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Home My WebLink About20030980 Ver 1_Site Plan_20040304 ~o~ ~ Town Ins ector Disclaimer ~ .RN P BUT SUFFICIENT TO I~EP u~ . SEDIMENT ON SITE The presence of the Engineer or Inspector at the work site v'~r'yt P s~v 1. Obtain Aland-disturbing p end-disturbing permit, Schedule a h '7'Lr' . T . • •T 8 U rl~` shall in no way lessen the Owners responsibility for EKISnNC ~ 3" s ONE D E SfD zt}' oR WIDTH OF ~ preconstruction conference wltl (SURGE STONE OR RNLRO PROPOSED STREET, conference with the Environmental Brody, ROADWAY '*7;v'"t''BALLAS wHCNEvER IS Engineer, Byron Brody, cnnfonnrry wrth the plans and specrficatians. Should the ,.vr,.. ~ , ~ ~ GREATER i,) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES THE FOLLOWING ROADWAY STANDARDS APPEARING IN "ROADWAY STANDARD Engineer or Inspector prror to, during, or after coLtstruL•tion -,•T '~n'~~,•a .Y~ ,y, • ' ~ : Y• ~ 2. Install gravel construction fail to identify or reject materials or work that does not : ~ '',ik.'r•~~ ;,,1,,+: yti~ silt fence, sediment basins or el construction pad, temporary diversions, DEEP OVER ADVERSE SOIL CONDITIONS, IF avaILABLE. DRAWINGS"- HIGHWAY DESIGN BRANCH- NC DEPARTMENT OF 'Went basins or other measures as shown TRANSPORTATION-RALEIGH NC DATED JANUARY 2002 AND THE LATEST conform with the tans ands ectficatrons, whether from lack ~.:~.'t+.ns,; i..'k on the a~ roved Ion. Clear or P P IxISnNG ~''f rP P ~d plan. Clear only as necessary to install 2.) RIP THE ENi1RE AREA TO 6 INCHES DEPTH, , •x;•;•: these devices. Seed tem orar of discovery or for any other reason, it shall m no way ROADWAY Yt.+ti.~ s+~.~,p~AN STONE (N0, 571~;~ ; • tz' p y •s, • basins immediately after constl Seed temporary diversions, berms and 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS REVISION THERETO, ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE LEAVING suRFAGE REASONABLY suoorH AND UNIFORM. HEREBY ARE CONSIDERED PART OF THESE PLANS. prevent later rejection and correction of the unsatisfactory ~ ~ ~;+~'~~+'~r`": ry+c',,~c~: ~;,t{..: tely after construction. 4,) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE k, r r1~;rY materials or work when discovered. This is also true if the w' ' ~ ' ~,a,,~~~:I1-,~•• '4,~rr•* 3. Call 856-6195 for on onsi work has been accepted and is currently being maintained by NEw CONSTRUCTION Environmentol Engineer, Byron 195 for an onsite inspection by the UNIFORMLY AND MIX WITH SOIL (SEE BELOW"), the'I'own The Owner shall be res onsLble for correction of ~ ,ra ~ Certificate of Com liance, P 30 15 NN, P :ngineer, Byron Brady to obtain a STD. TITLE ompliance, 5.) CONTINUE TiLLAGE UNTIL AWELL-PULVERIZED, FIRM all work that does not conform to the plans and specifications. Exlsrwc Poaownv ~ PLAN 4. Begin clearing and grubbing REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP, 225,01 GUIDE FOR GRADING SUBGRADE - MIN, needed. Rough grade site, ing and grubbing, Maintain devices as 6.) SEED ON A FRESHLY PREPARED SEEDBED ANO COVER 225.06 METHOD OF GRADING SIGHT DISTANCE AT INTERSECTION grade site, SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING, 240,01 BERM DITCH CONSTRUCTION 6" MIN, 300.01 PIPE INSTALLATION METHOD A ~~~/~lH ~.//~iiyi -FABRIC MAY BE ADDED UNDER THE STONE S- In Stall Stafm SBWBr, If Shay ~FneRlc uNOeR sroNE wN~cri wou~ Aoo rarAL urn ro mL block and gravel inlet controls, r sewer, if shown, and protect inlets with 7,) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH. 300,02 PIPE INSTALLATION METHOD 8 310,02 R,C, F,E.S. ~I inlet controls, sediment traps or other 310.10 DRIVEWAY PIPE CONSTRUCTION coNSrRDCrIDN ENTRANCE approved measures as shown < Jres as shown on the plan. Begin 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARI'REPAIRS OR 560.01 METHOD OF SHOULDER CONSTRUCTION Goss S~CrioN construction, building, eta "f own EngineerlPlanning Director Disclaimer ~ISrIND PonDWAV NEW DDNS,~~~TIDN Jilding, eta RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE,IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING 838,01 CONCRETE ENDWALL V ~ 6. Stabilize site as areas are :e as areas are brought up to finish grade ORIGINAL uME, FERTILIZER AND SEEDING RATES. 840,00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURE 840,01 BRICK CATCH BASIN l _ with ve elation, Ovin ,ditch li Should the "Town )engineer or Planning Director fug to Norrs: ~ I s" MIN 9 p 9 ~ ~ ~ ~ mulch denuded areas within fif paving, ditch linings, etc, Seed and 9,) CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENT 840,02 CONCRETE CATCH BASIN areas within fifteen (15) days of AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 840.03 FRAME, GRATE, AND HOOD Ldentify that the OwnerlDevelopertias not addressed the our sILT FENCe oR TREE PROrecnoN :eNCE uP ~ completion of ony phase of co any phase of construction. 840.04 CB FOR SINGLE AND MULTIPLE PIPES Town eommeiTts, or that the Plans and Specifications are not ro LrasuRL coNSwucnoN ~rRnNCL Is ~sLD. ~N,- .ruction is complete and oil areas are "APPLY; AGRXULTURAL LIMESTONE - 2 TONS/ ACRES (J TONS/ 840,31 CONCRETE JUNCTION BOX incoin liance with Town Ordinances or Standards, whether z. ~F cousrnucnoN or, rRL s~rES ARE suss r~Ar 7. When construction is comp P THE MUD IS N01 REMOVED BY' THE vEnI~LE IRAVEL- from lack of discovery orforany other reason, it shall m no INe ovER rnL sroNL, mLN mL TIRES ~ rRL CRoss SECT~Ory stobilized completely, call 856- letely, call 856-6195 for an inspection by ACRE IN CLAY SOILS) 840,32 BRICK JUNCTION BOX ~RICLES Musr RE WnsRED aEEaRE ENTERING r~E the Environmental Engineer. way relieve the Owner/Developer of their obligationthereof, PuaLlc ROAD. tai Engineer. FERTIUZER - 1,000 Ibs, /ACRE -10-10-10 840.34 TRAFFIC BEARING JUNCTION BOX SUPERPHOSPHATE- 500 Ibs> /ACRE -20% ANALYSIS 840,35 TRAFFIC BEARING DROP INLET nor obligate the Town to correct such errors or omissions. a- Ir A PPaECr coNrlNUES rD Pu~_ M;D A ,a oraels ~,~L 8. If site is o roved, remove aN ro 'HL P~~BUC RoaD, mr cauFRalNC n,'rnoRlrr PP MULCH -2 TONS /ACRE -SMALL GRAIN STRAW 840.36 TRAFFIC BEARING FRAMES AND FLAT GRATES proved, remove temporary diversions, silt ANOTHER -ASPHALT EMULSION Q 300 GALS,/ ACRE 840,54 MANHOLE COVER Execution of this construction plat by the Review Engineer or wlc_ ALAN rrL AREA AND INxaICE rRL rINANC~nsrv -71s eN•RANCL APPLIES aN~_~ rc ~'~H,cES ~ fence, sediment basins, eta, al RESPDNSIBCE PEPSON as INDICATED ON THE E~NnNCinE of ~ND~vIDUAL SiNCEE EAM~Lr PS~SE~.~n~ ~JNI'S. an reSUlhn bate OreOS, All re basins, eta, and seed out or stabilize 840,66 DRAINAGE STRUCTURE STEPS Plaunet for the'fown of Momsville m no way ]units the RLSPONSIBIUn EoRM y 9 responsibility of the Owner and Engineer of Record with control devices, such as velocii ire areas, All remaining permanent erosion 840.71 CONCRETE AND BRICK PIPE PLUG such as velocity dissipators, should now re and to coin liance wiht all Federal State and local be instolled. g P > 840.72 PIPE COLLAR 852,06 DROP INLETS IN ISLANDS stuTdards, regulations uTd /or conditirnts yyh n 9 e vegetation has becon 876,02 RIP RAP AT PIPE OUTLETS ation has become established, call fora 876,03 DRAINAGE DITCHES WITH CLASS °A" RIP RAP final site inspection by the Env ;lion by the Environmental Engineer, Byron 876.04 DRAINAGE DITCHES WITH A " " P P Brody. Otrtoin a Certificate of Certificate of Completion. CL SS 8 RI RA 1605,01 TEMPORARY SILT FENCE COMMERCIAL CONSTRUCTION ENTRANCE 1630,02 SILT BASIN TYPE "B" CONSTRUCTION SEI )NSTRUCTION SEQUENCE SEEDBED PREPARATION 1630,03 TEMPORARY SILT DITCH 1630.05 TEMPORARY DIVERSION 1632,02 ROCK INLET SEDIMENT TRAP TYPE "B° Construction Requirements 1632,03 ROCK INLET SEDIMENT TRAP TYPE "C° ~ ~ar A All public and private work including but not limited to 3" -~F our~E- - ~LAr AREA h rc DEFINED eHANNEL (RENSED, i-1-88) 1633,02 TEMPORARY ROCK SILT CHECK TYPE "B" rr ~EE~NEO cHaNNEE 1634,02 TEMPORARY ROCK SEDIMENT DAM TYPE °B" watermains, water services, sanitary sewers, sanitary sewer A. _ _ Shtwldran, Slidra ONlcha, Slapflra (YfIX 3:1) services, storm sewers, drainage systeins, roads, sidewalks, ~ -I _ Tree Protection Area ~ DATE TYPE PLANTING RATE parking lots, site grading and landscaping shall be consUucted r NAIL le" '°o ~ in accordance with the Town StatTdards. No deviations from °~"m °""D~ r Q Q N Q T ENTER ' _ I Auq 15 -Nov 1 Toll Fescue 300 IW/acre Nov 1 - Na 1 Tall Fncue 300 bf/ocro o the OwnerlDeveloper's submitted plans will be allowed unless 4' written approval from dre'fowu is receiaed. All Public and NY a-.n a SIGN DETAII I NoTES~ k ADruz:i Rye 25 Ibe/oen oy Private Easements shall be recorded rior to final acce lance ¦T~eww P P ,i:a wNaaNC sas ro eE MADE a ouRAa.E, r~An+er+aROOF MATERIAL ~ (i) d = i.5 DIES rrE e~nxN+:~~ ~raNE ->q" wine Yeses _ DinMETEF 9,T ~ESS ~.an~ 6 Nar 1 -Apr 15 Tall Fucue 300 Ibe/acn ~yoo ~a wcRES Apr 15 -Jun 30 Ruled Common Bermudogroee 25 Ibs/aro rar~~m \ p ~o:~u b the Town. LETTERS ARE TO BE 3• HIGH MMIMUY, (1EARLY LECIBI.E, ANO SPACED AS DETNLED, I y >D SIGNS IRE TO BE RACED NO GREATER THAN 200' CN CENTER. (2) d t= 50.E tsar u, I~ +-n~'ER Jul I - Aug IS Tall Pascoe and 120 Ibe/oae ~~~~1 ~ o ooyx~ OR TOP OF C. r-^,E~ 9•~~- w^r- •aBroentdp NiNM 351D1/sae ~~yyo ~ a,.~ ° ~0~. a Hu~oi PUCE SqN AT UCM END OF LINEAR TREE PROTECTION AREA AID 200' ON CENTER HEREAFTER, 01W0[ FOR TREE PROTECTION AREAS LESS THAN 200' N PERMEIER, PRONOE NO LESS 1HAN CNE SIW PER PROIECTON AREA Ton sxs n / ° EVER IS L~Sc;. .a z,=,co,~ _-t_ _ ~C a F w a Sorghum-Sudan Hybrids JO IDs/ocre ~o°n'r' I ~p m~ ow ATTACH SIGNS SECVRELY TO FENCE POS15 AID FABRIC, roar.NC - s;_E yo'v _ ia =EENCrn ~cRn- a:ac. G o o°ra ' ~a A o o A Y Y Z sec °~crs - WEATHERPROOF SIGN AS SHOWN ABOVE), POST MAY 8E gTHER A' pIAAETER PNE, SkpM (3:1 to 2:1) yo Do io z ~ o. p - m i - o SEE NOTES BELOW F CONSTRUCTION 2' DUMEIER DAN, OR I.S3 ID/lF STEEL AND 9PACNC DATA, .r srarP ou.> s". Paa,~ _ar,-.: wee ~°ee eR oar t - Jun t Saicw Lae uarNied 50 Ibe acn ~'I ° `Q fl proem l ) / a ~~~_4ER aN ~ __..J ~ -~~NT VFW 5-0" O.C. MAJ04W ORANGE, UV RESISTANT, ' ;wrr.I ys~ wnsxm s*au~, emoncu«P.~_ HIGH-1EN51LE STRENGTH, En~incerinQ & Planning Fces Paid POLY BNiRICAOE FABRIC FP._ a (Yes 1 -Apr 15) Add Toll Fescue 120 IW/acre G p o u ryaE 3 ~s'Et_=os~ ==E Ou TEEr r0 WELL- TraE a (Yar 1 -Jun 30 Or Add W ~ ~ - - k" wIAE YESn eepnq Lovegroee 10 be/care ~ I O a W c ^~~*EEi i0 WELL- DEFINE;; . ",vE'. NN - - - - . n rm ~ - Nla Ju JO Or H Be , Add used Cartvnan udo roa 25 be acre Yes No Conunents ~ ^~'h'~"nE ~ Jun 1 - Sep 1 ""Toll Fescue and 120 Ibe/aro r O YAkIYUY P097 9PAC[NO N FT. , ~ 0~ SEE NOTE FOA P09T OE8CA[PTION LL f fI1fCBStCUCUtre ~ ' ~ 9~r rcxa ;cC1Eai.f E.ePk TrN Protltlbn kb Fees ~ o I II DO NOT ENTER ' o`~ ~8~,?~,o •aBroNntop YiNt 35 IW/acn i ~ ~ i VSE Si~i FFNCE ONL WHEN OAAMA(E A(iEA ~-yILL Sl1PE p p OCES NO' EXCEED I/f AIXtE nN0 NEVER IN ~ aEP<~ 9.' ~ ~ O~O. AfEnS CF CONCENiRI,1ED FLPN FENCE Fa .,,z ES, SSE q~.~~~°~~{~, ~ - "'a Sorghum-Sudon HyWide JD be/acn N m vAA IABLE _.-,k ' * ~ - 'Q _ o~~ Se I - Ndr 1 $erkea Lee a unhaled-YflecaHfNd 7D ~ j DIYEN910N ~ N°USE N0. 5 OA N0. 57 NAAIAaLE ~b , P Pedez ( ) D//daro Iz° a ? M Z ~ 9TONE FOA SEOIYENT OSYENSION 1 F Yes No Comments - s, W,~Ee E~«E ' - - - -ENO or sue voce NEms io eE neHEO uPnia ae u~E cA +~n a b i e Y ACleage FCUS ~ca+oE EEN~ s enorec~nc i _ °ol t ~ CarCn BASH. 1y~ and Tdl Feecw 120 IM/ocro a s i o x D I _ CONTROL M'0 PAY FqV R' '~I Bl ~ , P} -iB?,,,,.~ a (Nov 1 -Nor 1) Add Abruizl Rye 25 IDs/ocre ~ o~ - ~ ~ _ ar rxE caNTPicr u+tr `LOY- 1 ~ _ _ _~F~°v Q ~ i a uN CorEA "~i = ~ = - PRIDE PEA TON SEO.YENT l' ~ ~ C1 N I j ~r ' 3 ~ _ ~ p, BEOSYEh' ~ y e" CONTROL STOME. 6EOIYEMT y„ 9 ~ p 3 ~ S Cq'110L 577{ LSE MADWAPE t.OTN YI ,.c o ~ CONTROL STOME F- W 0ER 9(IQ1 ' G~.\ CapaCLty Yes Na (rOIllICIalltJ Ar. N a s. a .s • ~ • " 7 ~ y~ • t,•' J„ `~a°~ ' ~ r~~'.-~g0 ~ a.. ~ INUOE HIRE YEBN NITH 111 1'~a~ N y 'W CL H INCn YEah OPEN]NGa. ~-fie-~ _ -a~~~7q°g4 d~y~ ~ ~ PLACE r0. OF 1RAE YESx iii y F ~c a p a Replacement o~AE~,E~ 9, Eno"<< , : t e . , ~.s.:' ~ ; .t- b ~ • f N ,f„1.. C I' '~9JBGRADE + I r. r~ ~~f- J~~O A MINIILY Of ONE FaOT '1 ,y W ~o ~ BELOF iNE 8HOIILDEA OP I J s,..r• o Conwlt Caneenation Engkaer ar Shc Comervatlan Service la i ~ -AVEwcE Sox un °rvEnsloN Polxr. ~AVEAwE sax i z Fees SIDE VIEW :,;f:r': bt }~'ti.;.,T~~.I Y. y s - ~ . ~o additiorgl inlamo0on oonaeming other dtemaGvee fa vegelatian of v o[YEYS[aN vAAIAeLE INSrAL_ s Fr. eELF PAeTENEP o[YExa[oN vAAIABLE W ,a _ flITFNEa /Jq~E 91Ei1 1a9Ta ~.a FT. FILTEREa denuded seas. TM above vegetation rata an these shish do •NI order m eATER DEEP YfA:YUI. WATER Y BECTION A•A [NSruL S F1. TALL, s [N. V ~ kcal condkbne; OtMr eedng rob combYwtiom an PoeMae ~j au. edoo Poor t.s Fr. SECTION Y•Y ~ Pr ~ SPACE POaiB A WNIYUN ~ ~ INSTAU TREE PROTECTION FENCE k 51GNAGE PRIOR ro CAUING FOR TIE NnULL aEEP YINIYLW. Q ON-91E NSPECTION BT A CITY CF RALEIGH N9PECTOR, gLUNTNN TREE PROlECT10N FENCE THROUfiIpJT DUUiIp! OF PROaECT. AOgTIONAL 9615 MAY BE REOUYKD 8Y 1F[ atY DF RUDGH INSPECTIONS DEPARTMENT BASED i r •pTemporary -Reseed Ocadrdirp to optimum eeoeon fa desired permonent MULTIDIRECTIONAL FLOW °F" SINGLE•DIAECTIONAL FLOW _ vegNaOOn. Do not aloe Gnporory cover to groe over 12' in height before rrr ' ~ ~ ~EEr , ~ , ,1 OWd hCpl'CSCiltatlVC aN AGTUAI FI¢n w,anoNs moeirq, otMreiw feeew may be ehoded dot. 1832.03 1632.03 3CiKk+ B~ 3CiKk+ 0~ iE srouc ole.> a'. it sroec oie.> a'. ~cxe ~rc~-.I uNceAUN~ oA 1' (NIN,) A'i] w ynE~ 5'~HE 3JP~~ uniFRIAI. Date TEMPORARY SILT FENCE TREE PROTECTION FENCE OUTLET PROS OUTLET PROTECTION SEEDING SCHEDULE -_vPORfB~r ..L=s~r~ eERM/ o-~- PREFORMED SCOUR HOLE ~r~ eERM/ o ALAN IEW ~~oN „F COMPACTED SG_ _%~c T_~ n' rG~ OR BASE - > "EMPOR R. COMPACTED SC_ - ~ eS AASr+LD ty, < A SLOPING _=BEO AREA. =aEO Weep. INSTALL LEVEL AND FLUSH ire c'^,- - > ' ~ ~CSES =~~sES PIPE OR DITCH WITH NATURAL GROUND LaoEF FRav h,c- ~ uRAa.a~ < ~w<, TRaM OUTLET - - lr, '~,_,~,.,r-~'\, r0 CIVEFi = v~. nOFF FROM H,G-; _ 5 a.G S.Or~ JNPFS'EC?= 17?S i0 A STABI;.,~~ 01 ==5 i0 A STABi;.,=~ OUiLE" I n u J - OF CLASS ' 2P-aav-~ " rav acwnw av rcw.•a" ~ - _ 'G Dr-~R ~.~E'~"-LADEN RUNOFF =ACM - "E=`- $ED'~.MEM =AGILITY. OF --LaoeN euNOTF :.~M A ors` ~R9E] nRE= ran A 4~(TYP A Nw z un ~ = =AGILITY. aunurE~ NOTE. w.xi "iI~S WHERE PRAC'C ds wasnm 5'crc HE7GHi & WIDTH DETERMMED By J8 WHERE PRr C'C~ aPPLiES - O ~ '•~C Ex15iING TOPOGRAPHY AND - - •+~EREVER 5~='.~n.:'~' ~,JNOff MUST BE 'Ei SEDIMENT STORAGE REQUIRED, - - -SNR9Ei7 4~C--_ . -Einm SEDIMENTS D~. ~.~NOFF Musr aE -E~,~aRneiLY oweRTE~ Ta FRorECr ~ ~ _~L SLOPE ~ ~ ~ ~ B4~ 5FT 0 -Einm SEDIU,ENTS 0'. 5'"E DURING CONSTR~C?ON- T ~ a~~"e sct'E KEV RIP RAP INTO inE DAM ~ ~ 20.5' 2FT ~ ' roa s -~._Ancr+ TEIdPC=- ~ ow~ivs ~~TCH ~~rcH W D - ~ zl sLOPt 1.+~~ 4.5'x4.5' SQUARE PREFORMED n HR RAn A. MAC JMFACRni, _ - s RLOUiRLO c._ vea~E; ~ SE;; v_'.-- ! AD'=N S'C=v r.:"_- ~,'0 A SEDIMENT !'C' _ s REOUiREO ~.E=saus suFFlaErvr ro DieECr n~L ~ 4 MIN 4FT ~.-o A sEDiMLNr cc.TRDL DEmcr Musr eE ~NSru~EO ~ SCOUR HOLE (PSH) W PP ? ~EEANipI; L ~=_93',S CF THE AREA (C? ' OF_== F SED TAE', =:P.'=~S & DrVERSIDNS 3_.~ ~T ~,E AREA CDNJUNCT~aN W~TM rR~s - srA~~~E a~„PS,o~ o~ 0, 5FT s w D~uERSioNS "srALLED ns EncR cR~nc~E CR~~~: >ECTIQN rcxroA~e+sl[°~~c (RIP RAP IN BASIN d ~ u~o EAOS~aN cax ~xa FC l' ~ =;ACHCDI, 8. C:E=E _'.E SHO_ID c. 'C MINIMIZE DA61AQ° NE,n"` NOT SHOWN FOR CLARITY) MINIMIZE DaN'..GES By CONSTRUCTION OPERaiUt S. - C. u~._-. .,5 SHa_LD c= & MULCHED IF TnE~ ~ II1~-1-~~ ° - . & MULCHED IF iHE~ ?EMAIN IN PLACE OVER 3-'_ 16, 5' -m~l~ D c - -.cE AvrLR au, oNCr a wrLU a~T oNCr a wEEU ~E;.~o~ESS. REaAiR as SEED WITH NATIVE GRASSES AT INSTALLATION PERMANENT SOIL I I~ ~ aATuRA~ ceaur,_ EINFORCEMENT anTuRnE cea~r,~ oR cur aoRE MATTING (PSRM) - l _ ow i I I -l . , _ ° ,V P /~-p KEYED RIB LOW O LDW _ z _ aR dQ ~ 411. - ~`i T-._.._ T Y X T SECTION A-A 1 •e~,,ti 18'~"'.~ Pasirivr cenoE i.o~ u~az uPSLaPE roE Z 1(.,~, ~~.~,-'J.~~ ~~57 WASHED SrON= ~ ~ - - - x ~ _ 4~AcTeD TILL ~ - E== _ . 4~kcTeo TiL~ iv F SRM - s~~E sLaPFS - ~ / s U {x ~ ~ vARIES Nsrco Ain enP NAiU^.-_ ~°...'J DR FILL CF S_.. ~ ~ ~ ~ ~ ~ ~ PIPE OR DITCH _ ~ ~ OUT ET ~ ~1 NATURAL L " x ~ „ E~ cUE ~ ~ ~ ' ~ 2~ GROUND - II ~ ' / 0 v J~ snEO sror>E caMPAC;r~ - ~~i -t.fr~~ ~ ~ srLEP cur oe r~LE s~aPE - - 18"MIN. _ i-. W 1 BTU K 18"MW r-- LINER: CLASS 1 RIP RAP O ~E~I'~-~. 1.5' THICK WITH FILTER FABRIC PLpN vlEw I' DRnIPrnGE ;=5- n = ~ ?cRM/ CITCH ?cRM/ CITCH W & AMC"^ Vii["RM',__ _ _ _ .-::i°AGM1Y ~ `'C~-.. _ FCE 1'.JST AF. APP~'_.=_ a;HURE 'DRAINAGE. DNERSION DITCH J s~x,RE DRn~NncL. =EJ..uEJ- SiORa;;; ~ - - IF _•:_f_S 25;, SEE[! & ]~/EPSION. iRV NC? 'C a _ _ _ E~C~-- c? ~ VELOCIr,ES MA%IMUM DA. _ - LERSiON. TRY NCT MA%IMUTA DA. +CR"LS _ i W~-C_ ING CnLCS ~ .L~S9NS Ai THE TOP O DIME'S -_i, :_v - Mu5" AN APF'R~,=: C_~$ DRAIN ~S AT THE TOP OF SLO=ES ?E DRaM BEPM ~"C- ; vNSi COMM9',_~ _SEC. CHECK DAM CHECK DAM ~r' TEMPORARY DIVERSION BE ~Y DIVERSION BERM/DITCH - PREPARED IN THE OFFICE OF. CLIENT; °ArE PROJECT; ~~~ttuuuu~ii~i 11-17-03 ~ - - N AR .~oR~~oNr~L scn~E ~ ..0 ~:.......,1~ ~:Q~ h9'•9 : ;FeT~eAL scArE nrAl C • s I 1 JtAL _ NTS `J DRAWN BY: TITLE; 25500 MORRISVILLE, NORTH CAROLINA CHECKE PE,' REJISIOP, 0~ . ~ _ and Associates, Inc, _KHA s, Inc. e , ~ ~N DESIGNED BY: This CCCJ 1281. toctther with the concepts OYId designs Prese-ed herem, cis --v for the SP2C' - :.fPOSe and Clie" prepared. _ n~5 Pc of r roper reliance or this dacument without written ~-j-or'zation and - -clates, Inc she .e nlthout liabllit; and Associate-, P.O. BOX 3306$ -RALEIGH, NORTH CAROLINA 27636-3068 0~. KHA EROSION CONTROL DETAILS ~O O VA CHECKED B T, min ra nd as t2- inc. 2003 PHONE: (919) 677-2000 FAX 677-2050 -_C, sa (919) :HED REFERENCE FILES: JOB NUMBER: SHEET NUMBER.: E O SEAL; BTE 011886001 4 GE 11 ~ Engineering & Planning Fees Paid NOTES: action Requirements Disclaimer 'I~own EngineerlPlanning llirectorDisclaimer Construction Require Town Inspector Infrastrucutre Yes No Comme~rts 1. ALL STATION AND OFFSETS LABELED FROM NCDOT T1P -L- The resenee of the Em>ineer or Ttts ector at the work site Should the Town Engineer or Planning Director fail to Fees All public and private work and private work including but not limited to ALIGNMENT UNLESS OTHERWISE NOTED. P a P shall in no wa lessen the Owner's res nsibdi for identify that the OwnerlDeveloper has not addressed the watetmains, water services, Y Im tY Yes No Continents ns, water services, sanitary sewers, sanitary sewer confonni with the labs ands ecifications. Should the Town comments, or that the Plans and Specifications are not services, storm sewers, dram ty p P Acreage Fees arkin ~ lots, site ~ adin~~ an storm sewers, drautage systems, roads, sidewalk 2, ALL CONSTRUCTION SHALL BE PER NCDOT AND THE TOWN OF MORRISVILLE STANDARDS, SPECIFICATIONS AND DETAILS, its, site grading and landscaping shall be constructed Engneer or Inspector prior to, during, or aRer cons'truchon in compliance with Town Ordinances or Standards, whether P 6 br d ance with the Town Standards. No deviations iinm 3, ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT & NCDOT fail to iden or re ect materials or work that does not from lack of discovery or for any other reason, it shall in no in accordance with the Towr t Capacity Yes No Comments the OwnerlDeveloper's subr rlDeveloper's submitted plans will be allowed unless DESIGN BASELINE UNLESS OTHERWISE NOTED, conform with the plans and specifications, whether from lack way relieve the OwnerlDeveloper of their obligation thereof, of discove or for an other reaso it shall in no wa nor obligate the Town to correct such errors or omissions. Replacement written approval from the T~ ~proval from the Town is received. All Public and y ~ y Fees Private Easements shall be t prevent later rejection and correction of the unsatisfactory Execution of this construction plat by the Review Engineer or asements shall be recorded norto final acre a<ice 4. CONTRACTOR SHALL RELOCATE AND/OR ADJUST ALL UTILITIES p ~ THAT CONFLICT WITH THE PROPOSED ROAD IMPROVEMENTS, wn. EASEMENTS WILL BE REQUIRED AND SHOWN ON PLAN SHEETS materials or work when discovered. This is also true if the Planner for the Town of Morrisville in no way limits the by the Town. WHEN WARRANTED. work has been accepted and is currently being maintained by responsibility of the Owner and Engineer of Record with the Town. The Owner shall be responsible for correction of regard to compliance wiht all Federal, State, and local all work that does not conform to the plans and specifications. standards, regulations and for conditions. g, CONTRACTOR SHALL REMOVE, STOCKPILE, AND RESET ANY N000T SIGNAGE ALONG MORRISVILLE-CARPENTER ROAD AND DAMS DRIVE. Town Representative g, THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL ' PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE Date IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA 1 ONE-CALL UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE. ` 7, CONTRACTOR SHALL MILL AS REQUIRED TO PROVIDE A MINIMUM f 1.50" OVERLAY AT THE LIMITS OF CONSTRUCTION OF DAMS DRIVE AND MORRISVILLE-CARPENTER ROAD TO PROVIDE A SMOOTH TIE-IN 1 l 1 i TO THE EXISTING PAVEMENT, F1 ! g, STORM DRAINAGE NOMENCLATURE IS AS FOLLOWS; CB - NCDOT CATCH BASIN STD. 840.02 J~ j FES -FLARED END SECTION ~ ~ FERRELL LAND COMPAN r- ~ JOHN J. MITCHELL ~ DB 7271 PG 126 L LAND COMPANY LLC I JB - NCDOT JUNCTION 80X STD. 840.1 RCP -REINFORCED CONCRETE PIPE B 7271 PG 126 J 1 T - T P OF C RB ELEVATION V D8 6074 PG 474 ~ ~ , OC 0 U ~ ~ RIM -RIM ELEVATION U ~ f` J U ~ ~ g~ S J F- w j 9. REFE TO EASEMENT AND RIGHT OF WAY SHEETS FOR COMPLETE ~ ~ INFO MATION ON SIGHT DISTANCE TRIANGLES, TEMPORARY ~ l\ ~ U CON TRUCTION EASEMENTS, PERMANENT DRAINAGE EASEMENTS, U SEE PHASE I CONSTRUCTION SID ALK EASEMENTS, EXISTING RIGHT OF WAY, AND PROPOSED ~ W ~ PLANS FOR DAV1S COMMONS FOR RIG T OF WAY. z ~ U J ~ ~ ~ a ~ ~ ~ LOT 3 GRADING PLAN FROM 13+00 RT ~ ~ ~ a O U TA• + 1.861 ACRES TO 24+00 RT. f ~ STA; 23+06.39 ~ S 22 96.57 v ~ OFFSET; 161.84'R ~ OFFSET; 159,94'R 1 0 ~ Z. zM j z ~ SEE PHASE I CONSTRUCTION SEE PHASE I CONSTRUCTION CB-10 ~ wN l p o+ o ~ FES-14 PLANS FOR DAV1S COMMONS FOR PLANS FOR DAMS COMMONS FOR STA 19+00 RT ~ + STA 22+80 RT EXTENSION OF DRIVEWAY EXTENSION OF DRIVEWAY TOC=364,70 I ZN N INV OUT=361.00 INV IN=361,18 ~ ~Z ~ W Q Z ~ CONSTRUCT TRAFFIC BEARING JB STA=+21.04 INV OUT=360,9 ~a w ~ 85' 36, ' ON EXISTING PIPE FF= 'R PROPOSED RIGHT OF WAY m u~i <v ~ OBTAINED AS PART OF m ul _ _ _ 0 0 55.66 46, 0' Z JB-13 o NCDOT U-4026 T1P PROJECT fi34 STA + 2 RT ' 78.75' 180.03' ' (NCDQT-04026` 1 22 9 ~I~ FES-1 RIM=368.32 1 RIGHT TURN STORAGE RIGHT \ ( INV OUT=381.85 CB-11 -34.'3 - ~ N ~ V~j S. a PROPOSED R/W STA 20+50 RT ~ ± w TURN STA=+16.82. ~ U _ A TAPER TOC-366.51 IF ~NCCOT-04026} 01 OFF=55,5'R 2 +00 ~ IF SLOPE STAKE INV IN=362.54 _ ao ~ F ro tJNE, TYP INV UT= 4 Fr ~ W STA-+20.20 ~ Z h \ - 0 362,3 ~A ,y`? OFF=55.78'R ~ S ADJUST EXISTING VALVE BOX w ~ TPPE RELOCATE EXIST FIRE HYDRANT 24+00 O W STA; 23+24.66 ~ - _ _ - - 21+ 0 a / ~ 2k ~ t. ~ a - F° NT 24+00 OFFSET; 67.60'R ~ 1 Q- 22+00 - - ~s/ 0+00 \ 19+00 STA=+20,19 ~D£N1N RELOCATE 25+00 EXTEND 6° DI HYDRANT MAIN PRQpQSED 2.5 pOWPY 26+00 EXISTING STA. 23+78.73 1 615 RO ADJUST EXISTING TILITY N!' - - _ ~ 7:.,. - CURB & GUTTER ~ _ ~ - - '8.73 ~!PtkPHi ,~-~o~ _ - _ ,;,.o _ - O ~ ~ U OFFSET; 45.00 R ~ ; F~ ~ _ VALVE BOX EXISTING EDGE , 3NO- 5.00 R - _ _ - - - - Z ~ 150 LF 15 RCP - " 3NO, _ - io-- 150 LF 15 RCP ~ B-13 ~ +„~...07 2~+00 ~ ~ OF PAVEMENT - ~ ~NCDOT-1i4~2e~ SLOPE STAKE ~ 1~~, ~ ~ ~ CB-12 ADJUST EXIS G ` - - - C8-11 RELOCATE EXISTING ; . F ~ ~ PROPOSED EDGE LINE, TYP ~ ~ _ _ _ , _ _ ` CB-12 + _ POWER POLE AND CB-10 +rrE~~ ~ w • VALVE 80X _ - QVERHEAQ;~~IWER -1~IN€S- - ` ' - - = R STA 22+00 RT ~ o + ~ - - n~- - - - - ~ ~ _ - _ ~ ~8~ ~ E~ ~ i ~ OF PAVEMENT ~ _ ` ~ _ e~~~ ~w~- _ _ - ~ TAPE V N O ~ + ~ " ~ - - ~_xiSTING R~ti3 ~ Q _ , 00 ~ ~tOD STA. 27+39.41 ~ _ F F x .t ~ 2 OFFSET; 45,00'R ~ _ - F N ~ INV OUT=364.04 v v a Dl WL~~ v -_~~-il5 _ - _ - - u .r-- ~r, W v v - ~ - - ER151TNC' (y ~W ~ x X x ~ DAMS DRIVE SR 1613 UTILITY , 7'D,,1• Z ~ ~ - - m - - - - - - I - N 0'2 - - 9q STA: 28+11,43 i F ! = 00 o A ~ ~ o F~ ~ _ mrn 23 Om~' n i ~ - A (P _ DD OFFSET; 18.89'R ~ J tt. W ~ W 24+00 24+00 ~ ~ m ; - - iL~CDJT-1;4,;26'' _ - ~ - - - - - - - - - - - - - - _ - - - - - ~ - _ - --Fri-_ _ _ - - _ - - - - - - wr- - - - - - ~ ~ - F't3 ....m - ~ H W ~ - -l 1- 26+0 - _ _ - --_r11_~ _ ~ - ;v- - - - W ~ ~ QZ _ j. 00 ~ , ~ ~ z „ a~ - - - - s - - - - ~ ~ w RETAIN EXIST 18 RCP - - ~,_zs~tld~ Rive - - - ,.r. - - ADJUST EXISTING VALUE BOX z,sr~~ti~c R/w z N - RELOCATE EXIST FIRE HYDRANT W ~ t- o z EXIST INV - 365.38' NCDOT DESIGN BASELINE cn ~ a EXTEND 6' DI HYDRANT MAIN W ~ypk ~ ~ ' ~ ~ ~ , _ - ' ~ tit EXISTING E[ i ~ i ~ ~ ~ 1 X OF PAVEME `-EXISTING EDGE ~ x a ~ _ ~ F PA M NT I w z I EXISTING R/W RELOCATE EXISTING UTILITY " ~ 0 VE E o o ~ ~ I p i j w i~ ~ ~ i ~ 28k0~ ~~N' ~ o ~ F:. { t ~ i , ~~~o'~~ ..ice O Oti ~ / / ~ N Z ~z ~o i N C9 Z ~ I c.r u i i i '0 i s s~ , rn r ~ _ + Q ~ + ~ _ _ _ _ _ - - ya M - _ _ / t - - - _ v` i NCDOT DESIGN LINE -L-1 ~ ~ / O / ~ t N ~ Q J N ~ N a ~ ~ it ~ ~ ~ _ - j I N II a ~ a PROPOSED RIGHT OF WAY ~ ~4 ~~cy Q ~ ,i. /~O ' i i'' N N YO ~ i O F / ~ A O$ / / , w / ~ : II Q r / v° ~ m ~ OBTAINED AS PART OF c ~ O i 2°~'` ,rr~ , r ~ ' . 7., _ ~ > ~ NCDOT U-4026 TIP PROJECT 72 ; ~ - +34.~ -L- END ROAD WIDENING i k ~ y; TRANSITIO IGNMENT (-L-TRANS-) t 4 N ~34J3 -I_- STA;30+50 / ~ "N ,NCDO7-t~4026 _ ~ ;~~C~O7 t~402h~ ~F ~ , / ~ ~ ///,r rd' N F- ~ n~;. / C7 i, / ~ ~ ~ / ~ / +a 7C II p SILLY H. & 'MLMA U i ~ z SAULS IDA WILLIAMS MILLS ' gin. ~ k Oi ~ i N ~ ~ - ~ - v~Q- ~ v' ii s ~ ~ r k ~ 4. l3 _ ~ D8 2878 PG 466 DANNY E. & PATRICIA R, ~ y ~ U,r ~ < , OD ~ o r _ BILLY BILLY H. & WILMA BLACKBURN ~ ~ 09 2577 PG 346 1 SAULS DB 5190 PG 302 ~ 4 i ~ t ~ U ~ ~ ~ ~ ~ ~z DB 2 B 2878 PG 466 pp', ~ D ~ ~ ai i Ce r p 7°.~~ + r- ~ ~ ' ~ t SEE N 6-? ~ w~' F"~ rA ~ OAVIS DRIVE -L- (TIP U4026A) ~~T~ ~ 1 Nr ~ ~ o ~n / ~ o w" % ` _ ! ~ tt Pls STA 25+34,91 PI STA 27+48.07 Pls STA 29+60,83 P~ ~ . ~J+ ~ ~ ~ ~U , / 6 f ° ~ Z Theto s = 730'00.0" DELTA D= 11'1749,6" Theto s = 730'00.0" ,Yr% ~ C~ \ Ls = 300.00 D = 5'00 00.0 Ls = 300.00' O ~ ~ ~ ~ LT = 200.18' L = 225,94 LT = 200,18' J ` ~ ~ _ T = 113.34' a~\ ~t1 ~ ST 100.16 ST 100.16 ~L . y~_18' R = 1,145,92 6 \ ~ 1 ? Z O J ~ -YZ- ~ ~ ~ SE - 0,06 FT/FT i rr A ~ k ~ ~~i;CGT-U4026i , ti,~ 0 6 ~ ~ ~ RUNOFF = 300 ~ o% ~ ~1~ Vi ~ v.. r,,. Q ~ DAVIS DRIVE -L-TRANS (TRANS TO ALIGN TO EXIST CL} {N d ' U PI STA 27+44,80 Pls STA 24+88,32 _ 9~• r., ~Y` _ DELTA 23'18'25" Theta s = 6'15'00.0" W ~ D = 5'00'00.0" Ls = 250.00' 2 +64.12 --L- lN~r`0?-040261 L =466.14' LT = 166,77 ~~rn O j T = 236,34' ST = 83.43 ~ ~ R = 1,145.92' J/,IiN~,~, LJ_ i ( z O SE = 0.06 FT/FT rn t_!_ W \ DB 3189 PG 250 - 22.6Q' ~ GRAPHIC SCALE +(JO -v2- ~ BARNES J ~ MELVIN D. NANCY T. 3 ~ S 0 20 ~ ~o ,so - 3„~ ~ ~ ,DO .,.:BS~.~ON ,DO 061 ~ - (IN FEET) ` 1 inch = 40 ft. PREPARED IN THE OFFICE OF r' ~ ~ CLIENT; °A~ PROJECT; ```~~uturrnrrw 11-17-03 a CAR HaR~~oNTA~ S~A~E e Q i ~ ` ~i » ~ ~ im av. nrn ~ ~.n_~F4.~SIn,,.1~. ~ _ 40 11AV1.~` C:C~IUIMf~N~ LL i VERTICAL SCALE O _ SERI N/A DRAWN BY: TITLE; S MORRISVILLE, NORTH CAROLINA REV Nc: I REVISION- DATE: DRAWN BY: CHECKED BY, and Associates, Inc Inc. Mos z ' DAVIS DRIVE DESIGNED BY: This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O, ~X8 'RALEIGH, NORTH CAR 27636-3068 'io 1 • B TE FATTA"C-ED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: PHONE ' (M 677-2000 FAX: (919) 677-2050 CoPyr~9ht KimleI-Horn and Associates, Inc., 2003 CHECKED BY: 011886001\ ASTER\86001"B01 ROAD WIDENING PLAN B of SEAL \M \ TE 011886001fdASTER86001_802 011886001 8 NOTES: V l0 Town Ins eetor Disclaimer Town Engineer/Plaaning Director Disclaimer Construction Requirements P i, ALL CONSTRUCTION SHALL BE PER NCDOT AND THE TOWN OF MORRISVILLE STANDARDS, SPECIFICATIONS AND DETAILS, The presence of the Engineer or htspector at the work site Should the Town Engineer or Planning Director fail to All public and pnvate work including but not limned to shall in no way lessen the Owner's responsibility for identify that the OwnedDeveloper has not addressed the watermains, water services, sanitary sewers, sanitary sewer 2. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT & NCDOT DESIGN BASELINE UNLESS OTHERIMSE NOTED, o [the Town comments, or that the Plans and Specrfications are not services, storm sewers, drainage systems, roads, sidewalks, ~ contormny wtth the plans and specifications. Sh u d in coin fiance with Tovm Ordinances or Standards, whether parking lots, site gradut; and landscaping shall be constructed f ~ Engineer or [nspector prior to, during, or after construction p ( r + from lack oi' discovery or for any other reason, it shall m no in accordance with the Town Standards. N o deviations from ~ 3. CONTRACTOR SHALL RELOCATE AND/OR ADJUST ALL UTIUIIES I - THAT CONFLICT WITH THE PROPOSED ROAD IMPROVEMENTS, fail to ident~j or reject materials or work that does not ~ + 1 ck way relieve the OwnerlDeveloper of then obligation theaeof, the Owner/Developer's submitted plans will be allowed unless i ~ ~ ~ ~ , - ~ ' EASEMENTS WILL BE REQUIRED AND SHOWN ON PLAN SHEETS r WHEN WARRANTED. confotm with the plans and spectficahons, whether from a ~ nor obligate the Town to correct such errors or omissions. written approval from the Town is received. All Public and i ~ ' ~ ~ of discovery or for any other reason, it shall m no way l,( ~ , ~ I ~ Execution of this construction fat b the Review Engineer or Private Easements shall be recorded prior to final acceptance ; t ~ prevent later rejection and correction of the unsatisfactory p y - / \ ~ 4. CONTRACTOR SHALL REMOVE, STOCKPILE, AND RESET ANY NCOOT own of Morrisville in no wa limits the b the Town. ! ~ materials or work when discovered. This is also true if the Planner for the T y y l i i + ~ - J/ ~ / SIGNAGE ALONG MORRISVILLE CARPENTER ROAD AND DAVIS DRIVE, / / / be ~ maintained b responsibility of the Owner and Engineer of Record with ~ ~ ~ l work has been accepted and is currently inb y ~ i I STA=+11.24 5, THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS OFF=55.OO~L ~ APPROXIMATE ONLY, THE CONTRACTOR IS RESPONSIBLE FOR the Town. The Owner shall be res onsible for correction of regard to compliance wiht all Federal, State, and local ~ j ! _ r ~ ~~'r P t conform to the late ands eoifications standards, regulations and for conditions. j ~ j ; -1 1 all work that does no p p ~ /A / ~ i / ~ HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL r' l-~ / ~ / H WN OR NOT SHOWN WHICH LIE PUBLIC OR PRIVATE UTILITIES S 0 ) ~ I / ( ~ ~ / ; / / / IN OR ADJACENT TO THE CONSTRUC110N SITE, AT LEAST 48 ? HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ~ r + i j ~ + ~ ~ ~ ~ / / ~ / / NTRACTOR SHALL NOTIFY THE NORTH OAROUNA i ~ ~ L / ~ / ~ ~ ~ , AG~wTY, mE co r i + ' ~ 1 _ ~ ~ ONE-CALL U11LI11ES LOCAl10N SERVICE (ULOCO) AT % - ~ T ~ i` ~ k i-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING It 1 ~ ~ ~ 1 ~ J i I ~ ~ p l ~ , Q ~ / / U11U11ES WITHIN THE SITE. i ~ r--_ _ i ~ 0 4 / / ~ , ~ Q , ~ 6. CONTRACTOR SHALL MILL AS REQUIRED TO PROVIDE A MINIMUM -I- i ~ 1 _ -~l ~ ~ / / / / /i ' / ~ N OF DAVIS DRIVE ~ / r 1,50 OVERLAY AT THE LIMITS OF CONSTRUCTIO ~i DRIVE CONSTRUCTED l ~ r ~ ;f/~ l ANO MORRISVIILE-CARPENTER ROAD TO PROVIDE A SMOOTH 11E-IN ; I AS PART OF SITE PLAN / / ~ / / TO THE EXISTING PAVEMENT. - ~ / / j// r~~ ~ ~ 7. T RM RAINAGE NOMENCLATURE IS AS FOLLOWS: o/ % / ~ / / / ^ ~ / / ~ - NCDOT CATCH BASIN STD. 840.02 ` o r' ~'l1 / CB ~ x~ / ; / /Q ,i ~ r` FES -FLARED END SEC110N - ~ - j ~ ~ i~ ~ i ~ JB - NCDOT JUNCTION BOX STD. 840,1 - l i;~ l l Q il' r-' ~ _ PIP ~ r ~ Q r/, - ~ RCP REINFORCED CONCRETE E - ~ l r , /fr/r/ ~ TOC -TOP OF CURB ELEVAl10N - SLOPE STAKE i i / ~ RIM -RIM ELEVATION LINE, TYP / ~ Q / / / / ~ / / 0 r / ° ~ / ` F R T ASEMENT AND RIGHT OF WAY SHEETS FOR COMPLETE ~ ~ ~ , 8. RE E 0 E f f ~N17 / / /J.'~ , % INFORMAl10N ON SIGHT DISTANCE 1RIANGLES, TEMPORARY SOT a10 ~ ~ ~ ~ / ~ ~ i ' CONSTRUCTION EASEMENTS, PERMANENT DRAINAGE EASEMENTS, - _ ; / ° A EMENTS EXISTING RIGHT OF WAY, AND PROPOSED / ! ~ ,o / Q / SIDEWALK E S , __i ~ ~ / ~ w / H RIGl.T OF WAY. r i ~-3r ~ , ~i l l V / ~ /l PROPOSED 2, 5' ~ ~ Q ~/~r ~ / / r~ CURB & GUTTER ~ a ~ / ~ > ~ ~o r-,~ f ~ ~ ~ o ~ r / ? . ~ / ~ / V o/ x Q / ~ i / / / /~I i I SEE PHASE I CONSTRUCTION I PLANS FOR DAVIS COMMONS 'SEE DAVIS COMMONS CONSTRUCTION PLANS LOT 2 / ;v' ~ ~ ~ ~//l/ / ~ / ~ z, A~ 1. CB-3 t- ' c FOR EXTENSION OF FUTURE DRIVEWAY F GRAO~IG PLAN FROM OR CB 7 _ + , I 2.15 ACRES - / ~ , / o~/ ~C / ~1~// / STA-+28,95 / Q ~ i STA 16+50 LT (M-C ROAD) 13+00 RT TO 24+00 RT. STA 14+39 RT II ~ TOC=348,91 ~ I ~ CB-6 OFF=81.43'R / / / / TOC=338.79 - r-~7 ~ I I CB-8 INV OUT-345.39 ~ STA 13+82 RT i / ~ ,;~o / INV OUT-335.27 / / , ~ STA 15+00 RT I w i ~ TOC=348.72 z CONSTRUC110N AND ~ / r' ~ o / i' i ~ ~ MAINTENANCE ~ / ; / ; = 5.13 ~ J i ~ - TOC 35 r-{ I ~ INV IN-344.82 INV IN=351.61 ~ ~ i i INV OUT=344,62 L ` !i w ~ EASEMENT FOR SIGNAL / / / INV OUT=351,4 -'I r PROPOSED 1,5 - !Q MOUNTABLE CONC E-' ~ ~ j l I l / RELOCATE EXISTING ~ STA=+61,07 / l r r POWER POLE AND ~ CURB & GUTTER ~ ~ a I - ~ ~ 1 / t ` /'/'I .r OFF-b3,44'R / / / / r / OVERHEAD POWER LINES Q ~ 7 i PROPOSED R/W ~ k7 LF 4' RIGHT TURN TAPE h' 259,6 180.03' IGHT TURN TAPER / ~ ~ ~ ° o o`er d C ~ o l ~r~ li _ ~ X15" RCS RIGHT TURN TAPER r / ~ I r ~ / r °1 PATH ~ ~ ~ i ~ h OPEN CUT AND C Z ADJUST EXISTING VALVE BOX SLOPE STAKE 41 L 15" RCP P P DR W ~ l:~ ~ m ~ RO OSE / ~ / ~ a° , r EXISTING PAVEMENT ~ o ~ l ~ / ~ ~r RELOCATE EXIST FIRE HYDRANT LINE, TYP F _ CB-6 p REMOVE EXISTING PIPE C6_7 ~p SLO E STAKE F EXTEND 6" DI HYDRANT MAIN ~ l LINE, TYP o / / i f ~ ~ r 4" P + 6,p ~ RELOCATE EXISTING 0 Q 17+00 16+00 15+00 ~`s / --'14 0 ~Q- 13+00 POWER POLE AND 12+ PROPOSED 2,5' RC 18 0. ~ i ~ 95 LF 2 RC CURB & GUTTER INV. 3 3.7 s / OUTLET-1 ~ ~ PO EXISTING EDGE v' AD E'P_e 6p 00 LINES 11+00 o ~ ~ STA 15+00 RT (M C ROAD) OF PAVEMENT ~ ~ 128 LF ~ ~ OVERHE~ POWER LINES F ? 200 LF 15" RCP L P' _ _ _ - - - - - - - - ~'JcLL F _ 295 LF 15 RCP ~ `0 r ~ ~ i~!V OUT=332.62 ~ - _ _ ~F 15" RCP - _ B-5 _ _ _ - e- Z - _ - - - - - - - - - - - - - _ F ~ /I REMOVE EXIST 18° RCP ; 1 9+00 _ ~ I I O _ F F _ i _ - - _ - - _ - - - - -r'P-- UH~~~ _ _ ~ _ ~ c, _ _ ~ ~ ~ T ~ '~W__ 1 1 ~ ('P V _ _ ~ 6g R6S REMOVE E} REMOVE EXISTING PIPE CB-4 ~ ~ = ~ , ; ;I R, 18 ~ ~,N % ~ ~ ~ ~ , ; - ~ - INV.- 331.20 8+00 V1 CB-8 - - ~xisn t sv_ - . _ _ _ ~ - - - - - - + .r. -~--c--__~_-_ _-w + _ + _ U" W ~ O ? 000 O t0 ~ N . O _ _ n i,oc ~ ~ +1 W B ~ YPL - ~'r - - ~ ADJUS -o - - - - ~ ~ ~ _ ~ 59 LF STA 149 ~ LT ~RO)t ADJUST EXISTING o } ~ - 0o x DAVIS DRIVE S~' 6 ~`r f} 1 ~ Riga; TOC=3~T,7~ r, 3 VALVE BOX 2 ~ ~ ' 24" RC ~ ~ 3 N10'27'Ot.t"W x ~ ~ !n w x x ~ VALVE ~m mm cmim ux,cn 3 ^ INV IM' 4. X3331'7 ~:~w_ ~ In - ' ADJUST/EXISTING INV ~ 3 =337 ~ ~ ~ _~I ~ ~ uxi m R M EXISTING PIPE ~ o u~i ~ n m E OVE U W rn m N REMOVE EXISIING PIPE N ~ ~ m ~ VALVE BOX IN , UT-33357 ~ ~ _ ~ SEE NOTE 6, TYP ~ r ~ - ~ r _ V/ - - - M. - -M-- - -r ~r / STA 10+81 RT 4s~----- ~ ' _ ~ ~ ---FO-------'!'- --F~r- - - FO - _ - ~ - - - - FQ - - W - - - FO _ - - _ rn - - - - ~ I TOC-341.1 ~ EXISTING EDGE ro _ W EXISTING EDGE - ro-- ~ \ / INV, IN= 38,14 /~fi / ~ INV, OU =336.00 N OF PAVEMENT - OF PAVEMENT, TYP.- - - - - - - - - - - - - JB-5 Exisn,v~ ~~I~w ~ / / ~ i ~ ~ / _ ~ REFER~O`Si6NAl,.PLANS CB-9 STA 13+73 RT ~ ~ , / / fOR SIGNAL MODIFIZ`A116NS STA 17+00 RT EXISTING R/W NCDOT DESIGN BASELINE RIM=351.10 TOC=3fi0.60 INV IN (6}=344.24 INV IN=357.08 INV IN (8)=348.10 ~ / i ~ ~ SP c~ ~ / i x , ~ ~ - s INV OUT=356. INV OUT=344,04 ~'h ern ~ o~ ~ ~~J~~q ~--~0(JTHEpI~ ~ L L~Cr ~ l ~ ~ y i CALL 1-800-632-4~~4u ~ ~n-__ _ ~..n ~ c",~ p - / - _ 1 2 . ' p j~ x BEFORE YDv D!C / DAVIS DRIVE SR 1613 -L- E SR 1613 -L- (11P U4026A) l / ~ ~ l ~ PP x o~ r l~ ~ ~ -S~CI,'THERP~,` 9E--L UGFOL;~ ~ , ~ ~ Q PI STA 11+80.85 DELTA 0= 5'25'17,3" (LT) X80.85 ~ ~ ~ o~? c:AIL 1-800-632-aga9 52517,3 (LT) ~ / 0 f B~~~ORE YOU O~G D = 1'30'00.0" n ~')'s 9 )0,0 / (5, I ~~hs PROPOSED RIGHT OF WAY L = 361.43 (VARIABLE R/W) OBTAINED AS PART OF WILLIAM M. & GALE D. 3• / , l 'Pi 0 f ~ - / s ~ Q T = 180.85' / N000T R/w MAP NCDOT U-4026 TIP PROJECT R = 3,819.72' ~5' / l i r~ l ~ 1.72` ~ ; / ~ ~F O PROJECT N0. 6.804749 AND TOWN OF CARY YEAGER / DAVIS DRIVE PROJECT ~E = 0.024 FT/FT !4 FT/FT / r r l l ~ M ~ SHEETS 3i AND 33 DB 2545 PG 30 / / ~~A Nj ~ / P OF PAVEMENT F ~ / l / PRO OSED EDGE y. ~ ~ tvi / l J o O ry / RELOCATE EXISTING En~ineerin;; & Planning Fees Yaid / a r POWER POLE ANO f / ~ a ~ ii ~ / OVERHEAD POWER LINES yt ~ I/ / / l r~ Infrastrticutre Yes No Comments Fees Q z / ....~'CR / ~ / ~ ~ ; ; ay p' f Yes No Comments - / / ~ ~ r i~/ ~ p U Acreage Fees ~ ~ l 'ri 0 1 W Capacity Yes No Comments ~ e- ~1 0 ~ / Replacement / j, / ~ ~ J / Fees / / Qtyy~, LL / Q 0 / ~ r r~ r ~ W ~ 9 J ,,~a sz Town Representative ,1 GRAPHIC SCALE J ~s +o a 20 ~o so 1so LL Date t; (]N FEET } 1 inch = 40 ft, ~ 0 ~ululi °Are PROJECT; CLIENT; 11-17-03 PREPARED IN THE OFFICE OF; ~A~~ CAR HORIZONTAL SCA~E~. \ ~ • rr r . •.•l~ , _ LL ~ , o; ~ oEESSto •,y,, 1 - 40 _ I uN I11vT SEAL DRAWN BY: MOS MORRISVILLE, NORTH CAROLINA is, TITLES "s 25500 Z REV. No. REVISION. DATE:. DRAWN BY: CHECKED BY: 6h and Associates, Inc IF Inc. DAVIS DRIVE DESIGNED BY! is\\ BTE ?his document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse - of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636-3M ATTACHED REFERENCE FILES, JOB NUMBER SHEET NUMBER O / oo CO CHECKED BY PHONE: (919) 677-2000 FAX-- (919) 677-2050 ROAD WIDENING PLAN U. 011886001 MASTER\86001ss001_~01802 SEAL: +++nnm~~~ BTE U, \ \01 . \ 011886001 9 OF ,886001 \ MASTER\ opyriyht Kimley-Horn and Associates, inc., 2003