CUBIC Y AR~S OF SPAN 'M~TH 'MOTH SPAN HEIGHT ..,EIGHT OI'-4ENSION 3ARS-U BARS V 3f\RS-W TOTAL CONCRETE IN BOX A 9 C G I. -:-YT c' , ". . '~N~fl.I~O. I 'NG7\1 '''~- TO;> SLAa FL TOT ,3 C 2 -4 .... 1 2~ 2 '0 3 4 3 -2 -R. 3 -4 ~. 10 VA'll 1 1 4 4 4 1 5 A'" , -4 4 4 4 7. 0 IT-I\. 4 1 _0' I -Ij IS-S. 4 '.-!=i" 3 3 3" 5 4 3' 0 3 4 1 4 4 , 3 3 4 I~' , 5 3 3 4 1 4 1 , 3 3 3 3 J' 3" 45 49 ,.. 4 43 O.i47 0.187 '.us .173 0.211 3 -0 2 2 4 5 : " S' 7 4 -~ 0 5 -.4 FRAME. &: GRATE NOT TO SCALE RELEASED FOR 1.~.~;-EJi.:AJ.~ /l ,.,,~~, /tr"j/ ' /11,/::'< ..,.........c./.~:f"..~ \ l,~ , .'. ,,/". ~'1 ~ ~ .., . ,. .~. -.. ~ ::~ ",....,.~ :: . '.: . " .. '- t ~ DAlE 1924 CLEVELAND AVENUE CHARLOTTE, N.C. 28203 (704) 334-5348 WK DICKSON Atlanta, GA Columbia, SC ----------- APPROVALS Asheville, NC Hicyory, NC Raleigh, NC BIDDING CONSTRUCTION RECORD DWG. . - " -~. (". . (J... .. \..)' ~ ..~ #~. '.(~..IICI ~t\.,~..-:,tr" ...:"4 . ((~t-'l1"~' l~41 \J . U BRICK lolASONR'( 1 CY / !ADD Te OCOUCl1ONS HI FT.HT. FT. HT. FOR ONE PIPE 'R FT.HT c.'-4. H. 1 . 48 0.321 0.321 D.O' g~ 10.,,32 ABOVE lIlN 011 " 1 " . 74 0 415 D. i7, f) 4' n 448 Q< 0.9"0 1.070 1 1.205 1.565 1.Rll 2.147 .511 I 0.0442 0.065 0.0784 .11 0.'224 0.1 0 O. 400 0.31 1 .4 0.3.S8 . J 0.321 "'2 0.321 0.321 0.378 O. 08 C.4OJ o. 08 .391 O. 17 ~.~ .'7 0.440 O. 17 J--f+ o ,z , . .... .... J.._,-[n" "N~BARS Zl $" 0"~5f Z2 3'.S" 1 Z1 2' -'O"lS- J .. Z'!" BARS r illU rF liIlT-D..II ~ III ~.1I1 ~ ,"". STffL I;>IF{ BAll SIZE W<<;Tlt 1<<). IT. 8' -.. 5'-S" It IS .sZ _<4 "" S" 'f IZ 1;1 '1 g'. 11" 2 '10 HI... 7" 2" 10 'l3 H2 ... S' - 6- 2 1 H3 ... 3' - S-.. 9 ~I 'S 3',11" 1'4 ~1 Pt2 ~.. 3'.S' 5 15 TI ... 1"'-5" 5 sa N '.. 5'. g" 5 21 rS ... 2' - G" '10 &1 .,1 ... 7" 3" Ii 29 .,2 ... S' -10- 10 1'1 '#3 '" S'. 0" 5 20 ~... ~'_I" Ii IG ,#5 ... 3' - 2" 5 13 ZI -S ~'.8" I) "Z Z2 ,S 'f'. a" Ii 2S Z3 ... 3"~" ~ "11 oEI"". STEEL LaS. >< SSS .~ Ir II cu. YflS. 7.S CCK./QC. cu. TOS 7.1 [STD.NO. ~EV. r 83 s. 39 I R/W I I I I j . 70' ~.~4L.. ~J"-,~ 1 2-I....CH 3iTUMINOUS CONCRETE BINDER COuRSE "."DE H. 'S TO 3E "'~ACEJ IMME"'A TEL Y =Oc~oWi"'G ?RE"ARA TiON OF A 3e.. "'cANT MIX TO ~[ET ',CDOT SPECIFICA TIO'<S. 2 2~,',CH BITUM'NOUS SURF ACE COURSE, ~Y"'E 1-1 S TO 2'< PLACED ;.OLL::l'M,.,G 31NDER COu"SE. J. DE~'E:LO"ER MAY St.-3MIT A~ ALTERNATE PAVEMENT SCHEDULE. ALL ?ERTlNENT INFORMATION MAY BE SU3MI~~ED. TO THE APPROPRtA,TE CITY/C00NTY C::-'GiNEE'<'NG DEPT. 4. ~ORJF;cICE DEvO:LOPMENT, 1-2 SHALL BE JS::D IN UEU OF 1-1. 5. -"E ::;i>.JWN (TR';.~S\l::RSC: SLO?E) ,Oi>. '"E ,Y?ICAL SE::;"ON ON THIS STREET IS 3/3" ?ER FJOT. .... .... '.~_._,...- ........,.~ 130' -~- C EL:.vAT:O>1 O."ERENCES i 9E T"'Nf"EN ""OP OF CURB AND F~ISH GRAOE A r ell ro nNI5ri GR"DE OF FOR STONE 8A.SE ;:OCR HB _.SUBCR"-O!: -'2' -7' 3ASE ::c:>l.i~SE - z. - 2- BINDER :OUR'$[ -0. -0. .~:-~,.. ,~~~..:~......~_.__.,... -;. 60' 1 '7".'~" RIW -1 - -".' .""",- --..-. .. , ... I' o 3- l~ CfC-h:; )- -r- IlJ ) '1) ~;:tl c- '1- '"\ '> ~ -- ~ j({" f I --- ---I~~ 1) ~ I ' ?: ~};c L---------L________ ~'1 I; > ~~ ~ /~ ~ ~ ) PLAN I(tl Jlll1 'J {f) C ~ I I . :-:-". V"'"'IES- St:E ;> .AN r: VARIES-SEt: PL"'N -il VARIES-SEE PLAN I, VA,'<IES-SEE PLAN I -_i ~~ ~ I I ' ' , "'-S" , VARiES-SEE PLAN JARIES-SEE ?L~N 2' 5. , . , I - I I -- , '.-------..2...~. p;::,< FT-- I '~ I ~ 1/4. PER FT /T--------~~~\~~~'Z~~~~ r' 1-0" Y -,:.' P ""u,n' " " I ~ ~. 2.BITUMINOUS CONCRETE SURFACE COURSE. TYPE 1-1 - 6"~ITUMINOUS CONCRETE BINDER COURSt:. TYPE H'SINDER 7" r.OI.lPACTED AGGREGATE BASE COURSE !2'-S" CUR8 AND GU1;TER ':\ 4. CONCRETE SIDEWALK ~ )fI liB 1 lilT [~Hl la" _r-~'_"In 0 Q. C. TYPI("AI S~L III .cLB.C1.lh..t'_t(~NTIAL RO.An I VA?!ES .1 SlE PLAN I /" - T 'lATCH E~~I .. 1 ~ ?cR F. ~7~,~ ~ "'""EMeNT SCHEClJLE ~ .9 ~- .12'BI71.JMII<;OUS CONCRETE SUR'ACE C:OURSE, TYPE 1-2 2'BI TUM:'OUS CONCRETE SINJ'::R COu"SE. T!'P[ H C 10" ~O~..PACITJ AGCRE~"'TE :3ASc COLJqSE OR 5 3,TlIAINOUS CO'<CRETE BASE :OURSE, TYPE HB G!2'-Soo CUR9 &: GliTTER ;J) 4' WE)E--2.TYIC~ AS?HAL T Sc-OuLJlR ---- :.X ST!N:;,;J..\\.,~MU>iT R/W I I YPICAI s~c liON tl IIYII -. ~ ITS j,r ;.1 Fill FACE 2" :..., . 6t,YI ~ 9" " " . 2 'f> ~ . g~ ... "Y" , I' -6" '" ,.- T 8-i-.', ~i-:":: ;~ ~ ~-;, r .t":-: . tf ..T'~. :.. L '. G'"T" I ~~. ~ 5" +-l j b;' -l !-a" ~ 3' -0" I - ,.~.\Cr< OF CURB i--X \ Y ~~~~-::~,~-~::;;J \\.f 2' y t h I. I. ~-c_~ -:;-~-r--~~'1T~-~= t , .4--r A - " 1-+ A -;rc:: I, ~ft-~~.lli! en .-[1 -. (j..J ~U 'L _+.~_~ ~:~-t---~-f~ .cc~ ~~r=--'""'rrrL-~~-==~~=:=-P~~~_J L-.~ FROt.t ~ i D5-1 D5-2 DS-3 05-4 f.L.Ati 'c..r---- n ~-.- -.--, ~L. ____, .1:.j.~.. ._ r ""'ri ; :fF==----,. ~'J.---~. . Ay----...~...' .~" I . 11-" "' L ..---,~, -Ij !-'- ._~~ ~--~~ D5-6 D5-7 D5-8 OS-9 D5-10 DS-11 OS 12 DS-13 DS 25 OS-17 '" SECll0N X-X ~ ~~ ,. ALL WORK DONE ON EXISTING NCGOT MAIN T AI NED STREETS SH~LL REQUIRE NCOOT ENCROACHMENT/ACCESS A?"UeA TlON, SUBUITTED TO THE aT!' /COUNT!' ENGINEER. 2. BITUMINOUS CONCRETE BASE COURSE, T'lPE HB. SHAll BE JSED IN 'MOENING STRIPS LESS THAN FIVE(S) FEET IN WIDTH. N. T.S. to XIS liNG N .;uu I CnAn<: TO STORMWA TER COLLECll0N SYSTEM SUMMARY OF PIPES D1At.1E1ER LENGlli (INOiES) (FEET) DS-2 DS-3 05-4 OS-5 DS-7 DS-9 OS-9 OS-11 OS-11 OS-17 OS 13 DS-2: OS-17 OS-18 '", ," _.__~ .. i . i----t- i i ~i'.- - '--.'-- "-,-J . ~-- ~.::T=- , 15\ OS 19 DS 22 5l OS 23 OS 24 a- I t 8" q: :;. I ~Ef t '", . :C---W ~ 0<39 R: .. - ,.~ 1-:" - rr~~~~~2.11 ~ , . ." .. ..., . ,.t.! ._---1 OS-14 OS-15 OS 16 OS 30 OS 21 OS 26 OS 28 J / '->~~~'\~~~i~>.~'-'<" L 36"RCP BARREL PiPE 0 0.5% MIN. CONCRETI.: ANCHOR 2'x1 Ox1 O' 6"STONE BASE WI COMPACTED SUBGRADE .. '. SECllON Y-Y i---o:M;:;:'-3GNS OF BOX A>1D ?,;J~j (PI~-;;:~1Dn1 iH;:'GHTI-;-'~ i D A i 3 IMiN 0111 LE~.~.-H 15" 13'-O"! 2'-4. i 2'-6' 12._.B-;;- 118.13'-o.:~2'-4.12.-1O.12._..J. ,24"13'-0..; 2'-4'!J'-4"12'-J GENERAL NOTES: 1. TWO 4", ~', 3/8" ANGLE :'<0',5 MAY BE SUBSTlTUTD FOR TrlE Wl0d9 BEAM 2. ALL CONCRETE TO BE 3600 P.S.OOMPRESSiVE STRE',GTH. 3. MORTAR JO'N rs SHOULD BE Bt" HE-EN 3/8" TO 5/8" THICK. 4. ALL CATCH BASINS OVER 3' -6. ~, DEPTrl TO BE PR.JVlDED 'M TH ')~ TAL STEPS ON l' - 2" Ct:N TERS. STEPS SI--< '\~L BE IN ACCORDANC:: 'M TH STD. 20.12. 5. OONCRE IT 3;;>ICt< MAYBE USE) ,'< LIEU Of" HMW COMfAON ClAY 3RICK. JUM30 BRiCK WILL BE PERfAITT':O. 6. FOR 8'-0. IN HEIGHT OR LESS 'oSE 8" WALL, OVER ,3'-0" IN HEIGHT"St: 12" 'HALL TO 5'-0" FROM TOP OF "'''-L. AND 9- WALL FOR T11E REMAiNING 6'-0". 7. FOR FRAt.4E AND GRA TE DETAIL SEE STANDARD 20.02. 8. ALL PIPE iN STORM DRAIN STRU:: CURE SHALL BE STRUCK EVEN W> TH i'1E iNSIDE WAll., GROUTED AND 3RJSHED SMOOTH. ;l. WEEP HOLt:(S) SHALL BE PLACECJN BACK WALL A STONE DRA,N C::'.,SISTIi'oG OF 1 (ON::) CUBIC FOOT OF NUM3ER 78M STONE CO'HAINED IN A 3AG OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP rJLE. 10, REFER TO 10.29 FOR PLACEMENT AT INTERSECTlONS. 11. SEE STANDARD NUMBER 10.29A AND B FOR PLACEMENT OF CA-CH 3ASIN. ~k'1( ~K nnllRI ~ CATCH BA~ 15" THRU 24" r'1t-'t. NOT TO SCALE NOlES: 1. CB IS CHARLOTTE!MECKLENBURG LAND DEVELOPMENT STANDARDS (Ct.4LDS) 20.01, 20.02 2. DBL-CB IS CHARLOTTE!MECKLENBURG LAND DEVELOPt.4ENT STANDARDS (Ct.4LDS) 20. 03.20. 04A. 3. ..8 IS PRE-CAST STRUClURE(ilNDALl G-SERlES)OR APPROVED EQUAL WITH CAST IRON RING AND COVER 4. FES IS REINFORCED CONCRETE FLARED END SECilON. 5. ALL DRAINAGE STRUClURES TO HA ~ INLET PROTECTlON FOR EROSION CONTROL 6. ALL CONSTRUCTlON TO CONFORM TO CMLD SfANDARD5. 7. ADJUST RIM ELEVATlONS OF DRAINAGE STRUClURES AS REQ'O IF fiElD CONDITlON HANGE. CONTRACTOR TO COORIDINA lE WITH ENGINEER. & a SET GRAlE AT fiNISH GRADE ELEVATlON %. 9. PROPOSED STRUClURES ON ALBERWARlE ROAD SHALL BE SET TO PROPOSED fiNISHED GRADES VERIfiED IN FlaD. 10. HW IS NCOOT RElNF. CONCRETE HEADWALl . ~11. 8'1" PIPES SHALL BE CMP , FULLY B1lUMlNOUS COATED WITH CONCRETE POURED INVERT WIN. GAGE 14. AlL OTHER PIPES TO RCP CLASS 11/ . 12....H IS BLOCK IiIH 1S-THRU 36- PIPE (CMLDS) 20.09 CIRCUMFERENTIAL ROAD SUBDIVISION/INFRASTRUCTURE PLANS ALBERMARLE CROSSING CHARLOTTE. NORTH CAROUNA --~- OS-15 OS-16 os 30 os 31 OS 20 DS 27 OS 29 48 48 84 84 56 404 230 24 DISCHARGE SLOPE INV.El.EV. INV.Ell.-V. J~}",,-_ _.~~ f".~"~~_..-"-'~-. 206 J.75 206 1.75 429,00' -0:50 429.JO 0.50 2.8 5.6 2.3 10.2 4.1 23.0 28.5 28.5 28.5 62.6 275 275 6.6 so. 0 SO.O SO.O 60 224 1.0 0.7 0.7 0.83 0.5 0.66 0.5 0.5 4.45 0.81 0.50 o.so . 0.5 0.5 0.5 0.5 1.0 0.6 1.0 737.16 735.98 '."'72'8:2"1~' 727.07 732.89 731.97 731.00 730.37 728.45 727.94 734.06 732.93 732.62 730.00 725.65 724.00 732.24 731.54 729.90 728.25 736.32 724.00 726.00 736.18 728_ 91 . 727.07~ 726.95 732.17 730.57 730.57 728.72 728.14 727.06 732.93 732.62 730.22 728.00 725.32 723.~ 731.54 729.90 728.25 726.00 736.24 723.75 725.36 smuCTURE IDENTIFIER STORM WATER COLLEC1l0N SYSTEM SUMMARY (;~ S'rRUCTURES C,1- STATION IL OS-1 OS-2 OS-3 OS-4 OS-5 OS-6 OS-7 OS-8 OS-9 OS-10 OS-11 OS-12 05-13 OS-14 OS-15 OS-16 OS-17 OS-18 OS-19 OS- 20 OS-21 1\ OS -22 i\ DS .23 i\ U;) 'L'" OS 25 OS 26 DS 27 OS 28 OS 29 OS 30 OS 31 15 15 15 18 15 24 30 30 30 36 72 200 62 198 62 134 226 62 54 248 REFERENCE ..... ~A'D()N._.... ( :F741.00 ::t:74S:06 ."" ::t:739.00 ::t:74() ()() 726. 95 73 6 . 80 737. 12 734.47 734. 69 732.77 733.08 738.00 734.00 737.00 737.60 738.00 735.50 725.12 725.65 SEE NOTE 8 SEE NOTE 8 725.32 724.00 72~4B 738.00 7?4.00 72~. 7Q 7?P. nn 7?~.~.~ "7 A.":t nn 7?Ft.00 RatARl(S RIM RIM RIM RIM INV. GRT. GRT. GRT. GRT. GRT. GRT. RIM RIM GRT. GRT. INV. GRT. INV. INV. RIM GRT. INV. INV. INV. GRT. INV. INV~. INV. (NV. RIM INV. STORM DRAINAGE AND MISCELLANEOUS SITE DETAILS & ~ & & ~ ~ & & 84 84 66 119 L -~ '-'-Jlnnd .., n"... _UNl:i11l u.w:! AI ~~L Ilu,,, ~ NOT TO SCAlE . LOR: CONCRElE ANCHOR 2'x1Ox10' 6-STONE BASE wI COMPACTED SUBGRADE 15 36 36 36 15 36 54 140 328 330 450 8 42 64 SlRUCTURE TYPE J8 J8 JB JB . 84HW CB CB OBL-CB OBL-CB OBL-CB OBL -CB MH MH CB CB CB CB 36-FES 84.-iW MH CB 84"HW 8i(',-iW 84wHW CB OUTLET 3S-FES OUTI...ET 54 ~FES MH 36-FES 2+00 2+00 4+00 4+00 6+C2 6+02 ') 11 L1 L1 & & 13~ 12 13 /. ." <:' ~ SUBDIVISION/INFR< STRUCTURE PLANS lOR LIST OF DRAWINGS SHEET NO. DESCRIPTION 1. COVER SHEET 2. SITE PLAN .I 3. ROADWAY PLAN & PROAlE 4. INITIAL CLEARING, DRAINAGE AND EROSION CONTROL MASS GRADING. DRAINAGE AND EROSION CONTROL 5. 6. SITE DETAILS ." '\ . ~. , "" ,~j", 7 SITE DETAILS .;\ "f 4; ." DKVKLOPm H: ALBERMARLE CROSSING ASSC)1tIATIS 320 S. TRYON STREET CHARLOTTE, NC 28208 (704) 376-0363 .f { ~ \\.....r . , I , , I , , , , , I I I I , , , , , ./. , , , t I , , \ I , I , , , , I I \ , \ \ I , I I "It ~ t , , I I , I I , I I '+,).. ~ . \' C.,IRCU I:NTIAL ROAD I ( ~~" CHARLOTTE, NOIITII CAROLINA JANUARY, 1997 l!: ! I .1 " I I II ~ I , I I I I I I I I I I I I , I I I I I I I I I r- - _ _ _ _ _ _ _ JIS SET8AC" / ---- / ( I 1 I / I I I J 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 "'1 I , I _ __ __-L--~ __.->--- -1__---1--- ___1 l I I I I I I I I J I I : I I" I I I I I I I I I I I I I I I I I L______~~__________~----I I I L_~~~_________________________________________________------------------- ! ~---------------------~~----------------------------------------------- it "~ -------:~-J r-r- ROAD f "1<- - ""'_ I ? -'-'''''l - .J '-':-_.I /\ I , \ f, \ " \ ..... "- PARCEL 1 TRACT A "''''... ~ /~~ ~' I I /' 1/ I I L-- \ \ \ \ ~\ ~ , , / , v' / \ , , , I _ _~E_ ~ OUTPARCE~ ;-l I I ~t- ....., ~- .. ~~ I I S 071 rj:~E7' 11118,40' I I ~ ill I I I ) ~ l------~~..'l...AClL_ , """ , ~~;... ' PARCEL 2 ---- ,/r-j':::- --- ,,/: I "', ----~~---i ~---\ .... .... .... .... .... .... .... .... ..... ~ "" .........." ~....<t- " .... _ :.t>~... ...... ---~-I~-~ '~~ , 1 t-j,?"" --- ....~~~, ' r ')t,: I, .........~, .... --- '~~ , " I /7 ........~ ~ -t-!'Oo" ...... I- _ - -.f- 'L -1,/ I ~~- '<'<, ' -~TOI\Il~T 1:: --- '...... ......, ..... I - - - - - owiiiIr~1fi&:.::. - - - - ~ 'I "'~.......:--, ,...<,,,"<, ....., I ...;---""&..- \ I -- '......~........<' , I I ....~-:::.-- '1(1 I -";~--- ............;:::--... ~ ............, '.... " ;r.~- I /..... ...~~ '~~ "- I I v I - I<:: .........,........... ""<' " .... I -- "..........--............. " .... ~ I I -......- "" ..... ...... '" ............ ~I :. ..............___ "Il.~, ~ ......~ '....~ =1 ~' ........ ~ ",' " "I I 1\ ............. ~." I PARCEL 1 I ........." ,~..~>-- " I TRACT B ,I ~ " ,~ ......., ' ,.__ ..... ,,''''''lIL +, ' I -- -\ I "V..... '~, ~_.... '~" , I \ I ~:-- ~~,~,'" I \~"" ,,'ol' ~ ' I \l ~~ "" '~~~...., ~+.. " : \ PARCEL 1 ........ '- '~~"'- ...." " I TRACT C ............ " '~~" " I l.... " '\ '" " ' : t I PARCEL 1 "" '" \~ ~+.~, \\ \",,) ~ I TRACT D """ ,"'<\.~ '\ '\ \ ~;L..__-n---n-----m-------:------mn-n----n-u+) )----n--------1--w=---m-m---~-~~, \0\ \~\\ \\ f; ." ' .: I L -.l " '~'/' -.i' '------------------------ u . . \ \ \\" ______--------------..,..fo.--:.-.l...;. ----- -------------\--- ----------- : ' I I I I I 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 r , I I t 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 --- L -f_t - =-+ .... ---- .J --f -1_ --+- ... I I I I ~A. ~ ...~., ; .1 ,.. ~ "," '-.~~ "", '".....-.. ~ WI w . ID ~~ -55- SSNHO --0 -FM- .A ,. J1f ~ I2l T IBB fB c:=======::J ~ -v- 6 -x 700 LEGEND ~ PROPERTY IRON PROPERTY UNE RIGHT-Of-WAY UNE RIGHT-Of-WAY MONUMENT PER"'ANENT UTlUTY EASEMENT TEMPORARY CONSTRUCTlON EASEMENT WATER UNE WATER VAL\fE WA TER SERVICE LATERAL W,/METER FIRE HYDRANT W IV AL \IE & TEE SANITARY SEWER UNE SANITARY SEWER MANHOLE SANITARY SEWER SERVICE LATERAL FORCE MAIN OVERHEAD UllUTY UNE UTlUTY POLE/UGHT POLE UTlUTY POLE W/GUY WIRE TELEPHONE PEDESTAL UNDERGROUND UTlUTY UNE E : ELECTRIC FM = FORCE MAIN G : GAS S5 - SANITARY SEWER T - lELEPHONE TS c GAS TEST ST A nON W OK WATER STORM SEWER CATCH BASIN STORM SEWER JUNCTlON BOX STORM SEWER UNE RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE x- TREE TREE UNE SIGN MAILBOX FENCE PAVED ROAD/OR1VEWA Y A '" ASPHALT C = CONCRETE UNPAVED ROADjDRIVEWAY o - DIRT G - GRAVEL DRAINAGE SWALE/DITa-I CONTOUR PLANS 1'aEP~.Rn BY: . Engineers Planners Su rveyors VVK CICKSDN ... ., ,r' fRQf.QSED. . ---- -PE- -CE- -w .. . ~ -SS- . -FlA- . . m ------ ~ )( )( ~700 L 1924 ClEYELANDfA~ a-tNtLOTtE, N.c. 2.1203 (704) 334-5348 ~NC ~sc:, ......... He ~.NC Attonta. OA PRO-ECT ....Dr 07_'0 'r . .;,;1~Ji~:,~~,~.)}~~~,.'~..~,~:i~r:i ~ ~.... .~..\"~" " I .' \ \ \ \ \ --- - - -- - - - - - -----....... '. .:S-#~. ~" ': .... .-"',: -'-- .....;:'1".. ~',., "'~'l'.-__-.-..._._-........- . "T .. , ~~ .'~ ~.- ~~~~~':':\~i~~":~.. ..-';.J., '.". "',l J \ I ,~':''';'>+ ....L .....-.. ..-...... .J L J . 11 1 ~.. . -~, '"' . '- '. ..........~___~__...:.___....-------_.....-------..,a-'-- ----....--.....- J , :J_~~......._...,....~--...-_..-'f/P-'-- . -', . . '~ . r-"'" . , :.1....i.~; , . .f f I ':J.~ .. ~ -------- J ., r &, t I:;. :-~t ~:F,L,;".+... '".. t:__ !..:t< f~ -~;.."- -.. · I ~ I 1 .' \.; I I '( ,.'1: . ,It! .,:11 ;,;.;;,~j.' ..... ... .," !.. h J- -;:.:::-~:::_~----::::;;d-----=::----:--;l-"",--_ _....) r \,-~ ~.,:;" ......, '.= '~-''T .,,;1 .~ '. ;I' ct ~ - I l-:.Lr~;;.J{" c.;-;~~.. C;-;.J C~'\ ~ ::~::::::::::::::::'::::'-:-"'llf "I ' , . I I 0 I I I I l_l \_' ,',' . Ii . I I I _ J: I I I I II . I , , I-(/) I I I I I , II t I , , ~ (/) I I I I I I (1 .~ 1 ~: ~ ~ : ~ :!' , r 1 r: 'I I I ., , CL ::J I I I I I L . .J I I I ~II I I 'I W 1 I I I ,.---..:-=----::.\;.:~- ~..J ~II I II I . W W I I I I 11/,,_----N.uf.f...~S_- I I ~II I II t ~ 0 I I t I I / r I ~II I I . I t ~ < I' I I I I I I 10" ...J L- -J L-~ a::: C...J L-~ C.....J / 'I... J ~------_ , I r>>:'1 C____"J C_---~ ~ ---- _/ 1 -- 1.-------.., I I 'I ~ II I: : :: --------------.J ~ C---.J c'\ I ;-.:J : I. I D D~l ,: 'I ,'" ------..., r-: -, r I I ,1, I .-:/ I , I , I I I I I 1 1 t)ll I I I I I I I W I I II l ~J I : :. , : : : I,', ~II It I'~: : I I 1 I I I -cil I I I', ~I I I , . I I I I' W 'I 'I _4----J ,~l I I, I I I I I I ~ r-t------., I I \L-L I : r-l L-J :: I: \ U ~ lJ: : "''-~~L~~~~:"_=__=_~~~L----~~~~-~----J! i \l.-l ~) - - - - I I I J/ ----------_______11 L______________ I I '-1- -------- I 'I >i;)V813S ,sr- - - - - - - -' I I J \ I~~...~ 8 ~ .~ ; i; i5 < Q. ~ I a , 8 <Id ~ ~ t 0 :i z It i I I Z I ra ~. i ~ ~ IX ~ ~ ~ ~ Eng1Mera Plonnen Surwyore WK DICK.aN 1124 ClEVEl.AHO AVENUE CHARLOTlE. N.C.. ~ (704) 3J4-534tf ~ NO ~..$C A. tlanta. GA Hlckory. He tt.......NC . .~ ~ ...J . . v . ~ 2e4cr CHANNRIZED CONES P~CED AT 45'O.C. J OFf' OPEN LANE 1Clarr ./ cb cb cb c6 GENERAL RECllIlPOENTS: A. Itrwt IpOOe .. at . minimum eo no .... .,ace Ihould be lIIIlId far conMructlan or ~ WGiI that .. .....t.ly n---,,. 1Inu~ ......u... and ctlanneIIIatIan the remc*l1n9 ... IpOOe Is to be lIIIlId to 0IIIfrJ the tnIfIIa around the wortc cno In the beet .oy ~ uncIar ~ oancItIona. 8. Tnd'Ilc oantrol de*- ItlGlI be Nt up prfor to the atGrt of ..vuctlan or malnt<<lclnce opII atillI" and IhcIIl be rwnCMd or AIooaWd _ the woric Ie tInWMId or work c:auItIane c:.tIange- The agency doInt tII. wart! IhaII paIraI the wart! . - NqUInId to IMUN that 011 IraftIo oantrol .... en In P'- end ~dtt't at all Dna ... 1M ...014 I at... ~ campany or gcMnWMI1ta1 ogmoy InwMd In the wrortc Ie rllp.RIIbIe far~ the a..tott. n....Lb,.ent ", 1lw~ (RIch ClIfton at 33I-3IJ8) of .Y lMJar wart! ..... the number f/A tnMf Jar.- en ...suoect from narmaI oondItIone or the __ Is ,...,nd to be doMd. Elapt In ~ the faIIowfnt notltllDatlan .. required: . 1. QoeInt 1 or men tnMI .... - FlY8 wortdnt ~ priar to the _ecUed wartc; C. All trafI'Ic oantral ..... for the wart! area IIhaI be rwIIutDffzICS. The reftectM rnatar1aI8 .... ahaI be ..... to or bItW than the T)pe I, L.waI A reftectfw III'" ........,.... In SectIan m ", the IIinIanl ~.. far ClNIructIon of R.... eN IrIdgee en ,..,. .....way Projlabl (fP-74). 2. ~. __ - _ ~ do)'a prfor to .. ..*Net wortc. 1hIe .... time Ie "J 11 r 1 ~ ... piannlnI end notIf)t1e the publici f/A ...,ctect ~ In ... IIGftNII trafIIc 0IftdItiDIa D. At......t........ buo.toldu with ..n--tIortzwd matertaI _lFb en ~ to .. atMlltIon to and to Indlcate the octuaI IocatJon of A~.tIU"l.n. and hcmIrda. N. .... aompie" __ ..... Ie nu y, the D. boMft of TnIMportatIan .. 00ClI4Iftotlt .... f/A the ....... and fully &IF . cIetour ,...... E. When not In ... cb1n9 wrortc hare .. lit night. ~t .... not be ,... In IUGh m..w _ to IIIoIlI .. II4lWtIIiI .. ", trafIIo ..... ell ... and at ae.t 10' CIWCI1 frWft tnMI laM. F. ,.............. width ... ~ trwaIlaMe .. 1ct: ~. CI 12' lane Is act.hIM. and IhcIuId be pl'OIOtIW wtMnMw ~ a. ....... trCIfftc mu.t be rautacl __ the <<*Iowa., the two dhDtIol.. ", trafI'Ic II'IWl be ph)lllcaly .... at.d. TrcrftIc COMa con be .rr.ctMIy lIIIlId fur thII purpoee cU1n9 da)f1ght hDUr'l; rdect8rtaId cInIIne .... be ... at nfPIt. ~ 1NfIo IhaI net be ........ __ ~... .... __ Of' ..... ..... noft- .......... _A J . r ........ _ .. . ..... pawrnent I'IMfl.,;t _-4>' 1~ L ... ... ... of tNfID 0ClUW In ~.. ....... the .... of 7-1 Go ... ...... ,... ,.......... haur-. c.'*tJ IJIwo. . ......a..... __ ...... llwalwe . ~ ... of ftfIIc .. not be ..... __ ......... ....... .. tlIr IIIWgeftC)' ooMftJane or wIUt appro\IIlII hili the D.. __ of ~ ~ .J. 'DIe ogenoy daIrlf the wart! IhCIII provide f\opr8 -'lot palIce centrat ... requhd. oor\trectar may -.0 be ,..qwhcI to ~ . un!farmed oftloot tIo ...... . ..... ...., ..... In ... ...... . ,.. J~ Ila..::. JI....... 0. 1M aty Eng1neIr or DhatDr of the O.....-tmIftt of 1iaIUIpan...... Of' "* .....w..~ .. wtt...ttIIM tID ... __ ............. ., 1Mt\_... ...., ..... II net ....... ~ ... bcmMdId _ ,...net Ity tMIr .... .. .. W1a) ... .... ...... _..Afta ... raIIt. ,. 111II........... ___ ... ..... fw aI ........, 0lIMtrvaIIIIa.......... It II ...... .. .. ... ... _ ......... SpeaIIIa.nu.tIaM may ,....,. ...........'Wil ).Jj ,... In .. ....a.....t of trafIIc oaninI .... ...... ", ..... ...... tad/Of' IIcIlWMaI IIgIlt cIIWInolt. Q. ... peI__ MIII/ot ...."If"..t en .. Y of the edve of __ apIft tnMI .... the con1ractlrlr ..... ...... .. ... tNfIIc oantraI ~ or NQ)O'T ~ .... 0.,. .... 1f50-05A fw .. _.....~... laM ...... R. Operational 1ign8. en lJIM"IIIy mounted en portable 8Upport. 11leM en UIUCIIy lIIIlId for Ih<<t """ aperattonlt to wam and guIcIe troflIc. S. All druma IhCIII be ~ In auoh a mann<< that they wi! be IItiaII* uncIIr wfrIcl end ..... ooUon. 8a11uttog IhaII be daM witt! ... bGgI .. othIr ,...... ......... ........ an the ~ III tile *'-'- K. I~ ~ .... . ..... tit ....... _ ..... lie .. to .... .. IIIIIl ~ llll Tl ~ .. .. ---. ,.... ... In TI 1'1--..-........ In WI __I. ... ,"'ullln '" lie traWII1no .... .... ,.....~..., ", the ___ en ..... ...... .. .--.... to be ... '-'\ant .... the ...... ...llfpl. '" c:hlIIpW . crt the ...... an UnIfaNI 'DatIo 0MtNI ~ (WftI)). OATE PROJECT NNlAGER FSC DSN/OAN BY GSG APP/lOIJEl) BY FSC FILE NAtA[ 9728210.0WG DRA~ .1CAl.E 1 "-&()' PRo.Ect cl 1'[ OEC-~ PRo.G'T M\JlllBEJt 97262.10 PLOT OA'\'E ' It .M:tIMEOFClR APPROVAL,6 JlIOI)tNG. COM$11WCTlON ~. 1. ," "CORO owe. TRAFFIC CONTROL PLAN . .~ " 1'. :',', .._'.../_-'....~'.e .Of "' .. ; It: ..~ II I I I I " f 1 " " : I -.~ ...-. , I -- I- .. I I I I I I I I I I , I I \ , \ I I , I I I I I l I I I I I I ' , I I I 1 1 I 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 , \ C 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 t In:: \, ,I~ \ I I I~ lID I I 110 \ I It'-- I 1 I I \ I I I -r---r.J J \ \ " ~ o , I \ L. . .' r-----J ----------1. .J . ",...-- .~~--~~--~---------~ -------~-----~-----~~-~------- t ..-* ,,:. c: .. .-..-...--~'" _..~ '. ..' _:.:_. ..s---J r--=J _C._.....l..:=I;..;1 . ----~ as ~ru.nJ '... I ~ I ::~ HI 1\ ~ \:\: ef I \ Ul I . I I~ I I l'it 'I I I'~ \, I , I III 'I 'II t I UI I: 'J 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 ~ 1 \ L\ c:::J c:::J C:::J?QF;A.-~ I I \ -;r I I '.... _____________------ L ~ --~--~=~~~~~----------------------- - - - - - - )Q't'Bl3S .1I~ C---J --- c_____J ~ < J: a.. W a::: ~ 2 c_____J c __ __-J c----- ___oJ \ &XI Qo . l--.w;-\ nP. . . 8 . - . -.r . 8 I~~II - I ~ DE1tlUR ... J ~ 10 . PLACID .. AC::CORDANCl W1lH 'THE WANUAL ON lJNlf"ORN lIWPIC caN1IQ. IlEWlEI Ale NmOT STANDARD DRA-.G NOS. 1l1O.0'I8 1tIIelt* -.,.,. ~ o G) W20-1 48" x 048" W2Q-1 48- x 48- 2. CClII1IW:ftIIt IHAU. NOT WCftK ON 801M SI)ES aF A. lRA\tl.WI\Y .....TIMIlU&. V .-rHII 1HE SAME MEA UNLESS 0'fHIINIS[ ~ It _ 11WPIC CClN'1ROI.. .uNS OR 1HE WQIIII( 1& 8EliIID 1a& '1IMIClRMY PRICMJ CIDNCRE1E IMIB (JIDW\'. sm. DWQ. -.01) 3. 1WO-lNE 1MPI'IC SHALL II oat ~ IE WAlNTAID AT ....,. NJQ ~ PIJIIIDS CE CONS'IIIJCftGN 1NAC1M1Y. .... USE T't'PE . IMRlCADE 1I'IH .. 1111-2 ATTACHED. 8ARRICAD[ ItW.L . CIF IUFF1aENT LBII1H 10 CLOIE DnIIE ROADWAY /l.NE AS ~ It 1HE lItAMC 00N1ICI. PLANS. (0 8 W20-1 48- x 48- ICONS~~C11ON I G20-2 60- x 24- a. ... W>>-7A ItW.L NOr IE ~WD EXCEPT .0 FLAGQIIt II PIIIE!ENT NIl) ~ 1Uf'IIIC. PLAGGER(S) SHAL.I.. ONLY . UIED AS APfIR<MD 1IfO/OR ....l1D ., 1HE ENCIIGR. ' .. 1I4EN ~ EQUPWOIf. NIl) WATERIN..S /1M NOT IIEINO AC1MLY lIB, THEY SHALL BE MO'ttD AT LEAST 30 PEEl' AWAY FROM 1HE EDGE OF IMY lRA\tl.WAY <PEN 10 1JWIAC (OR AS emu..: OlMCIED ., 1HE ENQNEER). AU.. ~ ItWJ. IE MlEDlAlUY YcMD 10 A. &.DCA 'nON A. T LEAST 30 FIET f1ICII 1IC EDGE CE ANY lRAWLlMY CIIIIt 10 lItAmC. F 'tIJIQ,D. .....T. MA1UtIALS. AND _ ,. PR01EC'1'ED IV ~ <lit ~. A. 5 FOOT ...... ~ FROM 1HE RAIL IIW.L . USED. 7. 1HI CIII1UC'I1It 8tAU. uaR1. DIltOP-Of'F'S AD.IACf;NT 10 ..... ,. Fa..L.OWa Pal RWiDWAYI .".. POSTED SPEED lM1I ", ...... ClR .:A-' 1HE CONllItAC1'CIt SHAll. BACI<F1I..l .-.. lHAT IXcrm 2 IICHESI FOR ROADWA'1S W1lH POS1m ... ... ... THAN 46 ..... 1HE CClN'TRACTOR 9HAl.L IWlICFU. IIMI ~.~.. EXCEED 3 IDD.(SE'E DETM. -A' BACICF1LL .....1!IWlL ..... 1M1Il1M--' UU.... .. COURSE. EI'1UWINOUS ~.. . ~ 1'<& __ . APPRO'f1ED BY 'ft1( tMaIEER. ...v.. 1M,.,... SHALL. IE PlACED Wt ... H .. .. IUYJ\" tit 1IA\'a....Y PAYDIENT u.NI A let ~ Nf,) CCMPACD 10 JfHE SA1WAC1lClN aF 11<< DIll... BACtCFU. . _ REQUIRED ... ~ IS IOtNt CONCX1E ~....,.,. '.' . .", DRGP-CIN tM.L . BAq(fU.ED 1Ef'QIIE~ II AWMIED 10 PM ~ If A. LME M),1MIItT 10 1HE .. .... .... .u. IE NO DIIBf M~ .. 1NE WOIII( ~-IV ,.. ....DN. PA~ _. CDnIWn' .-r1WCD .. _ ....11EMS II 1ME .... ._ ML 1XI"JI~.'ftON .. ... ClMID 8Y_~.1J "I.. . "'-,:" ,. . - ....... .. .....1). 10 YAlNTAII _ _1i.C.", ~IINOUT 1HE ... .. PRO.&CT MI)._ "':_. U" AT 1HI DID aF .... ~Y.: . o G20-1 60- x 36- 8 '1120-1 48" )( 48- WARNING 18'"M1N. UGHT ---L: (OP11ONAL) 8 '1120--7 A 48" x 48" .L 10 r 21--24- .DBlJM. 1RA\lELw.V , t, DETAIL "A" BACKFILL DfT AIL N,T.S. TRAfFIC CONTROL SI~NAGE LEGEND DA1'E CI~nA\.ROAD SUfIDIWJION~'IURf: PlANS ALl!RMAIU CROSSING CHARUJ'f"FE; NoRTM.CAAOUNA "'\' ':....... '{'~'A".., ! .-.- S ^ -.. F'-..9 ,,: ...~t ;')104-", .. tt~ ~".t. : ,I ${ AL. \ ;, ; \ J75% l. J ~ -""\,'. I'. . (' ;:(;.:)1" -;........~....-'..,..~(Jl. N\"\:"~~. . ~\~~~1'. ~ ~ 8 ~ (0 \.. l' ~ ~ o ,.. ". ~ ~n: }"" , f' .~" >; ~ j ~ F ~ ~ j; <II( 0.. I&.. l&J ~ \ ~ Z - \.... r "'" d u ot! 5 (/) ~ U l&J 0 ~ ~ z 3i !I I >- .~ CD ~ i ~ ! u: ~ g cr: ...J ::> It! 8 (J) I&.. :. ~, . t'~; ~ .. ..-. ~ 2; ~ ~~ lJ.j- 5 ~ <( QE /7 .~ .~^ ~> ,,!f ~ o t . .. ~ 1C:L I,J ~ =====- ~c~c - ~.- -------- j .' ''C .' ''k't."J. ~ -..".~-~ :~f:' '-:.y~'. . , ...~. .."'_"I"'....L ~ ..t.~'r4V.....~V<~~*.'Io "i>,,\ -...~~~'l<',.,~~'~~;.1{~01T.,:. ..;"'!~{r0: ~ " ~.~ \.~~.~:rf;~~_'~L. ..t/i: ',; tR...,~~ifL'~':;~~~.. .... . ":'" .i.\.;~ " ;#. :"._~' '~"i ,t:t~ . .ft.."', >.;"?"f!J.', ..t~' ,.J .'1'. ',,' ...it, ". ~-.: ' . ~". L ' .i" . ... ::,. '_3 I "_' '_ . ~..... )"," I ' '-:~ -, - ,: .~ /':".,. '. ..' ~'''' .. . \ o#_:.....__~...._ ,.p, . -; -""/..- ,'S 'I I I /1- - I"" -':'1 /-- / <)::a 2"'1E S10P BAR ---.J a; <>-... .~ 1- - JOOS1Q:U- ~ W~1ICtW. - - ...... <:= AIRoWs' _-------- <:-....... ~ ~, -- _--~--- rL u .",~I. .L.a...... \Z . .'.t."'-' 1"~ ..~ '"', '.'; '.,'.: .7",' .;;.~... <. .,...... ,'Il'. .., ' '.; l:~"Q.- . ~;,l~.~'_{r~~:~ rr~; i. . , r '.. . i . ~f t,.. . ,..;. .! '" . ,':''"'';'' ,,' .",,(~.;\ # .'j. ..ZJ .,' !I1x3tt SIGHT ,.--. 'r.: 7. 11'\. ',. .. .' . .. .1-.-...... ~,':/. " .~ ~ '. 1fIx1d ....T1NANGI..t.'NP.'/...,..._. '...I.l.-;-,!:,,"_~.'~_. .. ...... .._-__lI "'r.i ' - - ;. ,#.--- ',,' ,-.' - .,' - -" J\ ',"-', - - ---.......-,- ~ 2<lU.. II"PER _ ........'......"..: .;.;;.'"......-............,..".........~. .~-r:-....:.... ~---. ....;t-:;.._~ k_ _ '." ,. -_,.,:;;6' .,'.\..f:~........... -,"""-"-"" ',' ~ ."r;;.;:; - - _ - -.r:"".........,..,......." . .. J, . ./ ._ 'cr . .......i '..... ... . '..... ~v~ ,~ .' . .,;.! .. .:..'" .j. " . - , . t, ".~.... .. \ , .,.: ~ , .. ~ . 'I,",VCU...:I~ ,~l' 1 \ \ - ~..': I ) - .....:;:;;.. , ..... "'\.. -- - .- ......-....- - -- r- ~...- , ~ -- ........ "....., -.- -..._--'.......---"""""'" , J I J -- ~, -, .... --'- -j r- I ~--...--- I "- ~ EXIST. CURB at OUTlER 1D:1 TAPIR . 115" ~ ~~--~~~~---~ ~--- - - RlNOYE E)CI$T. CC'lMCRETE MEDIAN AS SHOWN I\NO INSTAU. 4' WIDE CONCRElE ....... NCOOT DlL.' 152.01 _........- - _700'SlGHT .!'!T~ - - - -- -0 _ " // ~ 109 Qg2 22"1 / " .... ~ FIRST UNION NATIONAL BANK L GRID OFF EXIST. vI\."\. OF NORTH CAROUNA WNICINGS AND "\ \ 1420 TWO FIRST UNION CENTER RESI~f. TYP. \\ CHARLOTTE. N.C. 28288 \ \ fn~ I ~ ___ ( I ~ ~~____ \ I CURVE" - -==--- -c:; _ ........... I t::. = 57'47'20. 'NPE-Ufo-.DRtVt'WM.,f:NTRANCE '-..... I R = 936.68' CWlDS 110.28- __ ~ y 1 T = 516.96' AU. PA\DtENT AND CIIC ~ ~ . '\ I __...L = 944.74' TERMINAlE AT R/W. TYP.ALl.. EHlR~7\ //'\ / \~ /' .- ,,/ \ f \ -~ / \ / \ '" t"-.. \ ~& ~ ~ '.n '....."...... "., '''''''''t5' .. ~ ~ ~ - :; '.. -""'~ ~~. . . . !'"''"''"'' " ::, ~ - 2if]!~~ 4J 'J. t:J~ ......~~.... I _ ,. - CURlh- 1 -I- I!i 0 ....... .... 2'-8. CURB '" GUTTE~ 'C 0 ....... .... , . D """'" & :; fl.' ' "'"' '"" ~ () 4J -- ~C/') '~.... J!I' I Z ' On ~;.. & S ' ~ n :' J/ 'r ~ ~ ~ IJ - --~~,,' --... a.,.~ ' '"''"'~'"',",~,'"'' ..... VII _Ivl/: s CllNC. SlDEWAU( """"'- ~",--' ,\ l' ~,..' .......~~~~:;;,~ '~~~~, ,_ ...... 1\ :;;,~, ~ ' .... r::. - - - - - - ""~_..... ~ -- II ....~~'....... ............/ .....~, II l -----~-35'SE-=---- \.................._J-.........lr~~~U1DR1VEWAYENTRANCE ........~, ~ .....~.... TSACR- -- _ _ _ _ '''- I -----. -0.28 ....' '~, II I 4Q'PERM STORM EA~~ -: -- __ __ ''..( 1.1 --~:-;.<______ ....~~~~..... 9"'00 .....~ ~~ II I ...... ~' ...."'~ I-..-.... ~ '" /" I --1-- f"v/ ....~,..... ~~~ IIII II r -SITE-~~mAC.Y - - - - - - - -'-1 - - - - - ~\ II I --- ~ -- --... - "'''''''''':::.. ~~~..."'" ... I SllE AREA-36.3:lo AC. I - -c;..' ... .... U I I ~~I~~~ ZONING: I ' I) ,. I I -.... -.... ......... -.... .i' '''''~ ~a '~~~~,~ I PARCEL I: R-3 I \ I I I -.... 1:;'9:" ',..... ')(~ ~~ I PARCEL II: R-3 ....J..,./.............. ,..... 'V ~ I PROPOSED ZONING/DEVELOPMENT: I \ ......... .~ ,..... ~ .... I PARCEL " CC (CD) I -... -... ~ ...", ~~ ... TOTAL ACREAGE: :t22.0 ACRES I e5 \ .......... " " ~~ " I I (lNCLUOCS PROPERTY FOR EASTERN I "- -... "... I I CIRCUMFERENTIAL R/wl I-+---- \ ~ f\,,, -... -... ....."" "'''-''-,,-~ '~.<', I L - - -, ( I ~ -... --- - - - - - - - - - - - -... ~ ..... ~"-,,-,~ "~'-.,'" I ,,'''- ,,?? ' , I STORt.A DRAINAGE, POWER POLES, ETC. WITH APPROPRIATE UTILITY COMPANY. I I ~\I \........... C -;: ~ J'U-?," "-.... '''-,,-, ~ "- I 12. CONlRACTOR TO COORDINATE ALL CONSlRUCTlON IN R/W WITH N.C.D.O.T, ~\ I) , . I <' :-... "-.... " ~ ~ .. AND MECKLENBURG COUNTY. h- ~ I ~\ \ "i II J>s. ~~ '- '~",,, ~',... I I 3. ALL lRAFFlC SIGNS, SlRlPE PAINTING, UGHTlNG ETC, TO CONFORM TO THE I t1 I' 'lr........ " " MANUAL ON UNIFORM lRAFFIC CONlROL DEVlCES(M,U.T.C,D.) I :.J\ \ \ I Atc'A " " " ~ I I 4. ROADW'Y IMPRO'IEMENTS TO 'LBEM.RLE RO'D B.SED ON I 'i r- - - - - -, I I R " "',, / ~ I I APPROVED REZONING PLAN DATED 10/2/96.(RP 96-60)(5EE SECTlON 1 THIS SliEJET) I ~\ \\ I 1 I I '" " ~ '~"':''''~ ~",,~ " 5. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE SHOWN. I I fJ:> ,:' "' I I 6. BOUNDARY INFORMATlON TAKEN FROM OS ATLANTlC CORPORATION U I 1'8\ I I I I " " ~ ~ "- MAP ENTlTlED "UPDATED BOUNDARY SURVEY MAP OF 56.58 ACRE I ::> \ "," Xn.... ~ I I ",.cr. D.TED 6-20-95. I I 'Z ~ I I I II ,,"- '~~, '\. -0 '\~ ~ I I 7. PLANIMETRIC " TOPOGRAPHIC INfORM A TlON SUPPLIED BY AREO-DYNAMICS I I \ I I I I ,,,""\.' CORPOR'TION USING AERIAL PH DTOGR'"ME"'Y, PROJECT FLOWN JAN. '996. I -4 I I ' "~ " ~ I I e. ELEV.TIONS ARE eASED ON USGS SE' LEVEL D'TUM. I I I I I, I I I I " " ~ '~~" ~', I I I I I I I I I '''''',,, '\ " '9. UTIUTY LOC.TIONS ARE APPRO....TE e.SED ON LOC.TIONS ~ "'SlBLE I'" , ,~ , I ABOVE GROUND APPURTANENCES AND AVAILABLE UllUTY COMPANY RECORD I I I / I I "",,, '\~ I DRAWINGS OR INFOMAllON. J l j " " " " ~\ , I ~O, ALL DEBRIS FROM CLEARING TO BE PROPERLY DISPOSED OF IN AN APPROVE I I I I I I \ ...J "' '" " " ,,, \ OFF -S1lE LANDFILL. ..... / / " , ,\ I 11. SITE ""ANGLE ~ J5'<3S' 'ND 10'X70' TO BE CLE.RED .T INTERSECTIONS. I I II 1 I I ~ , "- '~~, ~~ ~ \,~ I 1JAU. PAVEMENT MARKINGS AND SlGNAGE FOR EASTERN CIRCUMFERENTIAL ROAJ I \ ~ I I/'/ I ", '\ '~, 'b ~, ISHAlL BE ,NCLUIlEIl CON",.CT PRICE. I I ~ - - - - ,'~, ~ I 1J AU. DRAlN'GE FAClU11ES. CURB OUTS. AND CURB R,,"PS MUST BE I I \ L - - - - I \,'~ \ ~\ \ l lCONSlRUCTED IN CClitPUANCE WITH THE CHARLOTTE-MECKLENBURG I , I \ " ~ ~ I~~~OPMENT STANDARDS MANUAl.. AND COORDINATED ~l1-l ...J ~'~ '\ ............... BJfJ .fIl.OP~TU~l.... - - - - - ~ --l I I \ \, " '~\ \ \ ROOIl WLl BE UII1TED TO LOCATIONS SIi_ ON THE APPROIIED I' \, \ \ \~ ~, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~=~ =~PLAN ~ON~ A~TO.-:'ESE RO'D~ _ _ _ _ _ _ ~ I / I, \ ~~\ \ _ _ ;- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -'S:-ANYfEiil:[ lllf"wAiI. WtS11l\Jem ALONGOR-.oJAtEil'FTOANY - - - - - - - - .-1/ /11- - - - - - - - - - - - - - - -i ~ - - - - - - - - - - - - - - - - - - - - - ~ \ \t \ '~\ 75 BUFFER ~~~~Y ~ET RIGt<T-~-WAY REQUIRES' CERT1F1CATE I I 75' BUFFER '~\'Jr '\ \ I I' 1 . ~ \' I f GRAPHIC SCALE \ \\ /'~ \ I \\ .,/" 40 0 20 40 eo 180 \ \ \ /,""- \ \ ~ I I ( IN FEET) I I _~,:~;~: \ 1 inch = 40 ft. ~'<. 9 . /'" --\.J' ~- -- -- .-- -- -- - -- - -/f- - ~--.:-. - _ ----X/I I"\. -------- / I I'i.--- // \1 V '"TYPE I" 0RI0A~ - / J (CMLDS 11 0.28 ./ ~ - - _ ~ ~ _ ./ 6' CONe. SlDEWAU< ~ ------ '.-. ~ /' c: - - - - ~ 7 #; f{v -L ... I I =- -t- --- --- -- --- --- --- --- ~ R W ~ '.-1 in .I I ~ 0:: ~ J N .~ ~ ~~ On .... - is UJ ~ is '" - 1 ...L "n 250' STORAGE 0.. ~ s,......nn .~ $l; '" T - --, -f - 3+00 , /- ~- ... >--- SO'TAPER On '" '" :5 N ... I ') TYPE "' DRIVEWAY ENTRANCE CMLDS 11 0.28 '0 ~ '!.t-1>' 1 in '.- f '1(/W- ---- ---" I 7 4' WIDE CONCRETE - 35'xJ5' SIGHT lRlANGLE ,,- - ~ MEDIAN. NCDOT DTLI 852...70' SIGHT lRIANGlE,TYP. ",~: I - - - - - - - - - - ACCESSIBlE RAWP-aALDSI "II I _--__...... __ 10.1~~.~~~L~~ r-- _ _ - _ _ _ - -- - 80~ At!:" atrRmcEsY . r 40'PERM STORM EASEMEN T ) I I 1---------,1--------, : .-J u 1/ ( ) II II II Ii ,II 'I j I II 'I II II I I I I I I I l \ "- 1 n L_______J / n I I U n I I U Nom THIS DRIVEWAY TO OPERATE AS FUll. WOVEMENT BUT WAY BE RESlRIClED TO R1GHT-lNjRtGHT-OUT MO~TS ONLY IN 1HE FUl\JRE DUE TO SAFETY CONSlDERA nONS AS DElERWINED BY COOT AND HmOT. n I I U n I I U n I I U n I I LJ n I I U n I I U FUTURE n I I LJ PHASE I n I I U n I I U n I I LJ n I I LJ ----------- n I I LJ 1---- -- -- .f ,- I. [)(1ST. NIl> \. !: 1 - .'c l::K1.W . ,. . -~-lr\K ------ ~...". ... = EP RIGHT SIGN - R4-7(24"x30.) ..."" , ~ l' - 178,38':t: GRASS Elatf. lIP REWOVE DeIST. PAVEMENT ALBER1V1 Ak .l R 01 A,? (VARIABLE R Wi t! ~ ~~tt. ,- . DIST. EOP GltAS8 ( I --- EXIST, EOP -- -~"...- !!, l'f& - III If/- (I ~ I /' .B/L. AS STAKED IN FIELD ./ ______65' OFf ruNS PROPERTY UNE ... ~ ~ #'/ ,.....,.. 4"7 I \ I II' // , 15' 1/,.. "-- -../ --c -~ L__ ) - ~I:- ~N PART TV --- Section 1. Tronaportatlon Commitments (a) The petitioner agrees to dediocIte the required right-of-way for the future construction of the proposed eastern circumferentiol rood, which is currerrtly planned to bisect the contiquous property as described within this rezoning petition. (0) The petitioner wiU construct the necesIO!Y roodway improvements to serve the planned development which will occur within the portion of the property reserved for the Eastern Circumferential Rood. The phasing of the construction for these improvements will be determined along with the phoaing of the proposed development tokin9 place within the property which wiN be served by these improwments, (c) The conal1uction of the ntICeS8Qry roodwGY im~ts, includinq each accelIlI driYe into the site. will be made by the petitioner in oceorclcmce with the recommendctiona contained within the petitioner's trofflC study and 01 agreed to by HeDOT, COOT, and the petitioner, These improvernentll w11l include 011 associalld turn lones, deceleration lanes. and accelercrtion kmea recommended by the p4ltitioner's traffIC consullont and t'fl(1j differ from thot wllleh is shown on this ruoning pion. All imprO'lements wil be dIIigned and COIIIlructed to COOT or NCDOTstondordl. ...~ has jurisdiction. (Ii) The petlticnr further 09"" to prO'IicIc the following troffic improvements as o<Jreed to by tM petitioner Gild COOT: (1) Add on eaItbound ri9ht-tum decelerotion lone on ~bemerle Rood at the prtmory site drive (Ea8tem C1rcwnferential) with 150 feet of storage and 240 feet of toper. (2) If Q traffic Ii9nol it warranted at the interACtion of Albemarle Rood with the primary site drive (Eastern C'wcumferln6al), the traffic signal shoI1 be privcltely funded, if such fundillQ ill requnted by NCOOT ,- (3) Desiqn and construct 0 lMCond ....tbound left-turn lone (pnwi<ing duol westbound left-turn Iones) on AIbImor1e Rood lit the primary site drive (EOetem Circumferential) with 150 f.t of storage. (4) Daign and constNet norUtbound dual left-turn lones, a tlwugh lane. GIld a right turn IoI!e at the prtmary lite drlve (EaItIm CIrcumferential) and Mlemorle Road. The left bim laM shoukI ".wide 250 felt of full ... ,. 11M with 0 4 feot c:ancrII8 mIlIaft .... .. ....... WHu", ... !lid iii Idjocerrt IIIUNlaund Ian... (5) ... and 08IlIINct l1Io ~ 1cNI........... Rood for ... primary site drive (fastem Circumferentlol) to tile fht...v- site dri\<e, approximately 340 feet south of Albemarle Rood, and extend those two soultIbound lanes to the second east/west site drive, approximately 640 feet lOuth of AIbemor1e ADacI. Deai9n one! COl'lItruct left tum Iane6 with 150 feet of ator~ with 15:1 topel1I on both \tie notttl boUnd (PIlate 2 construction) and south bound {Phcl8I 1 conatruction) EGlIn CIn:i...M.:I~ etllCOllCl eaet-wwt site drive. (') alOT. .. .,11l..... for .. off__ ........... - the cIIM wviftO the Well-Mart ~ c.nter ClpIIOIilI lie twfmary ... .... ~ an:unfftatiaO. (7) The dedicoticiIi tl 1M riVhl-of-way rw' ttII ta.t.m a.cumt'erintial wiR be .. by petitiolIIr prior.to the iIIuance of Q buildingf drMIIay permit. Petitioner WI complete its off-tle roodwlIJ ;mpllMflllllts os well QI the improvements from the IIlt<<Iection of /IIJImar1a Road and till pr\maly'" drhe (Eastern CircumfftntiOI) to the beginning of Parcel 2 (ptlaII1iM to be shotm ClII "" GCComp~ plan) prior to 0 permanent certiflCOte of occuponcy for Q/1y building in Porcel 1, TractS, Tract C, or Tract A (with the exception of the out parCel), (6) Channelization for the rot eo.st/wesl site driw sholl be lPO teet on both Trod A and Tract B of Parcel '. and such channelization wiD be accomplllhed by means of a COIl4:I'elt median. Chonnelization for the MCOnd east/west llitI drive thaIl be 150 Ieet on thl primcIry drive lIl'Ving Tract B, Parcel 1. and at leo8t 75 feet for the secondary drive ...-ving Tract C. Porcel 1. Chonnelzation for the second eaet/west site drive eerving Tract A of Parcel 1 sholl be 150 feet for the drive. with occess to a I89fl1\J<1led porkini area permitted within that 150 feet of channelization. provided that at least 75 _t of chonnelizotion is provided. AU channelization to be provided from right-of-way line, (9) The firit east/west site driw shoU remain fuD I1tllWITlIll'lt until such time os right-in. right-out turns only ont permitted based upon safely eonsiderotiol'll and the criterio set out In Port V.l.e. of this sMet. The IICOnd east/west tite drive 8hoI1 remain full movement until and after tbe completion of construction of the EaIWn Circumferential. (1 0) A I"IIkMntiol collector street. will be constructed by petitioner to sefVI the muRifamily dMIclpcnIfIl as part of the deveIoprnenl of that portion of the . (Porcll 2). ( 11 ) Pwtltioner wit provide conceptual planning and design layouts of the propolld EostIm Circumoontial within the site, in order to allow design lie-lne with improvements actual! constructed by the petitioner, CIS weU as conceptual pkJnnincJ and deeign for tnterim. improvements to the Wol-Mort Shopping Center drive. (12) Appropriate powment martdnga, ligna, ate. will be provided by petitioner to occommodote improYements. On , I . I f5 a.. ~ ~ ~.s~ ~ ;... N 2'-11. CUR8 '" GUTTER Q: - .J :: ~ ... 1",,,_ 13 :: & -...U1~F(R( N0314'44"W . ~ l!V'l' '" (PUBLIC NT/AL ROAD \.""",, ~ ~ _,' ROAD) 491.91' j ~""""'""'"'"'""',,"""",,....,,' -- r..) ~ S " " " " .,," " " " " ... ..." ,""" 15:1 T~ll5' · ~ ,., ... ~ t'\ ~ v ... " G>> . ... ~ FUTURE PHASE III ........ ... ........ ~~ /I').."" I - >"~ ". :, .. f -" .. J ~ .....".. " " '-- ...---. - - --- ....... 16.A RIGHT-Of-WAY EMCROACHMENT AGREEMENT IS REQUIRED FOR THE INSTALLATION Of ANY NON-STANDARD ITEM(S) (IRRIGATION SYSTEMS, DECORATIVE CONCRETE PAVEMENT, BRICK PAVERS, ETC.) WITHIN A PROPOSEO/EXlSTlNG CITY MAINTAINED SlREET R1GHT-Qf- WAY BY A PRIVATE INDIVIDUAL. GROUP, BUSINESS, OR HOMEOWNER'S/BUSlNESS ASSOCIATION. AN ENCROACHMENT AGREEt.AENT MUST BE APPROVED BY COOT PRlOR TO 'THE CONSlRUCTlON/INSTALLATlON OF' THE NON-STANDARD 1ID.4(S). CONTACT COOT FOR AOOITlONAL INFORNATlON CONCERNING COST, SUBMITTAL, AND UA8IUTY INSURANCE COVERAGE REQUIREMENTS. ....,.. -- -- -- 2 REV, AUGNMENT 6/11/97 I.REV. PER COOT COMMENTS 5/16/97 R~ . -'lK1' DESCRIPllON DATE .. J!.,\1S1ONS ... ~ROJECT WNlAoCP DRAWING SCAlE It RElEASED FOR DATE .., 1924 CLEVELAND AVENUE FSC 1"-40' CHARLOTTE, N,C. 2820.3 OSN/DRN 8Y F'flo..ECT 0Att WK (704) 334-5.348 APPROVALS GSG DEC-96 BIDDING APF'RO\'EO BY PRO.f:CT ...-:It Englneenl DICKSON A8hevIlIe. NC Columbia, SC FSC 97262.10 PI ann... Atlonto, GA H= NC CONSlRUCTlON FILE NANE PLOT DAlI: R He ' . .... 9726210.DWO SuMyonI RECORD DWO. ... /1.4. ._'W'.'< ..~.. "... tJV~: ..tI'"" / .' 'j. ~ '~;,:,:< ~ . . . , "'I 2 ,. CIRCUMFERENTIAL ROAD SU8DI\1SlONjlNFRASTRUClURE PLANS ALBERMARLECROSSING CHARLOTTE. . NORlH CAROlINA .j\l./~::' :..~:;;.~\'. ". .:,:"f'k: ,; "~..:...: ~",'.j ..... '....'. 1.,; '..' '~~~'''.''!iH.'''..'.'' :f-;r-'r-':':.:' ~2~'.'~,;~~.''''", ..~. "";~-t~f~'-'~:i:- 51 TE PLAbt; " . - ~'.~:_-_r . .. . .. ',- ~ '" -:. ~ . . . ... -_/S") : .."'tp1~il~'i ; . .! . ~--, " .... '- " .,.... '.j J f'. ", 1.'('" ,,' _l ~< ~J ' ~..Y'~' ~Y", . ....,,'~..':..>. .'. -.' . ,"'. .".0Il>. :" ,~'-.- ,:. ;" ." ;}'~$,~~ :~"'~:'.:, t- f. ,1>'..' . ~ ~ ~ F .~ ~ j!: -< Q. l::i ~ I.IJ ~ z i r """ 0 u <\:l z 0 (/) ~ u ~ 0 -< ~ z ~ ; I I ~ Z >- ~ co ~ 0 8 ~ ~ G: ~ CD 0 0 a:: ...J I~ ~ ::> UJ U'l G: u '_r~~~.~~~~' ..~'! ~-~~.: ..~'R~;..~i~;. " ',_1: .j,~_~4.~~:::'- tt .;" . ,- 1 \ ::-""~_F' '. ~'-~ ~~~-~ -.:', ;;- :-t~~ 'j':_~, 4. ...: . 'f-,"',!!' ... ,- . \ .. , 750 ~ STA - 0+ VI mv - 742. 7 A.D. - -1.'4 K- . 50.00' ve .- --- " ... >~~ PVI STA - 1+10 . PVl ELEV . 739.25 A.D. 1.83 K == .75 60. · ~ .... 8 0 ..; ~ .... 0 0 ~ + ,... :2 0 . ..- .... + ,... 0 <is ~ ~ LlJ UJ .f ./', '; 1.0<>>,_ - - _-- -------;U"a -;E ;;51 7+4 - ~oN';;CTOR T GRADE TO --- ---- S1A: 1 ElEV: ..... ~ ~ ..... ,... ~ ~ m m 2 ~ + ~ ..... ,... ~ ~ UJ > UJ c , ... ~ It) ~ <0 ,... ~ w ~ LlJ --- --- -- -- --- --- E)(SIT. OR e; .....-----....... --- 740 GRADE ---- ---- -- -1 15"RCP 15"RCP ~ ~ 15"R"" 730 ~ ~ UJ- < o n:: ~ (,!) C!) a.: t-= 0 ~ n:: UJ ~ p SCALE: HORZ: 1- 40' VERT: 1- 4' 0 <0 <0 ~~ ,... 8 ~ 0 GOO <0 <0 ~,,; 'N ~~ ~oi ~cO ~ r-= ....."It ""It I") "P') f') ,... ,... ,... ,... ,... ,... ,... 0+00 1+00 2+00 3+00 N ,....cn ~~ ,... ~ ~ ,... It) CD o~ ,... ,... ..... onN iO ;~ ~~ ~~ "P') "f') "P') ,... ,... ,... ,... 5+00 1+00 ...~ ;~ ,... ,....8 ~ . ,,~ ,... o It) ;~ ,... 8 !~ ,... ~ on8 ~~ G08 <O~ 08 ~~ 8 ~ 0 ...0 ~ ~r-= ~" ~~ ~~ lliai ,,0) ~ ~ . "": .....P') "P') .....f') ,." .....~ ...... ,... ,... ,... ,... ,... ,... ,... ,... ,... ,... 9+00 10+00 11+00 12+00 13...00 <X)N CIl 4+00 7+00 11+00 L___/ ( '" " \ --- --- CD --- -~- --- --- \ \ \ \ \ \ \ I \ \ \ I \ \ I \ \ \ \ \ \ \ \ \ \ I ~ ~\ ~I , .. t -- ---, \\ '--./-_ I \\ 'I l' I------~----- , II - --------_ /,~ 11// ~----- ~ ---- ---~-~T~ I - - - - 40'PERMSTORM EASEMENT I ...............~{ : J - - - - - - - - - .Cr-=-----rUTuRE -STI-=-ircr:: :, , / II I l: II I r--------------,----- l n n I In II I I I y: 11 U I I I ~II I I I I ~ I ~II U U :u I I I ~ II : : I I I n I II I I I II 0 In' I I I n n V) 1/ I _~ L..__-, II, II II ~lll, I r I U U F! lLJ I I I II [2 : I I ~ I II II h-J I , II I I II n n :n II II II I I II iJl II U I, U U ,II I I : I I I I I I FUTURE PHASE I : I I I I I Inn in' I I I I' I I I I I I : I I II I 1\ ) l U U II U I I I \ \ I I I I I I \\ I \ :: I --, I J\ "'- II I I I \\'~, I 1 n n ::n I I l\ \' I I J __ I 1\ \ "I L - - - - - - - J I I I I I \ " / L__ _ _ _ _ _ _ _ _ _ _____ - ---r-.. - - _ _ --- --- -- V " - - - - - _ -- --- (l , I --- , -"'"-- ~ --...-- -- ItO ILl') I I ~:,,--\I /' /''' '\ / --\ ...J1\ j / \ / \ / \ \ \ - --- -- / jl / I / / ~---- -----.,- -- -- - --- - -- - - - -~ ~ --- - ........... --~ , J "" " Jr 3+00 , - + .. ~ +-- - -I 1- :r 1-1 /102 I~ I~ I~ I , I " ~~.... ........~, .....~.... .....~.... " ......~~~~.... ~ ......~.... ..... .... ......~.... .......... ......~.... .n .......... ....~..... ........... Q..,.Oo ......~.... .... ~ ~ ~ ~ ~ ..... 'f............. ...... ~ ~ ~ ~... " ....~~...... ~ ...... ... ....~..... ......~... ....~...... ............/ ....... ... ....~~~~......~ .......~~~.... ...,,~...... ~ 9..,../')_ '~.... ~......... J... -cJ .......~... ~ .~ '.... ~ '.... ....""""......~ .......~~~.... " .......... " , '" ....", "~ ' .......... ~ ~ '~, , ~ '~~, ~~ ~~~~ '~, ~ ~ " ~ ,....... ~ "- " ~ , " ~ '~, ""- ~~ " '~"~,,~ ~~~,,~ " ", " '.... " ~ " ~ ' '~~, ""- ~~xq, '~~.... , '~, ,..., " " " '~, "\, ~ " ~ " " " .... , " " ,... ~ '~~<~ \\\" " ~ "~ ~ '" " )(~ ~" " \;, " ' , " ", " \; ~ ." '", , " '~ " ...... " \ " \ " ~ '~\~:: '....' '\<: ~~~,~ ~\.\ ,\ ' ~ \~, \ '\ \ \, "" FUTURE PHASE III / / / I / I / ,,/ I I I I I I I I I , I I I I I \ ~ \ lJ... ::> \:0 o ~ ---, \~" \ I 1 \ ~-----, \ I I I I I I I I , I I I I I I I I I I I I (! IGRAPH~~A?E ) \~ ~ w--j // , ( IN FEET ) 1 inoh == 40 fl " ----- - - - --- ~ > (I) Ul 'i:? '" <I) ~ ;-< VI '" .-< ~ ~ =- - 40'PERM STORM EASEMEN ........... .......... ............ ............ ............ ............ ............ ............ ............ ............ ............ 11\ II II II II II I I I ~ II -r ~I III~ J-- IIIO~ II -U II~ "I I:, <1\ ::1 ~\ ::1 t;\ ", I~\ II ~ I II I m\ J I Z ::, I ~\ l:, I I II : I I / ::, I I : : I II ::, I J : : I I \ ::1 I \ : II I \ \ \ \ I \ I \ I \ I "- ""'" " " "\ ) I I I , , J:>':'-.. v 1'(.;, ~ ~~ ~ sO" ~ S~~""- -10,f>- ""- ""- "'- " " "'- "- "'- "- "'- "- "- '\.. '\.. '\.. '\.. "- .'\ ~ < )> /0 )> CD I fTl , \ , \ \ \ I 1\ II I , , ~ , , '\ ;.'"\ 160 I ~ ROADWAY PLAN &: PROFILE " . STA 0+00 -- 13+"2~'" .,," > ~,;,r;t:;t;},; ,~~;:;,:~;;t.~ :; ::.:, 2 REV, AUGNMENT, PROF~ ,/1./a7 1 ~v. AUGNWEN T. PROFILE Ma 'A~ REV.. NO. DESCRIPlION DATE REVISIONS PROJEC r WANAGIJIl DRAWING SCALE -- 1924 CLEVELAND AVENUE RELEASED FOR DATE FSC AS SHOv.t.l -. CHARLOTTE. N,C. 28203 DSN/DRN BY PRO..ECT OA TE WK (704) .334-5348 APPROVALS OSO JAN-!il7 BIDDING APPROVED BY PRO..ECT NUMBER Engineer. DICKSON AahevUle, NC Columbia, SC FSC 97262.10 1 Pfannera Atlanta, OA Hickory, NC CONSTRUCtiON FlLE NAIolE PLOT DA tt Raleigh, NC 9726210.0'MO SUfW)'OfI AEC~D OWE;. ClRCUMFERENllAL ROAD SUBDIVlSlON/lNFRASTRUCTURE PLANS Al.BERNARLE CROSSING CHARLOTTE. NORTH CAROLINA ... - :: -'" .: ~ ~ . .,~ '''''':-1 -~ ". ,~Kr. 'vi ,j~ "+l..t~1 ., '0 YV"'''.. ' ~ ~. "" ~ ~ ~ ~ ~ j!: < Q. b Sl Y.I ~ Z a . / ~ d <.> ~ ~ (/) :II: <.> ~ 0 ':L. z ~ ;1 I i >- ~ 00 0 8 ~ ~ ~ i:i: ~ aJ g 0 a:: ...J ~ ::> ~ 0 (/) 4. <.> " .~.~ . . V~j .rtS-r. , Jf\ - / r; l-fR j /.. If -;il. 1..7 ~ ~ (I" ~/- ~ ~ \: T ~\ R1W_77"' rJ INV-7Ja. 'VI ~ I \ ~ , , \ \ \ \ \ \ \ \ I I \ ~:- ~\" I \ ~ ~' . " \ ~~~ + -r ~~\ ~ i. \', ~~~~ ~ Ie _1~ ~ ~ , I ,\ \. )..,~ tA: Ii D : t\f\'~\. r::T~-Z:~ f; ~ ~ ~~)y::. ~ ~ \\.. ~ fiill[;~ ~ ~ i \ '" J (~ I\: ij I ~ ~~ ~ i\\'~~~ G ~~. .) I 1/ D ~~I I {) I &1 I I {))~ I /-- () I ~ri. \) 1//1 {) / / c ~! (4' () lou."RcP - J- . --tI- \ IIi \ ~742.78 I -730,Oll I t--ss_ I --c _S! () ) ) /, : ~ 'j (~ ,~ J TII~b ....,..".......... . I......~ ~~ ~J - -- ~ ~- .. ~~ ~ ~ II{t '\ \ ~Of: ~ I )0 II<~ ~~~ fu~ ~~ ::::0;( ~c ~t J , 1:c: "l lIE ~ ~ )I~~ --- ':~3, I "au"," f r ~ '" I ;---- - -_.-_.-""'- ,.-i';':F.--';;;;F~F~- ~ ! :-::-/-A --jll--If f-' ~TBACK ~~"~ ~ ~ P 'C .~ . -~ I ~ + -=----- -'---~ ~ ~ \' 7~;;-- :: ~~ ~~~~ ~~--__, r .,... - .... ;~- - '), ~-~-~ ~--~-;"-- ~ .-.r~~ '\ I V " ~.. -_ _ 0',: l/ _ _~-~----Y I .~:3' 'LO STORM E ~ .....r>.\:- :: ~ - - - -,; r'<' 3 ETBA - _ ~O 6 - 0~~ 40' - R _ "' - -v-y-.( ~/" ~ '- ,,- .- ~ ~ ~ -=--- ~ ~... _ or, ~P. CH ~~ ..x. ~ ~~~ - ~ - ~c.~~. S . 30.1 ." ~ .M. . l'U' _._ ....k ~ ~ I I ~ . OCK OiECK DAM-- ~ I I ) 'M ~ '" . SILT ~o ~ l~. ~~~~~ ;____-; ~ ~ ~ ~i I ~ ~ ~ ':\:"....."- I .~ ~~~r ~ ~ .~~~'-- C ~~ ~ ~ ~~'\--, r- ( Ln. S 40. ~ "" \ -, ~~..~ \\ ~." "\... ~ \.. - lie 'o.~ . ~\ +~. _ ~ QlA "{~~~~~ 1 I '\" 11(" -If If ~. ~l' "'" 1'>. ~_.~ I \ >l' \t l\ ( I f I" ~ '" ~ . ~LS1D30.f) t lEIlP, ooi STllUC11 ENlR ~./ I"i:' I -......--...... ~ /!.. .. /' ..... .;~ ~ ~ T \ 0. . ~~SH ucw 0: 'i.l!~ (,). .\\.~ ~ I \ ~ lo.. ;1~~~,~n 7'; I } 7 ~ ~ -, ~f ~~; - ~ - - - ~. ) ~ \\\...~;:..~t::'--~::~ ~ ~'~O ... '~~ ro---J. ~> ~I ~ 4 ) Ii :1" 4. ....... ~ \ ~. ~< -, ~ \ ~ ~ ~ jJ I '- "-- \; .. .' r: r\. ;: ~ 4 \ "" '> \ ~ \ \) \)1---. C'J",,- ,~'-. ~ / ,V - \-\~- ~\\\~-~~l (\ \-\~" ~~ ~ ,?~- .... .~~ --=-~ ,y, " L~~ 1'0 BE INSTALLED AT "- '" ~ ... .., .... .~:, ..' ~~. . '.-e',;, " , . ,d'5~ ':'~:;,:';i.Jt'I>.::,~Jf4~' . . :,~~/~ lY j~}~<' , . ,f.:'.. ..., ,.~ ,v :~.?') ,.~ . . ,. 'i,~~:'+; ',," _,:.... 1.'<-: _ ":"1' '~, - ':r:'-.4L:::':''',.<~ -\.,\:f~&':~~,~~1 :J V\, ..... r. ".. . ~..rWA~ ~ ',:> ,"~ . T "'-~"""r" - , ~ ~:',.,;:: . ~:~ t , : "_ . '-;'~ . ,:. .' ,:.,' '- ...,- ...-~ J ..C '", . . I " 't.. .... : .,-'_:...--:'r.:~f;'~,t'_..~:.'...?;~. '~ ~ jr$ "~'>";~,c..:~.'-.,.=r .1_," .,.:,', . ~~<-- ~ ~~ -~:~ ~~",~.'~~ '. . . .~ ,..:~~~" ' ,d';' :r. \ l " ..~-i~;"'~C~f1, .. :1jI' 't.." .. ! ~.'_ 1.( I 11A :0 ' 1; II 74&1' DWIG~~ ~II~^I 08 __ ;;: ~. ~~~ ;' (fl '-- 'W'" -- I ..... .. c ~ ". ''1.,.; f I ~ W~w w-w . . ~ II C\ ,"' , , '.. ,.' ......... _,-r- _ G -- G -.:... ......... ......-. SS--S$ ,__7~ :.l - . . ,-r I....~\ ~~ ~ I\~- J ORA 6\\\m _ u, ~~. \ \ \ '1 Ill' ~~ M ~~p. " <<+- \ )?- Of: ft r ~ LADDEN COUR-1 M.B.24 PG.15 ._- ~ 1 . ./"""' 1 09-301-40 GLADDEN. W,K. fc -....,HElEN R. .... Qt. a~ Ud zo.. w~ aN o . <(CD 5~ 1.--"":- ~ I . -'If1il ............. - 1 . ,,- ~ [ II ........ ~II "Lr ",*ES ,-; f~ -........::.. ~ 1---1 '\'(' \ ~{ f~~----- 10 ..... ~ I 09-301-49 . I eJ ~nDEN, W.K, &: . I( \ t c .. "'- ... - P. Sl 0 \hM.L.D STO , I " II 1/ ' BJl~ I~ ,~ I I la' , I ~ II i'V r () I I \ I 1 v Of: ~k? ~~J ''-'- ~ ;;; (I SHCri ~ ., .. ""- ... 'I ... , ~ __~ 1 . I I 1910 J\,. (~. , ~:L 7LT Dr~ .~ / '~-(-/ J; w~ A I: 'fER l:l: I) ~~ \ U11 'I! ./ t, ~.~~ Sll CE~ ~ la I / AI ~ SA...." I I IIC'ft W W S E ~ I , : 1I n C SlRUC'1lON. \ ~ rt~' ~~m'J~~ ~ ) ~)~j'l'/~ \ ~ .S~.~ I l-..~ h 'JIJlMS'58''itf'E \ ,~ I~ffj r J -.... \ - It) ... I 'I I I I _ ~{J I ~" i>I ~ ( ~ ,~ ~ .... - 'ffl. . p\ RAP ~ f I II l ~ .,: u..., Pm t2 V~ ~~~ ; ~ ~--1lU.._ ~ ~ ~ 1 V:l~1).1\0E,- ~OE-~+--OE~' ~ ~ \~ Y\ - ~~~S) ~ ~:",- l\lA- -- -.~ 1- .\\\ ~ {) .~ ~ "" ./ /"",/ {)) """,,-- " LO I ~. " O~ J7(;' I cP : I 109-30-' GLADD . W.K. WlF HELEN I I I /~ 1# a ~ I DEMOLIS ROAO~ J EXIST. STRU S I I / , \ \ \ 109-301-49 __ GLADDEN, W.K, &: L \ h\ WIFE, HELEN R'~.\: 1O~301~49 \ GLA~ W.K. &: \ FE, HELt.N 1'<. ~ ::-.. ~ __ --- o \ \ I \ I \ \ \ I \ \ ~;(i ~ l:l , ( I I I I i'> ,- ~ - ~ ~ -- ) \ ~r\.. , :/ ~~ ~< ~ . . _-rrr ,-/ ;v / - '14 11 8,4 ' 1 4.8 ' olaf ! _e~ ~ ~ ~~ ~ ~ ~ ~ L_ , au ~ ~ Gb ~ I , ~ ~ ~ .... ~ ::~ .N ....... di ~ ----- --- ~ ,," I ~ I~ \ j to-- \ ....... " "'~... ..r""'"""~ ~~"'~1 ~---- ~ " - -..j ~/\ \ I - ~ ~O~~ -- .J -..rr ~ ,.-.... wooD ~HED " {) ~~ ~::-GEldQLlSH &: REMOVE ..: ) EXIST. ~ I KU\,; ~ ,~, /-- . ,// } --4:. " - {) '- ... -.r .. - - ~\~ -\~\,: ~~~ s RM -;E ~ ~ _ ~~ ~ --" ~- ~ r -_L-- D I - -- 1 'K - - - -- - --. ......... -....: "- "- :::::, Jt.- ~o I \ I \ , \ , , I ~~~ I I' I~ !! ..... "t ~, II ,~~ i~ ~ \ I \ I \ \ : I~~, I ,\ \', I ',J L\ \ " r \ .. I I r I I I I I t I I I c---~1t I I I I / : J/I(t~ 0 11 I ~,~ ~ :L~ V Ir' .......'--- ~ ).........- .~t OE (R ~ \IE EX. P NE tJ .(jt- 7 --'" - / -j''V/ -/ (C.w.~p. 519t 40.~ rL (TYPo) ~ SCRlPllON RE't1S1ONS 6/11/97 5/18 7 DATE PROJECT lWIAGER FSC DSN~ BY GSG,PDW APPIt~ BY FSC FILE ~ 9726210.DWG DRAWIlG SCAlf 1".60' PRMCT OA TE JAN-97 PRO.ECT NUMBER 97262.10 PLOT "" tt It 1924 CLEVELAND AVENUE CHARLOTTE, N.C. 28203 (704) 3:34-5348 RELEASED FOR APPROVALS BIDDING CONSTRUCTlON RECORD DWG. DAlE WK DICKSON Asheville, NC Columbia, SC Attanta, GA Hickory, NC Raleigh, NC Englneera Plann... Survey0r8 .~ ~ ~" ,';>--",". '\_~j'. ' .,.' ".. " '.U'!;,.'.. ,.., ..."'...~I' . ,'" ,', ...' .'~f f,.,,;':;",''';'''.. J~ :i,,,, .' ,,'2" ~ .;.. n, :.,.'i~j"";;.~f<!i . ;., ,eli;. >,.~'j~'''''' 'i-,..,f-,,~~ . -.,::- ;:-<. '. ", J.... ~ ""~).,~,-~a,.~'-. ...,,~~-, :~.: >'J; ~\~~> ..l~:' :t, ~, T. <.. <t" 0; ",'.. ,......;..~... .>-..., , ~} :\':.~!r:f~~-:- -,.i. " ;. '.. '.S:'I~ t. .' ,. -'~'" .. - . J" "'"'. . " ..i ....J..;f; ....,.. .' , ~).~-,.: 'P::;"l' >,;'.., , , , . .... .,. ,i. .' .' . .. - . , " ..., )~, . , . ..., ,... .. f :. .4,. . .. ., ....:: ." . '., ,. ~-. - ~- +<:- . ~ . . '.. .",. ~ .',. "* ,j..,., .'. , '1 1"/=-"=\:T~:~ fI (>>I~. OITMI ~. AHO PfRMIT f'Idf:1tIWY COftP." DlGIUIS 2.. SET "" .~ v$lIftIIDCE otI .'It WJM f.ROSIdN a>>nMll. INSPE~ CF' M aTY ~ DEPNI'lNIHT ...... 3:le-2Ztl) 10 I'lISaJSS ~ COlil~ MEASURES. 3. INSTALL COflISmtJC"IOl 1IHTfWlC(. 4. IH$TAU.~, SllTFENCt. 0I'ttRSClN 1lI1OG .FLlIR ItASIM$. lREl , AND OMtll MEAIUMS AS .... (Ie P\.ANS, . aLAMlO C)N.V AS NEelSSAM' TO INSTAU. lHEIf OVAOD. I. YMn'M1..... CCIN1ML 0(w:8 III NIUlED. .. .==r:..=: - --'* &'IIllM ., CITY Of 0tML0TlI IIU'1C1ICMS t. _...... ""'''I; .. ......,.AIN lRCIlClN COIII1JtOL Dl't'ICII AS IGDID. .. AF1lR ~ 1$ <XlNP\.E1t. PRocaD .lH GRAOlNG OfIERA'llOHS AIlO IMSTIlLL STOMI ~AINAcr. WET POMOS Ate PeRM. DITCH 11. to. STA8lUZE SITE AS ARUS ". IItOUGHT TO fNSHED ORAOE. INSTAWNG INLET PR01EC11ON AT AU. S'ttI8f S'ltIUC1\IRES. 11. '!HE CONTRACTOR SHALL DlUGEN1l.V AND CON1lNUClUIl.V MMlTAIN AU. EROSION CONTROL DE\1CES ANO S1lIUCTUR!S TO ...... OClION, lH[ CONTRACTOR SHALL MAINTAIN Cl.06E CONTACT WITH 1HI CITY OF CHARLO'TTE EROSION CON1ROl. If8'ECTOR SO lHA T P8IIOQIC I18'[CllONS CAN IE PERf'ClRMED AT ~ATE STAOES OF CONS1RUClION. 12. VMEN AU. PROPOSEO GRADES ARE ESTABUSHEO, SEED AND WUl.CH ALL DlSTUItBEJ) AREAS WlTHtil 20 OA YS AND EST A8lISHING SLOPES NIt) REMOVE 1ENPORAAY WEASIJR[S. t3. ON-SITE BURIAL PITS REQUIRE AN OH-Sfl[ ODoIOUlION LANDFlLJ. ~ FROM '!HE ZONlNO ADMIN15TRA 1lON. ,,'- .' i JG ~....,... ">"'~"'l' t. ~.::o.c::r~":\I.~~... ,C."- ' COI<<RIL .... At 1IIU. .. "iiiL~ii . ANO IS SIJI.lICT 10 A ne. .'. .. . . .. 2. $TAIlUZA~~1m f'ClItM~OI . CON'IIOL ~ IEEDlNO IS 10 ACIC'4. .. . CXlM1IlQL. ..... OEHUOID AREAS NfQ ESII'IaN,.L Y .. . y R!QI.IRG AS ~T.(6 1tll. . CONS~ IltUOICE SHOWt ON lHE PlAN. AU. OMDD SLONI .., lIE SEiDIJ) Nfl) WLCHEO WlMN JQ DAYS (11 ~ Off. ~ ALL RE.WlINIIG AREAS AM TO IE -tEEIa AND IJIlA.C'4CD ... UIO DA'tI. a. TREE ~ IIUST. iMItIIUID __ NIt ~. ~~ ~"1IDf __....IIWA. 4. =...~=~. ,.. I. _ PUN 10 .. TIllIS 10 __ at IE IlI:lIII:MJD. CIENEJItAt. NOlES , . . 1," A~"", ,~",' !li!' _ _.. ! 1. ~ ~==.~:..__ =--.: VIItJM~.1N we ~ Ol'PlM _:::IflI.. ... ....':\1 ..' .. .~ ~J:.-"''''' ) ..... = ===-~.f#I/NMt :t:.-. ... 1M DCM'AlWIL ...-. .. .. oM NOT,. . . atA < '~T .;. . , !lL1' tJiibt ~ ....,. : '10ff0f f 1-.:~_llIGH~ ~ ieA ~__~ 1. "1 2:1 t." 2.$ o:n 0 fA a 211 2:1 U3X", 0.41 (; Ut 1111 2: 1 . 2o.HiII 0.1 0.4 0 . 2..0 . 1ft '=, 1.1. t.4 U 0 U I 1 211 I. 11.2 1 0 U . 1M . aLL o'U , I ,111 . '. A .!t: . 311 ., " ~ ...... ct. U '. .' . 21.. ~.,... 0., . ..S 10 ., 2:1 1,''''.. U 1.1 0 ::1.1 " 2:t 211 ...... tu 1.0 0 I.. M01EI I AU. aT ..,... 10 ~1O. C./Ill 0, STD. 3O.oe. ALL 0I1QICI " MAW ,. OF NJt'H( flOW DEPtH. .1 ALL IlfIOD .... 2:1 _ SI NfO ARE V-OlTCH. . DI'IQf 11 ttwL I( LM1'l ."'" STAAW/N'ILON F A8R1C UNINO. GRAVEL &: F'l.TER R" RAP ...... f6 (Co...l..D. S'1O. 30.01) COtUOf1) ARtA - 8.13 AC.:I: aMItAGE MEA . 11,:58 :I: \IOt1M: ltEClUlMD - 17.'14 CoF. \1OU.JME 1IH0'M'l . 22,880 C.F. BASIN SIZE: 8OT1'OW: 4t:f W, etf I., " 0 TOP: 14' W. 104' l WEIR IIOlH . 11' WIN. . ALL SlO( SLOPES a: 1 ..... & _AS.~st~~ AU1HCIItnID. e. AU..~Y$. ".~"TH 1ofA"HlJAL 01 .. ..tf~:1O ~'cmct~'rO, i 7. . CCN1'RAC"Nft.. 10~. __. . '. IMCIP .~.. .. . m Mf . ~~!',,;,. .. 'It.I:A'" · ~ .. ~ .... .'IIU.'. ~ _ 1Y~:NICIIIIlCT I~. .1' ; t.1ftt.lMYTAILI ......... . sm: /IIC~,.. .. . .' . '. ~fIt. 1t .t:N$llGR ........, . . MUST NO'lFt" 01" .. o.e . . IN. CMI UNSUrt.....MT- ' 0bAL1S '. . to. ANY EXi%SS SOIL 10 IE WAS& ON .... It JItItJoS. ~~~~~~Jr.r::k STAIlUZID SLOfIES. ,.". ~ACT~ .' 2.. AU. ~... fl... ..' . Fat. .. . UNES, WlltIt N#/j ~ . . . .... ETc. 1\) IE AOolUS1tD ... M .. .. WI) AS CAUJD NR ON 1M: \IloAIe. ~ 10 ~1E ~ '!HE flltCPP AUlHCRlD (aTY 01 OHMLOTlE U1'l.lTY C1PNtlWOll). 3. AU. l.MDSCAPl~. IMlINt 0llM- S1RUC1IOM !IW.L IE . 10 lHIJIt CMIW. ClOlCll1lOh AT. bIOG[. '" ~ (6 MS PUN IS NOT ~1ION 10 .... /lDJIIlJIJff p~ ... Il1IlD CONIll..... ....... cn- .... CON- ~ MUST tW4 tIIImDlllllA.f~iJ'jj FIQl THE O'MD(S) ~ MO!JBIM. I. A R!PMSOlT"1I'C 01 'THE 1M( 0IIIllMACE STAFF SHALL 0CI'!RWlN[ lHE NUYIEl 01 DII1IlG 'fREES VHCH YlIL.I. APPLY TOWARQS '!HE '!ME 0lQNACI REl>>J1IIMDftS Nfl) HOW MANY NEW lItEES WI.l. IE AMQUVIIED. sa 1ME PROTEC11ON DETAIL SHT.4 .. It!: loam. M 14. AI'Pf!IOV/iL OF MS PLAN IS NOT AN AUlHORIZA 110N 10 OlItAOE N)J/ltDfT PlIlQPIIt'fIES. WHf:N fIELD COICll11ONS WAMANT OI'fSITi ORADING. OClNTlW:1Olt WST HAIlE WRlT'l'Dl PERMISSIQII FROW '!HE ~ 1lUa.E ~ 15 AU. EROSION CON'ntOl WEASUAES SHAU. BE CONS'nWCTED IN ACCOROANCE W1lH '!HE NC ~ AND ~~ PUHIlINC ~~CEU.~O ClTY~~~~ ~ ~Nl'lWENT. Ie, AU. .S'ID: NU\ot8ERS REFER to '!HE CHARl.OTTEJ\l[CKI.EN8URG l.AHO ~ENT STANOAMlS MANUAL. 17. ClRAOINQ IoIORE lHAN ONE AatE WITHOUT AN APPROIJED EROSION CONTROl. PLAN IS A -..oLA'IION OF '!HE ClTY'S EROSION CONTROl OIIlOIHNiICE AND IS SU8J[CT TO A F\Ht. 11S. FAlUlRE TO SCHEOULE AN ONSITE ~ WllH lHE aTY'S EROSION CONTROl COOROINATOlt 48 HRS PRIOR TO ANY L.AHO 0IS'I\JR8ING ACl1't1TY IS A VIOlA lION OF CHAPTER 18 OF lHE CITY CODE AN{) IS SU8JECT TO A F1NE. -' ~ \ ORA VEL &: FILlER RIP RAP BASIN 11 (c...L..O. 511>. JO.01) DOIUDEO AREA . %.a AC.S: ~AlNAGE AREA - 1.1' S: WWME ItEQUlllEI) - 2.OM c.r. 'oIOLlJIJC ~ . 2,312 cr. IASIN SIZE: BOTTOM: IS' W. 30' I., 5' 0 lOP: 32' W, .7' L. ... WlDlH . 10' .... · AlL sa: SLClf't'S 2: 1 OItA\'EL &: P1l1P IlIf' lW" BASIN 12 (CW.L..D, sm, 30.01) DENVOEO NtI.A - 0.20 AC.:I: DRAINAGE AREA . 0.20 S: VOUJNE REClUlRID . 3eO CF, VOl.UtooIE SHOWN - 572 cr. 8ASIN SIZE: BOTTOW: 5' W, 10' L. .' D TOP: 22' W, 27' ~ WEIR WlOlH - 10 11M. · AU. SID! SLOPES 2: 1 ORA IJEL .. P1l TQt RIP rt,." BAlIN ,., (c....L.O. rro, 3O.ot) llINUOID Nl'l.A · 0.41 AC.* ORAINAOI IltEA - 0.-42 :10 \Q.UlIlE IlIQUIM>> -758 CJ'. a._ IMO'M'l - 1'-2 c.F. IASIl m: IIOT'TCM: to' W. 2ft I., 4' 0 toP: 18' W, 37' l ... WIOTH . 11' toIIN. . AU. sa Sl.QllES a: 1 GlRA WI. &: P1llER ... AAr' &teN f4 (c....L..O. 11'0. 30.0\) DENUOED AI<<A - 3.M AC.:t ~AlNAQ( NIU. - 3.34 :10 WUM RlQUlflED . I,Ot2 qJ'. 'oQ.IJME SHOWN . 7.172 C."~ BASIN saI: . 8OTTOIil: 30' W. 10' L. 5' D . toP: 48' W, 7~ L. _ YMllH - 10' loIN, . ALL SID( SLClPfS ~ 1 OItAVll .. Il.mt R1P RN' IASIN II (CMU. S1D. 3Q.Ot) 0DIUDlD NI/Uo. . 5.1' AC.* ~AJNNI( Ntf.A - .. n S: 'o"OLlJWI ItEQUlAED - ',288 U, 'o4ClI,uwt SHOWN - 10.432 CF. 8ASN SIZE: 1OT1all: JO' W, eo' L. e' 0 lOP: 54' W. 54' L WElrt *,'TM . to' loIN. · AU. SlOE SLOf'IS 2: 1 CRAWL .. P'Il._ ... rtJ# 8ASIN II (CM.L..O. STD. .01) DENUDED AREA - e.04 AC.:I: ~AINAGE AREA - 13.4 i: WWME R&;QUlMO - 10,672 cr. 'oQ.lJME SHOWN . 14.180 C.F. ItASIN SIZE: IOT'/OIIt. 30' W, 60' l., 7' 0 lOP: sa' W, as' L WEIR lMOlH - 13' MIN. · ALL SID[ SlQllf;S 2: 1 109-301-01 REID, ROBERT M, c!c WIFE, HAZEL G, 109-421 -03 ~ ~ST, ROBBIE K. () 1 \ \ \ , ~ \ l Ie. ADOIllONAl. MEASURES TO CONTROl EROSION AIlO SEOlNEHT 101 A Y BE REQUIRED 8'f A REPIlESENTA1WE OF '!HE CHARLOTTE ENGlNEEftING DEPARTMENT. 20. ANY L.AHD DtSlUR8ING ACllvrTY > Il. ACRE REQUIRES COWPUAN~ WllH ALL CONOIl1OHS OF THE OOO/iL PERMIT TO OlSQolARQt STOMI WATEft UNOEIl M NAl10HAL P<UUTJiI'lT DtSCHAItOE t:LNNAlION SY$TEW{PERloItT NO. NCGOtOOOO), ANY PERMIT NONCONf'UAN~ IS A w:JI.Al1ON OF TME Cl..EN4 _TER ACT AND MAY REQUIRE EHFOItCOfENT AClION BY '!HE NC DEPT. OF EN\IIR., HEAllH AND NA MAl. RESOURCES. (FOR QUESl10NS CONTACT 1oI0000SVIllE REO ONAL 0l'F1CE WATER OUAUTY ST,," AT eas-ttM) 109-301-14 109-301-51 FINK, ROB7 / ~KEL, J/E C. '10; 3';; 15 _ - "'.. '.- - - , ~ LV' . .... '" "'-- - &: ,..::c.. I \ 'l " --'>i. ...--- -1 \ () 109-301-43 Ina-"'1-03 " GORDON, CHARLES E. FQ X, JAIIES g.....&: WlFY / / / / Y ~FE, BARBARA H, - ~ .lIlll.tlTA G. '.L/.L / /. / - o (? () 1. D 10 ":I{~~ R. &: ~~- - - ...... ...... ~ ~ fi ~ ~ ~ ~ lj_ _ \ 1\ \ ~ - ~ ';':~~~:-p~"m,aA _~,.. __.~~._~.-:.~~~ _ - _""-------.;;;: -"-:';;;'1\ ,/\\. D'HARA s. .- ::' - ~~HIC :;'" ---~---=-~ r: _ ~,~lj.~\-,--------:'- _ '" i ~\~ '\ \,"~ ~ _ '\ ~ _ ,~421-05 \ '~ \ ~ , \ \'\ ) TA1~ 4~1~~~ERY w.' \ \ \.\\ j~ \ l \ \ \ \ \ \ ~\ ~ ~~~- \ \ ~,\ ~ \ \ ti \ \ ~-l1 \ \ \. " ~Qr \ J \ 1:F- -,' " " " I I'" T ... --; 1\ :\ :\ C "" J f , ~ 109(;21-09 " Rl "SR N 17"":: ~ ~ \ kAG[ , PAULA ~- , "" iIlIIr \ \ \ ( -- ORA "Rl:~ "', \ '\ ~HO ~ ~~ ~. W/; ~ HA' AW V. ~ .~.. l'-" ~ '~J- -~ ~',' ~ - ~ - \ ~~,'2. ~ ~u'.lc S. w+ \ ~ + \\\ ~~N ~~ ,"'''' ~ ~' T \ '\"\...... \ \, 1;.a.. \. ~- ~"N ---- _ \\~...._~ _ __ \ ~ ~ ~\ ~1 - ~.~ \ \ ..~ ~~. ~ \. \' ~~ . ,- - ~ - ~ ~- - ~ ~ ~ ~ ~~-~'~~' y.::J . ~~~~" ~ - . ,~ ~\\_ __~-/<:;;;~:~,:S/'~'-~\_-- _4~__ ,~_~~~'--~ -~~~~~ / (~ \ , '"/ ~~~RUNSON "" ~ -~ ~ '- ~ (BY ENTIRETY) , \ , , \ --- -- ---- - \ ~'--- -- - - ~ '--- o ---- ~ \ \- . ~\ -< '>~$ 109-421-07 \ o R, CRAIG P. & WIFE, MICHELE A. - ..... ..... ~EP --- SElII ..... ..... - ..... - ..... ..... ..... 109-421-08 YO G. FRANKLIN O. &: WIFE, JULIA C. - ... >~ I ..... ..... ..... ..... " ~----_.- " ~ ~ ...... .......~ -...... - " I I ~~:---. ~ "S'::::-" S~l& ~ " - " " " - - , sr;':J'dA 1f$J ~,~; to" ... , IfF . t/ ~".~ - .. 1 : . . : ,= ..(~. ; 1. .tl,!:~'"'r: . '~Zl)," L~~~~~ft.l _'W..1.:~W;.~q - CIRCUMFERENTIAL ROAD ASUBOIVlSlON/tNF'RASTUCTURE PLANS A1JJEIJMMLE CROSSIN~, . CHARLOTtt, NORm CARouNA INITIAL CLEARI.NG. DRAlNAGE'AN~O EROStON C~~.': '..... ' '.. '. ":., .~~ '. l','f~ '~I I ~ . ....~1-:":1'-. ~"'..l ~.t\ ':O'~: ',. t ~I ,..,: / -: a:: ~ :s z 0 1= a:: w 1Il ~ I I I ~ < 0- u... w a:: x ] I I w I ~ I I z I J Z CDi 0 Cl!~ w 1= ~Ig ....J a.. G: 0:: ~I~ 0 u 1Il lX....J 0 W :;)w 0 0 1IlG: u \. I W-W-W-W-w_w_ 18 PROlECTlON ., GRADING HOlm I. N{Y GRADING BEYOOD THE lMTS (;E DlS~ (DOUl[D AREA) SHOWN ON THE PI.AH IS A 'AOLAllON OF QTYS/OOUNlY'S f1i'OSION CONlYfO\. ORDIN~ AS lEU. AS 1IONNG <<[GUlA11(lNS / <XlHOl1lONS AND IS SUB..E:CT TO A F1IilE. , 2, STA8IUZA nON IS THE BEST FaIiI (;E t:JlOSIC>>l CON11tOL. 1EMf'IOIlMY !EEDlNG IS NECESSARY 10 AOCW: .... CXImIOL ON l.NtGE DENUDED Nff:AS AND ESPECIALLY 1ItDt SPtOF1CAlLY REQUlA!D AS PART (;E THE CONSTRUCTION SE~ !lHOIN ON lHE PLAN, All GRAOEO SLOPES MUST . SEEDED ,t,Nt) loIUl.CHED WllMN 30 OA YS (;E COMPI.ETION OF GRADING. AU. REhlAINING AAEAS ARE TO BE saDED AND MULCHED WITHIN 120 D"YS. 3. 1ftEE BARRICADES MUST II! lNSTAUm BEF(lR[ A10lY DEMOUTION/ ClEARING/ GRADlNGI CONS1ttUClION. AND NOT REMOVED UNTIL AFTER ANAl INSPECllON BY URa"" FORESTER. 4. NO SOIL DISTURSANCE OR COMPACTION. CONSTRUCTION TRAFFIC. lIURl"L PITS, lREN01ING OR OTHER LAND OlSlUR8lNG M:T1'ATY WIlL . AU.OWEO IN THE "TREE PROTECTION ZONE. 5, SEE PLAN TO SEE TREES TO IIDtAIN OR IE ROIOlIO. 6. A REPRESENTAlM OF .. .. ~ lUfF IIWJ. OU~:1rl R.I( .. NUhlBER (;E DIS1IND 1NES IIICH -.&. III'fIt. Y 1OIWI)S M WE' 0RIlIW:E REQUflEWBnS ,.. HOW tUIt't NEW 1MES -.L. 8[ IlIlB1IIIIlD. SEE TREE PRCnEC'OON DETAIl SHT.4 2' MIN. EROSION CONTROL SEQUENCE ,. OBTAIN" GR"DlNG PERMIT FROM THE OTY OF CHARLOTTE. OBTAIN APPflOVAl AND PERlAlT FROM ARMY CORP OF ENGINEERS 2. SET UP PRE-CONSTRUCllON CONFERENCE ON sm: WITH EROSION CONTROL INSPECTOR OF THE on ENGINEERING DEPARTMENT (PH. 3.36-2291) TO DISCUSS EROSION CONTROl MEASURES. 3. INSTALL CONSTRUCTION ENTRANCE. 4, INSTALL SILT TRAP, SILT FENCE, DIVERSION DITCHES, FJL TER B"SlNS, TREE PROTECllON, AND OTHER ME"SURES AS SHOWN ON PLANS. CLEARING ONLY AS NECESSARY TO INST"LL THESE DEVICES. ~. lAAINTAIN EROSION CONTROl DEVICES AS NEEDED. 6. REQUEST ON-SITE INSPECTION BY CITY Of CHARLOTTE INSPECTlONS DEPARTMENT. 7. BEGIN Cl[AAlNG AND GRUBBING. S. WNHTAIN ~ CONTROl OE\'lCES AS NEEDED. t. AF'I[R ~ IS COUPlL1E. PROCEED WlTli GRADING OPERA nONS AND INSTALl STOlW ORQI~ WET PONDS AND PfRfol. DITCH #1. 10. STA81UZE SIlt: AS AREAS ARE BItOUGHT TO FINISHED GRADE. INSTAlUNG INL[T PROTECTION "T ALL STORN STRUCTURES. ". THE CONTRACTOR SHALL DllIGENlLY AND CONTINUOUSLY MAINTAIN ALl EROSION CONTROL DEVICES AND STRUClURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE CITY OF CHARLOTTE EROSION CONTROL INSPECTOR so THAT PERIOOlC INSPEC1IONS CAN BE PERFORMED AT APPROPRIATE ST"GES OF CONSTRUCTION. 12. WHEN ALL PROPOSED GRADES ARE ESTASUSHEO, SEED AND IolUl.CM ALl DISTURBED AREAS WlIHIN 20 0" YS AND ESTABUSHlNG SLOPES AND RElAOVE TElAPORARY MEASURES. 13. ON-SiTE BURIAL PITS REOUIRE AN ON-sm: DEMOUTlON LANOFlLL. PERMI T FROM TliE ZONING ADMINISTRATION. '4. APPROVAl. OF THlS PLAN IS NOT AN AUTliORIZA nON TO GRADE ADJACENT PROPERnES. WHEN FJELD CONDITIONS WARRANT OfFSITE GRADING, CONTRACTOR MUST HAVE WRITTEN PERWISSlON FROM TliE OWl'<ER BEFORE PROCEEDING. 15 ALL EROSION CONTROl MEASURES SHALl BE CONSTRUCTED IN ACCORDANCE WITH THE NC f"ROSllI\I AN) SEDIMENT CONTROL PLANNING AND DESIGN MANUAL U.s. DEPARTWENT or AGRICULTURE. U.S. SOIL CONSERVATION SERVICE AND CITY OF CHARLom ENGINEERING DfPART\lENT. 1&. ALl .SlO." NUMBERS REFER TO THE CHARLOTTE/MECKLENBURG LAND DE'JELOPIIENT STANDARDS MANUAL GRAWl. . f1L TER .. RAP IWItl (c.w.L.D. STD. >>01) DDIUDED liMA - 1.12 AC.:I: DRAINNllE /tIIUl - 1.12 * \Q.lJWE ~ - 2.OIt c.F. '4IM !HOM - z.JlI c.F. ~ lIIZE: IIOTTOM: 15' .. . L. 5' D la': 44 'W, rAt I- IEJR WlDlH - 10' .... . ALl SIDE SUJIES 2: I Wl. . fI.. TER .. RAP BASIN STD. >>01) N([A - &74 -17 * 2.Il2 CI. CI. ...... . FlLTER .. RAP BASIN ,. (c.M,LD. S1D. 30.01) .-MIlD Nf/E.A - LIZ AC.Z DltAIIAGE AIlEA - a.t3 . ~ RECllJllIlI!) - t,57I CI. .......,.. $HOIMlI - 18,432 c.f'. '*' .zr: IC)T1'OM: 30' W. 80' L. I' D 1W: 54' W. 14' L _ W1DlH - 10' .... _ AU. SIDE SUlPES 2: I _\6. . Fl..TER RP RAP BASIN (C.W.L.D. sm. 30.01) DENUDED ARE.A - 3.()4. AC.* ORAltAGE: AIlEA - 3.04 :t Ylll.UME ~ - a.472 CI. WlUM SHllIIIC - 7.1'11 CI. .--- IOI"ftIIt . .. . &. 41 D ........L ._"'.W-' -____2:1 GENERAL NOlES 1. THE unUlIlS AND THE LOCATIONS THEREor, SHO'IIN ON THE DRAWING, REPRESENT THE DESIGNERS UNDER- STANDING or EXISTING UTlUTlES IN THE CONSTRUCTION ARE.A. THt CDtiIRACTOR SHALl VERIFY THE LOCA TlON. DEPTH AND EXISTENCE OF ALL UTILITIES (ELEC1R1C"L. MECHANICAL, WATER, TELEPHONE, G"S, ETC.) WITHIN THE CONSTRucnON AREA WITH THE O'IINER AND/OR THE APPROPRIATE UTlUTY COMPANY PRIOR TO BEGIN- NING ANY EXCAVA nON. THE OMISSION or. OR THE NOT TO BE CONSIDERED AS THE NON-EXISTENCE Of, OR A DEFNTE LOCAllON OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTlUTlES SHALl BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT V-LOCO (600-&.32-494~). 2. AU. EXISTING WAlER, SEWER, STOAIiI ORAINAGE LINES, W[1Ut /tMt) VAt..'CS, P<WIP POlES, SIGNS, ETC. TO IE AD.USTED /IK) IIIO\€t) AS REQUIRED :4.ND AS ~ FOR ON 1HE PLAH$. CONl1tACTOR TO COOROINA TE WllH 1HE ~ Al/1HORIllES (CITY Of' CHARLOTTE UllUTY OEPMNENT). 3. AlL LANDSCAPE AREAS DISTURBED DURING ca.- STRUCTION SHAll BE RESTORED TO THEIR ORlGlHAL CONDmOl< AT CONTRACTOR'S EXPENSE. 4. APPROVAL OF THIS PLAN IS NOT AUTHORIZA nON TO GRADE ADJACENT PROPERTIES. WHEN FJELD CONDITlONS WARRANT OFF-SITE GRADING, CON- TRACTOR WVST HAVE YlAITTEN PERWlSSlON FROloI THE OYNJl(S) IlEFORE ~OCEEOING. 5. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES "S REQUIRED BY STATE AND LOCAL AUTHORITIES. 6. ALL DRIVEWAYS SHALL BE IN M:COROANCE WITH MANUAL ON STREET AND DRIVEWAY ACCESS TO NORTH CAROUNA HIGHWAYS. CONTRACTOR TO COORDINATE WITH CITY OF CHARLOTTE. 7. CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO ENGINEER FOR APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO M"TERI"LS OR CONSTRlIcnON SHALL BE APPROVED FIRST BY ENGINEERING PRIOR TO CONSTRUCTION, 8. TOP SOIl TO BE STRIPPED AND STOCKPILED IN AREA DESIGNATED BY ARCHITECT / ENGINEER. ~. AHY UNSUITABlE MATERIALS ON SITE "RE TO BE OUAUFlED BY A GEOTECHNICAl [HQNEER PRIOR TO ROICWlNG. CONTRACTOR WUST HOTlf'Y OWNER OR OWl'lER REPRESENTATIVE IN CASE UNSUITABLE MAT- ERIAL IS UNCOVERED. 10. AHY EXCESS SOIL TO BE WASTED ON SITE IN AREAS OESl<lNA TED BY 0Vl1'lER OR 0'4IlER'S REPRESENT A TlVE. SOIl TO BE WASTED AS lIUCH AS ALlOWED TO ENSURE STABlUZED SLOPES. Wi "'-7H.~\ 1NVoo7~ 109-301-49 GLADDEN, W.K. &: WIFE, HELEN R. !-- IX :.::::J o'fl Oti zo.. 1.L.l ...... ON o c{i.D .-1 ~ 0..0<.': SILT )ITCH 0- ART lDT RIGHT CIWMI.. C~ "W.~ .. . SIJPE SIDE !l...OPI: SJlIII: '" I"" 2:1 2:1 o.<mI 4&.4 1.7 0 7.' 2 2:1 2:1 2.1a .... 1.0 0 .:s.a 3 2:1 2:1 1.37.11 U 1.1 0 12 .... . 2:1 2:1 0._ 5.2 1.2 0 1.1 7 2:1 2:1 0JIQll 5.2 1.2 0 1.' e 2:1 2:1 0.... 31.0 2.3 0 2.t 10 2:1 2:1 4.Me 30.0 1.5 0 &t HOlE: ~ ALL aT 0ITQlES TO CONf'ORM 10 CJU..O. STD. 30.05- 2 ALL om:tU 10 HAVE I' (;E ~ ABOVE FlOW DEP1H. E. ALL IlI1CHES HAVE 2:1 SIlE Sl.OP[S NG NIlE. V-olTCH. ~09-421_03 OST. ;8BIE K. - -'-- - -- --~- 109-301-49 ----+LADDEN. W.K. & WIFE. HELEN R. _BURY EDGE " WA'TlIG .. DEEP SOIL TYPE: H.....~~\f . TOTAL PR~CT Nt. ~ TOTAL DENUDED . 2 . 8 A COCONUT FA8RIC(NORTIi ANERlCAN GREEN C-125 BN) OR APPROVED EQUAL '.. "'.. . . DO 12~ .- ~ t ..""'... -! 118- PILOT CHANNEl. "',NOTES: 1. COCONUT FAIlle -ItlBE INSTAUm PER MANUFAC1\JRERS SPEc. ............ I WITH MANUfAClURERS REPRESDfTAn'tf: PRDilEHT DURING APPIlCA'OON. "'t 2. COCONUT FABRIC TO BE INSTAUm UNOtJc:it.t.uw WI1H ANNUAL R'/E. , INSTALL TOP OF ItlATnNG A .... OF 2' PAST II 0'tf:R TOP OF SlOPE. " 3. DITCH DIMENSION TO BE EXCAVAlm ARST, 1HEN DIG OUT FOR RIP-RAP. I ... AU. B1o-ENGNEERING BY OllER$. I ~ USE COBBLE R1\tRSTONE AT BOTTOt.I Of' PILOT CHANNEl... I & {) 0 I \ \ \ I \ / \ I \ I \ I / \ \ ClASS I RIP-RAP 1lr1HlQ(jMN. 17. GRADING lAORE THAN ONE "CRE WITHOUT AN APPROVED EROSION CONTROl PlAN IS A 1,10LATlON OF THE CfTY'S EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FJNE. 18. FAlUJRE TO SCHEDULE AN ONSlTE "'EEllNG WITH THE CITY'S EROSION CONTROl COORDINATOR 45 HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOlATION OF CHAPTER HI Of THE CITY CODE AND is SUBJECT TO A FJNE. o \ ~ '" 'l ,..- '" ~ o " ~ ..\ \ 9- \ '" ~ 109-301-49 GLADDEN, W.K. & WIFE, HELEN R. 19. ADOInONAl. MEASURES TO CONffiOL EROSION AND SEDIMENT lAAY BE REQUIRED BY A REPRESENTAnVE Of THE CHARLOTTE ENGINEERING DEPARTMENT. 20. ANY LAND DISTURBING ACnVlTY > 5 ACRE REQUIRES COMPLIANCE WlIH ALL CONDIl10NS OF THE GENERAL PERlAlT TO DISCHARGE STORM WATER UNDER THE NAllONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(PERMIT NO. NCG010000). ANY PERlAlT NONCOMPUANCE IS A VlOlAllON Of THE CLEAN WATER ACT AND lAAY REQUIRE ENFORCEWENT ACTION BY THE NC DEPT. OF ENVIR., HEALTH AND NA ruRAL RESOURCES. (FOR OUESTlONS CONTACT lolOORESVlLLE REGlpNAL OFFICE WATER QUALITY STAFF AT 663-1699) ! 109-301-14 I 109-30'--51 \ , FINK, ROBBIE C. j SJUKEL, JAMIE C \ I !~ /~ ! \ --:)--- -/-\ ~ "'0 I ~ I I \ 10\ 301-4-g-' \ .~ GL'lci;<N, W,K. & \ ,FE, H~=- _.~~ .- 109- 301.-01 REiD, ROBERT M. & WIFE, HAZEL 109-301-43 GORDON. CHARLES FE, BARBARA H. 109-301-03 c FOX. JAMES (2....-& ~ JUANITA G. 1 9-421 -04 SH OYER, PATRICIA 'HARA S. .--" ",-~---- --- w. -- r; - l;". \% \ ~ \ \ -- ') --- .....-.... ~;s--' --' } 10ge21.-09 (AGE, PAlJLA J. ~ __- -- -. ....---- .... ~. ---~ ,..- \ I \ II I I ) I----l~ ct, l I , CQN1RACTOR TO USE THIS AREA FOR __ AS REQ'D ANOn ~ WITH ... AND TREE PLANDmS(SEE DETAIL SHT.7) DO NOT DISTURB MEA NOR1H OF 740 CONTOUR ~ CIA. Y AREA SOUlH OF 740 CONTOUR FOR BORROW 4 ROCK QiEQ( DAM Ct.ALD STANDARD 30.10 &. 5 IIEV. PDW. D1lOt 7/2JJ/87 __ ~ REV.fICH)S PER NCDEHNR CONNEHTS 7/8/87 4 1DO FEHCIHG, REV. ENTRANa: STA 7+OO:t: 5/2:5/87 3 IIEV. SHADED AREAS 8/12/87 2 REV. GRADES. DRAINAGE 8/11/,~ 1 REV. GRADES, DRAINAGE ~/18/97 REV. NO. DESCRIPTION DATE REVISIONS PROJEC T IiIANMIEIt DRAWING SCALE II 1924 CLEVELAND AVENUE RELEASED FOR DAlE FSC 1"=60' CHARLOTTE, N,C, 28203 bSN /DRN BY PROJECT GAlt WK (704) 334-5348 APPROVALS eSG,PDW JAN-i7 BIDDING APPROVED BY PROJECT ...-ER Engme.s DICKSON Asheville, NC Columbia, SC FSC 97262.10 Planners Atlanta, GA Hickory, NC CONSTRUCTION F1LE NAME PLOT 01.1[ SUf'W)'DI'S Raleigh, NC 9726210.0110 RECORD DWG. MASS GRADING, DRAINAGE AND EROSION CONTROL ;rJ ~ t~' . . {t/V'/\"":" ,. 1.t. , ..' ;. /, " ,,'f '_., ~ '04~~. _' '...-1 " _, ..' I '.". :- 'r -t' '. /, . " ~ CIRCUMFERENllAL ROAD SUBOlVlSlONjlNf'RASlRUCnJRE PLANS ALBERMARLE CROSSING CHARLOTTE, NORTH CAROLINA , , " L '(, ... -:;.,. L'~ .... ~' .: .....1 :.:', \..- .. t',,_ ;: ,. , ~. ..-" Q. ~: 0~,U~~1