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Home My WebLink About20051814 Ver 1_Site Plan_20060112 1) ALL NEW ROADS WILL BE N.C. D.O.T. SPECIFICATIONS DESIGNA TED AS PUBLIC 2) ALL LOTS WILL HAVE INDIVIDUAL WELLS AND INDIVIDUAL SEPTIC TANKS. 3) ALL LOT AREAS OR EQU AL TO 4) THE HOMES ON LOTS YEARGIN CIRCLE. 5) THE HOME ON LOT 6) ALL TAR-PAMLlCO / / \ \ ~ ~ / - g~ ~ II / \\J a ~I co \OJ -< ~ \ c: ::0 Ol I() O~I ~~ ~ I \ \ NOTES TOTAL PROPOSED TABLE 2) 50.526 59,221 168,000 (4000 S.F. PER LOT) IMPERVIOUS 10.32% - ~v ADOPTED FROM P B. 25, PG 129 IMPERVIOUS SURFACE TOTAL SITE AREA (PHASE 1 AND 2,200,925 S.F. ROAD IMPERVIOUS LOT IMPERVIOUS BUILT TO AND AC. S.F. S.F. PROPOSED PROPOSED '. , ,. , '. " . ~ \ , ) c:, ". .\.. "........ ... ~ ~'.... ". '"'\''' .'.... ". '\ " ARE GREATER THAN 40,000 SQUARE FEET. 36 & 42, MUST FACE " / ..... ~ - - -. ~.. -,,- "- BUILDING SETBACKS '. " "'--'..., 50' "cSi: 15" \, ! ' o , 0 , , . . o . o I , : .' , " I ,. o I '. I " ,,"""'.. " "',\ '. MINIMUM FRONT REAR SIDE / '. ", ,---. "- .... --.. NOTE: -THIS PROPERTY MAY BE SUBJECT TO TAR-PAMLlCO RIVER RIPARIAN BUFFER RULES. "', CALL N.C. DIVISION OF WATER QUALITY TO "~ERIFY (919-571-4700). MUST FACE BROOKSDALE DRIVE. MUST REMAIN UNDISTURBED. 1 BUFFERS " -. , , .... ( I '. , '. '. -"-. '. -.---. ". '. .. -.. '. : . '. '.. " ....~.........:.... ...... ":..~ \, ~, '. '. " ! ~.... , , . 0 : \, " . ..._...,~" '. .. #,.... ~...- ###oJ " '. '. ...-...... .. .. / N/F RALPH C &: MAE BLACKLEY D B 660, PG 297 PB 16,PG 113 PIN II 1837-18-9113 ,....... .' '. ###- ", , . . \ .. ,/ ,/ ,--"" '. .' LE!GEND: ... -..- ,/ '. ". ---_## . ' , . , .... ) '-. "- -.~- "._## N/F STEVEN H &: SHARON K LAZARZ D B 869, PG 238 PIN II 1837-27-3396 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ./ ./\ N/F BRENDA KAY PEACE DB 712, PG 426 PIN /I 1837-28-~3' ? ,- '. . '. ... .... N/F CHRYSTAL DAWN ENGLEBRIGHT D B 864, PG 928 PIN II 1837-28-3115 '. '\ ) .' ..------- : 1001' ",'."110.01' :' ,/ (I iJ r T ., r .. 1 I 1 I 1 1 I I ) . 1 1 I I j \ \ \ I \ \ \ \ \ \ \ \ \ \ \ / \ 1 , )" " 1 , . . . o 100' TAR-PAMlICO RIPARIAN BUFFER ) \\ \.." ,~ '..', "~, , "',' . 'J~ '. """ "" '. " '~,'" ""~ ~'~~~ . '. "', ~ "'. \, '. ", \...."... N/,F .. "'. CENTU~ BANK TRUST , 'H~IT~ ADAMS .... '~a 8~5, PG 785 '.. PB 25. PC 129 '''~f6)~8:''~t-7481 9622' \ .. , '. '" / '-. / / : I I' . I / " / ' , " " " : .-.... - --.' .....-.. -...-....... , " .-. ...... ", ... ---....._#-"', _.- ........-... /' ,,' ------- - -'... ,/ ,-,' '-..--....-.. " .' . " ,-..-...-..",- -_##- ,/ "",,"/ r#./ .' "-'-" ,,' '....... . , . . . . , \ -'~ ..- _#.- , -- ..-~ -- ..- ..- ,/ / __--........._J......................... 1\' \ ..... ___ ___ - ....... - I ~ -- -r "' ,.,.. -- "'-oJ ", ",-.. ........ .".. .".. - - ~ ".1\ \ \ ..- ~ ",,- ---" . . . . . o o . . . N/~ JEFFREY 0 :PREDDY D B 622. fIl; 285 PIN II 1837-~,7-9965 , . . . o . . / " ./ - # #- ;_#- - -- . ,/ --_#-- ;:/ r--./ .'~ ." -:.:...-.-~~- -~.' \.---- -- /\. /'" "- " -- ./ --- --- -....... - """'""-- - - ~_./ / -- " -- -- - ~--=,,___/ r- --- " _J - - SITE DATA PH ASE 2 N/F AMANDA DIXON &: LAURA CRABTREE D B 2003, PG 255 PIN II 1838-41-1723 LEGEND: (~ 4 \\<(~ ~', /\\~' a,@J<@' 1- ~ "", ~ #" ~~ "~",, <),?..,>~~; .v \ ' ".~'i;,,,, ~ v \~\>-~~ ~'<' ;f:-'~ :f' ",-p ~ "-,~ '* TOTAL AREA (TO BE SUBDIVIDED) 21.578 AC. EIP - EXISTING IRON PIPE EPK - EXISTING PK NAIL NIP - NEW IRON PIPE SET R/W - RIGHT OF WAY CA TV - CABLE TV BOX EB - ELECTRIC BOX TEL - TELEPHONE PEDESTAL PP - POWER POLE OHL - OVERHEAD LINE LP - LIGHT POLE WM WA TER METER WV - WATER VALVE CO - SEWER CLEAN-OUT ~~~~;j - UNSUITABLE SOILS AREA PRELIMINARY SUBDIVISION PLAN FOR BROOKSDALE SUBDIVISION PHASE 2 LESS R/W 1.021 AC. NET AREA 20.557 AC. I <t I 50' RIGHT OF WAY I OWNER/DEVELOPER: TOTAL LOTS 15 C&M INVESTMENTS 650 JOHN SANDLlNG ROAD FRANKLlNTON, NC 27525 (919) 494-1041 I:: 6'~ 6' I SHOULD~R I DITCH l' PER FT AVERAGE LOT SIZE 1,370 AC. -8'~20' SHOULDER I l' PER FT ......... .... 0.. PAVEMENT I 4" PER FT REF: D.B. 968, PG. 248 BRASSFIELD TOWNSHIP GRANVILLE COUNTY, NORTH CAROLINA TOTAL ROAD LENGTH 779' 8" ABC .00.. .......,.. LOCAL RESIDENTIAL OWNER: BLUE SKY TIMBER PROPERTIES, LLC PROPOSED USE RESIDENTIAL SINGLE FAMILY SUBDIVISION """,,,,,, ,\'\\~\-\ CAfi: "'" "0<(0.. ............ 0(. '... ~..~ ......o'f ESS/O.'....ft, ~ .. .: ,,~ ~ '. -T7 .. ..., ~.,- =! SEAL \ = = i l-3794 ~ = .... .~ . ... -:. ~"'.""71" oQ::- i :: ':;., ~"...? SUR'J~.....00,...:- ~,/",/Y...q ?.....A.....~\O,,'.. 'III~ . I'"~ . '}Y~ R e VISE-D / - 12 - ()~ TOTAL DISTURBED AREA 1.5 AC. I HEREBY CERTIFY THAT APPROVAL WAS GRANTED TO THIS MAJOR PRELIMINARY PLAT BY THE GRANVILLE COUNTY PLANNING BOARD AT THEIR MEETING ON THIS MAJOR PRELIMINARY PLAT SHALL EXPIRE TWO (2) YEARS FROM THE APPROVAL DATE 50 100 200 I o 100 I SCALE 1"=100. DATE GRANVILLE COUNTY PLANNING DIRECTOR JANUARY 31, 2005 ZONED AR-40 PIN #1837- 29-6048 SHEET 1 MOSS & PANCIERA, p.e. (919) 556-3148 CAWTHORNE, 27587, BOX 1253, WAKE FOREST, N.C., P.O. AVE., 239 EAST OWEN PROFESSIONAL LAND SURVEYORS, i I L'l ;!: a '" u o a:: f- <( ..J u.. I ..J ..J W I U f- ~ BROOKSDALE o RIVE so' R/W PUBLIC \ 1 S+ SO TO 23+29.19 ..... \ \ " ",', ..~ --....-....... \ \ " , \. "\ \ \ , '- '- \ \ \ \ :>r'/ Q I I , , ( " \ \ , , I I ..... \ \ \ -~ ( J '\ \ , / \ " '- ~ .. , , I t , " '\ , , I I I ; 1 //\ / J " I J 1 , '- / \ , / I \ ( , , I I . t \ i \. ... - -""' " " , , " , I,' 1 , , , ~ \" " J / .... / " , I' ..... , ,," ,I ,,\... ............... ,,' , 'ZqNE 1@'''''''''''''!''-'''\ ' ~ ~ - - - ",4 3 G ',,:-., 1'3 ''', I'~~-", \, "'~ "', ',\ \ , ....' " '\ \ I' '" I ,,' '" ",," '-... 'I' \ \. '\ ..., "" '" \. "'," \ \. '\ \. ......----' '-.... 'z.o~E 2 '..... '" ,..... , ~" , " , J ' / , " '" , ' < ' , t, (- '>. : ' t4 ' , , ."..... 1 , Tt~ORAR7'oiVER910N D~TCH T(}.& ' ,,\ , 1 / , ...., ,INSTAtbED DUR1N~NSTRUillON &1'" '\ 'I ' " , ,/@ ,..... p.jPE. DI'tIsH T 'g INED TH ' , ' '... , @ -' ~ PL!\'sJIC TO 'p~ ~~~QSI NAND '\ ' \ \ ' \ ,,' , ~ - - - - 1 6 ~~'~~I ' ...s~O~L~ ~E DIMW~D ~l Nb~D. \~ ' '\ ,~~ ' I ' '-, 1 5" I " '.... '" "', '~~ l'~O'\F @'~8"\Rp:l/WlTH',\HEADWAtL~", ' ".., I " '\ ... Da.- 20.~8 AC. I, \"[ " 1 '\ " ,'Q10~57~ofs \ Hw=3.68' ..., " ,"'" ' ~..... , ',' \ Q25=&1.112cfs Hw=3.84' .... I I {EMPPRARY' \ Ql00=~1I90cfs '~w=4.24' "\ S~IME;NT \ \' , \' " .. 'PIT" 4" "..... 2\3' X'12" l< 4' \ \ ' , " I' , " I " \ ' \.\ I', ,,"l , , I , '---_ ,'I - ---- I \ \ \ , , / , , , , , \ \, / ) , , /1 I I 1 /1 \ I \ I I \ r '- , I , \ , , , , , , ) ,. I , , , , , , , , , , / .I \" " , , , , , , " \ I / ) / " , , , , , ) '\ \, I \ \ \ / \ I \/ 1 /\ I \ I I' I ' I ( \ , , , , I / ,w/ (~( \ I, , I ') ~ / I " @ ~ , \. / / /1 I I '\, , \ \ \ \ , 'I / 1 I il: J \ , , , , , , , , , \ , \ \ \ \ \ \ ..."----~ \, " STREAM CHANNEL DISTURBANCE = 148.64 L.F. T AR-P AMLlCO RIPARIAN BUFFER ZONE 1 4,762 S.F. TAR-PAMLlCO RIPARIAN BUFFER ZONE 2 8,898 S.F. WETLANDS 1,325 S.F. ~ I I I I CAWTHORNE, , \ , \ , \, \ \ \ \ ~L1MITS OF DISTblfBED AREA . , , LIMITS O~ ' diSTURBED AREA I , , , I CONSffRUCTED CHANNEL, I RIIPRAP,' OR EQWAL " I LIMITS OF I DISMBED A~EA , I I , WETLANDS ZONE 1 ZONE 2 -----~ " \ , ,\ I 'S~OPE' & \ " \ O~AINA~E I " , ,\' I } E~9EMEN'1 lEM"ORAh ,I, t ./' ';, \~~1~1~T \ \ ',\ " '\ ' , 241' X ~ j; >>4' I __---__..." \ 1\' \ \' \\ " · I I \' \ \ ,I \ ' " ", LEva SRREADER ~ \1 , , , \... ' , , I ' , I I \1 I, ENTRANCEj \\1)1\-t=)0\ I \ , ..... ' ,') I 1 ", EtoID WlDffl='3', , I "- " _ , ,'( J I I FLQW =, 0 ~B 'cfs , \' - _ _ _ _ I _ - .-I @ , , )' ~ENpTH=Q.98 4:1; l 13''=11.74' , @ - - ; 1 -- , " I LENGTH=l3i ,I ' ,\ \ ' - - - -, - - - - - - - - 2 6 I ",DEP!IJ'I=O,s\ I ,\ I ' J::J-7- - - - - - , - -\- _ _ ' ' - - r - ; - _ ~ 1 / : qRAS~ SWI-LE ~ 'CJ.i' " ' L ,- - - ') I .., , , ,. I ~ ) ~ _ _ _ ~ - - - - - - - - - -1- ./ - - ~ - 1 - r' - , k' - - ,"/ . .....: ; g' 5' "M.}..l~ I / I ) ...,... j" ... I I J I I ,... - - - I 1 I I ....., J I', I ' - r / I" ... I I I _------ /' '.)../' ,.1 _- ___~--~" ,1/' " _ _ - - - - - - -1- - - - - - - - - -,"" /' " 1/1 ' 'J " ,; I '." _ _ - - ",. - / /, J ,,' , } I I - ,.. ,,'" ... ... _ .-"''' ...... /" I./' ' , ~, ,I, I \ -1 ' ' /' ("It .. J1 D\ G- - - - - - ,/ , ' ' , ' , ' 1 I" of - - - - - - - - -'-1"\..J - r - - - - - - --- - --- -' ' - - ,/ \ ' , ' , / ; , ../, " . ,~ ,I _..---- --- ."../,/ //// /" /'J " SLOPE '~ \ " I ~MPdRARY DRAINAGE . st:DIMeNT I EASEMENr ", PIT * .3, '\ 1'- -13' x 1\2' X 4' I... I" , \ \ "- ,LEVEiL SPREI\DER 1/ ~' I I ENTRANCE w'lQTH=10" , \ \ EWD WIDTHT'3' , " , 'FLOW = 0 90 ....,Is ' , ", LE~GT1'i=0.90,cl~ . 13""11.70' "', ~ @" ' 1....., \ LENGTK=12" ..... " 'DEPTH=I3.5" 2, 4 "" , GR'I\SS SWA\.E , ' , ! \ RIP-RAP 'Ii:NERGY\.DISSIPA TOR- ' " ..... L'ENGTH=30"" W1DTH...12' - " ' , ' , , I ~22\ MINIMUM '"Q-iICKNE~_ ' \..YACDo.T CLASS ..~ 13" STONt. .. " "I "... G<. '\ ... " ... , ''', "' \ , " ' \" '- .... "....'....... ... -1- \ ,-'''' - "' \, - -./- \ L1MllS OF ' DISTURBto.. AREA \ , " , INSTALL CHIiCK DAMS IN AL~ DITCHES AS , NECESSARY , \ ' L1lc1ITS OF , DISTURBED AREA I I " 1 I' - - " ..... \ ..... - ---- / l \! 1 ' ... , , @"-'" \'., '....L "'--~~-----~')I \, , ~ I, I ," - I .....", I ~-"'~ J./ , ~-- I" ~--------l---'/ 1',-" -'.....-----t_ "'~.... -------~----~--- '\ , , , , , , '\ .. .. , , " \ " , , , \ \ @'>\ \ " ~ ..... ..... ..... ~"'@",~" " ) " \ \ \ , , \ \ , .. '. \ " '- \ / \ , " I I ~ '> .........,' ~.(, " 1 / '" ' , ," \. \. ... - -/, /" , , ., ... ....... " "~ I ~ " ,~ - -,- - '" ........ ------- / " " ~" ,'~... / ............ ..... ,," ......... "- , , " " ) " , / " \ \ ...~ , " / \ , ./ " / ) I / " " \ , \ , , --- - - - - - - - - - - - -- -- - - -- - - --- '- - - ..... HIGH POINT ELEV = 412.39 HIGH POINT STA = 13+68.54 PVI STA = 14+50 PVI ELEV = 416.25 A.D. = -14.59 K = 20.56 DESIGN DATA: 00=20.38 AC. Q10=57.52 cIs L=100.00' SLOPE=3.75% V10=15.62 Ips INSTALL PLASTIC LINER OR APPROVED EQUAL CLEAN WATER BY-PASS CHANNEL CONSTRUCllON SPECIFICAllONS SEED & STABILIZE CLEAN WATER DIVERSION CHANNEL IMMEDIATELY UPON CONSTRUCllON OF CHANNEL. USE NAG C350 LINING FOR CHANNEL STABILIZATION. HIGH POINT ELEV = 401.54 HIGH POINT STA = 21+89.22 PVI~~ = 21 + 75 PVl-i:L9Y't-=l407.00 A.D. =l/14.69 K = 20.43 300.00' VC LOW POINT ELEV = 386.23 LOW POINT STA = 18+33.34 PVI STA = 18+00 PVI ELEV = 376.85 A.D. = 19.30 K = 20.73 o o + I") ll'l ('oj ~ w u > CD 300.00' VC 400.00' VC Vi ~ CD \\\'11111'", ,~\-\ CARO", ...''n.., .......... '/ ~'" , ....'\ '" .- ", <"'A~" ~'.P.".....O<<~S/Oi'...~~~ :: . Q.~ "'9'(' ". " : ~ -:. : SEAL :- - ~ L-3794 J : .. '.(" ~::: ':. .4 -.."'71-, .-4.,0.: 0:: ...... ':'l, ..... "D S UR'.!<(;."" 0..... 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(;\..'llrJ'l,J [,J"'" ~,~r;"'''_E :'kJ!.:k: r,":;'lK><, :~, do!:,; ,,",-,;:,,,;! ::.:,..r-";'I'!',':' Grade-Th,r f,LlClf 01 t,h~' h;: ]1) It't.'' of lh.:: Gi"'-n~infllr;';jJ:lk': ~hl);,d:i pl\:'.1.1<,' <l ~m;":l~l: 1Ii11>:;:!~,jj\ In:u <:h~lflF!.'II_~rad.;-, {U In'd at lhe' T,!',.\):1er T:\l~ f,L~r;l' ~'f tl1(' "rre<j,:1-"f <JI'.)ldd bo-.. n\ Spfl."ada li;1 -C(lll~:tfl",:l tl!'t. h'\I'llif, 1.>11 tJflJi'iwrt;..,'Jj ~;,jli ii-) uruhtm t;Clelil.ln~1 7ffC ~!,\Jf l.~','er :t'lz" kl;flh of th,.: _~pr\"-a..J~f. Protccllt -o,iiith an C((1-ll(,n'''(:\b~nt fll,Jll'(l<ll. 'oU.:II;h rir..:rg.,.::,.... fl)~Hlnrl:, fl' pr~-"(m CHhillJl ,In\1 ,1l~\IW ,>'t';:<:Ut(,n ,\1 t'C...lm~e t"'uihh~h('l~ ()ulld ana. -Illl.' 1,~ukl ,h':il,{>~,\l arrJ mll.:;t be- gtt~r.l1l) !-n~IY,ljl ;,lJ,1 we!l.H't'_fi:H('~~ \-"'Hh a Ill,j.:umllm ~:(lpt III IO~~ Vt:&;'l;t1t' aU llt"litrb..',j ~1f('.;LS ConstructlO'1 SpeCifications I. nil' TOJUm,o:; ..;hou!d ht'::\ mmmn:.llI (t',1 t, Wilk nl"fjdm~ tl wd~:.-;:~','o Ihc 1.p .u)tj hUlled I:> Indlt'\ ~kr:p HI ,c vntJraJ tJclh..:h r'lllh~ kl'.'..~r ..'d~:c "11"" un"'" t"(lft" :-.hl'lJtll hull .1/tai.iL:,t 'ittl''''lhh (tit :-md ,ml l'):' :;~'curt'tv IK'ltl iu P(d'-'(' "',,idl lb~('-lr f,p.h,:.~d !t('.-1\') t';uty WIH' :.Llp1cs;u It';i,..,t 12 maws IOlle_ f;n~,L'(' UI~lI th.: "j)I('3(kr lip I's 11:....'1 kr unifntn; "jI'f('-ading of .;101m n.l~v.:jl .;\ CO!l>;tW,:llk'Il"".t.! \ftrl';'l,kr liP. I,ndl:'";:u(lxd .r".~~;llnut on til\,L ..I. C,',Hs::rlli'l ,I :.ll h, l~aL-;J{l~1fl s:.',-1H~1 Irrlll} lb" .1l\'\'r~,JOn ,'h;nn;_"llt' t',kn(~ :~;lIl1ulhh It..l th.;.' wlJ~h dflU Ih: ,th {>. "1' HORIZONTAL SCALE VERTICAL SCALE 1"=50' 1 "=1 0' -8'- SHOULDER 1" PER n. I <t I 50' RIGHT OF WAY I 20' PAVEMENT I 1 4" PER FT. -6'--6'- SHOULDER DITCH ............ .". ............ ....... .. .. LOCAL RESIDENTIAL PROFILE LEGEND - - - - - - - - - - - - - - - - - - - EXISTING GROUND CL 18+00 100' LF @ 48" RCP WITH HEADWALL INV IN = 365.50' INV OUT = 361.75' SLOPE = 3.75% DATUM ELEV 350.00 ~oo .1") m. 0"" ..,.0 ..,. 1010 .1") ('oj' om ..,.m I") OV ,I") ..,.. mV I")m I") I"'-('oj .ll'l ('oj' 000 I")m I") mO .ll'l 1")' 1010 1")00 I") ..,.0 .1") ~Iti 0000 1")1") ~o ,I") I"'- . 001"'- 1")00 I") ..,.'" .01 10' 01 ('oj ",m I") ~o .00 m. OlIO ",01 I") ..,.m .ll'l ~oi om ""1") 1"'-"" .10 ('oj' 00 ..,.0 ..,. I") V .ll'l 00' moo I")m I") 00 ..,: m I") ~I"'- <.0-= o~ v~ ..,.~ .ll'l ll'l"": 00 ..,...,. ..,.~ .ll'l ('oj' mOl I")~ oo~ ,m ..,.. 1"'-1"'- I")~ 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 MOSS & PANCIERA, P.C. 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FOREST, N.C., 27587, (919) 556-3148 PROFESSIONAL LAND SURVEYORS, EXISTING GROUND RIGHT EXISTING GROUND LEFT FINISHED GRADE CL TOP OF ASPHALT SHEET 2 ~ I I I I WETLANDS ZONE 1 IMPACT ZONE 2 IMPACT " \ \ '\ \ \ \ \ \ , , , \ \ \ ~ " , , \ BUFFER 1 DET A L MPACT AND DET A L MAP WETLAND MPACT WETLANDS \ \ \ \ \ \ \ \\ \ \ \ I I \ \ \ I , \ l \ \ ' \ \ \ \ \ \ ,\ ^\ \ \ \ \ \' '\" , ~ \ \ \ \ \ \ \ , , \ \,r "'\ \ \ \ \ \ \ ' " 1 ~' . ~ \ '\ \ \ \ '. \ 1 \(\ \ 20' \QRANAGE " \ , , ) \ ~ \ \ B{\SE-.,MEN1 ' \ \ I I ' " \ \\ \ \, \ ~ ' '\ '- \ \ ' , " , 1 '- - - "'- \'/ \\\\ \\\ \ ,....', \ I \ \ " "---. 'I' , ........... \ \" \ \ \ \ \ " , ' , \ \ , '" '\ \ \ "'" .........., '" \ , \ "'" "ZON E 2 ...." " , ' \ ' , \ \ " ~ \ \ \ \ \ \ /~\ \ \ \ \ \, ,'\ ~ ' , " ,,' ~O, ..... , ~,,' , , i' , ' .. , , ' , , " , " \, , \ ,'\ \' V~ \ "" \ \ ' ,", I '" ' \, \ \ '\ \ \ \ \ \ Yh ' ~ ' , \ \ \ ", TE~Of0RY Dl'V~RSI~ DITCH TO BE ,,\ ' , ' , \ \ \ '\ '\, \ \ \ \ ""-. / \ ' \" '" 'I~STALLE~DURIN, CON,STRUCTION OF,' \ ' \ \ \ '\ \ ' \ I (""-. \ " " , " \, PI P&. D I T C H' TO B & LI NED WI TH " \" \ \ \ , ' \ \' \ \,' ""-.' \ '~' ' 'sHOULD BE DIMEN$ION~D A5. NOtE.,D. " \ \... ' \, \ \ \ \ \ \ \ ""-. " \.'" ~' ,\ ~ ,\ ..... "" .. \ \ \ \ \ \ \ I , \ ' ,...., \ ,f'\ " ,'" , '\ II \ '\ \ \ I' I , \ \ \, \ \ ,,""-. , , ,," , "-.... " 18tOO, 10,0 If @ "S R~P WITH MEADWALl-..._ , ,\ \ \ \1 \ \ ~ \ .' , '1 ' \ ' " ' , ' , ' '\ "Do '= 2{).38 AC. " \ - "'" \ \ " \ \ \ \ \ \ \ \ '\ \ I I'" , '" '010 'S7.j2cfs \Hw==3.6S' '.. " ' LEVEL SPREADER # 2 \ , \ \ ~\ , ,\ \ \, \ ~ ~ '\ \ , , \ ...." ' \ ENTRANCE WIDTH,=10' ',\ \ I \ ' I \ \ ~, ,\/, ~ I ,~ ,,' "', QZ~= 6f.1 :Ecf? H,w==3.~4' \ '" " , END WIDTH=3" 1 \ \ \' \" \ '\ TEM~,ORARY \ Q1 ob== 71. gOafs ~w== 4. 24' LEVEL\ SPREADER # -4 \, , FLOW'= 0.9'6 cfs \ I \ \ \, \ \ \ \ \ \ ,I I \ "" S~IMDNT \ II' , ~ ENTRANCE WIDTH=1~'''" " LENG\TH=0.98 cfs *,13'x12.74'\ \ \ \, \ \, \ \', \ ' \ ~ \ "'''- "- '~3\ ~'~;"<< 4' \ \ \ \ \ ,END\WIDTH=3', ' , LENctTH=13' \ 1bQ' TARLP~M~IOO \ \ \ \ { '\(' - " , \\\' ' ,FLOW =' 9.90 cfs \' " \ DEPTH=0.5\ \ RI\ARIAN\BUFF5.R\ \\ \ \ ,\ \ ,\ \ ^ ~', ........... '\ "~' LENGTH~0.90 cfs.... * 13'=11.70' '" ' , GRASS SWALE \ \ \ \ \ Sll r;ENOC \ /, "- " \ ~'l:ENGTH=1'2' , , I \ I \ \ ~I 10P~~& ""L'O '~ i\OE' \ (, " \ \ \ I 1\ \ S OPE & ' , DEP,TH=Oo5" - '\ ' , " , \ :::>", \ \ M \ I \ ~ II \ DRAINAGE , GRASS'-SW~E \ ' " ' / TEMPCDRAR'1\ DRAINA E \ \ ~\ OF \ S ~p\~ \ \1 , WETLA,o\J,p's. \ , EASEMt~T ' , ,'\ ' " ' I SEDIM~NT ~ASILME~T 1 \ , \ ,,\ 'L1MJTS OF '\ \ " '\ ' \ I PIT # ,2 \ I \ , '-QISTURB'EQ AREA ~ , 24' X ,13' X 4' \ \ I .. \ .. \ " " , " .. \ \ .. , , .......... " " '" " \ \ , '- , , \ \ \, , " , , \ , , , , '- \ , "- - - - ~ " , , , , "- ~ "- , , '\ \ '\. , , '- '" , , ""'- ) , , , , , \ , , \ \ , " "" I.... " , ....... - \ .. '" , .. .... \ , .. "" ......... , , , , .... .... , , \ \. , ......... .. , , , '.1 '2 , , ............. , , , '" .... , , , , " .... , \ .. / ) L1M'ITS OF I DISTuRBED AREA , , \ \ \ - , . . .~JUT~ DITCH \ \ " , \ \ \ \ / / <I -.JUrr pITC\"l \ \ -1 > \ 16+00 , \ \ "" \ \ \\1111 ""'I ,,\\\ CARo III" " ~'(\ .......... 1f.~" ..'''o~,,''~~SS/O~''''''',~ -==.. .. ,0 v'" ..So'^, ,'... ~~.~- - , = f SEAL ; = ~ \ L-3794 t):J ~ -=- --. <' __p.: co:: , . -11: \/: . 0 .. '... -1-?.... '!) SLIQ~ ....0 ..... ... //," P ..'_~ .. ...... 0/...;."........ ~~,' "" I fA E F>-. \,,,, "1 11/1'\ YW~ (I I~ /'~ REI'ISED /-IZ -016 \ \ , " , \ \ , \ , , , \ , \, , , , , , ~ \ / \ , . " . <I JurE DI TCH .... \, . '\ \ \ .... , / , \ OR 1~Q~0L.- ......-, ., :.... '.,. .. . ... , I , \ , '" \ OR ~QUAt-, ~JiJJE OI<TCt1 <fl' , , - - --- -.../ - I I ." ." .... ." \ ~ \ I , \ ' -.......... I \ \'.... ~ 'I \ \ \, '~ x , , S~OPE' & \ ,I \ \ t>R-AINA~E \ ,I \ \ EASEMENT TEMfl(ORA~Y ,'\ '\ '\ SEDIMENT' , \ \ \)\ I \ \ \ P I,T #,1 \ \ \ \ \ \ 24i X a 3' )\I 4' \ '\ \, ~ \ \ \ \\ 1 " I \ \ LEVEll SRREADtR '# \1 \ , \ I I ENTRANCEI W'D~, 10\ I \ \ ' 1\, I I END W,IDT~=3, 1 I ~\ \ I I I FLQW = I 0.98 \ cf~ I \ I 'I I ~ENr,TH=Q.98 (i:fs It: U3"=12.744 I, I I 1- ~ " I' \ \ ) ,LENGTH= ,31 \ \ \ I I ,DEPTh1=015',' I \ I \ I I I I CbRASSF SWf\LE I I \ \ I , / I 1 I J I \ \ I I ) 1 1 I 1 I \ I I ' , I ""'- , SLOPE 'c$c DRAINAGE EASEMENT , , \ TfMPdRARY SEDIM2NT PIT # .:5 13' X 1\2' X , , , ) \, LIMITS OF\ DISTURB'ED ARK:A , \.... , \ \ \~ \ \ \ \ Y /1 \ 1/ / I 1/ ' / , \, , , " , , \ , , I I ......... , \ , " / , .... '" .... ""'- , .... , .... / I ( ""-. ""-.\ \ \ ~ \ " " , ,/ .... , / " '\ .-I ) I / ( \ \ \ \ , , \ --- , , , \ , " \ ~ , ;' ) I , , , ...../ " j , " \ \ , .... .... , - / ) / , , \', , , \ , "- /' - J / / / \ , I , / I I I I I I I I , I I , '" .... , \ , I " , .. , .... , , ............ , , .-/ , , " ............ , ...../ / \ , I I \ - - -- \ ---- / SHEET 3 EXISTING /TOP OF BANK ~ HEADWALL: --- EXISTING STREAM BED~ - - - -- INVERT IN 385.50' BUFFER MPACT 1 TYP CAL ROAD CROSS ----LPAVEMENT ;- '\ I 19..0 10 101 10 I~ &) I" I "v' I \ ~\ '?\ ~\ ~\ <<'\ ~\ ~\ ("\ I I PROPOSED CULVERT 1 00 LF @ 3.75% \ \ HEADWALL \ -- EXISTING ~P OF BANK RIP-RAP ENERGY DISSAPITOR - \:X:TING STREAM BED " " " " " " " DET A L SECT ON , PROPOSED ROAD GRADE , , , " , , " , , " EXISTING GROUND /, '" / I " --.J --.J LL .......... " " I " " I " I " APPROXIMA TE WATER ELEVA TION DEPTH BELOW EXISTING STREAM BOTTOM FOR PIPE TO BE BURIED TO ALLOW FOR AQUATIC LIFE PASSAGE , 1.0' I==III~III==II ..... . . . == . d II III I I11I1I1111111111111111111111111111111111111111111111 .111 III III III III III III III II 1111I1111111111111111111111111111111111111111111 -III III III III III III III II 1- "I _"I_III~III==III==III_ /' / / / / ,\\\11 II'"~"~ "" CP-.ROLI. "" "'L" ~ """".'" rA';<{ I" .. ~,,'., 1 ,,.' v.... , ..... /"l... .....~SS OAf ~ .... -:. .... ~'. /.., . o..<f/'. .. .. 0 .' 0' ....... - to . ,.. --:0; ~... : <: i a. SE-~\.. ~ = :: rJ.--1gA- erE = -; .~ \...-0 I 0: C/):: .. . <t-..r^, .. '." ..O"'J.... '" . <. ." .... ......1/\;D SD\\~""- \" ....... , /1., ." ..- ~" ", 'tf'IC ......... ~ ... " III, . " /" fJAE \\' '/11-1 tt: ~ / _ 5 ---,e:> c.o SHEET 4 ~ -...... -- \X) - - ~ ~ 1NIT4U.A11ON 0. NEn1NG AND MATTING ...... ...... 10 a.MII ..... ....... . ....... . ." An ~ I willi -' .--'. ..1IC__ AA'I_. .......l'PO ~..... a...-e- 1M ..adI ...... pI'OWilIo _ f1I. ..... .. f1I... __ ..... iI iI.. pIiId. '--~H_.... iI iIIIMuaIIlI. ,... 6.1... 9 I. AppI'I................... 1a'Jial'" .. or... II.... h. IlIUiq it...... 1_ _'I. .., r I r................ __ ..... .. ..1pn1ed CIII ........ . : ~.r. d:: ~~-.:. , ?>:. ,7-- .;;;= ~;~ 4,Z ~ "-L '/.,7' .t> ; '" In channels, roll oulatripa 01 netting parallel to the direction ollJow and over the plotective mulCh. :I~' . ~. . ~'. 'r ~ifl ~i " ~ 'IJ 0./ _ ~ y~ lI./ ~ ;. 18' ;;; ","' overlap Join Itripe bV ~. F.... ..Me............... _.... c.-... __ V& Oil." "-Yl- ... ~ ._~ 2. SIIIt Iayina dle .. CIoIIl "'Iap f1I... dlIIiacI. ... .. .... i&... dle.... 4Iew ...... ...., ....., CIII ....... ............ r-L..... . ... ........ Anchor netting in a &-inch trench. .. 3. To -- ... -.1Iwy .... ........... .. a" or..... ... .... 6 lit- dludlep. _...._.......,...... ......6.14&........ -.., 12 -.._........... -,3..................... '-. WIllIe 2 ...., - - ... _ II)' _. .................. lie ~ 3 --......... --.. iIdIlMpvt.............. lie ....... -- ... _. .-, 3 fa. De ... ...... .... ... .... ....,.. ...... .. Tojoi:llWO.... .all-* 10 __....... f1I.. _ ... 0-..," .... f1I... ........... II .... . .... .. ........ 6.'-' _ ........, 12.....;.u. .......... ~ ............... ,If' i ~... lAIr. UIU..._....... - . '. or...... __.... ......... ...., ........ ...... II .................. .......... --... ..... -*L c--.. . ,niGMlIIIIiI . .- .. fftIIr ..,...~ Rip-RAp Apron Enerll'l D1ss1~tor For Sto.-.ter Outlet Protection t 3doA~ m:----y ~l--~ .~ .-. ~ 1 {ICM STONE CHECK DAM rot to scale CONSTRUCTION 6' ..L ctf.T~ L ~ pl't ~L :dE:Ptn _ _ oJ ---I.- upstrrom CHANNEL CROSSECTlON T neign t {i ne cf1cmnel above cbm witn rip-rap r Baffle. for Sediment T,.e,'and PMda Step 1 Drive ItMI fence PMt.t....t 1.. Into IOIid grouncl. WOOD POSTS /11M NOT ACCEPT AlUI ::: :: i'" ...,.... t'..;:'~.............. ....-.......... -. .... ...~,.............I""'-=-.. ~ /~. In........ Of~. :: ::.. ...~ ~ ... ... ~ ... ... r I ~/ .......... .. ... ...... ...... r-.... ...... . -_.............~...:~...... .. ~.--~4. ..........r-. ~... ~~ between :::::::: - "'-~~ "'~...'" t ......... ...._,.... ....U. -.I.....~........ -, ~ ~ ... ~ r"l....... ~ ~, ::::......:::: ~ roo ::...,....... ~ - ... -... ~~...~ ~ ......cr-;)2(,...... - .... - :: ... ..... roo ...... ~ ~ ~~~"'.c:3J .......~......b "IEWS ~- ".>C~ J:fJ ";' _ LOOKING >...... DOWNHILL .Hog wir.. .ttKhed . . _ _ to potu with lengtha of wife ,12'- 2" wasned > sto~ bP' ./ " B-12 rip-:rap ,,0 ~Q I 1 L pi~ --.J I+- lengtn ~ Q-IECK DAM CRCSSECTtaV -- Rip-rap LiMCI Channels "''''. For The Conveyance of Sto.....ter Step 2 Uae St.... l' Apwl 10 .ttKh f.rlc 10 hoQ wire I. ....;,;... . w ..f ~ .i ~....-:-a .~;~ " /f GrIVe1 Bedding V-Shaped Watel"WlY with Stone Center Dr.tn - (SMped by Motor Itltrol) ; TI .- to 12. Bottom of bliffle L In trench and crene:' --........ filled wfth toll end cc '"PaCted. . ,...... ~ - I. Trapezoidal Typical Rtpr.p "'lftnel PI III USE GEO- TEXTILE FABRIC UNDERLlNER I - . -:I ..L I ~I ~.... ~ I. Apron 11n1ng ..y be r1prlp, groutecl r1prlP. or COIlCrew. Pipe Outlet To Flit Arel IIi tIl 110 Def1 ned Chlnne 1 ~ 2. La is tile lengtll of tile r1prlp Ipron. '7 A 3. d. 1.5 U_s the ..x1_ stone df_wr but not less than 6 1nclles. 4. D1_ns1ons Ind specifiCAtions lUst be detel'll1ned by Ippropr1lte eng1neer1nt design _thocI. PIPE OUTLET CONDITIONS ...., "",," ",,_I-~t-'-~ _.., ....L..' ~....... ['.."".n. I!. ,"':"I3lt~ 1.,.1........ _ _ _ _ _ _ tA'.Jj.lJI6IlIL.....'.....W._ .,. _ _ _ _ _ _ _ _ _ _ ~ 111-= II ::::--.... r "-'-...... z-. I..~..:_~~~ I..L '!,o._ - _ __ _ --1-----1.--- - - ____ _u-=_. )~ 1. . I ::--.....,;.=;JL T Y h. Tlo. t_ t___/YOlII._-m ,.'.~:'.I. ~ I .1 Il----'---1;.:~.::p:----..CiI.~:.:~ IIin,?, I--!,,~ "III. ~... Me' ., ....oU,~ 11"-' I' ," I",a ._ ....XI..UM LI'f'IL ., HIlMI.' COLUCfIO- . CU" _.11&II ,.. Llvn .. .._. SECTIOH THRU BA$lH a fiLTER ~ T.' 0' .rllM GRAVEL a RIP- RAP FILTER BASIN DETAil NO SCALE I ='J'~7 ~ {--- Jc. I ~'''';:'''. .'..... "'. ;. ....:. . '0 ,. '7"J;:' '........ 1. .........:.:. . . ....... . "l'~ 11'- .\~.:.;::;::.:~.::::::; :':[./.:'.:.:.:: ).::::.~~.::.:\(itt '" T,~. . - .: ~.' '..' ,. '. .'.:.. _..... ,.;,L "rut ...... -1- ," AHIIOK.---" SECTION THRU BERM a fILTER HQ ICALE w ... . Filter L~r -I~MPORARY DIVERSION BERM/DITCti- !- w ,. ~ -, ... I:::A. 18" ... 6 . Gravel 8edcItng TEMPORARY DIVERSION BERMIDITCH a. MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS SUFflENT TO OIRECT ALL SEDIMENT' LADEN STORMWATER INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO CLEARING a GRUBBING OF THE AREA (OR IN CONJUNCTION WITH THIS OPERATION 1E SEDIMENT CONTROLS a DIVERSIONS ARE INSTALLED AS EACH CRITICAL POIIIT IS REACHED). II. DIVERSIONS SHOULD IE LOCATED TO MINIMIZE DAMAGEs IY CONSTRUCTION OPERATIONS. c. DIVERSIONS SHOULO BE SEEDED a MULCHED IF THEY ARE TO REMAIN IN PLACE OVER 30 DAYS. d. CHECK DEVICE AFTER EACH ItAIN. IUT ONCE A WEEK REGARDLESS. REPAIR AS NECE......Y. RGURE 11 OFFSET CUL-DE-SAC DESIGN NOlI: 1HI!SI TtPIC:MS MAY IE LII'I' 01 ...... AN) MAY IE -.r WIIH ~'~~WAY. Construction I. 1111 --,1IIlI\IId be a...... 014 ft n. atendina 6 itIchu over ... Specifications Up _1IlIrIed 61nc:1.- deep In a vadcalltendI Qfl .... '-' .... 11IIIIpIIIr .... ..... bull ...... ..-III,. ClIlIlOll ... .. _I,. haId II .... wlIh ~ ... hany due,. .......... . .... 12.... ..... 1. ~""'1pIadcr lip it level tor IIIIiIar-. ........ 01-. .-fT. J. c-!he IcveI apradct OIlllllllillllrllllllil (... 1M fill). .. CClIIIlIUCl. 2O-fi IrInIilion IeCIion ffOll\ !he diversion chamcl 10 blend 1IINllllhl,. 10 !he width and dqMh oflhe .... - _"'''__.N.~~... ,,'''''. 11'-.1 ......... I'I~~~~..I .-<'H\~I~"~ .~. ". ;.... _ _. . ..,...ti" . -.l.:.....cTID 'ILL .. .. ~~ e .~_ 12- Parabolic-Shaped Watel"WlY with Stolle Center Dr.in (Shaped by Bulldozer) ~ -8ERY' DlTCH- -om;~ NOTES' POSITIVE GRADE MUST I( I'ltOVIOED TO ASSURE DRAINAGE. IF SLON EXCEEPS 2%. IUD . MULCH DlVEMIOH. TRY NOT TO EXCEED 0% (HIGH VELOCITIES RIEIULT). I'AXIMUM o.A. · 0 ACRES WITHOUT SUPPORTING CALCS.. DIVERSIONS AT THE TOP rw SLOPES MYII IEWTY INTOMl ""PROVED SLOPe OIWN. IEftWDlTCH 'S MOST COWMONLY UND. NOTE: To Be Used Where Excessive S~ter Velocities ",.i..tt Vegetative Lintngs. Size of Stone ,,",st Be Dete...tMCl By flpproprtate Dtst... ,.....,N. 1 . \ I . _. _'1..._"10'" DRIVE STEEL POSli IS- INTO MOUND . AND EXCAVATE A ti x 6- DENCH UPHILL. . M.ONG THE LINE OF POSTS. MOOD POITS ~- IN DIAMETER KAY IE USED. ATTACH' WIRE FENCE TO ItOSTS AND EXTEND THE IOTTOH OF THE FENCE 6- lITO THE EXCAVATED DENCH. ,K .\ ~ .~~ . '&: . .. '. . \ ,) 21!0 MAX. 10' IE TWEEN POIYI -.._-- ... ..- - .....---r-. -......--r-. ... ..- --r-. ... ....--1""- ::A....l - - r-. - -- _ r-__ --1'--_- _-t-.-_ --1'--_- I""-t-.__ USE GEO-TEXTILE FABRIC UNDERLlNER 00'_ ~~.- ~~7\\ ~" .,~-- ','" , .., ~~'" "... 111/\\" " I t. PERSPECTIVE VIEW NO SCALE ,..- ~~. /. . ( 50' RlGH' CF WAY I ~120' PA-"I~t~1 I ~/ ,'--fT. ~~ ~~'-n ....iJ:I,e.s:.\ V .....AIIE ASPIW.T Ill( rMC CA WTHORNE, MOSS & PANCIERA, 6- 6- ISTEP .,. 'l IACKfIL THE TRENCH AND COMPACT THE'SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO GO THROUGH THE FENCE AND CANNOT GO UNDER IT. ISTEP 3.~ ATTACH HE 'ILTER FAlRIC TO THE WIRE FENCE A8V EXTEND THE BOTTOM Of THE FAlRIC 6 lITO THE TRENCH, ~ 20' W " I' ~ .. ~. . .., M.W. ~I '. :~~~~:~~ .:: r -: ". . :~"::::: '.; : ; ... . ~~i.:.. . ..... :., \. / . ISECTlON I ~STEEL POSTS ~ ~WIRE FENCE (HOG WIRE- ~FILTER FABRIC ~- ! RW' 35' 6. !/ " . NOTE: Bottom of filter flbr1c ~st' be pllced in trench and s.cured by either bAckfilling with sotl ..ter1ll Ind tlllP1ng or by pIlch Wished stone to I height of 6" IboY, ground lew.l. SlCPE AS REd 0. HEI6HT:- MAX. .3' HiN. 2' '"Ri!Jl...-l 3:, ~. I I I . I · TERRAIN LEVEL ROLLI" HILLY SECTION A-A u.&V SLDPE 211 2" H/2:1 ~BOTTOH OF WIRE FENCE AND . FILTER FABRIC BURIED ~~'''''';'ir.. . 7# 6" IN EXCAVATED TRENCH. '~.w.:! .. +-- STEEL POST DRIVEN 18" . . -. INTO GROUND FIGt:JRE '\7 - .,"t. '-C' -' . SYMM~RICAt:.' \CU'L.-OE~sAC .:~/'..'...~ a'-~UTTER '. ISllT FENCEI 5 NO CURB P.C. DETAILS \ \ . ~ ~, ~ "tL25, $TAlILIZED CGNSTIlUCTII>>t OOJlNlCE (..t t. ...Ie) ,. 50' aJn. I'uI>li c ltight- I oI-tl..,,'1 I - -. - , ~. .." l'lJIUJJ I'rOffJd. .pproprl.t. tr.,..J ti Oft J1et_ SuJlJlJHd CClMtlVC'- t10n ~t,.,.~ ~ I'uI>11c .ighC- 01..".'1 '.rlc ..... .... hot....... ....,: ............ Horl&ontal .... _.......... ~ ~ Fence eM f.no l' bur... In ltMCtt~ ... '-- 6'" x 8. trench. : bec:lcfilled end : ". '.' . ClOfIIpeC..... '1'1 . ':":~~:':"::'\:':'::::';::':':'::":"'" f,:r~'i:'~::'f ,=.-: the , J e- ........... .... ". J ,LI_,.J . '". I ..' I'." ""0"." tr ;;J""'" IJ ::::::.::::-:.:::.:.'.:.-:.::-.:-: J.S.H,C. ,JHD~.r '~:J.(.~.:.:::'.:.~:.:::::..::,:::::::~:~' ~-. I ?l~ 1'....~~ . .......::..:::.:.:::...:. ~ [;;/;:(~):/~ ?Pl.n ~ ". '.":":::':':::::'::~:'~:':':":':'::'::'.:.::~_ (~(/':'~)~~::{\\~j"(::::. I . .'1.1." '""."~ f'. ',1 "1'" ...... .:.: :.: :~'.::::'j~:~.:/):~:.::'f::: ~:::: H :}~::.:::~'~'.: ~': 50' k\~ V : I i i 2b- ~M' I i ! -... rrJ.tJnv~~~ .....,.. !!2!!.!:!. 50' ..In. I Con.U-IIcUlIII SD.c1fication. 1. StoM .b. - U.. KSMA .b. No. 2 (2-1/2" to I") ar AASHTO cI..iaMtion , "43. d.. No. 2 (2-1/2" co 1-1/2"). U.. cruahecluoM. 2. L"ICh ~ A. .ft.ctive. ~ut noc 1... than 50 feec. 3. TItie.... - 1I0t 1... th.. e1ahc (a) inch... '. . . 4. Wiclth - "t I.a. rhe. full viclch of all polat. 0' i.lr... or .ar.... 5. II..hi.. - When IIH......'1. wheal. .hall ~. d...... to r~ .ecli_t ,rior c. ..tr.... ..to '~11c riaht..f~ay. Whln vOlhi.1 i. r.~uir"'. it .b.ll ~e cion. on Oft ar.. .t..ili... vith crueh.cI .t..e which clr.S.. into .. ."rov'" ..cli_t trap or ....i_t li_ln. . loll ...i...t ahall ~. ,revent'" froe ent.rSne any .t.~ cI..in.. clitch, otvatoreou.a. throuah u.o ot .en4 ~aa., Iravol. boarcl. oi othor .'pr..... ...thq4.. .. "~int...~. - Th. "cr.nco .hall be. .aintai... in. a cabclition which vS11 ,i_nt trackSnl or flovial of ....lMnt Ollto JI'lbl1c rtlht.-ot....a,.. ~i. "'I r.~uir. p.riodlc top clro..lnl v1fh "'cli~io.al .tono a. c~- clttSOIl. ...-ad ancl r.,air ancl/or cl.anout of Oft1 ....ur...lIOod to cro, .ocIi11ont. loll ....i...t .piU.... clro"ad. ",,"".r tracked onto ","lie '1Iht.-.'....01 _t " r~ S-cltocoly. '., . --- I'ublJo/ ~.ht-ol- /".'1 ~d.Ufl. ,....... level Spreader (not to scaa&) ~- .' .:-!t.~ r......"1':"'~~: ..~ ":(...~ ,..........,.... Vogelaled ~~~~"t... .~.~ .' ..:~7:::~;:.:.~~.::.:-Transilion dive,sIon ----. .....~~....~. ~r....:.. . 'h -(/~:;.-;::::-::. toOgr~.e. .---='"l .' ..- ." ~~ ~'...~"~ 'I." --ri1J~ .~d . ...... - ~ ......"... .,1.. Mo~...,.. 'f1I- . . '~.. ~~'''''...... {f ",. ... .,' II- ..... ...,.. ~~ ...~......":\.~..~'~~ V t"'.... lo'~ :,..... . ..."....'" . "',~ " '.. .. ". ",.,... ':r...........:t!'l.~.. - ~ ... )>-~..... lA' JIo....- ,..:...;,;~.i~~.;;;.':.-~OIjt:..; ~ ~~ ~ ..' ~ ~',:' ~. .... Stabilized '",,:"... ,.....".w.. ..... ~.. \. I ~ / 'i:~~~...)o....... ..'" slope .. .....>-... lA'.' ... I" 'L-.: )) :> >. ..' Stable ..~. -.. ,. \ ........ s::::::-" Mo ~. '.> ....... ~ undisturbed ___ ..., '" .l..'"" "~::...l\' .;,.\'\......... ~ )')X ~ . J-').~:' ..J..".. outlet .~ I 1.,:-...... ..,. ~.I J.. II. u.... ""'." " .AI .....)A. ~. .J>. 1-" _..~., ..lo- ..,..... <, \ '-"... ::- ~..... oJ. .,1......01. 01...... ,.l.."'" .1..'\1.. oj. l.', <.\/ ~,.w". ,.. I.' ...... ,I,.. 110.. ....... . I~ ,.I. . '- ,,~'Y:J \.. ..... . .... ,,' L ..). \ w ~ ~ '" ...... ... -. " . \... ... ~....' .~..Io. J J I.. ... \0 h \.. ~~ .... ,.Of .... ... 1.01...... \"..~.. . '"' ~. .. ~ J... 00\... tot ..f \ ". J 'n. .;}I' I. ." ..1: \..\w. .... \0. ........ ~.' II... .... ,..... ..40...........-. doaIgnocf lo~_ __.. __ _ _ _........ 0......... The Credo of !he 1uI 20 feel of the divenion c1....nel s/oJld provide allYlOOllllranSilion from c"-l pIllIe 10 ...... . ........... TIle ande 01 !he ~"-Id beK. Spr"', Ii..-<:onawct the lcvellip 011 UDdialuttled IOiIIll unifonn heiahland - ..... ~ !he IenJlh 01 the Ipfader. ProIecI il wilh .. cnIIion.taillanc __...:h u liberalaa --,.10 JlN- __and II. ........ III .' --.......... - o.lI8f _The oullel diIpCIOaI __ .. ...raII,. _OOlh and ....."'..... willi a maaa.- ... of IK. V.......t~_. "';f- , ed TAPER t~1MD JlgR W LDa 1lWI _.. SlGIfT' ~~-1s I , 70' I S1'OIt~ 31' I--... _ -- -- fUW ... !O:t + IXlSnN. ROAD FIGURE 4 RECOMMENDED ROA 0 CONNECTION. NEW RE9IDEN'IW. ROlD. OR felDEN1'lAL ':ou.EcnJt ROAD. AND DlSTliG S1JQE MlUNTAlNED ROAD STOP ~DITION *' 11011 ,"'CW'''''4L. ......'51'0..5 U~1. otto' ~~OIIlS OflFSEJ' CUl,..DE SAC DESIGN ('0 fT. aw) -.,U;MPOBARY GRAVEL CONSTRUCTIQN ~NIBAtiQE.- TEMPORARY GRAVEL CONSTRUCTION ENTRANCE a. NCDOT" 0 or" 07 WASHED STONE SHALL ei USED. PAD TO BE DO' L a 20' W a aM D AT A MINIMUM. II. TURNING RADIUS SUfFICIENT TO ACCOlotODATE LARGE TRUCKS IS TO BE PROVIDED. e. ENTRANCEIS) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. d. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW Of MUO ONTO STREETS. PERIODIC TOPOftESaJNG WITH STONE WILL BE NECESSARY; KEEP SOME HANDY. .. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE ClEANED UP IMMEDIATELY. ~.a1 ./ :..,"" ,/' .".\0\"/ / 6" MiAl_ .to. "'4/. ~ .jJ~" ~ NCDOT .. 0 or #07 Wan.1I St... HOTES' APPLICABLE AT ALJ. POINTS OF INGRESS Ii EGRESS UNTIL SITE IS STA8IUZED. FREOUENT CHECKS 01" THE D"lVfCE MID TIMELY liWNTEHAIiICE MIlJI BE PROVIDED. _lICe, V...wc:c. _'.0 D"_TID .. ....... DY WCCD' I... D1... Uo.. ~ .....,...... REGISTERED LAND SURVEYORS, 239 EAST OWEN AVEo, P.O. BOX 1253, WAKE FOREST, N.C., 27587, (919) 556-3148 - CONSTRUCTION SEQUENCE 1[' 1 . Obtain qradinq pend t . 2. Inatall qravel con.truction pad, t.-porary diver.ion.. ailt fencinq. aediMnt baaina or other Ma.ure. a. .hown on the approved plan. Clear only a. neee.aary to install these devices. 3. Call. lor onaite inspection by EnvironMntal Inspector and obtain Certificate of Co.pliance. Beqin clearinq and qrubbinq. Maintain d.vices a. needed. Rouqh qrade site. Inatall .torm sewer (if .hown) and protect inleta with silt fencinq. .ediawnt trap. or other approved _a.ures aa ahown on the plan. Beqin con.tructinq buildinq, etc. Stabilize aite a. areaa are brouqht up to finish qrade with veqetation, pavinq, ditch lininq., etc. 7. When con.truction is COIIIPlete and all areas are stabilized co.pletely. call for inspection by EnvironMntal In.pector. If site is approved. remove t.-porary diveraiona. .ilt fencinq, s~nt baains, etc., and .eed out or pave any resultinq bare areaa. All r...ininq permanent ero.ion control devices (auch as velocity dissipators) should be inatalled now. 9. When veqetation haa beCOM e.tablished. call for final site inspection by EnvironMntal In.pector. Obtain a C.rtificat. of Co.pletion. 4. S. 6. 8. 10. TEMPORARY GROUND COVER IS TO BE PROVIDED ON ALL DISTURBED AREAS WITHIN 15 DAYS AfTER ANY PHASE OF GRADING HAS BEEN COMPLETED. ) SEEDING SCHEDULE. ~ Shoulders, Side Ditches, Slopes (Max. 3:1) ~ Auq lS-Nov 1 Nav l-Mar 1 lX1!!. Plantinq Rate 120 lbs./acre 120 lb../acre 25 lbs./acre 120 lbs./acre 12 Ibs./acre 60 lbs./acre 35 lbs./acre 30 lbs./acre Tall Feicue Tall Fescue Ii Abruzzi Rye Mar l-Apr 15.. Tall Fescue Apr lS-Jun 30 Hulled COmmon Bermudaqrass Jul 1 -Auq 15 Tall Fescue.and ***Browntop Millet ***~ Sorghum-Sudan Hybrids Slopes (3:1 to 2,1) Mar l-crune 1 Sericea Lespedeza (scarified) Ii Add Tall Fescue ~ !!!!! Weeping Levegrass Q!: !!!!! Hulled COIIuDon Bermud&grus ***Tall Fescue and ***Browntop Mill;t ***or SOrghum-Sudan Hybrids Seric.~ Lespedeza (unhulled-unscarified) and Tall, Fescue ~ Abruzzi Rye 50 lbs./acre (Mar l-Apr 15) (Mar l-:Jun 30) (Mar l-'Jun 30) J~ l-Sep I 60'lbs:lacre 5 Ibs./acre 8 lbs./acre 60 Ibs./acre 35 lbs./acre 30 lbs./acre 70 Ibs./acre 50 Ibs./acre 25 lbs./acre Sep l-Mar 1 '\ tNov l-Mar 1), COnsult Conservation Engineer or SOil COnaervation Service for additional in- formation concerninq other alternatives for vegetation of denuded areas. The above vegetation rates are those which do well under local conditions, other seedine] rate combinations are possible. For a lawn quality turf, double or triple rates. ***Temporary - Reseed according to optimum season for desired permanent vegetation. 00 not allow temporary COVer to grow OVer 12- in height before llOVing, otherwise fescue'III&Y be shaded out. Seedbed Preparation 1.) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions, if available. 2. ) Rip the entire area to 6 inches depth. 3.) Remove all 100" rook, roota, and other obstructions leaving surface reasonably 8IIIOOth and uniform. . 4. ) Apply agricultural lime. fertilizer, and superphosphate uniformly and mix with soil (aee below~). 5.). COntinue tillage until a well-pulverized, firm, reasonably uniform seedbed is prepared 4 to 6 inches deep. 6. ) Seed on a freshly prepared seedbed and cover seed lightly with seeding equiplllent or cultipaclc after Hedine]. Mulch ~iately after ..ading and anchor mulch. 7. ) .8.) Inspect all seeded ereas-and malte necessary repairs or reseedings within the pl~tin9 ..ason, if possible. 'If stand should be over 60\ damaged. r..stablish fOllowing or1giDal liM, fertilizer and seadine] rate.. 9. ) Consult Conservation Inspector on maintenance treatment and fertilization after permanent cover is established. * Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in c!.ay soils) Fertilizer - 1,000 lb../acre - 10-10-10 . '. Supezphospha te - 500 'lbs. / acre- ioX' analysis . . Mulch - 2 ton./acre - sll&ll grain straw Anchor - Aaphalt Emulsion @ 300 qals./acre Yd. PAVEMENT WIDTH 6'-.0" SHOULDER WIDTH 1/4-'FT. or -~.n~OJ... -8.33 % or ,- 'FT. w-o. ~-Q. Y~ .If; "l\6 1/4 - PER. FT. +8% -I, 0 ~ e'-Q ...~ . B. SHOULDER SECTION DRIVEWAY TURNOUT GRADES -........---- ~- - -~ --...- - ........... ~ .... _ _ _ ... . . . _ ~ ~ J ~-.. , , . , : .. " . ...._.,,-J " .' NOTES " " , ,. , I '. \ , I . \ ) IMPERVIOUS SURFACE TOTAL SITE AREA (PHASE 1 AND 2,200,925 S.F. ROAD IMPERVIOUS LOT IMPERVIOUS PROPOSED PROPOSED ARE GREATER 40,000 THAN SQUARE FEET. 42, MUST FACE " TOTAL PROPOSED TABLE 2) 50.526 59,221 168,000 S.F. (4000 S.F. PER LOT) IMPERVIOUS 10.32% AC. S.F. I I I I I I I I I I , , I I !-,..., . --', I /,'1 - ~ FROM P B 25, PG 129 v / \ \ ~ ~ / _ g ~ 'I / \~ a ~I co I~ -<0;\ -::ON I() 0 Ol I ~> ~ 0 I \ \ 1) ALL NEW ROADS WILL BE N.C. D.O. T. SPECIFICA TIONS DESIGNA TED AS PUBLIC. 2) ALL LOTS WILL HAVE INDIVIDUAL WELLS AND INDIVIDUAL SEPTIC TANKS. 3) ALL LOT AREAS OR EQUAL TO 4) THE HOMES ON LOTS 36 & YEARGIN CIRCLE. 5) THE HOME ON LOT 6) ALL TAR-PAMLlCO BUlL T TO AND ADOPTED " / , -- -... "- .... ! , . , , ,. ~ ~-.. -. 1 MUST FACE BUFFERS MUST BROOKSDALE DRIVE. REMAIN UNDISTURBED. / " / -".- "- " .. NOTE: ~IS PROPERTY MAY BE SUBJECT TO TAR-PAMLlCO RIVER RIPARIAN BUFFER RULES. "', CALL N.C. DIVISION OF WATER QUALITY TO 'VERIFY (919-571-4700). MINIMUM FRONT REAR SIDE BUILDING SETBACKS '. " '. '-...., 50' "2-Si: 15"'\ ,,' r--_ -. ~. " " . , , , , ' : . ." , \, t: " ".. -........., , ''''.. '. '\.' \ ! ~ Q , . . -.... " , " " " " " .. '. " '. : )10.01' ~ - - - - ~ ',~:,,"~"'-"~""""'.,vi C't'N I TY.." M' A P ,.,.' ..... ".. " \'''.'''' ,.' ~ - - -. _. - "", "I . . .' . , ". '& D .... " ..____ ...., Lc.GEN : ,,' -.. . " " N/F.' " y, '. EIP :.... EXISTING IRON PIPE ,"CENTURA BAlNK TRUST.. ,/ Y.) . EDITH:ADAMS'" . /' ~ '~PK - EXISTING PK NAIL DB 8=15. P,G '78:l"--'-"- ,,"., / .... ...' - NEW'IRON PIPE SET, f' "^ '-"/.' .... ... '. RfW - RIGHT.oF WAY,. P.~,~5.. G 1"" ._" , . , , ..P.IN' * 8138-2117481.," -'" .,'" '~'_'" ',... ,CAtv - CABLE TN BOX / ,.,' .........-....... . / ,". ", ". '&B ..:. ELECTRIC BOX ." ,J , /' .... , "....TEL "':"JELEPHONE PEDESTAL ,.,f : _,--- .':/ "~'-'-""-""<" 'p~. '.:., POWCRJ?ObE-' /./ '/ ' '__ , "--- .... ........, " QHL..-"QVERHEAD LINE .' ~ , I .... ....,...., ',- '.{..P _ "t.4Gf1..T P.OLE:.," ,... .' /' .. ......<~<. /' ~ , W~'-E~ METER ....,./ ./ ","',/ /f'" ,,.1,e~.97'/ ,....". ~ ........, _._ '_./ :' ,."47...52' r . . - 1 ..,//,' -f.- -..'- "-:-or .r ~ ~.. ~' : ,I ".,/ ~.;~ /,"''', , , ,/ . ..~....~r ~ , I " . ' I.~~~ ,.. ./..., " I /,' / ,,'1 J .J : I ,.' ,"i~ ~/,. ., ,,-" I: ' " ".1 ,'I' ,,.,,. ~L",~'" ".,' , I ,~ ~ ,',' /' ( ,. f.' 1./,/ I ,: :,. I I : iI:' I ' 1/ ) \ /: ~ I I ~; ... ff7.)./ j ~ f ,; r;;.....2:~ 8q,..ft.1 : ~ I( : 10.9/17 ,AC. F' :.) I,.. ; /1 ; I I \ I " . I" f, '~ \, I \ 'I~' '- " " '. '.1 I \ '\ . "L \ 'V \'" ,~'~ %', / N/F RALPH C &: MAE BLACKLEY D B 660. PG 297 PB 16, PG 113 PIN 1/ 1837-18-9113 .... ~. -" " " .. \ .-. , . . (. '. \ , , _.~... " '. .,' " \ '. , , , , , , ", " , J/ I ..., '-...--- --r~ ... ~ - ... .. ./ / / , ., --_..- ""~""" " " , . , . . '. " . . , , , , , . ".,. , ' ^. , ,~ .,'-....-.... ""'.. ..,....'-' ~. -. - - ~..... , - -- --".,....- ':.:.:...'-:..-~:...-::.:;~..-- --, , " .......... ,/ \ , ' , ' .... I '-. , , " .......... -"-- '. . ",,-,- ---- ~- -- ~.. - - --- ~-----..... N/F CHRYSTAL DAWN ENGLEBRIGHT D B 864, PG 928 PIN 1/1837-28-3115 N/F BRENDA KAY PEACE DB 712, PG 426 PIN 1/ 1837-28-2311 '/ I'" \ \ " N/F STEVEN H &: SHARON K LAZARZ D B 869. PG 238 PIN 1/ 1837-27-3396 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/ /\ '. . _....-.~----._-. '-. " , .... ~ ~....... "" - ,., " ,J ..'.... '~ "'..", "- \ "', . i " '\ ) r T ., "....110.01' r -:.: ./ .t~' " " ./' (I ;,1 I 1 I I I I ' I I ) / I 1 I .1.- .."',' I ,,' .; ~ 1"'~ , . ( .: I , ,/ I,' . . i ' I, , , " \ ~ " \ \ \ I \ \ I \ \ I \ \ \ , . , , , " '.1 " L'._ ". ....,.. \ '.1 I ~ I; .. '. l___.J LIMITS .of.: '. DIS ~iJ ARi,A o ''... ...~ " ~'lI,/ \. \ \ " " " .110.00 100' TAR-PAMLlCO RIPARIAN BUFFER .. .. , .. 9622' \ . . , " , ... '. " / ,/ " .' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , , I' ..: /~ .' /' / ,.':' , ------,." ". ,.' ,/ ".".." -' , ",.". . .' "'.--.-----,." / / ...-..----....-- '. ~; r"/ '~"""'''.-...--...:--::'''- -...., '--- -... ''-.-.-------- , , , , ,.,........ , '. . . , . , , , . , . . " /' -~....- / / ,/ .- "- __--........._~..................... 1\', --............... -- _........ _I ~ -- -r "' ..r- __ "'-J ,., .",-.. ........ ~ ~ - - ~ "", \ \ .- , ,,/" ,/ - .- -....- ,/ \..---- r - - ,/ - -- " / ""'" /,,"-- ../ -- - """"'--- ~'-- - - -....... -- - -- -- SITE DATA PHASE 2 N/F AMANDA DIXON &: LAURA CRABlREE D B 2003, PG 255 PIN * 1838-41-1723 - ------.............---_/ ,... --- " _J - - - TOTAL AREA (TO BE SUBDIVIDED) 21.578 AC. LEGEND: ~~~, /'?~ ,) -~ ..........'''' v1' ,i...~ . , '\,1 ,'J \01 ;, v <~/) ,_ .. 'r ~ TOTAL LOTS 15 C&M INVESTMENTS 650 JOHN SANDLlNG ROAD FRANKLIN TON, NC 27525 (919) 494-1041 EIP - EXISTING IRON PIPE EPK - EXISTING PK NAIL NIP - NEW IRON PIPE SET R/W - RIGHT OF WAY CA TV - CABLE TV BOX EB - ELECTRIC BOX TEL - TELEPHONE PEDESTAL PP - POWER POLE OHL - OVERHEAD LINE LP - LIGHT POLE WM WATER METER WV WATER VALVE CO SEWER CLEAN-OUT ~~%~;J - UNSUITABLE SOILS AREA LESS R/W 1.021 AC. TOTAL ROAD LENGTH 779' l' PER FT I <t I 50' RIGHT OF WAY I 20' PAVEMENT-f:: 6'-1' 6'- I I SHOULDER DITCH 1 4" PER FT I" PER n OWNER/DEVELOPER: NET AREA 20.557 AC. RESIDENTIAL SINGLE FAMILY SUBDIVISION .. .......~ ...........f..... to. PRELIMINARY SUBDIVISION PLAN FOR BROOKSDALE SUBDIVISION PHASE 2 A VERAGE LOT SIZE 1.370 AC. -8'- SHOULDER PROPOSED USE LOCAL RESIDENTIAL OWNER: BLUE SKY TIMBER PROPERTIES, 968, PG. 248 TOWNSHIP NORTH CAROLINA LLC DATE GRANVILLE COUNTY PLANNING DIRECTOR """""" ,"',:\r\ CA~ II", ""O~ ............ O( " ~~ .....ofESS/o~',... ~ -~ .... 'to Alo -.-'" fill .. .' ,,"Yo- '-d .,..., .. .. .... ~~' - =! SEAL \ = - ~ l-3794 i_= ~ ~~ ~: ~ ... ~"'1l 0"'''- ~ hO.....z:> SUR\l0....~5P~ ~""'/y;;';;......A.....~CJ}'.. ""~ . \\" . ~~ R€VISE{) /-IZ-O(P REF: D.B. BRASSFIELD GRANVILLE COUNTY, TOTAL DISTURBED AREA 1.5 AC. I HEREBY CERTIFY THAT APPROVAL WAS GRANTED TO THIS MAJOR PRELIMINARY PLAT BY THE GRANVILLE COUNTY PLANNING BOARD AT THEIR MEETING ON THIS MAJOR PRELIMINARY PLAT SHALL EXPIRE TWO (2) YEARS FROM THE APPROVAL DATE 100 I 50 o 100 200 I ~ I t:> ~ o '" u o C<: f- <( ..J Lo. I ..J ..J W :r: u f- ~ SCALE 1 "=1 00' CA WTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FOREST, N.C., 27587, (919) 556-3148 JANUARY 31, 2005 ZONED AR-40 PIN #1837-29-6048 SHEET 1 BROOKSDALE DR VE 50' PUBL C R/W \ , \, ..... "-,' " , , , ' , \ \ \' , -........ ..... r --....... ........... - "- \ '- \ - ....... , 1 5+ 50 TO 23+29.19 \ , , , )r/ Q " , , I I '\ \ I \ \ \ , " \ " . - '- . '" / , ) _J ~ ,------- ..- ;// r I f'" -" .... ,. r-~----I-r /-1' / , , /. r'// ,/ .-I .' ' r r l-r - - ./' / - / ~,---~--,~ ' 1,/ 1" / "..-i/ /'- \ \ jl ,'- " ( / '/" / - / -:> ' - ':\ '...1 I r" ri.....',,' J '- / ? ,I I J .' ((;' 1~ '\, ,'.,' 'I'll --...... ') '/ /,1 I"f J / /,' \ I l 'I . III ,) / I I '-,/ ," " 'I' ". I 1,-' I; ,/ I .' / / \" // 1/'/ I I' I t - 7.../,' / , I" Itt' '\ I I ", / {Vi / / I ;,' /' ,/ /J' ,I, ,I I ,.: / \ ,/ / " f ;' " '~' r f ' / /1 I. 'I / ' r " . I \' " / Y 'I I ,'I I I ,'1' /, I ( / , , , i . \ \ 'f' ( , /', \^, " , J: I, \ ( '\ . '\' \ \ \, TE~PO.RARY 1\ . \ I I , , sEbIM~NT, \ \ \ \ , PIT # IS ' I , '26" X g' (X 4' \ . . \ \ \ I '~'. \, \ \ \ 1\, !...- \~ --.- - r-- \ \ \ · \ \ I I'" -\. \ \ I I~ ,-, -\ -'- \~ \ ~-'\~-~-\ \ \A \ \ I' /' \, \ , , I I' , \ \ \ , , I ,I l \ " , \ \ \ \ \ \ '- \ '20' IllRl\NA'GE' "- GPJ \ EA~M,ENl' \ \ \ I ~ ',~ '. \ \'\ '- \ \ 1,'10 '.. 20'~' SE~\MENT c:J \' \ \ \ ~' \ "'- \ \ ~ BASIN ~AINT6NANCE \ I ''' \ I \ I I EA~EMENil' I \ I -..; ,'\ " I" (,. "\ ,i\1\ "' I, )---\ \ \ II \ , ' ~,\" V' \ \, \ \ \ \ Q \, \ "\,\, , \ \ , \ \' \ \ \ \ @)''.\ \ ~ \ ,\ '- ,-', I ".. \\, '. \2 1" \ ,\ \ "\ \, ~ \ \, \ \ \ , I " " I , , \ \ \ "\ \ \ \ \.." \ ,'\' \ .. \ ... '- '- \ '\, " ',\ \ \'. '-\ '. \ \ I \ \ \ \" '0-.. \ \ \ \ \ ", '. , ,\ \ , , \' , , "' ' '\ ' , ~ ,'. \\'",' I \ ' ,I , \ ' ,\ \ \ \ "" " "," " , " \ I "- ' '\ I, \~. \ \. \, '" ", \ \ ' \ ", ' \ \' \ "-, " '\ "'-, "\' \ " \ ' " '\ \ , \", I \' \ \ , \ ' '\ .. .. \ ' ,~\ \ \ '\ \', \ \ " \ I , \ " I I , , , I " '\ , I.. "\,, '.... , , .... , \ .... 1", ...." \, I "', 'ZqNE ~ @,\."""""j""""t-"',4-3G ',,>,1'3 \", 1',---, \, ....,~, "-', "" ",/ \\. ....,', " , \, ' ", \ " ,," '-... 'I' \ ... ... , c... " ~ "" ........... "'",... \ ... '\ '-__.wI' ,~ ' :~A~~~i.~; ~J ~: ':, ' ~'1' 11 "'" \ "J, ", , , " , I ,/ I , 'INSTAtbED DURlN~NSTRiJiTlON &1" \ t'tr " .... , /@ , '~PE. DlreH T ~ INED TH " ' I.. '@ , _ .... '- PLAsJIC TO 'pQ ~nFlQSI NAND ''.. ' \ , I \ '1 5 ' --l - - ~ 1 6 ' ..s~O~L~ ~E DIMW,~D ~l Nb~D. \: ' '\ ,~~ \ I \ '- , ' , , ,I , '" "', '~~1~O'\F@I~8'''~Cp.,'WlTH''.HEAD~tL,__ ' ',I ' " ,Do ,= 20.~8 AC. \, \ 001 ' " '\., \' Q10~S7~Ofs \ Hw=3.68' " "I ,"" - ~....... , " \, Q25=6'1.1I2cfs Hw=3.84", I 'm)p,oRARY' \ Q100=~1I90cfs 'l-Iw=4.24' 'I ' '- - - -" S~IMI>NT I \' \' .... .... 'PIT '* 4' , ..... 2\3' X' 12" {( 4' \ \ .... , '\ \, r. " , \,,'-, I'. ,,'., l , , ~ , "- \ J ( , I I I / / I I , , '-. " \ , \ \ \ , , , " ,/ J I,' { ( I / ( I , I " , I I , , , , / > I I I> //1 , , , I , I / , I \ \ \ , , I' ""- - - - - --./ '" , , J , , I i / / , , / \ /'1 I I " /1 I I I I 1 I r \', " I \. / \ ) .I ,. , / , , I \, '\ \ , I I / / , , , , , J ') \ , , , \ / / ~ I / J , , , ) \ \ \ '\ \ 1/ /1 \ I \1 l , I ' I ( , , " , \ \ , , , , / \ @ ~ , I I ,<<& ,/ t0i , I, '\ '\ \ , , , /1 1 I il: ( ( ,; I .j./ \1 , '\ " I , I I , I \ \ I \ STREAM CHANNEL DISTURBANCE = 148.64 L.F. TAR-PAMLlCO RIPARIAN BUFFER ZONE 1 4,762 S.F. TAR-PAMLlCO RIPARIAN BUFFER ZONE 2 8,898 S,F. WETLANDS 1,325 S.F. \ \ , , , , , , , , I , \ , , , , , , \ \ ~L1MI TS OF \ AREA , , , , LIMITS OiJ ' OISTURBEb AREA r , , 'I CON~RUCTED CHANNEL, I RI~RAP: OR EOWAL ( , , \ , , \ ...- \ ~ I I II WETLANDS ZONE 1 ZONE 2 , , +---JUiIt \TOl . ,. . , I , , , \ , , , \ \ , \ 15+00 +- > \ ...... , " I ,.... , , ... , I '-- - -/ --' l \! ... " " ... " \ ~'" @"" "'-'~"~' '",@-" ,'>: \-, '...... -'" I --- , .... , '- ,.... , I 1'" " , , , ~ -- " , , , , , , " \ ' I L1l,4ITS OF I DISTU~BED AREA \ , I I \ \ l, I, \ , , " \ \, '. \ \ , I , \ \ ' '. I I \ \ \ \ , \ I I, \ " \ '-, ,I 'kMPdRARY , &DIMeNT ,EASEMENT \', F'IT # 3, '- I' \ ..J3' X 1\2' X 4' " I" I \ \ ' I LEVIiL SPRE/+DER fJ ~..... 1 \ ENTRANCE W1QTH=lD" ..... \ ~ EtlD WlDTHr3' " " I 'FLOW = O. 90 ~fs .. , - " , ' LENGll'i=0.90,cfs' 13....1170' .... @" , 1" \. \ LENGTH.=12' , : ." 2.. 4 '....". ,! ' 'OEPTH=l'l.5' , , , , I GR"SS SWA\.E \ RIP-RAP '&NERGYtHDISSIPA TOR- ' , " .... 'l:-N "',\ ~~GTH=30' WID ...12' " , ~22 ,MINIMUM ~ICKNE~_ ' , (jCDo.T CLASS ",' 13' STO:w. , ' " "",~ " I "" " "" " ,,''''', \ \', ',... " " \,,"" ,'" " '\ " '... /" ",'" ... ....1, \.... v_ , < , /" " 1 '- ...... / ......." " '..... " , /' ..... ' ,- , , ., ... ....... '- ... L I '- " '-..... ~ - -,- - "'" "'" -------- / " "~~' ,,-......../ "'-...- " ' , , , I I , INSTALL CHIlCK DAMS IN AL~ DITCHES AS , NECESSARY . '1 i ,!~vel Spreal1er (nol to sc;ale) " \ , ,\ 'SI,.OPE' & \ ,I \ ~~AINA& I ,I \ I \' ) E~SEMEl'tT TEM"ORAh ,'\ \ \ . I ' I I " SEDI~ENT' I ,\ \,).. I , \ PhT #,1' \ \ \ \ .. , .I , 1 I I , \ , '24<' X ,j' >>4' I _____. ' I ,I I I' ' I I, I \ 1,\ -., " I I ) I I \ \ ,\ \ ,I \ , " I 1 I , I I I LEVEl SPREADER 'f " I \ , \.. ' , , I " 1 I 1 I' I 1 ENTRANCEj WJll\'f,;"JO\ , \ , _ ' I)' , ", EI'lD WjDffl=l3, I ' -- r _ _ ,I i J" FLOW = I 0.!l8 1 cfs I \' , - - , , _ _ ~ _ ~ ...J @ I , ), I!.ENr.TH=Q.98 4:fs ~ 13'=12.74' I , , _ @ - _, __ , I, I r /..ENGTH=13i 1 1 1 , ' - - - - - - - - - - - - 2 6 I I' ,DEP'!!r=0,5" 1 I \ I I -2-7 --'~~---I -. --1--' '1" qRASSSWj\LEI '(I~\I -... - - - _ .;" i - -1_ I I I I J~' "-- __ ' J "'_ 1 , , I 1 ~ - - - - - - - -1- -/ ,,~;,' ~r' - -1' - ,/ -,; ,,/ n 5' k}-J~, , /' - - _ -'), I / , )".:4- , -r ------,' ,".,',', I _-------~ , ,/ /,' '",}of'" I -- ________--.-'.", ,,/ ",/j ",','1 '1'1 ---------r ------.,/' 'I 1,1-1 '. _ - - - _ - ,/ I J ,,' , } I I --... .",,'" "'......,," /" , / '<(I ,I, I -1- ,', ,../ /' I~ . ' 4G G- - - - - - ---- - --- ......,' - ,-' - ~./" , /' I I '. I : \ I I ---- _ - - _ -.... I ' , ".J 'I ----- -r '.' " - ... - - - -"...,.. ... -",/ , / / " ;",' ,'" ," I , ..... \ V =9Ha..,j- ..-.----;,:;- ~(5;:f7?t::r~~.:J .~;"''':;'!;'''' ,h"I--~'rsl!~'( ------..... '.'~".' .. "". ~:..---.. -----\# , I"~J Qf- j e ,_~.,..""',-':';~:~..~.:.j,,:~...>/ ........., i ,/ ~~...~ . ,\ '" ,';.' .._./- .,,-' ."~.....,.~....{, ~" ',-__...... .' I ~.', ':..-. ~' -=)0!~f~5'::;:~:;j~~~j~=-~' -=.:~5~','i:' "~~~':~'; ',~.. . " "to......I".. , " .,' '( . -~ ./1". .' 0 .,1.;",".,1 :~- .-~,-" ... /~<~ \. J+", ~ "'l~_.. ), \. ~___ ,_////,:.... ~ ",.,l' ',"" )"'-\'., :~:~:;~{' S~fltll'" ~ .,.t, to!- ~: :i/ .) ,," ,',~.. " J, v.- ll".o]rSII;I")PC, J. "'- J. Y"" ," " )" ;.., ). 0,,11"1 .. ----.... ~." ", '...( ........, ~ M' ......' ". ,",' ...' ,; r,_.'-', "'t-,<.-"'-.~-'" " ..~ ~ !r'",', ,II" I. ---- --.' ----., .".., l~' t.. "':, 'I. f"',' \ ., . -f.... -'-- -.J }. ..... '-. \ ..... "' "'" , , \, ) J, -,' ,I. .;'1 " "j. ~" ~ I . j , - - ~ ..I .... - -". t..~ L ~, " ...... \ .... \ , Fl;;ld.. :"4;),, I ....., ~'" :~ .J.;!~ ';,<",,,..i c;,,!"'A-:':' c:v '~(,-,'llfJ'l,J r;.l.... ~\.',,:..--L :'Idlk: r,"~C'(!~, , " l ../ , - - - - - --'" - - , , , " / - l ' .......------- -----~/ ) (;r:!dt"~Th-c f,Ll(It' 01 tho:;' 1;;1<: JI: k't'l of lht: ~jvCf',i,)jll.:t~:!J;nl.'; ,h,Ml:l rH\:,zol'.' a "~n:'ll:L lllfl.'-; ,i " ill I'n-jJ ;.:hafwd l~r:d;'_'"1 if'\'d at 111(' ';pr,.~':l:1t"T 'J'~1(' ,~,L~I:t' d tll<-' ;;rtt~~Ht"1 ;;h{'1t"U k {y.~ .... .... " " , ./ / ) ) / \ ..... " \ , Sprt':ida li;J -('\1ll~7tm,'1 !ht' k\,d [if' 1.011 anJ...;wdx-d ~;oilli.) UIlILmn t:c:gr'l ,1nd '{cn g!,\Jf (~','er :h::- ki:f:th t'I t'l':: spr."iAJ::-f. l'rolcd it wiLt1 an CI(L:'lntl'n~~b~;,i m.H.l'fl<l1. .....:11 ,'1, :-Ihn~_:~d~~. m;iUHl~:, III (~,{'\'.:m("Hl~ilU1 JO,1.1H,'..... '.'fi,t'tllll''I1 ~() bL':"Im-~(' i>'C,hllshCI! I __--- -4--- -" - " " , -- \ OUllt't art'<I- -lh. j'\llld (ft;-;I'P'-dl :lO-::.\ mll,~( he f-t'llCr;lll) ..ml\J.th ;,.11,1 welJ....cp.141(.d \~'llh :lm.1.'-lmllni :-;'('1'1(' (d 10''"<' HIGH POINT ELEV = 412.39 HIGH POINT STA = 13+68.54 PVI STA = 14+50 PVI ELEV = 416.25 A.D. = -14.59 K = 20.56 ~ :; LOW POINT ELEV = 386.23 LOW POINT STA = 18+33.34 PVl STA = 18+00 PVl ELEV = 376.85 A.D. = 19.30 K = 20.73 DESIGN DATA: Da=20.38 AC. 010=57.52 cfs L=100.00' SLOPE=3.75% Vl0=15.62 fps INSTALL PLASTIC LINER OR APPROVED EQUAL CLEAN WATER BY-PASS CHANNEL CONSTRUCTION SPECIFICATIONS SEED & STABILIZE CLEAN WATER DIVERSION CHANNEL IMMEDIA TEL Y UPON CONSTRUCTION OF CHANNEL. USE NAG C350 LINING FOR CHANNEL STABILIZATION. SEED AND MULCH BARE GROUND \''':bd;l.t~ ali ,11,tmt.:.J ;iI("J,S 300.00' VC Cor.::;lructlon SpeCifications I HlI' mal1lT1j; ,;;hould hl.'":l OllflimL:m of.1 f1 Wilk 1'~Ii'fl<llll~ f, ind~_'\ ";'.::-r Ihe lip .u)oj hurle-d h Ifti.,'ill''; der'f-' Itl ,\ v:trIK:lI tn:jl...:h ("11 tll\: 1'''\'''''(:'1 ,,:d~c Tho:' ul'~\t" edft' \;thliJl-tt hUll wai.:!.:,l 'iln""jIlIoi lj( :"xl ,mJ ll" ~::curt't't I1dd in r'f.!I.'L' '.'.'ilh (,k~~d)' fV.~'I.:("d hL1"') (;uly Wll1.' q;tpk:; at ka.',! 12 mcll{"~ J\~lng Fn~d_'(' ,11:11 t1K' '-.pll.'ader lip IS II:\.:J !'<,r unifonn _?f.;ading o[ ~lOnr m:lo!f. J C~'H"lnh:1 th;: If',',) "pfl'~i\kr or; l.:ldl<;1'r1",~1 :...'1:1 J,oul on (~I:), Vi ~ a:J w U > a:J 400.00' VC HIGH POINT ELEV = 401.54 HIGH POINT STA = 21+89.22 PVI:?-i~ = 21 + 75 PV\.-iL~ t-=l407.00 A.D. -l,/14.69 K = 20.43 ..1. Ci',ns:rlln ,I ;.n h tr.:lL;;itWl; S!.'(111~l l((lm II;: ,1f1t'l"I'''lOn ;-h;17UE') I~.\ bknd ';:;l\llolhL \0 tk: wlJ~h dn" t.Jc ,J1 r, &. '_(',.1 "1 o o + r") ll) N 300.00' VC HORIZONTAL SCALE VERTICAL SCALE 1 "=50' 1 "=1 0' ----- ------ o o + 10 10 I") oi m I") - - r-- ll) N + r") N Vi ~ w I") o r..: ol r") r-- o o + o N Vi ~ w r") ol N ol I") W u > w ll) N + o N Vi U > a:J v ol ...; ol I") W u > a:J __________ w u > w 1" PER fT. I (f I 50' RIGHT OF WAY I 20' P A VEMEN T I 1/4" PER FT. -6'--6'- SHOULDER DITCH "\' " , ~ /----- - -8'- SHOULDER LOCAL RESIDENTIAL ASPHALT MIX ...... . ..... .... ..........1... I" PER FT. 8" ABC '/ 18+00 100' LF @ 48" RCP WITH INV IN = 365.50' INV OUT = 361.75' SLOPE = 3.75% HEADWALL \\\'1""'", ,,'}\-\ CAIlO"'I ,'C")..' .......... ''/ ~ " , ~,. .' '.. <.., A ~, ~ ~ .....O~E.SS/q,;....: ~~ :: "" ll"l~ ~< .~. -:. - i' ; = - t ~i;}4 j : ~ ~~ ~:: -:. ,4-.."'1;V, ...e.: 0: "",,'l, ""''9 SUR-.J::::...'. 0...... '~~~~4i];.~.. ~\S,' ~I~~ R~,M>E f) / - / Z _ () ~ PROFILE LEGEND , , , /1 - - - - - - - - - - - - - - - - - - - EXISTING GROUND CL EXISTING GROUND RIGHT EXISTING GROUND LEFT FINISHED GRADE CL TOP OF ASPHALT DATUM ELEV 350.00 --:~ ol' Ov vO V 1010 .1") N . OM vOl I") OV .r") V' olv r")ol r") "N .ll) N' 000 r")ol I") oo~ .ol v' ,," r")~ 010 .ll) 1")' 1010 1")00 I") vO .1") ~IO 0000 1")1") _0 .1") " . 00" 1")00 I") .....~ ". ll) N' mOl I")~ VI") .ol 10 . OlN I")ol I") ~O .00 ol . OlIO I")ol I") VOl .ll) ~oi om VI") ~,.... <.Or: 0- vO V v~ .ll) ll)"'; 00 Vv "V .10 N' 00 vO V I") v .ll) 00' moo I")ol r") 00 ...; ol I") 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FOREST, N.C., 27587, (919) 556-3148 SHEET 2 ~ I I I I WETLANDS ZONE 1 IMPACT ZONE 2 IMPACT " \ \ \ \ ""- , , \ '\ '\ '\ \ \ , ~ " \ \ '\ \ , \ \ \ \ / .~ -.JuJt plTCI"1 \ / -I I I I ~J\jjE OJ.TCtl , , - - - -/ .... / / .... .... .... ./ .... \ \ ) .... -- BUFFER MPACT 1 DET A L AND WETLAN D MPACT DET A L MAP WETLANDS , \ \ '\ \ \ \\ \ 1 \ \ 1 I \ \ \ I \ l \ ' " , \ \ \ \ \ \ \ ^\ \ \ \ \ \ \ \ \ \ \ ' '\ 'I-.......... '- "- '\ \'\\ \ ( ~ 1 \ \ \ ~ ~ \ \ \ \ \ '- \ ~ \ / " \ ;b' \QRANAGE '- " " 1 ) \ , \ \ \ E\f\SE~EN 1 ' ' , \ 1 , , \ '" I '- - - ..... , "- \ ....., \ I \ \ \, ',"'" "-.....' "'I \ \' \ 'X' , \ ' \. ' '" ",,' .......... , ,\ \ \, ',\, \ ", '" """ , , \, '" ' \ ' "\ . \ \ ) ',\ \ "" 'olD N E 2 " ,.............. , \' , '\ '\ 1,)1' " ............." r"'" , ' , \ '\ \ ' \ \ , I~' ,\ " \ \ ',' '" ~O... ""',' , , , '" , " , \ ,'\ ,'Vh 1 "" \ \' \' ,'" ", '" '\ \ \ ',' \ \ ,I Vh , ~ ' , ,\ \ .....', TEMP-O~RY DlV.t=RS~ DI TCH TO BE '\ \ , , \ '\ ' , \ \ \ I --............ / \ ' \' \ '" .....1t:-1ST ALLE~DURIN, CONSTRUCTION OF, ' , \ \ " \ ' 'I (--............ \ " " , " " PI P&. D IT C H, TO B 5. LI NED WI TH '\' \ \ , , " \ 1 1 \ --............ ','\ '~' ' '5HDULD BE DIMEN$ION~D AS NOtEP. ' \.... ' , \ '\ \ \ , 1 \ ............... " '" '\. ", \ ~ , ... \.... \ \ \ \ \ \ 1 \ ,...., \ ,"" \' ,"" , \ " \ '\ \, \ ,\ \ 1 I \ \ ,,--............ , ,," ",' 187-00, 10.0 If @ ~8 R~P WITH J-1EADWALl.........._ ' 1 \ \' \' \ ~ \ , ~ ' \ '" '" Do '= 2{).38 AC. " \ - "" \ \ ' \ I \ \ I \ \ \ \ \ I' 'I: \,,' " " ';" \ ' "- , ~ \ \ '" I '\ ,'Q1 0==57.:J2cfs Hw==3.68, " ' , LEVEL SPRE~DER # 2 '\ I I \ \ \ \ ' \ \ V ~ " '\ , I \ ' , , ENTRANCE WIDTH~10' ), \' \ \ 1 1 \ ' ~, ,\/\ ~ / \ ~ ',' \, QZ~= 6t.1 ~cf;S H,w==3.Z34' \ " " , END WIDTH=3' \ \ \ \' \" \ \, tEM'p,ORARY \Q10b=71.90cfs t\w=4.24' LEVEL'SPREADER #~ "- , FLOW'= 0.9B cfs \ I \ , \, \ \ \' , \ \ ,/ / '\" S~IM5.NT \ II \ , ~ ENTRANCE WIDTH=1rh" '- ' ~ 4 \ \ \ \ \ , ,PIT # 4' ' \ \" \' r " , LENG\TH=0.98 cfs *1 13'~12.7' \, " \ , \ ' , ~ \ \. '" '2'-3' X'12" ~ 4' \ \ , ' ,END WIDTH=3, , , LENG;TH=1J' 1 1bQ' TARLP~M~IOO " \ \ { '~..... _ ,\ I '\ ' ,FLOW =' 9.90 cfs I' " ' DEPTH=0.5\ \ RI'lARIAN\BlJFF5.R\ ',\' \ \ \ ,\ \ ^ ~', .............. "'" \~' , LENGTH~0.90 cfs--... * 13'=11.70' ''\.. ' \ GRASS SWALE ' \ \ \' Sit h'ENO( \ /, '--..... " \ ~'tENGTH=1'2'" , I \ I \ \ ~I iOP~~& '^L'O .~ TOE' \ (, " \ \ \ \ S OPE & ' , DtP,TH=0.5" - " ' " , \ ~'-\ \ \ M , I \ :\..11 \-- \ DRAINAGE , GRASS'-SW~E I ' " ' " TEMP<DRARl( DRAINA E \ \ ~\ OF \ S PP'( \ \\ I WETLA,'J.p~' \ EASEMt~T ' , ,'\ ... ... ' I SEDIM~NT yAS[ME~ll , " , , '\ \ 'L1MJTS OF \, ... '\ '\ /PIT #12 I ' ,\ 1 \ \ , 'QISTURBEQ AREA i I 24' X ,13' X \ I, ,\ \ , " , ... " ..... .......... , '\ '" , , ..... '\ , , '" '\ , "- " , ..... , , '- , , " " " , , " --. , , , , , '\ "" , , , " , '" '\ , , \ , "-. ') , , , , , , \ \ , " '\, I.... , , \ , ~4 , .... , "- - ..... "- '\ , '..... , .... , ... ..... '" "" '" ... , , " , .... , , \ , .... ... " , , \ , " '\ , , , , \ "- .............. " ..... \ " " ..... , , , " ..... .... , , .... '" .... , .. ) L1M1TS OF I DISTUlRBED AREA \ \ \ \ ) - I I \ \ - ,4." Ju Tf;: DITCH \ '\ ~. ~.~'. .. . , , , , \ 16+00 , \ , , ~ \ \ \\1"""'" ",\\ CARO "'" ,,<)..~ \(\ ........,.,. '(~........ "O~ - ...:.:.~SS/O~..'.. "-<?." .. '.o"'v -... T ,; ::-.,;;/"'" V".-;' ...-=:::; .~- ".,... = t SEAL ~ = ~ \ L-3794~.J 1 .. '. <' ,0.. co- .. . -1", <v...... . 0 - ...... A -.... 'vD SUQ~ '."0 ..... ....~ '. p .,~\o:' .. " Ot.:............. ~: " '//,'jAE f\. \\\' "/1 It:)\~ REVISED I-IZ -01. '\ , \ \ , \ , \ \ , \ \ \ , '\ , , ... , , " ( \ , , \ \ , '\ , \ <lJUlE DI TCH' , \.. 4. ' . "- , :... ".: .. .. .. \ ~)EQ~~L,' \ "'4 ,.i, OR ~QUAt-, , ~ \ 1 , \ ' ............. 1 1 \'-...... ~ ',\ \ \ 1 '~ I 1 S~OPE' & \ \ 1 \ , D~AINAGE 1 \ 1 \ , EA,SEMEN"T TEMfI(ORA~Y 1 I \ 1 , SEDIMENT' , ,\ , ) \ \ \ 1 \ PhT # \ 1 \ 1 \ ' \ \ 24i X ~ j' )<I 4' , I, "~ \ \' \\ \ 1 \ I, ) LEVEll SRREADER '# 11 , \ , \ \ I , EN TR' AN C ~ W,D ~, 1 0 \ \ \ \ I ' \ , I I END VV\IDT~=3 , , \ ~\ \ I I I FLQW = I 0.98 \ cfs I \ I " I ~ENpTH=Q.98 ~fs It: U3"=12.744 I I , I ) LENGTH=13', I I' \' \ \ , I ,DEPT~=015" I I \ I \ \ 9RAS~ SWf\LE I I ,) \ '" , \ , '\ \ '-- "-. , \ SLOPE 1<< TEMPORARY DRAINAGE SEDIME:NT \ EASEMENT PIT # 3 \ I ~3' X 1~' X 4' \ -::J I (LEVE~ SPREA~ER # 3 IM)TS~ OF 1 ENTRANCE WIDI~=-1 0' L, 1 END' WIDTH=~ , FILL SL0PE, FLOW k 0.90 cfs ... ... \ ,..... >-.. ... ~ENGTH=0.90 cfs,* 13'=11.70' "LENGTH=1 ~' '\ " D'E..pTH=0.5'" , 1 ,GRASS SWALE , 1 RIP-RA'p, ENER'qY DISSIPA TOR..... \ LENGTH=30' W~1.H=12' ..... "- 2t' MINIMUM THICKN'ES.....S NCQOT CLASS "I" 13" SmNE , ~ , , , "-. , , ) \ LIMITS OF' I DISTURBED AREA , , I \ '~ \ I \ I Y / I I / I' ' / / L / / , , , "- '\ , " \ , I....... I I , ........... , \ , / , 0/ , 0/ '\. 0/ ............. / , , .... '\ ... I ""- .-l ) / / ( \ \ \ \ " \ \ \ ~ \ ---- , \ \ \ \ \ \ ..... ..... '-.... '" " I \ I I \ ) I , , .--/ , , J \ \ , \ \ \ , \ \ , " / J / / I J / , " \ , .... / I I I I I I I I , , , I , / '\ , ... " " , \ , .... , '\ , , /'-- - , ~ .............. , ... J ' I \ ----'" / - - \ ............. , / \ \ .. I I / ~ -- \)0 -....." 10 ~ SH EET 3 EXISTING /TOP OF BANK ~ HEADWALL: -- EXISTING STREAM BED~ - - - -- INVERT IN 385.50' BUFFER TYP CAL -----LPAVEMENT I~ -\ I 1(}.0 10 IC;/ IY.J I$! 6:5 I....... I ri;' I \ ~\ '?\ ~\ ~\ ~\ ~\ ~\ <<'\ I I PROPOSED CULVERT - - - - - - - - _. 100 LF @ 3.75% \ \ HEADWALL \ -- INVERT OUT 361.75' MPACT ROAD CROSS EXISTING ~P OF BANK RIP-RAP ENERGY DISSAPITOR - \:X~TING STREAM BED 1 " , , , , , , DET A L SECT ON , , PROPOSED ROAD GRADE , , , " , , , / , / , / , EXISTING GROUND /" '" / / , I , .-J .-J LL I " , , I , I , I , APPROXIMA TE WATER ELEVA TION DEPTH BELOW EXISTING STREAM BOTTOM FOR PIPE TO BE BURIED TO ALLOW FOR AQUATIC LIFE PASSAGE , 1.0' 1==1I1~111==11 .. . .... ..... ... . II III I I1111I1111111111111111111111111111111111111111111111 11111/11111111111111111111111111111111111111111111 1_11111111111111111111111111111111111111111111111 " I _"'_III~III==III==III_ ------ :J' \\\11"""'1 ,\\\' G{\ROll. "" ....1' ~ .........,. rA'-<{ I" " ~"' '< '" " I,' V.... , .... /'l... ....~~SIO^' ..;.... ":. , ::-<.. .' /.,\;, '"-'<//'. , ... 0 ." 0' ~'., ~-.....:t;C ~ -: ::<.:0. c.C~\... : = -. >J~ ~ . - :: \ fl~9 a: : C/) :: ::. ~ v"'.:J 0::: .. . <t-..r^~ .. '." "O~J.. .." .. '\ ...... .;.;, .I!...."j,'VD S0\\~'"''''' \" .... " l--r', .' ~, ""/./10 .......11... ~. ".... ;" HAE \\' '//fl ;;?;: ~ / ----5 ----,c;>& SHEET 4 INSI'4U.ATION or PCrnNO AND MA1TING ...... ...... 10 -..l ___ ..... '- ....... ill _ ~ wi-. 'r _'. ..lie..... M.,_ or ........'1PI ~..... a JIR*C- 1M: .... .... pIOW_ _ 01. .... lO'Io 01... __ ..... i& II.. plied. '--_H_.... II iIIIIInMlI ill A.- 6.1_ · I. AppI.,....,..... 1M .... Were ..,.. ... .. or... II.... .l. J DIUiAa iI.-d,liIM _.,'-..,1 I 1..............._....... ........IIIA'1M,. ~ . . ....... . .:ZZ~~.....; . ~ .~ .~~ ~.- 4t~ ~ ~ ~ 'I. .~ ~ '--"'I: :I~' . iI. . ~1. 'f ~~;{ II ,. ~1 lllIIlI :.~ In channels. roll oul strips of netting parallel to the direction ofllow and over the protective mulCh. Anchor netting in a &-inch trench. ~ w::...:> ><~_ X ~ Yl ~ J . 1I./ ~ t. 18" ~ .,',,: overlap Join Itripe by ~. and~ --1. F......Me........................1...-.cI n. Va. D1w."~). 2. SIIn Iayina ... .. CI'OIIl "'1Op 01... cIIIMcJ or ... .. .... i&... ....... .u- ...... .. ..,.....,.. ........ ............. -~ L__ ,. ... ....... 3. To --...... ~............ a....or... _...... 6 it- dllacllep. -willlllIliI. MIl...,...,..... ill....."............ ..., 12 -.._........ aM.., 31\--'...... aM..... .... WIIn 2 ........ . _ .... .. '" _, .. ..... .... ........ lie CMrtwed 3 --.......... ..... iadl... 01..... .......... lie ...... .... ... _, .." 3 I\. De ... ..... 1M ... .... ....,... ...... 4. Tojlli:lawo.... QIIa ....10......... 01... _ ... o-IIp" ... 01... ....... tall II ..... . __ .. F.... 6.1.... ... ........, 12....fI'J. .. --.... ~ .................IP ~ ~,...... _10........... - . . . MIa __ .... II..........., ........ .....11 ....... ~ ....... .. ..... .... --... ...... ..... c-.. . r fllllll .... J -'- II flnIIy w......w.-o Rip-Rip Apron Ene~gy Diss1~to~ Fo~ Sto,.,.te~ Outlet Protection ....-r' , ......".;;jj ~ A~.;,iI' m--- V" ~L~ ~ 1 . ...... 'J:} flow STONE CHECK DAM rot to scat? CONSTRUCTION 6' -*- ~Tf3? L ~ pl't ~ :d~tn L__../-L- upstream CHANNEL CROSSECTION T oognt line channel. al:x:Ne dam - wi tn rip-rap r' Baffle. for Sediment T,.e,'Md .....d. Step 1 Drive "MI 'ence pott at ....t 1'- Into aoIid l'ouncI. WOOO POSTS ,.,. NOT ACCEPT A8Li I -_ ....... ... II thllll...... ,.. wirM ...... ......... ....... ~~~ . -. ...~ ,....,....=-_~ /~.In""'Of~. -:: ..."- "-:..... r-..::~ ... .... r I ~/ .......",. .. ........... _ ......."- r--r-..~ ....... ~ .... ... ..... r-- r-- r-- ... .... .. IlIiNdmum 4. - .... "- ..... r-- r-.. r--. ....ween ~ _ ... ........r-..r--r--r--...""" ~ ........ ......... ....u. ...........~ r-- r-.. r-- : r:: ......._ /~ ::::....::::......... ~ :,...,....... ~ -=o--~,......... ::::::::::~ ...::~ ~ '7' .I / ~ :3' .........i'oo "'r-..~ ~- ~~ 4J~' - VIEWS ,.,. .-...... tJ-l __ LOO~ING ~_ DOWNHILL -Hog wi,e- attached . to poau with lengths of wife > 112'- 2" VIOSnro ston~ '!;P' II " 8-/2 rip-:rap ,,0 ~q; I . L Pl~ ~ I+-Ienqtn -+I O-IECK DAM CRCESECTOV Rip-rap LtMd Channels For The Conveyance of Stol"lllllter "'''', Step 2 Use Slaplea l' Apart to attach f.,1c to hoe wite t . ......... . w ~ CI .- to 12- .... ......-:a . ......~ 18-1 ~..,. , t / wIVe 1 Bedding / V-SMped Wate".y with Stone Center Drltn p (SMped by Motor 'Urol) ~ Bottom of baffle L in lIench and trenc:' --........ filled with toI end cc~. . ....... ~. - .. Trapezoidal TypicIl Riprap Channel PlAn - USE GEO- iEXilLE FABRIC UNDERLlNER - ~I ~~ Pipe Outlet To Flit Arei Vi th 110 Defi nee! CllAnne 1 ~ I. Apron 11ning ..y be rip~AP. grouted ~iprAP. or concrete. '- A ,~~ II. tC--~! _IJA 0.__ .~ ~ PIAn ~ ~ I If ~t1.. A-A ~ ~=4 Pi pe Outlet To Well ~Deff nee! Chin..l 2. 4 is tile length of tile ~i p~Ap Apron. 3. d. 1.5 ti~s tile ...i_ stone di_te~ but /lOt less thAn 6 inches. 4. Di_nsfons And specificAtions lUst be deteMlined by AppropriAte engi..erinll design _thocI. ..... PIPE OUTLET CQNDITIOHS ..... ."'10. ",. _ ..:: I--~ _.., _L.., -~..... ,;,,~ ':'''''-- III ~-::::::::.. - - - U..lJ.IJf6fIQ.06....'_.W._ "'I'~;";'; - -I::~- ; - ,,:'i~ LZ t-:-::::r '.!..o.--------l----- -----_____u"l;._. /rTl. w--I i1r1 ......... ;.;;,1( T T ~ t_ ........... t___(fOfIL_-m ,.:;;;\1. ~ -- - -1- - -1;"::':':~.: - - --"Cifa''':''~.( T .~'J\ l.. 1)..1Il. ".'. ME"I.l"" ", ....u,.~u- - 11'11I& I'" 1.,& ._ "'XIMUM l'.IL Of ......1.' eot..UCTID- . ell'" - .11&II ,.. L1VlL .. __a SECTION THRU 8A$lH a fILTE" , TOP ., ..... GRAVEL a RIP- RAP FILTER BASIN DETAIL NO ICALE I ~~~7 ~ {- ...,,- ~- I '..:.;:.,. "'" .' "" ;... ..0 :'.:. ":''''''J,:'' .,-- 1. ~....., .' :". . ... "?~ J'_<;::<<":':: .:. :..: ::....; .: :::"'::'~ :::\;:it 1 '. .' .'. .... . . . .' '.1 " -::::i' ';.'/1 ::..~.. ',,; '; . < :......: ':..~... :..~:./i II ..1---....... -1- r-- " AI'NOIL---" SECTION THRU IlERM a flLTEIt NQ SCALE :; w .q Filter ll~r -I.E.MPORARY DIVERSION BERM/DITCH.- ~ Ii ,. ~ ~I 18- " ~ 6 Grlvel 8eddin9 V . . TEMPORARY DIVERSION BERMI DITCH D. IllACHIHE: COMPACTION OF Al.L FIl.l. IS REQUIRED. DIVERSIONS SUfflENT TO DIRECT Al.L KDI"ENT-LADEN STOR"WATER INTO A SEDI..ENT CONTROl. DEVICE "UST BE INSTALLED PRIOR TO Cl.EARING a GRUBBING 0' THE AREA (OR IN CONJUNCTION WITH THIS OPERATION 1f SEDI..ENT CONTROl.S a DIVERSIONS ARE INSTALLED AS EACH CRITICAL POlltT IS REACHED). II. DIVERSIONS SHOUl.D IE LOCATED TO ..NI..IZE DA"AGES IY CONSTRUCTION OPERATIONS. e. DIVERSIONS SHOUl.O IE SEEDED a ..ULCICD If THEY ARE TO IIE..AIN IN PLACE OVER 30 DAYS. e1. CHECK DEVICE AFTER UCH RAIN, IUT ONCE A WEEK REGARDl.ESS. REPAIR AS NECESSARY. AGURE 11 OFfSET CUL-DE-SAC DESIGN HOlE: 1HI!SI 'hPICAIs MAY -= LEfT 01 .... AN) MAY -= ...-r WI1H .w IQfI' Of WAY. Construction I....... ..... -.w .. ...... 014 ft wIdD......... 1\ iIIche. O\'Ir the Specifications lip ... ..... I\IncI.- deep In a ~ IIeIIcb G111ha '-' ell.. ...... llppet ell. ....... bull .... -W)' ... lOll ... lID _I)' .... ill piece wilIt "-'7 .....1IIaYy duI)'.... ..... ..... 12......... 1. ~...........Iip illewI for UlliIana ........ 01_ rwar. 3. c- the IewIIpfalkf Oft .......1lIi1 (...... nil). e1. COlIIInIct. 2O-fi nn.IIion IeClion fl'Cllll Iha divenion dlannel 10 blend 1IIlOOlhI)' 10 Iha widtlllIId depth 0I1IIe Ipftlader. _.".."_.,..w~ 11'-.1 ......... /lII I.I~~"~..I .<'i~;~~~ .~""."" ... .L."-- . '." .,', . ~ . ,. ... ;; ",.,,. ---_TlD 'II.\' ~~ . I~ ... Parlbolic-Shaped Wate".y with Stone Center Drlin (Shaped by Bulldozer) .:H.Il.M;. -BER..I DlTCH- -oIT~1t- NOTES' POSITIVE GRADE "UST. PROVIDED TO ASSURE DRAINAGE. II'SLOP<< EXCEEpS 2"1., saD . MULCH DlVEUlOH. TRY NOT TO EXCEED 5% (HIGH VELOCITIES RESUl.T). ",AXI..UM D.A. . 5 ACRES WITHOUT SUPPORTIN. CALCS.. DIVERSIONS AT TIC TOP M Sl.QPES IWII EWTY INTO AIt ~PRO\/ED Sl.OH OIWN. lEltM/OITCtI IS "OST COM..ONLY UKD. NOTE: To Ie Used Where Excessive Swr-ater Velocittes ,"*i-.it Vegetative Ltntngs. Stle of Stone "'st Be Dete,..iMCI 8y IIppr.,..ilte Desi... ........... 1 . \ I . 1" -.' _. ...........10-.. DRIVE STEEL POSII IS- INTO MOUND . All) EXCAVATE A ti X 6- TlENCH UPHILL. . ~ THE LINE OF POSTS. MOOD POSTS ~- IN DIAMETER KAY aE USED, ATTACH. WIRE FENCE TO POSTS AND UTEND THE IOTTOM OF THE FENCE 6- INTO THE EXCAVATED TlENCH. lK I' ~ .\ . '~1' . t: . ..', . \ ) .1iI:!_ fW(. 10" aETWEEN pons - - --r- : "-::::::~ -- ~ "-"-- ~~ ~~::~~ --r- -- r- _ -I- ..... --I- --- r-__ r-~ -I- -- ~ USE GEO- iEXi/LE FABRIC UNDERLlNER 10'_ ~:-,~.j ~~- \ ',,-- - ~, . I ~, . ~ " ~'" "-.. 1111\\" PERSPECTIVE VIEW NO ICALE l-_ ..__.' J.'. SO' R1GH CF WAY I lo..t..i2lt PA_j-...t..+ ~1 I ," DR ft. 1/." It. ;"r _-:.1 - ~.\ or-/ LOCAL RESIDENTIAL ....~' 'I.!S A / SIftIIIAlIE -"'IW.T IIlC .. NIIC CA WTHORNE, MOSS & PANCIERA, 6- 6. ISTEP .q-l IACKFIL THE TRENCH AND COMPACT THE'SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF I S FORCED TO GO THROUGH THE FENCE AND CANNOT GO UNDER IT, ISTEP 3.~ ATTACH HE FILTER FAlRIC TO THE WIRE FENCE A8V EXTEND THE BOTTOM OF THE FABRIC 6 INTO THE TRENCH. :; 20' W " s' s .' ~, , .., M.W. .1 .': . :.::;.~ ;: <..- . :;<;:.::~ . r ". : . ISECTlONI g ! It.. 35' 6' r( " ~STEEL POSTS ~ ~WIRE FENCE (HOG WIRE- I ...............FILTER FABRIC NOTE: Bottom of fflte~ fAbric .ust be plAced in trench And secured by eithe~ backfilling wfth sotl ..te~tAl And tulping o~ by phcir WAShed stone to A height of 6" Above ground level. UAV SlOPE 211 2\1 1-112 q SLOPE AS REd 0. ,'. ... J:, HEIGHT:- MAX. .3~ MiN. 2' ~BOTTO" OF WIRE FENCE AND . FILTER FABRIC BURIED ~~.. . 711 6- IN EXCAVATED TRENCH, ~. ~ .. +-- STEEL POST DR I YEN IS- . . -. . I . I · TERRAIN LlVEL ROLLIHI HILLY SECTION A-A INTO GROUND FIGfJRE .t7 _ SYMM ~RICAt:. :\'.cUL:'DE~sAc NO .:~"'.'. ..- 8'.c;UTTER' '. I SILT FENCEI 5 CURB P.C. DETAILS \ \ , 8- .P ~ ~, ~ "ths'! ! I i I i i ! ! ! I ! . i j j .j j j j j i ! I j i j SO. k\1 y $TAlILIZED CONSTRUCTION ENTRANCE (..t t. aulA) r- ~--C-. I r.tntng .~/ 50' aJ". I'ultJic IUflht- I oI-~AV~) ~...~l'~ Fabtlc folded OWl heIIaoft~ ....,: ............ Hor....... poa _"""'" .. --- Fence ~ '.no _ l' _lad In ttench~ .. f-- I'!' X 6. Irench, : beckfilled end : 1'- '.' . ....-elM. I. ..:::::.:::::-:-:....... ~::;'=F':::'" ::.\~<Y>/Y/}:~:::: ~~ J. a.(~Jf ~B7;~ '. . ..... . .., ..' '.. '. . ."., I ,. ~:.::. :.:::.... '::.' .':':':' .-:...... .' " -~ ojv. L ) ""0'-' . ....:.::,':::.....:...:. ~ :.:;:..:<.::.....:- ;JPI' ;;;..i .....-::::..::...:-:.:::::.:~ . :......:.:.....:::...:.::.:.:..., I .... ::. .:::::..~.:.:.:.:}::.:.:?ifr: ~ .:::;;{.:~ :~:~~>.?\\)~{:;:.?: .. ..'. ::':: ::::';':,: :':::>::: ::.~ ::. ::::: ::'.:~. :~: '!B~ i j i . ~Ml I j ! I - --- .,~-- , ~ I'rovJd. ApproprJot. t,.o,..ttiOll _t_ StaJUJJud Conn".c- tion ~t,.,.~ and I'ubJio Ri9he- 01-""" 50' at", --~ c.t.u,.. . .,..,. I'ubJJo/ ~.ht-ol- /...." CDn.truetion SD.c1f1e.t10n. 1, Stone .h. - U.. KSKA .b. 110. 2 (2-1/2" to 1") or AASHTO tI..1lnaUon , "43. .h. No, 2 (2-1/2" to 1-1/2"). U.. cruahatl .toM. 2, Lea,th ~ A. .ff.ct1v., ~uC not 1... th.n.SO. f.et, 3. Thlekaaa. - Not 1... th.. .1lht (I) inch.... . 4, W1dth - ..c 1... Chen full v1dth of .11 ,.lat. of lDlr... or .Ir.... 5. W..1I1.. - When noe.....'. vhtIo1. .hall ~. cl_". to ro..... .atI1_t prlor c. ..tr-.c. ..t. ,~11c r1Iht..f-vA.,. When v..htnl t. r.~utr". it .h.ll ~. don. on III ar.. ualtUhll4 v1th cruoh~d .t... \IIItell 4ral.. into ea ."ro.'" ....l_t n.p or ...I1_t It,..lll. All ..,Ii..nt .hall ~. pr....t.. I.... ..t.ri", any at.~ drai.. "itch, ." v.ns-cour.. throu.h u.. .f .an4 ~'." .ra..l. boorda or .th.r .,prow.lI4 ...t~a. ., "!tlnt_.. - TII. oatranu ."aU be. lI01ntai.1I4 ln . coildttlon \IIIlc" vill pt...nt ts-ackin, Dr UW1D, of a04w.nt Ollto JI'lbllc d...u-of.....)'. ~1. _., r.~u1r. p.s-1041e top dr...1nl viSh "d1~1o..1 .tone " cGft- dttlon. ...-and and r.,o1r and/or cl.anout 01 Illy' ....ur...uo.. to tr., ."~t. All .1I41..nt .p11lad, dropp". v....04.r tracked onto ,.,lIlte r1Iht.-.f......, _t IN r~ ~4l.ul.,. '., . level ~preader (not to scale) ,- .' .~~: r....'~~~. ;.p. ,,:l'..... ~ ..................- Veg.tlled ~~~...~.~.\.r:-~ "~ .' ..:~:::~;:.:;;.:::.Transillon divetslon ____ ~.,";;..'~.' -....'(':.-;:.-:.. to 0 grad. ~'.~~~' .,.; 'n(~/'" .... .....~~. ~ -----:;r:J. ..... . '! ...~..... -:-J,. Ii- oIIlo~. 'fII- ... :"",..~"'.l,;''''.....'!i ",..."".,\10 ..~..,... ~~r~....~...:t...1!'~ V ~:......... )o.~ :,....... . -m -J. ~ ".. ..~..:..----' .. ..1.. ... , ,,:lIo.... ...............~~....... ... ,.. "",", Jl' .)10....- ...:...~~-i:~.:O;::~J.::, ~ ::::::d~ ~ ,:' ~ ,....'~..... Stabilized ."",:,... ",;......". ~.. ~. . ". ,I - ./ 'i:........)O... ~..".\t. ..... slope .... ..' ~ ....lA... ...,\' L....: )) :> ~, ,.. Stabl. '~.";"'" \ ...~.. ~ .... ~.'.>.'yo ..... undi.turbed ~,,~."" ....:~.n. .;..\.\ V ~ \)X;.' J.:'j.~:' ,.J.."... outl.1 ",,,..1, I' \, .. 4" ~:~,"" .1. Mo... ":.1.:---' <:\ !:.'..:'.)a'.-:' lo',)oo:: ;. ... .,I... ...' ~, .I,. ",. ,l..J.. .I.. 'II" 01. \... <. \./ :::::;;",.,1, J.. \.. \.. ..... \,1 .... .I,.. \'.. ...,. .... ... ..J.. ,.. \,J. ....' ~ Q . -...; ,..., J.. ..... ~\.. .... \. \~.. ... -I ~.... ...... j J . J ... ... \..~, "'" \... .. ! \. ..... ." . oi.....~.. .. \0.. . ,,-. .. .\0. J... !... tot ..I .. ". J..~ "';'../' ../1 ".." ... 'I." .....~. II.. ,......- ~....-.. ................... __ ol__._ _ _ __........ Gra4e- The I'" or IIIe Iut 20 reet at the divenion .....neIlhould provide allllOOllllnlllilion rrom c"-l pade III _.... . 1M........ The pade ollha IIJfIlIda' IIDIId be K. Sptatltr Ii~ IIIe levellipon _iItUrtJed IDiIIll lIIIironn hell'" DIld zero ....... ~ IIIe -lilt of tIto 1pIUdef. ProIKllt with .. mlIion.raillanc 1ROIetiDl.llICh u fiber&lul--.,IO ...-......... and allow ......... 10 . __....iIIIod. - 0IItIeI _The DIlllet di..-.I ..._ lID ...11II)' _oalh IIId ............. wiIb. ~... ollK. v......aIt~ _. ";f- rid TAPER (RlQUIRIO I'OR W LEa 1HAN ... I' SIGHT ~~--1s . 70' I S'roP~ Ii- 30:' ~ ' ~-- --_ RJW + EXISTING ROAD FIGURE 4 RECOMMENDED ROA 0 CONNECTION. NEW RE3IDEN1W. ROAD. a:t RESIDENnAl ':OlJ.EC'ItR ROAD. AND DISTIIG mnE IWNTAlNED ROAD STOP ~DITlON .". Flo. 1",0u'TIII41. 'utDI~l~ro"'S U~r. 40' ~4011l.s OfIFSET CU~ DESIGN (60 FT. aw) -.IEMPORARY GRAVEL CON$TRUCTIQN ~~- TEMPORARY GRAVEL CONSTRUCTION ENTRANCE D. NCDOT'" 5 or'" 57 WASHED STONE SHALL BE USED. PAD TO BE SO' L . 20' W . 6~ D AT A ..IHlMU... b. TURNING RADIUS SUffICIENT TO ACCOMOllATE LARGE TRUCKS IS TO BE PROVIDED. e. ENTRANCE(5I SHOULD BE LOCATED TO PfIOVIDE FOR ..AXI..U.. UTILITY BY ALL CONSTRUCTION VEHICLES. cI. "UST BE MAlNTAINEO IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT fLOW OF MUD ONTO STREETS. "ERIODIC TOPOIIESSINQ WITH STONE WIl.L IE NECEUARY; KEEP SOME HANDY. L ANY ..ATERIAL WHICH STILL MAKES IT ONTO THE ROAD "UST IE CLEANED UP I..MEDIATELY. ~..1 ,,/' :,...' tIP,..,.... t/l\o\"/ /'" 6- ..ilIl..... ~, "'4,: ~ .jJ~" ~ NCDOT # 5 or "57 Woalleel Sto.a NOTES' APPLICABLE AT Al..l. POINTS Of INGRESS a EGRESS UNTIl. SITE IS STABlUZED. fREQUENT CHECKS 0' THE DEVICE AltO TI..El.Y MAlNTENANCEMYU IE PROVIDED. _OCI' "'..wee. _'110. AllNlUTID.. ...... ay weeD' I... D.... ..... " ...,........ REGISTERED LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FOREST, N.C., 27587, (919) 556-3148 CONSTRUCTION SEQUENCE "f.. 1. Obtain gr.dinq pend t . 2. Install gravel construction pad, t.-por.ry diversions, silt t.ncing, sedi_nt balins or oth.r _.sur.s .s shown on the approved plan. Clear only .s necessary to install thes. devices. 3. Call. for on8ite inspection by Enviro~ntal Inspector and obtain Certificate of Co.plianc.. 4. Beqin cl.arinq and qrubbinq. Maintain devic.s as need.d. Rouqh grade site. Inltall storm s.wer (it shown) and prot.ct inlets with silt tencinq, sediment traps or other approved _sur.s .. .hown on the plan. Beqin constructinq buildinq, etc. Stabilize site as ar.as are brought up to finish grad. with veqetation, pavinq, ditch lininq., etc. 7. When construction is COIIPl.te and all areas are stabiliz.d c~l.t.ly, call for in.p.ction by EnvironDental Intipector. It site is approved, re~ve teJ8POrary diversions, .ilt fencing, s.~nt basins, .tc., and aeed out or pave any reSUlting bare ar.aa. All remaininq parmanent .rosion control d.vices (such as velocity dissipatora) should be installed now. 9. When veqetation has beco_ established, call for final site inspection by EnvirorllMntal In.pector. Obtain a C.rtiticat. at Coapl.tion. 5. 6. a. 10. TEt.lPORARY GROUND COVER IS TO BE PROVIDED ON ALL DISTURBED AREAS WITHIN 15 DAYS AfTER ANY PHASE Of GRADING HAS BEEN CONPLETED. ., . . ) SEEDING SCHEDULE. ~ Shoulders, Side Ditches, Slopes (Max. 3:1) ~ Aug 15-Nov 1 Nov I-Mar 1 .!Yl?!. P1antinq Rat. 120 lbs./acre 120 lbs,/acre 25 1bs./acr. 120 lbs./acre 12 lbs./acre 60 lbs./acr. 35 Ibs./acre 30 lb../acre Tall F..cue Tall F..cue r. Abruzzi Ry. Mar l-Apr 15.. Tall Pescue Apr 15-Jun 30 Hull.d Common B.rmudagrass Jul 1 -Aug 15 Tall Pescue.and ***Browntop H.illet ***~ Sorghum-Sudan Hybrids Slopes (3:1 to 2:1) Mar l-crun. 1 Seric.a Lespedeza (scarifi.d) & Add '!'all F.scue Q!. Add Weeping Lov.qrass Q!. ~ Hulled COlIueon Bermudaqr&8s ***Tall pescu. and ***Browntop Mill.t ***or Sorghum-Sudan Hybrids Seric., Lesped.za (unhulled-unscarifi.d) and Tall'P.scu. ~ Abru.z:zi Ry. 50 lbs./acre (Mar l-Apr 15) (Mar l-:Jun 30) (Mar l-'Jun 30) Jun l-Sep 1 60'lbs:lacre 5 lbs./acr. a lbs./acr. 60 lbs./acr. 35 lbs./acr. 30 lbs./acre 70 lbs./acre 50 lbs./acr. 25 lbs./acre Sep l-Mar 1 '\ tNov l-Mar 1), Consult Cons.rvation Enqine.r or Soil Con..rvation Service for additional in- formation conc:.rninq other alternative. for veqetation of d.nuded ar.as. Th. above veq.tation rates are those which do w.ll under local conditions, other s..dinq rat. combinations are possible. For a lawn quality turf, double or triple rates. ***Temporary - Reseed according to optimum season for desired permanent vegetation. Do not allow telllpOrary cover to grow over 12- in height before lIOWinq, otherwise fescue' DIllY be shaded out. S..dbed Preparation 1.) Chisel compacted ar.as and spread topsoil 3 inch.. deep over advers. soil conditionl, if availabl.. 2.) Rip the entire area to 6 inche. depth. 3.) Remov. all loose rook, roots, and oth.r ob.tructions leaving surface reasonably 8IlIOOth and uniform. . 4.) Apply agricultural lime, fertilizer, and superphoSphate uniformly and IIIi.x with soil (a.. below~). 5.). Continu. tillag. until a well-pUlverized, firm, r.asonably uniform a.edbed is prepared 4 to 6 inch.. d..p. 6. ) S.ed on a freahly prepared seedbed and cov.r se.d lightly with a..ding equipll\llnt or c:ultipaclc after ..edinq. Mulch :U.ed1ately after seeding and anchor .ulch. 7. ) .8. ) Inspect all ..eded areas.and.alee n.ce..ary repair. or r....dings within the pl~tin9 ..ason, if po.sible. 'If.tand .hould be over 60t damaged, r..atablbh following odg.t.n&l l~, fartiliz.r and aeedinq ratel. 9.) Conault Cons.rvation Inapector on lll&intenance treatlllent and fertilization after ~ent cover is establiahed. * Apply: AqriC:Ultural Limestone - 2 tons/acre (3 tons/acre F.~tili&er - 1.000 lb.. /acr. - 10-10-10 . . Sup.rphosphate - 500 'lb../a'cre- 20r analysis Mulch - 2 tons/acre - ._11 grain atra", Anchor - Asphalt Emul.ion @ 300 qw./acre in clay soils) VAR. PAVEMENT WIDTH 6'-.(/ SHOULDER WIDTH 114-'Fr. or -~.nA~A -8.33 % or ,. 'FT. ~~. 5'-0. fJ~ .It; '/4. PER. FT. ...8 % -t\6. -'8 0 ~ 5.-0 ....~o B. SHOULDER SECTION DRIVEWAY TURNOUT GRADES " \ ~ ~ ~ ~ TABLE 2) 50.526 59,221 168,000 PER LOT) 10.32% AC. S.F. S.F. I I I I I I I I I I I I I 1 L..... ," 'I 1/ .......1. - ~ FROM P B 25, PG 129 v NOTES " , ,. , , " \ , , , .' . IMPERVIOUS SURFACE TOTAL SITE AREA (PHASE 1 AND 2,200,925 S.F. ROAD IMPERVIOUS LOT IMPERVIOUS (4000 S.F. TOTAL PROPOSED IMPERVIOUS PROPOSED PROPOSED 1) ALL NEW ROADS WILL BE N.C. D.O.T. SPECIFICATIONS DESIGNA TED AS PUBLIC 2) ALL LOTS WILL HAVE INDIVIDUAL WELLS AND INDIVIDUAL SEPTIC TANKS. 3) ALL LOT AREAS OR EQU AL TO 4) THE HOMES ON LOTS YEARGIN CIRCLE. 5) THE HOME ON LOT 6) ALL TAR-PAMLlCO BUILT TO AND , I " ADOPTED " ARE GREATER THAN 40,000 SQUARE FEET. 36 & 42, MUST FACE " / ..... - - - ~ ~ ~ / \, "'\ '"", ". \"" ".", ..,.... \ t ~.. '\ '. \ ...., !\IjF '.. 'j-i M Bl.ACKLE'i ' ,J / / DB,,, 144:,pG 372 ~ .' " , PIN" '1837-'>(9-033.3 \ \: y " \,' \"'- \ '., " ~r - - 7:-' - -4 ......~-~ - ~- ~ ", " \ \ ..... ' ", " ~ T...-----~~~ (r..... " '. \ \,' -r'// -; . - "",' I . fr_.::.::-..::-.:::.::.::r::._.-. _ _ ~._ '-' Ii" ',' ' or , '1 r,~ ..:..- ~ , ~ / ~",,' J... /. f....... -,-- - -or:- - - ) . 1 \ I I ~. ,r / 1 ...., r 1 - ", I' 'T - - - ....i.. - ~ ~ ' ' \ i " ~ .' , ~ 'I ...... r ....., - l 'r' , - "'. , .' ,I - - ;I- -'.:..... 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MINIMUM FRONT REAR SIDE BUILDING SETBACKS \, ' '--.-...., 50' "2-Si' 15" \, " 1 MUST FACE BUFFERS MUST BROOKSDALE DRIVE. REMAIN UNDISTURBED. " '- .... , -. (. ...., " ~ ~ -- " " \ " , '.. I, '- " '''ll..", '. '\, , i , ~ Q / ., '. .......J ,.... , , , , : .. " , ..._--"J " ~....~~.-.~~ " ) ~ " .. " N/F RALPH C &: MAE BLACKLEY D B 660. PG 297 P B 16, PG 113 PIN 11837-18-9113 '. , " ...... ~ ~ ... , , ' "......... " . \ \ , , I , / , " ~ ~ ~- ..-' .' '"-.- 1 .J' 1 ...'. 'T' 1 1/ .. ~ ~ " ----~ -... _ _ oJ , " ... ~.. _ J ,__.~____J / '. . ...'~"'" ~. " , , . , " \ : \ ,I ~ ...~ - ~..... : , , " " ".;> , ' /\. " ",0{ " ,~:..- - - - - ~, Le:GEND: , " ., \,. ~ ~ ~ , ' , ' , - ---~----"'-~_.~-~_. -.. --" . N/F/ . CENTURA BJ,lNK TRUST,. EDITH/ADAMS- .' D B 8~5, PG '78~,-- P ~.~5, .PG 1~ : - '. -- -_...----~-----~ '"'. ~... '\ EIP :..... EXISTING IRON PIPE "~PK -' EXISTING PK NAIL , - NEW, IRON PIPE SET, Rf'tl - RIGHT'.QF WAY,.'" '. . N/F CHRYSTAL DAWN ENGLEBRIGHT D B 864. PG 928 PIN 11837-28-3115 ./ - - - - - - - - - - - ..../- T ' I N/F / BRENDA KAY PEACE / I DB 712. PG 426,' \ PIN' 1837-28-P). I .; I I \ --i - '. "- N/F STEVEN H &: SHARON K LAZARZ D B 869. PG 238 PIN 1 1837-27-3396 ,------------- \ \ \ , , \ \ , , , \ \ , , , ,,/ /\ , I I -~-- ". -,' , - ~ ~- / , , , , / I ,............, ~~ "- ~ - - ~ ~ .' -' " , ' , . , , --... , , " "... ~ - - - - ~ - -. .~.-..... , , " " .. "... ...,/ , /#~ .......----.-..---".. '.. --~....... ,/. '.... """ ___....J/' "",,' I ~~-~~~-------..... ...... .......... I '....~ ...~----.. .... .',1 .....,/ ..,.... ,/,/ ".... ..,,,,, /' /r"" , ,/ .J , , .... , .... / ' / '. . " " ....... '- ~ ... .' - " / , , , ,:' I , , , "- " - - - - - ~ -......'" .... " " '\ ) ~~ - - - - - -- " , '- 'J 'r, "" \1 \ .." " ' : j" '. ", \. ',', '\. . ~~E'&, ' '. !l6E' '.:1.. . '. EASE;MENT -... ", \.. " ' " , I .t --~' I , ,,- ..1-e~.97'/ .' , " '-, .1., "'r .,' ---:'="1 ) /' I .,(... " . .' 'I I ,. V , ... ,..,. 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'Tha 8~5, PG 785 ", PH 2!), PG 129 'fOlN,' 8!~8:"2~-7481 ) , ..... '. . . . , , , . , N/~ JEFFREY 0 :PREDDY D B 622. Ft; 285 PIN II 1837-:2,7-9965 , , , , , , , - - " SITE DATA PHASE 2 N/F AMANDA DIXON &: LAURA CRABTREE D B 2003, PG 255 PIN II 1838-41-1723 -"'_J........................ 1\....., -, .r.............; -- ~'J\ \ \~--- \.---- , - - ,/ - ,/ - ~ " 360-___ -- ---- ........ .......... -- .",-.. - __",.-r / """'---- " / ~ -...... /' "- "'" -- ../ -- --- -....... - """""--- - -- - _/,... ----'-"""--- "' _.../ - --- ........... - - NET AREA 20.557 AC. C&M INVESTMENTS 650 JOHN SANDLlNG ROAD FRANKLlNTON. NC 27525 (919) 494-1041 EIP - EXISTING IRON PIPE EPK - EXISTING PK NAIL NIP - NEW IRON PIPE SET R/W - RIGHT OF WAY CATV - CABLE TV BOX EB - ELECTRIC BOX TEL - TELEPHONE PEDESTAL PP - POWER POLE OHL - OVERHEAD LINE LP - LIGHT POLE WM WA TER METER WV WATER VALVE CO SEWER CLEAN-OUT ~~%~;j - UNSUITABLE SOILS AREA ~>, ~;~\ .<:-\:\ 'V ~"". /~ '\0 ~,r:;' ~.~ ~, " '\,' ,~' LEGEND: TOTAL AREA (TO BE SUBDIVIDED) 21.578 AC. LESS R/W 1.021 AC. TOTAL ROAD LEN GTH 779' ,. PER FT I <t I 50' RIGHT OF WAY I 20' PAVEMENT I 4" PER FT OWNER/DEVELOPER: TOTAL LOTS 15 PRELIMINARY SUBDIVISION PLAN FOR AVERAGE LOT SIZE 1.370 AC. -a'- SHOULDER I:: 6'-- 6'- I SHOULDER DITCH l' PER n BROOKSDALE SUBDIVISION PHASE 2 PROPOSED USE RESIDENTIAL SINGLE FAMILY SUBDIVISION . ......... ............ OWNER: BLUE SKY TIMBER PROPERTIES, LLC LOCAL RESIDENTIAL DATE GRANVILLE COUNTY PLANNING DIRECTOR "",,,,,,,, ",,~\-\ CAIT "'" ..."O~ ............ 0/ " ... ."" ~~~s .., ~.'" , ~~ ...... o't"~ '0 ....'1/~ ~ '..' ^~ ~ ". ~ -:. "":' \-""~"" :: i SEAL ! = ; ~~~ l-3794 ^- j E -:'~'.....~ o....~..:: -:. :/-0"" Z) SUR,'0 .'..r!?J.... ~.."',.'/y.1?.....A'~..~\()~,.... 'I"L..::: . \\" . ~~ R eVISE{) / - 12 - o(p REF: D.B. 968, PG. 248 BRASSFIELD TOWNSHIP GRANVILLE COUNTY, NORTH CAROLINA TOTAL DISTURBED AREA 1.5 AC. I HEREBY CERTIFY THAT APPROVAL WAS GRANTED TO THIS MAJOR PRELIMINARY PLAT BY THE GRANVILLE COUNTY PLANNING BOARD AT THEIR MEETING ON THIS MAJOR PRELIMINARY PLAT SHALL EXPIRE TWO (2) YEARS FROM THE APPROVAL DATE 100 I 50 o 100 200 I l I t:l :!: o '" () o 0:: ~ <( ..J .... I ..J ..J W I () ~ ~ SCALE 1"=100' CA WTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FOREST, N.C., 27587, (919) 556-3148 JANUARY 31, 2005 ZONED AR-40 PIN #1837-29-6048 SHEET 1 ~ ----- ------- ./ BROOKSDALE o RIVE so' R/W PUBLIC \ \ \. 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" ,I \ , ,,@j , , / \ I I , , , @ \ , .... , \ \ \ , \ , \ . /1 1 I il: \ \ , , I , , , I I STREAM CHANNEL DISTURBANCE = 148.64 TAR-PAMLlCO RIPARIAN BUFFER ZONE 1 4,767 TAR-PAMLlCO RIPARIAN BUFFER ZONE 2 8,89B WETLANDS 1,32~, L.F. S.F. S.F. S.F. \ , \ , \ \ \ \ '- \ \ \ .... \ I I , \ \ \ \ \ \ ~L1MITS Of OISTblfBED AREA , , . LIMITS 0/1 ' dlSTURBEb AREA I , I ' C(JN9rRUC'rEO CH~NNEL I I RIIPRAP: OR EQWAL ' \ \ , , , \ / , , . , , , \ , ~ I I I J WETLANDS ZONE 1 ZONE 2 '. \TCH' " 1 5+00 > -+-- -, --.._---~ ~' SLOPE '~ , DRAINAGE ~ I EASEMENT , ,.,T, 3 , I I ~ X ~ X 4' \ " ,LEVIiL SPIlf.\DER * ~ '- \ I ENmANCE IIIIQlH=1 0" , \ EIIO ImTHf'3' , -" , ,~- o.90~fs .. .. "1 LE~GTH-o.lQ..cfs · 13'-11.70' ...., @'" ..... \ 1..fNGDt-12' , , .... " ' \, ~S:JiE '- , , 2, 4 " " "-"! \ 'RIP-RAP'iNERGY\!lISSIPAToR- - _ ' ...... ~~1H-3D' W1Dl1-l~12' , " " I ~22 ,.....,~ICKNE~_ ' , ' ~coo.T, ClASS "I:: 13' STONE, " ' .. " , \ '" .... I' \ ,", ',... ... ", ' ... ,,,'" ," " "', " ",' "... I \, '--/.' 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I '\ \ \ , \, , \ \' , \ \ " , , , \ \ \ , , Sprt'adrr Ii" ~C\lm:tfll-Cl th,.I(,,\'('llj~'vn lJnJ;'i~urh.:d ~,ojl to UIIlL;'rm ht:~b'!\! ,1nd lCro gt<\Je t~'.'I~r :tK' I~CElh (\1' th~ spr,'-ad:r. Protcd it '.,l.'lL'1 ,Ul (I(L;l!-\n.n~--d,~w.:i( mJOCil<1l. ..udl ;h :lr,,:r~~id~:' maHUlh, L(l p,~\'<:m Cfd"il\11 ,.H1l1.11~{,w "'t.';'t~t,ltH"n;ll t>c.. orne t'.-ubh--.:hc.J \ , ..... \ '- , , FI;;"ro> ~'.4Dd Ij'~'" , ",._1,')' :~ ,_-J.~>;;;.-.f";!::< .:".r-~;.r!,t' .;,r",.-I ",l'J -l~. .~ cot,' ,,:;,,,'llr .1:~.,j f,;;w "lot,,:: ; ~:ldLIt: [",::-PUl; / \ , ~ I I Gradt~'rl1i.~ blJ1/f' of t.h~' b~: :(! h.'tot of UlC ~ivcr~i:)n t:t.;H:lll.'; ~h,lUld i~h~.h1o.' a cm.....l:h lfiA:j,,,;:lf(lIllr:nl o:hanr<l:1 ~ra..k IO if"d ill Hi( :-;f'!\~;'lJff 'r;,c p ;iM ,~.r /11(- .;;prcad<'r ,tH'UIJ lx- (Y,\. .. .. , " .. ,I ) , / - " l ' '----- / - - - - ..... - - ~ - - ' - - ---- -- ---- --- " \ , I \ \ \ \ ' \ ' , .. .. " ./ \ " / J I / " "~~' ...... , , , ----------- -- - - , HIGH POINT [LEV = 412.39 HIGH POINT STA = 13+68.54 PVI STA = 14+50 PVI ElEV = 416.25 A.D, = -14.59 K = 20.56 300.00' VC DESIGN DATA: 00=20.38 AC. Ql0=57.52 cis L=I00.ocr SLOPE-3. 75X Vl0=15.62 fps INSTALL PLASTIC LINER OR APPROVED EQUAL CUM WATER BY-PASS CHANNEL CONSTRUCTION SPECIFICATIONS SEED '" STABILIZE CLEAN WATER DIVERSION CHANNEL IlAlEDtATEL Y UPON CONSTRUCTION OF CHANNEL. USE NAG C350 LINING FOR CHANNEL STABILIZATION. Construction Specifications 1- nll' lO.ltlm;:; should b~:\ minlIllt.;U\ (lj 4 M wi-lit' nh'n(hn~ t, H~d>:-:,;,'.'o lhe l:p JJlU buried ~ IIK:ll>"; t.!<_'ep HI ;\ vnur;ti tJi.'ll..:h l't1lhc I.,w~r 1i.:l1~e Th... llFl\('1 ed~t'- .J.hhJld hUHlr:Ulbl 'iHl,,,.thl',, (_W :'irK,! .mJ t~: ~rcurd'll1(1ti in l~l.Jl:c '.~:lIh d~ts('ly ~i,.<<.:("{1Iw<lvy tiul)' \\'Ifi' ~j;lplc~ al1ea.;.;t 12 meMS h~'ll~ En',l:" ~h;ll thf "P'1('.ader hp 1$ Ie..;:] f( r unilnrm :~j1'f(adjng It[ slOnr 1\1:1(.11 .;\ CO""lfU,:t dv: k'.d :;,pfl'adn c.n t,3dL"'.1I(lx~1 ~~;\ lont on 1'11;1. ..t ('\iC\~:nli"J ,I ~D-h transition st.,-,H1ft lnun (I:c ,11"'Cl"~j(Hl :'1/;1:111,.'1 k1l>ll.7r\{! ,,:IHIU1IJh il..' thot' V.'liJh anti de th {) r" ",r LOW POINT ELEV - 386.23 LOW POINT STA - 18+33.34 PVI STA = 18+00 PVI illV = 376.85 A.D. = 19.30 K = 20.73 400.00' VC HIGH POINT ELEV = 401.54 HIGH POINT STA = 21+89.22 PVl~~ = 21 + 75 P~Lpg t=')407.00 A.D. =ldi4.69 K = 20.43 300,00' VC o o + n 1.0 N ~ ~ HORIZONTAL SCALE VERTICAL SCALE 1"=50' 1 "=1 0' Vi ~ CD w () > CD -- EXISTING GROUND LEFT - ~ o ~ o o + 10 I") o ....: 0) I") w ~ w II') N + I") N cii ~ w --- 1.0 . N 0) + . o 0) N I") Vi W ~ ~ CD lD ------- r-- n 0) N 0) n W ~ w o o + o N Vi ~ w I <f. I 50' RIGHT OF WAY I 20' PAVEMENT-\:: 6'-- 6'- I I SHOULDER DITCH 1 4" PER FT. 1" PER n. ".;'.'. ..,.... ..... .. - ' ~8' I S:OULOER 1" pER n. ~\'" ~ ~---" ' LOCAL RESIDENTIAL ASPHALT MIX 8' ABC """""" ,'\'\\ ~ CAIT I"" "h~ .......... O~ ~', 'O~'" ..- ~ '.. <"'A~' l-s: ......0(( '. IO"';-",:,~~ - '"" i 4.~ ~< ". -: -: SEAL ~ = . : - : . - - ~ L-3794 : = -:. ~.<': 9:': = -:'.4"'1'1-, -AO.:c," ...... ~ ..... () S UR\!~....' 0...~ oI"",OI-t:........ .,'..,~\~ ", -"";/1$'j"F\. \\' ~liI:~ AEIIlSeo /- /Z-o(.. I I , /1 PROFILE LEGEND - - - - - - - - - - - - - - - - - - - EXISTING GROUND CL EXISTING GROUND RIGHT 18+00 100' LF @ 48" RCP.1M HEADWALL INY IN - 365.50' INY OUT - 361.75' SLOPE ,. 3,75" FINISHED GRADE CL TOP OF ASPH AL T DATUM EISV 350.00 n. .11') IX) , 0) IX) nO) I") ". .CD N. o ~ IX) . 0) n .0) .11') 50>> .0) I") ~" uj""': o~ .~ .~ .1.0 11')' o~ .~ ~o . IX) 0)' 0)10 nO) n . . (Jl "N .1.0 N' IX) 0 nm n 0)0 . It) 1"). 1010 I") IX) "'l .0 .1") ~ui IX) co nl") .n .m 10' O)N nO) n ..... .11') N' 0)0) n~ lX)~ .0) .' ........ "'l~ N' Oclll .clIl 23+00 22+00 SHEET 2 16+00 17+00 18-"00 19+00 20+00 21+00 CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE.. P.O. BOX 1253. WAKE FOREST, N.C., 27587, (919) 556-3148 -;-JUjE Olif'Ct1.'<1A ~ I I , I WETLANDS ZONE 1 IMPACT ZONE 2 IMPACT " \ \ / / - - - - -.../ , ... , - - '\ , , "" , \ , \ \ , \ , ~ \ , \ <1-.JuJt piTCH \ -1 I ... ... ... --- , \ BUFFER 1 DET A L MPACT AND MPACT DET A L MAP WETLAN D WETLANDS \ \ \ \ \ \ \ \\ \ 1\ \ I I \ \ \ I ," \ I l \ , \ \ \ \ \ I ^\ I \ \ \ I \ \ \ \ " , '\ ' " "~ I, "\\ \ ( I \ I \ \ I ' 1 ( \ , \ , " ~ I \ \ \ 1 \ I \ ' 20' QRAN;\GE \ , ~ \ ~ ' \ BASE~EN1 ' \ ' I ' " \ '\\, \ \, \ I ~ I '\ \ I I' \ , , " , I '- - - "' I I I \ \ \ \ \, \ \... , ,,' "-.' "'\ \ \' \ \ , \ ~ \" ", " \ ,\ , \. \ \ ~ , "'" .........., "'" , , \ "'" 'ZONE 2 " ,"-.. \ \ \ \ \ \ \ ~ \ ' \ \ \ \ /~> \ I \ \' , ' ,\ ~ \ " ,,' ""0, ", ~ ,> ' ~ , ' .. , '\ , \ \' \ \ I Vh \ '0.. \ ' " ,I '" , \ \ \,' \, \ I ,Vh \ ~ ' , ,\ \ ", TEMf'S-O-BhRY Dl'V~RSI~ DITCH TO BE '\ \ \ , \ '\ ", \ \ \ \ "'" / \ ' \" .......... 'I~STALLE~DURIN, CON,STRUCTION OF, ' , \ \ \ \ \' \ \ ("'" \" \' , " " PIPb-. DITCH, TO B& LINED WITH " \ \ , \ \ \ \ I I' ""', \ '~" ' '5H-OULD BE DIMEN$ION~D A'g, NOt~D. ' \... ' , I I \ \ \ I I 1\ "'" " \'" " , ~', ,\ ~ \ \ .... '" \ \ \ \ \ I \ I I ,..... \ \ ,""" '" , '\ " \ '\ \ \ \' I \ \ \ I, \ \ ,,"'" , \ ,," , "-.... " 18-t00, 1 QO If @ ~8 R~P WITH J-1EADWALl-_ I \ \ \\ I \ ~ \ .. " \ , " ' , ' " "Do '= 2{).38 AC. \, \ '\ \ \ \ \ \ I \ \ ." ~', '" , \ I \ ~ \ ~ I ,\, ,\ '010 '57.~2cfs \Hw==3.68' " " , LEVEl.. SPREADER # 2 ' \ \ I \ \ \ \ \ \ '\ \ \' ~'\ , .... , I ENTRANCE WIDTH'=1O" \ , '" \ \ I I \ ' ::." ,\/, ~ I " ~ ',' \ QZ~= 6t.ncf~ H,w=3\84' '\ ' , END WIDTH=3\ \ \ \ \ \ \ \ \ \ \, lEM'p,ORARY'\Q10b=71.90cfs ~w==4~24' LEVEL'SPREADER #"4- , FLOW'= 0.9'8 cfs \ I \ \ I \ \ \ \ ' \ \ \ I I '"'' S~IMENT \ II \ , "'" ENTRANCE WIDTH=1~" LENG\TH=0.98Icfs*'13'~12.74'\ \\\ \ \ \ '\\, \ \ \ ~ \ \.', ,,'PIT#4' \\ \ \ \ " ,END\WIDTH=3'" , LENQ;TH=13' I 1bQ' TARLP~M~IOO " , \ { "~' , 2'-3' X'12"<< 4' \,', FLOW =' 090 cfs " , DEPTH=O.Si \ RI'lARIAN\BUFFE-R' '\ \ ' ,\ \ \ \ \ ^ ~', --....... "\ "~' '\ \' \ 1\ LENGTH~0.90 cf~ * :3'=\11.70' ',,- , GRASS SWALE ' \ \ \ \ Sit h"ENOC \ /, ' " \ ~'bENGTH=1'2, \ II II \ ~IOP~~& "'L'O '~\ i\?E' \ (, \: \ \,' \ S OPE & ' , DEP,TH=0.5" - '" ' , ~'-\ M I I I I \ DRAINAGE , GRASS'-SW~E \ ' "- I TEMPG:lRARl( DRAINA E\ I ~ OF, S pp~ \ \1 \1 WETLA~D~ \ ,EASEMtNT .... , ,'\ ' " I SEDIM~NT \=ASILME~T \ \ \ \ \" \ 'L1MJTS OF '\ \ I PIT # 12 I \ \ 'QISTURB'EQ AREA i 1 24' X 113' X \ \ I , \ , " '- " , " , , ......... , '" , , , , \ , " , ......... , , , , , , , '- , , , - - - , " , , , , , ~ , " , , '\ "" " , " , , " ~ ') , , , , , , , \ , , , , \ \ , " "\ I.... , \ " " , , .... " , \ \ , " " '" '" , , , .... .... , " .... " , " \ .... , , , , , \ " , , , .... \ " " \ \ 1 5", , " .... , "" ".... , , , .... , , , , " , , '" , , \ , , , , , , " J ) L1M1TS OF I DISTlJRBED AREA '\ \ \ \ \ L1~ITS qF <" FI LL SL9PE ----r- ......: ~ \ .... R P=RAP b'R EGlUAL . <1 ( \ \ 16+00 \ , \ \ - , . . . . JUTf;: DITCH \ \ , , , \ \ "'\ \ \ \ \ , \ , , \ \ , \ , , , > \ , " , , \ \ \ , ( I \ , . "- "JU:rE DI TCH .... '_4 "_ \ , , , I , \ ~lEQ~0L,- \ ,.... \.. .. .. .. ..; I \ , \ '--..... OR ~QUAt-, . . \ ~ \ I \ , \ --............ I I \'--... ~ \ \ \ \ \ \ \~ , \ S~OPE\ & \ \ I \ \ ~R-AINAGE I \' \ \ E~SEMEN'T TEMp\ORA~Y \' \ \ \ SEDIMENT \ \ \ \ \ ) \ I \ I \ PhT #,1 \ \ \ \ I 24i X ~ j' X-~' I 1 I 1 I ~ \ \ 1\\ \ I \ I \ ) LEVEll SRREADER \# q I \ \ \ ~ I ,ENTRANC~ W'D~ ' 10\ I \ \ I I \ \ I, END ,^\IDT~=3 I \ I ~\ \ I I I FLQW = \ 0.98 \ cf$ \ \ I I I I l.!.ENPTH=Q.98 (i::fs It: U3'1=12,74~ \ I I I ) ,LENGTH=i3'\ 1 I I \ \ \ \ I I IDEPT~=015'\ 1 ,\ I \ I 9RAS~ SWf\LE I I I I \ . . ~ , SLOPE I~ DRAINAGE EASEMENT , , I TgMPORARY SEDIM~NT PI T # -3 \ I ~3' X 1\2' X 4' \ ~\: \ ~~~~~~~:E~I~~~= ~O~ L1MI!S\ OF I END' WIDTH=~ , FILL SLQPE I.. FLOW h. 0.90 cfs ' " \ " ;-.. , \.ENGTH=0.90 cfs....* 13'=11.70' "LENGTH=12' , " DE,fTH=0.5'" "- \ ,GRASS SWALE , \ RIP-RA'F\ ENER'qY DISSIPA TOR, \ LENGTH=30' Wirn,H=12' , "- 2f" MINIMUM THICKN-ES,S NCQOT CLASS "I" 13" SmNE \ \.. , ,', " '" , , \ LIMITS OF' DISTURB/ED AR[A I \ \ \~ \ \ \ \ Y / I \ / 1/ / / L' / , , " , " , ) \ .......... , , , I I \ , , / " " .......... " , ... / .... ... I ) I , , , , , \ \ ~ \ / ( I \ I \ ~ --- I j / \ , " " \ -.... , I \ I \ / ) \ , .... , , .---/ I \ \ \ \ \ \ \ \ \ \ J , \ , , .... - ,/" - ) / / / , '---- , / / I I I I , J I I I I 1 1 I I 1 \ ".... ........ .... , , , / , .... / , , .-/ '\ .......... ...... .---/ / \ " - - --- - / I I , '- - " , , .......... ...... .... " ..... , , , \ , \ \ \ \\\\11 ""'I ",\\ CARO I"" " ~~..,......., ~~"""" ::,'O<s,..'~f(,.SS/O;;:.........., \ .. os; .. r-O ""'7<.... ~~.~- - , = t SEAL \ = = ~ L-3794 r>- E = - . ~ . - ~ ':...(' 0': CI) :: .. . "1,1, ~ . 0 ... ...... ~....:.VD S u\'\~ ......0 ,,'" , /'0 '" ,.. ~~ , , '/...,'" ....' '\;'>:' ",,'iAE f:>.. ,\\' '" IVi\\ YU~ (' Il~ /'__ REjI'5E.D J-IZ -o~ "- \ " , , , '" , , .... "\ " , " , , , ~ -.-, ~ - A In a SH EET 3 INSTALLA1'ION 01 NE1TING AND MA1'TING ~ ....... 10 __ ....... ....... M ....... ill ""nr'_ willi r . _'.~t.IC~ Aa,_........n-pIIIM&~......-c- 1M -** IIllIIIId JII'lWilID _ 01. ..... lOtIt 01.... .... .... i& ... ..... ......._w- iI iIIMIIMIlI iII"-- 6.1.... . . 1. Appl, u.,leftlIiaIr aM ... ....... Ie,.. .... 1lIlI. ...If.... .t. . IIIUiq is"'" 1_ _, M i..-J 1 ~............. 11II ...... ....... aM ... ..,-d - ........ . : ,......Me............ ..... ..,...... c...-... Va. Oiw. of ~). 'f' . iI. . ~'. 'r \. ,'. ~ :/~ \ V' ~! Y . 18. ~ :}~; overlap Join IIripI by ~, Md ~.,,q. '-l. In channels, roll out strips of nelling parallel to the direction of flow and over the protective mulc:h. 2. SIIn leyina lllo _ fIClIII ....tap oIlllo cIIIIiacJ . ..... .... i&__ .......... AIMr.........., -.v _ ............ r' L""l III .. ........ 3. To... 11II ... _ 11II ......... ill.......... _ ... .... 6.. dIIa dIIp,_wilIIllliI,...... 6aaIy..... ill ,...6...... SUpIa'" _.., 12...._ lllo........ ~ 3 l..-d............ w.. Wlla 2...... - _.... -IIJ _, 11II................. III CMrIIppId 3 __ ... ....... ....... iIdI., 01.... ...... ... III ..... .... .... _, ..., 3 .... De .. .... .. .. __ ....,.. ...... 4. TojDi:a twO.... all."" 10"" !iii aM 0111II _... CMdIIt... aM 01.... ........ .1 ..... . .... ill ,.... 6...... aM ........, 12.....;.u. ........... MeintenanOlf .............. J J ~ - i.,.. lAIr. I'U 10" fir....... ('I' . ...... __ .... ......... ...., .......... ..... II ................ ... ..... ..... --. aM ..... ..... c-.. . . n......... .I -'- II...., ..,.......... Rip-RAp Apron Energy Dissipator For Sto~ter Outlet Protection flow STONE CHECK DAM not to scale CONSTRUCTION line cf1cmnel. al::x:Ne cbm W'itn rip-rap T neig/7 t L ~ nit ~LI : dEpth t-" - _-I -L- upstrrom CHANNEL CROSSECTION r' Baffle. for Sediment Trepe,'and '-ad. Step 1 Drive 1t..1 fence PM' a, ...., 1'- Into eoIicl gtouncl. WOOO POSTS /itIIfj NOT ACCEPT A8Li I I. 'I /I 1)2 - 2 IMJSned > stone VIEWS LOOKING DOWNHILL L pi~ .-J I+-Iengtn -+I O-IECK DAM CROSSECTICN .... Fabric toIded over ~ ....,: Hor~ ..... ~e and '_no NIed In v.nch Rip-rl, liMd Channels For The ConvQlnce of Sto.....ter ',,- , Step 2 U.. Slaplea l' AINW' 10 anKh fabric 10 hoe wile l.a w ...t ..".. . t. 12- Bedding V-Shaped Waterwy with Stone Center Drl1n . (Shaped by Motor 'ltrol) ; , '.'''4' Tr.,.zo1ul R1 prap Ch..ne 1 Plan USE GEO- TEXTILE FABRIC UNDERLINER .. ~I ~~ Pipe Outlet To Flat Area With 110 Defined Channel ~ 1. Apron lining INY be riprap. grouted riprap, or concreta. 2. La is tile llllgth of tile rt prap apl'Oft. 3. d - 1.5 ti..s tile INxt_ stone di_tar but not less tMn 6 inches. 4. Di_nsions and specifications .ust be deterwi nee! by appropriate engineering design _thocf. Section A-A Pipe Outlet To Vell~Defined Channel -", PIPE OUTLET CQHDITIONS t.P ., a.... 10'_ '" 1',=:\" " _OL--=i- SECTION THRU BERM a FILTER "Q SCALE PERSPECTIVE VIEW 110 SCAlE .c___./. so' RlCiH CF WAY I ~120: :':T-t-t..t~1 .., LOCAl RESIDENTIAl.. -I~MPOBARY DIVERSION BERM/DITCH- w TEMPORARY DIVERSION BERMIDITCH o. ""'CHINE: COMPACTION Of ALL fiLL IS REQUIRED. DIVEMIONS SUfflENT TO DIRECT ALL SEDIMENT' LADEN STORMWATER INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO CLEARING. GRUBB'NG Of THE AREA (OR IN CONJUNCTION WITH THIS OPERATION 1f SEDIMENT CONTROLS. DIVERSIONS ARE INSTALLED AS EACH CRITICAL POU'T IS REACHEDI. II. DIVERSIONS SHOULD IE LOCATED TO MIN'MIZE DAMAGES IY CONSTRUCTION OPERATIONS. c. DIVERSIONS SHOULD IE SEEot:D. MULCHED I' THEY AIlE TO REMA'N IN PLACE OVER :sO DAYS. d. CHECK DEVICE AfTER EACH RAIN. IUT ONCE A WEEK REGARDLESS. REPAIR AS NECESSMY. AGURE 11 OFfSET CUL-DE-SAC DESIGN HOIE:.....1'YPICMS MAY . lB'r 01 ...... AN) MAY . .... WIIH 45' ...... Of WAY. Construction 1. Tbe -.In& Ihoo,jId lID ....... old It widI........ 6 iooclru "",r lie Specifications lip _lIIIried 6 ..... deep in 0 ..... lRnCb 011 the Jo.t ell... Tbellpplt ell. *'-Id .... .... .-oodIl)' all _ _ be _I)' IIIId .. place wiIh ~ .... ...., _, ......... II.... 11........... 1. ~... 1M IpIaIdcr lip illewl rar...... ......... ol_ ~. J. c-t the lewdlplaldcr on ~ aoil (..... rill). d. COIlIlnICl 0 2O-R nnaltion section rl1llll thc di-.ion dlamel to blend ..oolIII, 10 the width and depdI of the apeader. IIedd 1"9 ~~ I ... __ Plrlbol1c-Shlped Wlterwy with Stone Center Drain (Shaped by Bulldozer) ..:.IUJ!:. -BERM' DlTCH~ -DITFH- NOTES' POSITIVE GRADE MUST IE ~'DED TO ASSURE ORAlNAGE. If SLOPE EXCEEPS 2%, IUD . MULCH DlVEUlON. TRY NOT TO EXCEED 11% (HIGH VELOCITIES RnULTI. ~AXI"UM D.A. . 5 ACRES WITHOUT SUPPORTING CALCS.. DIVERSIONS AT THE TOP ~ SLOPES MYII EWTY INTO AN "'"PROVED SLOH DlWN. IE(W/DlTCH IS MOlT COMMONLY USED. NOTE: To Be Used Where Excessive Swr-ter Velocities ,"*U.1t Vegetative Linings. Size of Stone "'st Be Dete,.1_ 8y ."'F'OIN'1ate Dts1", ,~.... 1 . \ I - 't __, _. ...._~IO... DRIVE STEEL POIli IS- INTO UOUND . AND EXCAVATE A 6 X 6- TltENCH UPHILL. . ~~ THE LINE OF POSTS. MOOD POSTS ~ IN DIAMETER KAY IE USED. . ATTACH' WIRE FENCE TO POSTS AND EXTEND THE IOTTOtt OF THE FENCE 6- IIITO THE EXCAVATED TltEIICH. tWC. 10" .ETWEEN POSTS ISTEP 3.~ ATTACH HE FILTER FAlRIC TO THE WIRE FENCE AtlV EXTEND THE BOTTOtt OF THE FAlRIC 6 IIITO THE TRENCH. ISTEP .11 'l IACKfIL THE TRENCH AND COMPACT THE'SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO GO THROUGH THE FENCE AND CANNOT GO UNDER IT, ~' .. ~ . , FIGl:JRE,tT . - . l ' .- ( . .' . SYMM~RICAt.:.. \ .CU'L-DE~sAC .;/'." '.. w' a'-c;UTTER' '. NO CURB sJ-' .. M.w. .1 I~ RW' . ISECTIONI 315' HEIGHT: MAX. .3~ ..iN, 2' NOTE: Bottoe of filter f.brtc IUst- be placed in trench and secured by either backfilling with soil ..terial Ind t.-ping or by pllct, WiShed stone to I hetght of 6- above ground level. MAV SlOPE 211 2" I-VZII SLClPE AS REd 0. STEEL POSTS WIRE FENCE (HOG WIRE- SECTION A-A · TERRAIN LEVEL ROLLING HILLY BOTTOM OF WIRE FENCE AND FILTER FABRIC BURIED 6- IN EXCAVATED TRENCH. ~STEEL POST DRIVEN IS- INTO GROUND '. . . -. ISI LT FENCEI 5 DETAILS \ \ . ,.- 8- .P i i I i i j I ! ! I f ! I i ., $TAlllIZED CONSTRUCTION EMTRANCE (..t t. ...u) 50' lilli, _6_ _ .. ~ Provldo .ppltOprl.te tr.".ltion Nt_II $t.JtJJ1u4 Canauvc:- tlon CIItr...o. ... PubJI~ ~1.ht- 01-".'1 . _ ...11..... Ley... or ICOeM(.' CCkUCfID- . CU.. _ ..... ,.. LlwlL '0 __I SECTION THRU 8A$IH a fiLTER 110 SCALE GRAVEL a RIP- RAP FILTER BASIN DETAIL I USE GEO-TEXTILE FABRIC UNDERLlNER I" It 8- Irench. backflled and . . ....-c:l*t. . . :\Y~)i}:>>\: >;.. ~:,:';.:i::...:: = .= ... It') ~1.o"IJ :~:.::'.::::.:j,:~:::}::'~::'.:::::':i:<~: ~~ J. ~~~f B,;HOM ." .... ." ........ '. . r I .. -..:....................... .......... "-~ .jflAL wiG'" . .....:::..:::...:::...:. :.,-:....:..:.:.:......~... ;;JP'. :;..A' . '. ..::. . :.:.<:;;:,\\ :':~.:::.:::::::.:: :;::,:; iA\:;.;~;)i~ ~\;;ii~i~\~!\;~; Bonom of baffle L in trench and trenc:l flied whh IOil and cc'ftpaCted. Con.crllcu'on Snelf'lcatlon. 1, StOll1 01.. - u.. KSIIA .b. No. 2 (2-1/2" to I") or AASHTO d..l....tlon K4J, .h. No. 2 (2-1/2" co 1-1/2"). u.. crUlhed atoftil. 2, LIII.Ch - A. IthcUve, lUlt not 1... th.nSO flet. . 3. nlc.... - 1I0t 1... thUl d.ht C.) ll1ch... . . _ ~. Wldth ~ "t 1... ~II fv11 vldth of .11 pol.t. of l..r... or ..r.... S. V..hl.. - I/IIen JI8C...ar,. wheel. lhall II. cl...... to n...... ....l_t prlor c. ..trafte. ..to p~lic rlsht-of~.,. Whell v..hll1. 1. r.~ulred, It .ball II. "Ofta Oil III aroo "",Ula" vith cnlllh.d ....a whlch dr.l.. lnU .. ."rov'" ....l_t tr.p or ....l_t II..iIl. All ....l..lIt .h.U ~. pr....t.. f~ ..t.rlft& any .tora dr.ln. 41tch. orvata,cour.. th~v.h v.a at .ind II.... .raval. boor4. or .th.r .ppr..... ...thq4.. ., ",lntOlYllc:l - ,",I IfttrollCl .h.11 b. ..1IItd..... ln, a cob.litlon which v111 p ...nt trackS-ill or flowl.. of .ods...llt 011 to public ri.ht.-of-v.,. ~1. .., r.~vl,a pariodlc top dr...ln, v1~h "'dl~io..1 .COlll .. c~- ditlon. d..-nd ..d r.paJr ..d/or claanovt of on, ....ur...ut.. to tr.p .eds.-t. AU ....l..nt .plll..., dropped, v.."....r tuckod onto """l1c r1-.htl-.f-v., _t M ,-..II s.-dt.tol)'. ..' Level ~preader (not to scale) ,- "!I.~~ r....'~~~. J" ;-._~ ,..........,..- V.get.'ed ~ .;......,.: .\.~. .~ .' ~::'7::-:t...:;;..:.:, T,ansitlon . divetslon - ..' ~"~';"[*' . .J .......:::.-:. toOgrade - J>..~iio:~' ..,-; 'n(~" ...' ". ....;:~:: ~. '. .".~ ....\o...-:"L ~",~"'YII- ",.... ....,.. -Y', ...... ........ . . :~.. :'\o~......... ff .".. .. lo- w' "" 11-........ __;;~f~,"'-:i:. ~...t . 'V ~~""'4o.. ,\0' ~ :,...~. .~........ ,...,.~ ".~., '"' " ..:..... "I'..........~~....... ..' ,.. "..... JJ.' ,...._ --- ..tg~~;:~..:::~jfjt.:..; ~ ::::d~ ~ ,:' ~ ~.\.:'~..... Stabilized ~:f:. /:.....~.."... .... ". ,I -.I 'i:~...,.lO...~...... -,.. slope .... .. .;.... IA' II .. I \0 L...: )) )._ >-. ,,, St.b1e ...- -;,. ,. \' '. ..... s;::;.-' - ~.'.> ....... .",. undillurbed ~ '" .l....... ,.~:~.\\. ';""\ '<' ~ \)X ~ . ;"J~:' ,.J.;. outlel "'....1. ,. \. .. J." ~'~,"" ,.. 11...,. ..'- ,l.:--" < '\. ~:'~'" L,'l.-.Jo. ;.0' . I I.,., , \ ~ ..Ir~" ......-. ~, .10.. .". ~, aI..,lI. "....... .....,.'- ",. \... <..\/ -, '-= . \.. \.1 "lr. ,1... Mo., \,..... J. ,... \.1. '" "'" " y , -.; \.. \-.. J.. ......I.. J,.." ~ \. \..~.... ~-I \...... .~..... J J - I _ .. ... .. I.. ~l ..... \..., 10. ... \. "". ... . 'i......~.. .. \00- ",. .. \ .I... ,l... "" ..I \ \I. J "" ~I' (, " '.(\\,."" ... \.. ... 110.. ~.' I... .... '.... .._ lAvel........ II dHIgned 10 ~..... __ ....._.__ _ _ _........ GracJe.-- The .... or the IaIl 20 roel of the diversion channel shcxrld prowidc olmootll transition rl1llll c:"-l....1O ...... . IMlIpIUlIct. TlIe", ol the IpnlIdct should be K. Sprader Ii~ IlIe Ic1Ie1lipon _iIlIned aoillO ...irorm hei.ht and zero .... ~ the !en.... ol the 1pIUdet. Pnltecl il with .. eI'OIioft'leIi1tant -W.1IICh u ribcr&1aa --.,10 JlI'Il-....... and allow wpIaIlon 10 . __ 8lllbliIbcd. 0d0C _The OUIIeI diIpoaI __ -_ be ....raI" _OOIh and .....we..... with 0 ~... or IK. v...... all....... _. rJd TAPER (MGUtRm I'ClR W LDS TtWI .'t IT SlGtf1' ~.7---t~ L I . 70' ... 30:' ---.--___ RJW + [XISnNG ROAD FIGURE 4 RECOMMENDED ROA 0 CONNECTION NEW RE3DEH1W- ROAD. OR RESIDENrlAL ':0U-EC1tR ROAD. AND DISTIlS S1XIE tMlNTAlNED ROAD STOP ~OITION * 110. ,oItw6Tlh4... IUIIllt,:itpAlS U~~ 40' RADIUS OJIFSET CUL-OE-5AC DESIGN (~ F1'. WN) -.I.E.MPORARY GBAVEL CONSTRUCTION ENT~- TEMPORARY GRAVEL CONSTRUCTION ENTRANCE o. NCDOT If II or If 57 WASHED STONE SHALL ai USED. PAD TO BE :lO' L a 20' W a 6M D AT A MINIMUM. II. TURNING RADIUS SUffiCIENT TO ACCOMODATE LARGE TRUCKS IS TO BE PROVIDED. c. ENTRANCE(SI SHOULD BE LOCATED TO PROVIDE fOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. cl. MUST K """NTAlNED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT fLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL SE NECEUARY; KEEP SOME HANDY. .. ANY MATERIAL WHICH STILL MAlCE. IT ONTO THE ROAD MUST SE CLEANED UP IMMEDIATELY. ~.a1 ,/' ,. .". ,/' ~,,\. ./ ~\o ;' ,./' NCDOT #!l or '57 WONIIIII Sto.. NOTES' APPLICABLE AT AL.J. POINTS Of INGRESS. EGRESS UNTIL SITE IS STA81UZED. fREQUENT CHECKS Of THE ~CE AND TIMELY JoWNTENANCE ~ BE PROVIDED. IOUIICE' \Ie. .wce. _,ICDO _DIlUTED" ....... IY wCCO. E... 01... uaal " ",......... CAWTHORNE, MOSS & PANCIERA, P.C. REGISTERED LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FOREST, N.C., 27587, (919) 556-3148 - COIISTRUCTION SEQUENCE 11' 1. Obt.in qr.dinq pend t. 2. In.tall qr.ve1 conetruction p.d. t.-por.ry diver.ione. ailt fencinq, .ediment ba.in. or oth.r ....ure. .. .hown on the approved plan. Cl.ar only.. nee....ry to in.tal1 th..e devices. 3. Call. lor oneit. in.pection by EnvironMnt.l Inspector and obtain Certificate of co.pliance. 4. Beqin clearinq and qrubbinq. Maintain d.vices a. needed. Rouqh gr.d. site. In.tall eto1'lll .._r (if .hown) and protect inlet. with silt fencinq, ..dilllOnt trap. or oth.r approved _a.ure. .s shown on the plan. Beqin con.tructinq buildinq. etc. Stabilize .ite as are.. .re brought up to finish qr.de with veqetation, pavinq, ditch lining., etc. 7. When con.truction i. COIIIPl.te .nd all ar.as are stabilized ~let.ly, call for in.pection by Environmental In~pector. If site ia approved, r.~ve towporary diver.ions, .1lt f.ncinq, seclilllent ba.ins, etc., and .eed out or pave any resulting bare area.. All remaininq permanent erosion control devices (such a. velocity dis.ipators) should be installed now. 9. When veqet.tion ha. become e.tab1ished. c.ll for final site inspection by Environmental In.pector. Obtain a Certific.te of Co.pletion. 5. 6. 8. 10. TEMPORARY GROUND COVER IS TO BE PROVIDED ON All DISTURBED AREAS WITHIN 15 DAYS AfTER ANY PHASE Of GRADING HAS BEEN COMPLETED. ) SEEDING SCHEDULE, ... Shoulders, Side Ditches, Slopes (Max. 311) ~ Auq l5-Nov 1 Nov l-Mar 1 .!XE!. Plantinq Rate 120 lbs./acr. 120 lbs./acre 25 lbs./aere 120 lbs./acre 12 lbs./acre 60 lb../acr. 35 lbs./acre 30 lbs./acre .\: Tall Fescue Tall Fescue , Abruzzi Rye Mar l-Apr 15.. Tall Fe.cue Apr l5-Jun 30 Hulled Common Bermudagra.. Jul 1 -Aug 15 Tall F..cu..and ***Browntop Millit ***~ Sorqhum-Sudan Hybrids Slopes (3:1 to 2:1) Mar 1-l1une 1 Sericea Lespedeza (scarified) , M2. '!'all Fescue QE~ Weeping Loveqra.s QE ~ Hulled CoatIon BermuciAqr_. .**Tall Fescue and ***Browntop MUI;t ***~ SOrqhUlll-Sudan Hybrid. Seric.A Lespedeza (unhulled-unscarified) and Tall, Fescue ~ Abruzzi Rye 60 lbs:lacre 5 lbs./acre 8 lbs./acre 60 lb../acre 35 lbs./acre 30 lbs./acre 70 lb../acre 50 lb../acre 25 lb../acre 50 lb../acre (Mar l-Apr 15) (Mar l-:Jun 30) (Mar l-'Jun 30) J~ l-Sep 1 Sep l-Mar 1 "\ lNOV l-Mar 1). Consult Conservation Enqineer or soil Con.ervation Service for additional in- foxmation concerninq other alternativ.. for vegetetion of denuded ar.a.. The above veqetation rate. are tho.e which do w.ll under local conditions, other seedinq rate colllbinations are possibl.. For a lawn quality turf, double or triple rates. ***Temporary - Reseed accordinq to optimum season for desired permanent veqetation. Do not allow temporary cover to qrow over 12" in height before JDOWinq, otherwise fescue may be shaded out. Seedbed Preparation 1.) Chisel compacted ar.a. and spread top.oil 3 inch.. de.p ov.r .dver.. .oil condition.. if available. 2.) Rip the entire area to 6 inch.. depth. 3. ) Remove all 100.. roolt, roote, and oth.r obstructions leaving surface re.8Onably AIOOth .nd uniform. 4. ) Apply aqricul tural lime, f.rtilizer, and IJUperphosphate unifor'mly and lIIix with 80il (s.. below~). 5.). Continue tillaqe until a well-pulverized, firm, rea80nably uniform seedbed is prepared 4 to 6 inches deep. 6. ) Seed on . fr.shly pr.pared seedbed and cov.r s..d liqhtly with .eeding equiplllent or cultipaclc aftar ..adinq. Mulch JalediAtely after seeding and Anchor .ulch. 7. ) .8. ) In.pect all ..eded ar....and aalte necessary repairs or reseeding. within the pl~tinq ..ason, if pos.ible. 'If.tand .hould be over 60\ damaged, r...tablish following orig1DaJ. liM, fertilizer and seeding rat... 9.) Con.ul t CoJaervation rnspeetor on maintenance tre.tIIent and fertilization aftar permanent cov.r is e.tablished. * Apply: Aqricultural Limestone -. 2 tons/acre (3 tons/acre .in clay soils) F.J;tilizer - 1.000 lbs./acie - 10-10-10 . . Superphosphate - SOO 'lb. ./acre- 20r analysis Mulch - 2 ton./.cre - ...11 grain .tr.w Anchor - Asphalt Emulaion @ 300 qals./acre PAVEa.ENT WIDTH 6'-.(/ SHOULDER WIDTH ~-o. ~- . I 4. PER. FT. B. SHOULDER SECTION DRIVEWAY TURNOUT GRADES