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HomeMy WebLinkAbout20021469 Ver 1_Site Plan_20020911i 3 - ~ m~- ~ ~ ~ ~ 15' DRAINAGE EASEMENT i j 50 ~ S~.T SCE I _ _ ~ ~ S~ , M ~ ~ w. - _e _ _ ~ _ . _v _ _ - - _ _ -.4 _ _ . _ _ _ ~ v _ t _ ~ 7L~ ~ ~ WNO ~~~L W ~c _ ~ n ; _ _ e d.... u.._.__ ; , - ~ I UTILITY CONNECTION NOTE= La" ° y'^- - - W_.._.. a . _ _ - ' . ~ _ - s ~ .u. T VLF." ~..__,.I~~7~~°-•(7~'-'~~,. I _ _ - ~ mow' ~!-"~..orr.. se, .alegeis.~ ._-.~.....w~i~.e~:.rrr.-...... ~_,.~..r,,.rrrr ~~j.'" . '•~c; ' ter.. _ -~"t.° _ _ ~ ._....w...,...a~. +.~i w.~..:...w.~ . _ . PUBLIC UTILITIES ARE TO BE INSTALLED WITHIN THE Y~ ACCESS EASEMENT AND BE CONSTRUCTED BY OTHERS. ~ ~ Y r . - , ~ 7 RIPARIAN BUFFER ZONE 1 z~~, ZONE .yl~ T FINAL LOCATION AND CONNECTI N AR p C O S E UBJECT T a t / s 0 Jz~ VARY WITH FINAL INSTALLATION, Q ~ ~ ~ 3CJN 1 ~ ~ 1 ~ t +I ~ J V'O RIP IA ~ 50 RIPARIAN BUFFER AR N BUFFER OZONE 2 ~ ~ 85 ~Q ~ / 23~ LF DIVERSION DITCH -IL ~ ~ ~ i , 2. r 8.75 ~ 85. 0 j,. 25o LF s~.r FwcE n ~ ~ n 1 .x ~ ~ i 250 LF GRASSED e _ , / ~ ~ a ,a f ' AREA 79 f Cl~ 78 ~ _ ~ J f ~7 77 ,160 LF DIVERS N DITC ;F ~ j df m / f° INV .00 ~ ~ v ~ ~ 85,5 i J N ~ m 86 ~ ' ~v A % o ~ JN Dm 0 IF DIVERSION DITCW w ~ v ~ ~ w ~v m W ( I ~ m Q m DO m ~ CD m SEDIMENT BASIN SCHEDULE ~ ~ ~ 00 0 ~ ~ ~ - r ~ ~ ~ DZ~~~ ! ~ ~m~0 Q ; ~ E.~ ~ -a „a:, ~ Q Q v ~ m ~ O D LOC DIST~AC. ~ryREQ D VOL~WDESIGNED VOL. DIIy8~1SI0NS DA Cvalue QIO WEIR ~ ,gym Zrvz Z r p ~ / BASIN I 2.56 4,590 CF 4,800 CF 40'x30'x4'+I' 3.0 0.35 8.20 5'xl' N CARO cn r~ . t ~ ~ - ~ r j BASIN 2 3,81 6,858 CF 7,000 OF 50'x36'x4'+I' 4.30 0.36 11.7 ~ p~~lal"ul,,~/ to ~ r 5 10' xl' 0 . ? 110~IA'oti ; i r 847 [ D 1j `M1l ~ ~ O V/ _ f ~ ~ .p ~ y BASIN 3 0.94 1,692 CF 2000 CF 25'x20'x4'+I' 1,24 0.36 3.39 4'xl' Z : ~ F %9 v v m m ~ BASIN 4 3.08 5,544 CF 5,600 CF 40'x36'x4'+I' 3.08 0.36 8,42 5'xl' N = 390 t ~ ~ ; r1 ~ t0 i ~1,-, 9 I O U1 J ~ O Q % /~1~ rr I ~ - ~ ~ W ii' 41," i\~~ ~J i U 11111111 87,35 / I LL 4/~~°nC BR ~ ,imllnu+ ~ ~ ~ , ~ Wn` r ~vv 79,00 q ~ ~ L.~ ~ ~ ~ - LF DIVERSI0~1 DITCH i r i ~ ~ , . x ~ p 8 18. R e E' f.~ - Z R.LA. I i a ~ V 0 / m ~ w , t W - ~ _ I INV 79,00 ~ ~ i pp ,ff _ ~ V ~ 01 O I ~ I~(' OZ DAZE n: ~ i. , ~ t ~ u INL IL ~ o f" O ~ - ` ..r.. 2 C{-I ` _ ~ ~S~ ~ M.a,~x p ~ ~ ~ t i ,y ~ ~ ~ ~ M " .tit `-~-~-'1-1 t ~ ~ f 1 ~ 1 ~ ! CO _ ~~_w _ ' _ ~C_I ~ ~9 ~ ` ~ ~ ~~i"~,- ~ 11 _ ~ / p i V ~"8 7 r / i ~ GRASSED 5, 5 1 86 ~ ~ 85 _ SI • ~ # a~ ` , SEDIMENT BASIN 4 O e Z s r~ ~ t ~ Oi CO CO ~ CO ~6 CO CO ! CO CE ! CO CO ~ r s 4' PVC SE CO CO 0, CO CO CO CO CO ~ I' ~ ~ f I ~ ~ ~ ~ _ 0 / ~ fi~ ~ ~ _ Q m ~ a• Pvc s~ o M~y~ W f ~ 0 OUTLET PROTECTION CNE ~ r S DULE _ _..~~y r / - J - - ~ Y~ 1~ g LS,~30' EA! ~ ~ APRON STONE Z LOC DA VIO PIPE DIA. W LT. DEPTH CLASS ~ I.S,~30' EASEMENT FOR PURPOSE OF , ~ INGRE 0 INGRESS, EGRESS & REGRESS FESttI Ib3 AC 5.30 24' 6.0' 9.0' 22' B (n r- ff, DIT ° CHECK DAM DITCH C!-ECK~ tt6 ~ ~ , g 1 ~ NVV~~19 r I J ~ FEStt2 9.10 AC. 9.05 2-18' 120' 150' 22' B 83 82 445 LF DIVERSION DIT / 81 , ~ 8 i ~ T51TCH CI-ECK DAM / / 145'X12' AW I LL / „ W/NET L~ NG 1 FfStt3 1254 AC. 4,40 IB' 6A' 9A' 27 B ~ - /EARTH BEAM DITCH CNF~f~K ~7 DITCH C4-ECK i+8 ' A P~i~~ ~ i PAV ! 136tiF Dlve~oN DITCH ± S EMENT ~ ~ - RIP RAP AND GRAVE ~ ~ PPE 1V.ET FLTER ~ ,r v ~ v ~ ~ r D!~ ~ cno-, T y' z ~ D O RY SURVEY AND TOPOGRAPHIC DATA GRAVEL CONSTRUCTION B~TRANCE i ~ ~ O ~ ~ ~ m ~W_O Q7 DZ7C DZ~ A Z ~m ~m~ D ~ Z F O - 0 1 i ~ _ _ _ _ ~ w n E10~ 24 PIPE _ ~ _ - - - - a 387.34 ~ t ~ _ ~ - ~ ~ r. _ _ . r..._ . _ _ . - ~ _ _ _ ~ _ _ _ k ` .a . - _ ~ I i ~ ''h •l•tlht~ I f / 35 M •J ~ ~ \ ~ ~ ~ RIPARIAN BUFFER ZONE 1 _ > ~ - , f ~ U r ti , _ ~ . ~ ' f r t Y , _ i..- ~ ~a a A ~z ~ ~,~A AJv~laW / ~J~..i-tlJ., " `RIPARIAN BUFFER ZONE 1 } ; ~ ~ ZONE IA~IPA~ T W ~ I r , - ~ ~ r~.~,K1~ti.AJ.A.t.I~J~~., Z ~ t y,~. .~~,r-1-*-~ , ~ ~ . LIMIT~,C'll= CONSTRUCTION _ ~ RIPARfAI~BOFFER Z01~~ a-' j ~ / 50 RIPARI N BUFFER ~ 'RIPARIAN BUFFER!ZONE 2 a,~,,~ q~pa ~ I rl c I, 1 o X ~ ° / ~ i ~ ~ ~ z ~ e~ ; z j W ~ ~ a'~ ~ ~ r` f ~ ~n~ j WASH B Y _ ~ ~ r, ~7 < 7b0 LF SLT FEiJCE t O 1 ~ ' ,amt.= ~ ~ ~ f I ~ L~ a ~ ~ / , GRASSED ~ r I ~ ~ . ~ r AREA / i ~ W / t I ,~o ~ 7 ~ ~ % ?~rv ' ~ z ~ O ~ ~ r U ~ r ..f ~ `'yv` / I I on~sioN orraa ~ N ~ Q ~ ~ j / I + ~ ~ Y r~ ~1 k / ~ a ~ r . ~ ~ r j r ~ ~ r I ~ Q/ ~ oa m I QQ i I 1 ~r. ~ i~~Ea / 0 a 1 % > ( f r ~ ~ ~ . ~ ~ - , v< rEXTEND~D DRY ~ I ~ 51~~ I ~ ~ "w ~ _ Z ~ ; , ~ ~ ~ ~AV~ ~ / ~ `~r~ ~ ~I r ~ f ti~ r ~ v =rNp I I TENTI~N PON o ~ I! ~ ~~z D i ~ i / / ~ co ,,r ~ d, ~ ~ I I # , W i ii i~ 9\ i 4 . ~ I d ~ '7 - _m ~ 31 I / / ~ mom, ,1 ~ ~ J ASSED ~ ~_~a~ ~ PER TIONS CENTER ~ I I ~o r• ~ i ~ a ~ 0 ~ / Z I 3 i r 1 r vi.~ ~i , f"f; r., n i 1L !Y ~t ~ I AREA / ~ ~ ~ ~ > a E 87,35 ~ I r u I ~ ~ ~ orraa ~ ~ ,i 'y ~ a it ~ _ . i • o I P ; ~ i ~ (FU GRAVEL / I / .i ~ ~ ~ i- ~ R I i"~ m ; ~ ~ Q ~ Nv moo ~ ~ r I ~ 1 0 W i ~ ~ r ~ 8 i iC ? W r ~ i , (i~r. a 1 t / L i' / I ~I I ~ :1, ~ !F ~ o ~ 3 ~ ~ ! ~ I~ / ~ ; S®~NT BAS~~ I` , ~ r=i / °D ~5r ( OL , ~ a SE BASIN ~I l m -rti i l 1 t "T(1 ~,r~r 4-jlj IC ~ / / ~ ~ . r ! i ~I / LF DIVE~SIOWr ~ ~ / / ~ ~ DITg4 C~ECIC D,~M ~ ~ - / 966 LF OIVER910N dTC~I f t S~IMBdT BASIN tt4 ~ Z 1 ~ I s f i i ~ / DfTCN DAM , 1 r n~ Q, g ~ ~ ~ orraa tug x~~aw CO W CO ~ r, J Q C6 ~ 00 ~ , ~ J ~ Q CO CO i CO CO • ~ / ~ I drag a~x w , ~ _ ' r ~ ~ ~ ; PROJECT # . I j i o'~ i ~ ~ I ,l ~ 1146-1 ~vol~e~e~- _ . : ` 3u.o ' r s u36'9e' w ,r S OF CONSTRUCTION ~ t ~•s•~30' EASEMENT FOR P POSE OF 3 D R A WI N G NAM E u / t j' ~ INGRESS, EGRESS di REGRESS Q I 9 i ] / w f I / _ ! M11h~A ® I ~ a•eac 446 ~ on~sioN , i ~r W ~ / I ~ DATE: I , ~ eaana ~ .l ~ as arc ~s , ~ r SITE DATA , " RTES 1 ~ I I r / , F ~ ~ ~ = JAN 2002 ~ ~ i f~.S~ ~,q~ , _PAVEMEIVT_~ r , ~ aP aap aw saa p6AF ava~saN araa ~ PPE r~T F#.TBl . oa $ , REVISIONS: . I OWN~tI PROGRESS EN~GY SERVICE THE PROPERTY IS NOT LOCATED I. BOUNDARY SURVEY AND TOP( ~ INA100 ARF ~ PO gOX ~ YE LOOD HAZARD OBTAINED FROM FIELD SURVE :Y AND TOPOGRAPHIC DATA c~zAVe. ca4sTRUCna4 ' FIELD SURVEY PREPARED BY ~ I BERM RALEIGH, NC 27602 AREA. KORNEGAY ENGINEE~2ING AND i V EERING AND SURVEYING. z ~ o ~ - FOR FLOOD HAZARD DATA REFER 2. ALL DEVELOPMENT SI-IALL BE 3 WITH THE CITY OF GOLDSBOR f SI-IALL BE IN ACCORDANCE ° ~ ~ W ~ TO FLOOD INSURANCE RA ACREAGE 13.893 AC (EXCLUDNG R/IM TE MAP GOLDSBORO ORDINANCES AND I ~ $ o it ~ -nro nrrr~u ecrTin~i 7(~NN(~1 r~FOel a Ic~cc wevtiF rni wTV tinQ~u repni Isle _ ,REGULATIONS. _ - - _ Illlf;?I E RORER75. ET. Ux. / 4~a A'~`'y~ ~ 0 ~-y''%-q _ - ..I I. ' I I. - I . . . 1-11 3 NU LAND DI5TUR3ING ACTIVITIE ING ACTIVITIES SHALL BEGIN PROPOTY Ms COMMUNITY PANEL NUMBER 370254 UNTIL A LAND DISTURBANCE F FRONT 20 FEET 0070 D EFFECTIVE DATE MARCH 16, OBTAINED FROM THE NC DIVI; TURBANCE PB2MIT HAS BEEN DEED aooK 1896 PACE 853 Q SIDE 15 FEET 1998. 4. THIS SITE IS WITHIN THE NEU: THE INC DIVISION OF LAND QUALITY, IN THE NEUSE RIVER BASIN AND y Q SHEET N0. I REAR 25 FEET DEVELOPMENT SHALL COMPLI IALL COMPLY WITH THE APPLICABLE SCALE: 1 = 60' PARKING REQUIREMENTS= WATER QUALITY STANDARDS. 3TANDARDS. N t Q NUIv6ER OF EMPLOYEES, 60 0 U m REWIRED PARKING 73 SD=6 jig (I SPACE/300 SF PROVIDED PAR KING 75 0 0 I N 01 OF_ 0V I ~ € ~~N 15' DRAINAGE EASEMENT ' ~ ~T ~ _ ~ m.._.~ __.a..w._. _ .a. i . _...a....... Wgo - W N _ _ _ - . _ ....e ~ _ _ _ _ INV 7 w _ _ a~ _ ~'r~ . ~ ~ ~zN UTILITY NNE TI N N TEI Fps _ m _ _ ~ _ _ - W - ~ _ . _ _ _ w _ _ _ _ . w - 1..N__Il Q _ _ _ 4 . _ _ ~ .._r . - ~ _ W ~.v PUBLIC UTILITIES ARE TO BE INSTALLED WITHIN THE _.r. _ i a , ` r ~ ~ . } J N.,....,.-- ^ _ ACCESS EASEMENT AND BE CONSTRUCTED BY OTHERS. ' ~ Z~ . .w r 0 FINAL LOCATION AND CONNECTIONS ARE SUBJECT TO ~Z~ ZONE II~P~,CT " ~ RIPARIAN BUFFER ZONE 1 . _ _ ' VARY WITH FINAL IN TALLATI N. Q - S 0 ~ ~ 3~N A ~ ~~.~,~~,~.,~.~.~..h,~..~.~+...~;.,~,~., , ' ~ ~ ~ • ~ ! f ~ ~ -v r ~ ~ RIPARIAN BUFFER OZONE 2 , ~I. 23p LF DIVERSION DITCH -...,__50 RIPARIAN BUFFER r~ g5 ; , ; ~ 4c._.__ - -~s---- F ~ 0 ~ 8.75 ~ 85, ,f ~l f r` / 250 LF SILT FACE ~ ` U _ , f' ~ i ~ ~-1- GRASSED ~ 8.5 .r, I' ~1 AREA ~ ~ ~ ~ 78 ~ ~ r ,f160 LF DIVERSI N DITC ~ ~ ~ ~ INV .00 00 ~v ~ j 0 w N ym r ~ . 8 r~ 85, r N ~U I W + IF D VERSION DITCW 'w ~v m W r ; ~ ~ Q m Q _ - z ~ ` m ~ °D m SEDIMENT BASIN SCHEDULE ~ ~ ~ ~ ~ ~ LUF~r ~ ~ ~ ~a'oo ~ ~ D Z ~ ~ A L C DI T. AC. 'D V DESIGI~D VOL. DIMENSIONS DA Cval R ~ 0 S REQ OL ue 010 WEI r ~ r__,~ E rs.~s.~ s Q( C. r ~ m ~ ~ D ~ _»._..~.._..,........_T__.®-,._e._e,.._~...... ~ `1~~111 ~ I ~ ~ I rrr,r i ~ pp V u, ~ F C ~ o m N 1 BASIN I 256 4590 CF 4,800 CF 40'x30'x4'+I' 3.0 0.35 8.20 5'x1' ~,,`~`~N CARp - r ~ l% ? ~ 0 N / BASIN 2 3.81 6,868 CF 7,000 CF 50'x36'x4'+I' 4.30 0.35 11.75 10'x1' ; t10~1p'~,,ti9 ~ ~ o y ~ BASIN 3 0.94 1,692 CF 2000 CF 25'x20'x4'+I' 1.24 0.?b 3.39 4'x1' !r ~ ;i~ Z ~ . ~ f / 8475 ' + ~ a ~ ~ ~ ro 0 m m ~ BASIN 4 3.08 5544 CF 5,600 CF 40 x36' x4'+I' 3.08 0.35 8.42 5' xl' N = 39 0 = e~:..: 7 ,t ~ ~ f ~ ~J ( Q : %°1 y`C 3, r°~ ± ~ D ~ ~ i 1 ss ~ Q r unn I ~rr~ B~~``,~ FFE 87,35 ; INV o.o nrul,nu I ~ 3` ~ v, W ~vv 79,00 ~ I f, ~ ~ j ` LF DIVERSIgV DITCH I R.LA. ~.I. ~ _ 0 $ 18" R e I i ~ ~ ~ ~ ~ \ GI ~ ~ `-f,.. ~ l ~ W 0) .~t~~,* Q ~Z DALE f f INV 7900 C) s;'j! t ~p~ I w. ~ ~ o 0 ~ INL IL 1 ~ U i o / ~ Z ~ , 1~ r / ~ W +.:if1 ~ ~ . / , n w.~.. ~ ~ 8 / ~ f ~ 7' n r c ~ if ~ i I ~ 185,75 GRASSED ~ j' 86 , ` T A IN #4 Q Z 85 5 ,f 1 ~ ~ ~ SEDIMEN B S z ~ - f r ~ - 3 ~ . CO ~ 00 ; ~CO CO CO ~ , Qj CO CO ,CO ~ CO CO 4" PVC SE I~ ~ , . t 4' I r ~ 1 , CO CO C E CO CO i CO CO CO CO ~ - I o .r' , ~ ~'(r „~r _ _ _ ,1 _ 3 - Q m .s ~y _ - ` o U) 44rI~.. ~ w 4" PVC SEWER ~ 0 / ~ N _ OUTLET PROTECTION SCHEDULE .J _ ~ - ~ - - APRON STONE Z s , ILS~ E f ~ ~ q, a LOC DA VIO PIPE DIA. W LT. DEPTH CLASS a ; I.S,~30' EASEMENT FOR P~J~POSE OF f , f ._-V ~ .--I'` INGRESS, EGRESS dt REGRESS ~ 163 AC 5.30 24' 60' 9.0' 22' B ~ ~ DITCH ~ DIT CHE(~C DAM f ~ ~ f INV~19 ~ - J ~ FEStt2 9.10 AC. 9.05 2-18' 120' 15.0' 22' B ^ 82 r ~ 81 8 ~ ~ 83 1~ITCH C4-ECK DAM ~ LF DIVERSION DIT t 145'X12' S AW / I LL ~ FESa3 1254 AC. 4~A0 IB' 6,0' 9.0' 22' B ~ ~ W/PET DINING DITCH CH CK tt7 .DITCH C1~ECK ><8 ~ % - ' / . EARTH BERM i ~ l i / h, r ~ ~ ~ ~ ~ ~ 135i1.F DIVERSION DITCH ' i ~~~F~N,~~~.. PAVEMENT r - RIP RAP Arm GRAVEL r r~ ~ 0 ~ D!~ ' s~v ~ rw.__._.______.._._____.__.._.._ ~ PEE IrLET FE.TH? ,t i e~ ems" moo, Z f o m ` ~aDOO Z RY SURVEY AND TOPOGRAPHIC DATA GRAVEL CONSTRUCTION ENTRANCE r- r-"' D-x C0 0 Z ~ ,r - Z nm~ D I- ~ , _ 0 _ 0 ~ I ~ ~ _~....e ~ - - - - - - - - _ _ ~ Z 4~ w v_ _ _ ~ _ E1fl~ N 24 PIPE .....r~ .~,;,ax,~ w t.. ~ ~ ~ ~ - ~ _ Z~E w r r' J' 367.34 % .`y^"' ~ ~ - ~r~=-' - r~ >:ra. - - ~ ~ ire, ~ Q ~ ~ ~ 1 ~ ~ = _...w- _ .w - _ . . -_..,._..M_...,_ 7~ .m..~, ~ v.._. - - _ - U f ~ r ~ _ _ ~ ' ~ - ~ RIPARIAN BUFFER ZONE 1 _ _ _ ~ I ~ ~ Z NE IMPA ~T .f a _ " r RIPARIAN BUFFER ZONE 1 ~ - ~ ~ I ~ . - , - ~ fi (n ~ I , F- - LIMIT~.,~O~ CONSTRUCTION I -,,,,~..1~..,~..~-____ , ~,,,~,.......r ~ ~ ~ r ~ MM --t ~ LPL i '~`'"'""~t _ ~ ~ RIPARIAI~80FFER ZOIGE'F- ~ Z I ~ , , ~ ~ r,~ -,r.,.~~ ~ ~ 'RIPARIAN BUFFER (ZONE 2 2~~ Dn~Ord DITaa ~ ly 50 RIPARI N BUFFER ~ ~ I f t ,.,o ~ ~ ~ , • t F r , ~i~-(~Oa"~' _~,j; ~ WASH ~ Y f r' "F~ ~ 0 ~ F , 490 LF SLT FBJ~ f r ;p^' ~ r' ~ F~~ 1 ~ ~ ~~rr ~ ah~~~l~ / f A - ~ GR SSED ~ r i i AREA I 7 w I 77 ~ ~ ~ I ~ ~ ~ / __m_ ~ ~ ~ ,,r'~~u~ ` f i I f` ! ~ A O 1 I N ~ cn ~ DM~oN Drraa y ~ i / ~ $ I I Q ~ ~ m ~ I v. r / ~ / ~i a~ f ~ ~EXTEND,ED DRY ~ ~ ~ , w ~ ~ i _ I ~ >r ~ ' ~ ~ N3 1 " ~ ~ S I ~ ~ ~ c f W ~ / ~ / Z ,I ;~.t + ~ I~E2 ' ~ II o~~~ r ~ ~ I I TENTI~N PON ~ ; e~rrRartcs: oa~sr. sr~u f ~ - ~ 1 ~ r` 1 Q ~I 1 2 f~ 1 1 k i= r f~ ~ r_ I W ~ ~ ~ ~ r.- ~ ~ ~ PER TIONS CATER ~ ~ t o ~ ~ FE 87,35 ~ / "v ' z 3 ~ ; ! IF DIV9t'~10?J Drraa 1 I t t AREA f ~ ~ ~ ~ ` ~ g u4 r, ~ _ , ;~i Q ~ ~ ~ ~ (FU RE GRAVEL ~ r ~ ~ 1 I I r / t PN 79A0 0 ~ Z W I P e ~ f 1 I 11? I ~ r 8 , i I ~„2 0 O Z 2 ~ n i • f r , ~ / DITCH , ~ r ~ r' ,~~A 9 W i 2QOlF DTfCH / f (i ~ ~ I , , ~ ~ ~ ~ S®YvIf~VT BASH-~ , ; I ! ~ - ~ ~ ~ I ,v a I ` SE BASIN ttl ~ GRA f " f` SEDIMENT BASIN tt4 m I ~ ~ ~ ~'r~~,~~L : ~r~ vim./ _ ~ _ / r° r _ s' CO F; ~ p r~ ,r LF gV6t510N ~ _ ',~6 lF DIV6~91CN DITgd ~ •~.r ,;wu ~ ~ I I ~ r ~ r r / PITCH DAM .b11L82~ f " ~ ~ { ~ ~ DTfCH ,X}n,~~' -~'~y^W ~ h Ir. 3 -.Ir`t H;~wli r ' 00 00 .Cd / ~ 11 ~ i ~ 4 Q I•: r ~(I YYIPC~ IJ•~'10 Fti ~ ' ~ - a•eac r ~ r , f 00 CO F ~ f _ . ~ / f ~ r ~ a n, E"i. 7 I ofraa w f ° ~ e r ~ -y m~ Q PROJECT # I / / i f ~l 4" PuC- 00 ! 1146-1 I ,f I I y DRAWING--NAME I ~ ~ ~ I 7° r I.Sf30' EASFAIENT FOR PURPOSE OF > / ~ f R ~„_I.s INGRESS. EGRESS & REGRES5 Q S&E 30•~ ~ s t45e'sa' w MITS OF CONSTRUCTION I I ~ ~ 'r I~ f ~ f r OITC~1 Gam' p6 ~s3 s ~ ~ DIT2~1 q~EgC DAM ' , MN,,~9 . I ~ 9 ~ ~ e maw -orraa a~a~ oAM ~ D1''~0N °R i Aw f ~ DATE: ' I N araa a~ac a Taa a~c•e - I~ ,I ~ i f r` ~ I / ~ i EARTFI BB~M ~ ~ ~ a , ;o = JAN 2002 ~ 1` ~ ~ SITE`DATA NOTES= y~ y. ~ ~ ' PAVEMENT ~ ~ ry! RP RAp ArD c~A r~9~ avE~,,a~ aTaa s 5, ' ~_~_~..__..___..~a, PIPE N.ET FiLTE~R W $ REVISIONS: i t ~ f " .f I i THE PROPERTY IS NOT LOCATED I, BOUNDARY SURVEY AID saAVa COPSTRUC110N E~lTRAN(:E ~ m SI~VEY AND TOPOGRAPHIC DATA ~ Z I ~ \ OWr~~ PROGRESS ENERGY SERVICE CO. IN A 100 YEAR FLOOD HAZARD OBTAINED FROM FIELD ~ FROM FIELD SU?VEY PREPARED BY ` ~ PO BOX 1551 KORNEGAY ENGINEERIr I BERM RALEIGH, NC 27602 AREA. ENGINEERING AND SU?VEYING. ~ o ~ ~ ~ N FOR FLOOD HAZARD DATA REFER 2, ALL DEVELOPMENT SHL DPMENT SHALL BE IN ACCORDANCE ~ ; W o I 3' WITH THE CITY OF G01 TO FLOOD INSURANCE RATE MAP CITY OF GOLDSBORO ORDINANCES AND .~c~~' ( I _ _ ACREAGE 13893 AC (EXCLUDING RAM A REGULATIONS; ~nuu~n. nr~rn~i rti inn rnn IAfA VAIC (`nl IAITV IJnRTI-I neQnl Isle . , r.....,~.. HUGH E._ROBERTS. ET. UX. ~ ~o,,~ ~ Z T I F'. DITCH titUTIUN LVIVIIWl7CIVCKHL cXJol VGJJ nn 1111" vvvn i i nvrn n i vnnv~inn MD I LRWINQV AU I IVI I Its SHALL =kvIIV MOVEKTT F f Q DM BOOK 1898 PAGE 853 J SEi 4=1 COMMUNITY PANEL NUMBER 370254 UNTIL A LAND DISTURB NTS FRONT 20 FEET 0070 D EFFECTIVE DATE MARCH 16, OBTAINED FROM THE P aND DISTURBANCE PERMIT HAS BEEN FROM TI-E NC DIVISION OF LAND QUALITY. SIDE 5 FEET 1998. 4. THIS SITE IS WITHIN Tk IS WITHIN THE NEUSE RIVER BASIN AND SHEET NO. _ ~ TENT SHALL COMPLY WITH THE APPLICABLE 3 REAR 25 FEET DEVELOPMENT SHALL 1 I SCALE: 1" 60' N WATER QUALITY STAN PARKING REQUIREMENTS= JALITY STANDARDS. Q 6 NUMBER OF EMPLOYEES, 60 00 REQUIRED PARKING, 73 SD=6 0 (I SPACE/300 SF PROVIDED PARKING 75 0 N I © OFD