20040026 Ver 3_Site Plan_20070419

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CI1Y t~F P~,L NCH NOTES
SEE NOTE 1 SI*E NOTE' t ~ ~ AflfA r r 1, ASPHA€„ s INSTALLATION IN TWO APPLICATIONSi ? 1!r". & 1
STOP BAR P ~ HEU STONE/ASPHALT COMBINED DEPT4~i IS GR~AI"~R THAN ~ c: ~L TO Ia°
MONQLITNIC POUR OE P ~ , z,~ ~~°t~ S'„`"!T~ ,,~~~r_t~ T ~7EYlAllt j S10EYiALK i. r,t.~-~ C~ ;'T",~~JC(~.t 4+E' ~;>IKl i ter t^ .~f~r".,i=~,: 3000 PSI CONCRETE ~ ~ ~ , ~I ~ ,W;~~t ~~r~s : , . WIDTH OF 9.5" IS RE(1UIRED ON LOCAL ACCESS SYSTEM ~ i^~l. ri r~~ 1 ~ ~ 7j,~ ~ i f i ? ~ r ~ tk } k' i~1~t E~.r ~ ~ ~ r ,..~.1 _ ~.,_.~:~_.~~,_..~...r ,._,~,r.v.~~~.~...,~~....o.~~~ ~ ROF :,..YS WITHIN 50 FEET OF ANY INTERSECTION AND WITHIN r ~
_ , Al ~ ~ ~,~t _ ~ w..--.,... a~ stop a,~a ,~.--a. ~ _.,__._,F r 1.; _ ~ ~.w~,;b,~'y~ 1t1Q G ~ OF ANY INTERSECTION ON COLLECTOR STREET SYSTEM ~
9,-^ ~iU" ~ ,-`l'u!i t v l;~r:,. {tz- 'r'f~C?~'IL7~.1) ANk~ v S P L ~ ~ , ,r4~ <<;~. PTA ROfi y'~.;. ~°S, SEE STREETS, SIDEWALKS AND DRIVEWAY ACCESS HAND ~ ~ ~ ~edl7 i;;l,i ,i?~dli; BOC'f "S GN CRITER A), E,}I -1~; I I I~, h ~ ~
~ ~ ~ OF SE£ N07F' t {N ADDI?:~d, r' , 1?:~ t~.8~.!. AID HiGHW. f r,r ,,z~"~. RECD"!I~ . , c;~rj r irlk;; 1.. ti% ~iL' E:ti~'!3`. '.)rl ;4NY CURB C h , ,!It:;F.'s7 A IWAY ~ ~ ~ 4. TI't ~ '+~EMENT DESIGN FOR MINOR THOROUGHFARES SHAEL BE A ~ ~ a~ ~ ~
S~WALH ~/:v SiS?/A!,!{ ,AIL1' t. ~ ~ i~ li'II ' c r.ii~~A,C. ~ ~ nd r i", INITIALLY pR ~ i i'L,a~,' J CO ~ , .,-TI- ~ 1I'~z, I:;~' ABC, 3' ~C$C TYPE H AND E ltE' OF CSC i r~ ca ~ ~ . 1' 1' ~ ' ~ ~S ~ ~ ~ ~ IS Pl;~~i`1~-. TYPL~ .r 1 OR I-2. THE PAVEMENT DESIGN FOR MAJOR THOR 'HEAR ~ ~ w v~ OUG ES ~ ~
' 1"f~ ~,ii! fl rHiu~~` 19°Q EXTENDS TO {ND:,rs~d DETAIL SNOWING TYPICAL LOCAT#ON 5EE NOT€ i W7Tl. ~ ~;CA~~'~ ~ },,,~`~I' 1; "',;cGTIpN SIAM':.-~°,fi T~~ ' di AND ARTERIALS SHALL BE A MINIMUM OF 8 ABC 4 lt2 BGBC TYPE H p a ~ ~ AN;~ P l1P` OF BCSC TYPE I--1 OR I-?, THESE PAVEMENT DESIGNS MAY ~ ~ N SIMEL~.+"t T?) lG5£ r° tl. tD U . 0 0
51DEWALK ACCSS RAMPS, PEDESTRIAN r. 1-.O;I' ~E,t;iJ~ ,.A~: ~ ' , $~:-,T3f~AL OI~G~~; /r~C \ CROSSWALKS AND SrC7P BARS, REG~~~~LI U~r?."'~ irt~ ~l~iL .21~_l~~T:~ ACT' ~ . ADO~'~LC `'~G:~~a f~AL O~~c~,.; cq~PACT£D FILL BE INCREASED BY THE ENGINEERING DEPARTMENT BASED ON TRAFFIC ~ ~ `~t;~ ; ~ VOLUMES, SUBGRADE SOIL STRENGTHS AND/OR TRUCK VOLUMES, ~ s w ~ ~ V) n2 co LJ ~
\ ~ ~ f,~~ - ~ \ ~ ,~~C~ar~~ ~YL!iA r~Av~. r ,d `I) {47 CUMi'~.Y i;~r 7~Trc} 3~:` !;f ''.I J^ ~tAT 6 ~ j'i f:.ri;~..4~, p''i ~)f~~~t.tr'~~'1~ '~fJ i~~ I~~fN~ -t3 VA ~ , 1992. ANU w r ft0
\ A4. E , \ DOUBLE V~lEELCHAIR RATAPS ARE TO BE THE AC 7~Kc:r,NL3~l;a F~; >J:1tL(;~%lk' WARNINZsS W1~RE: ti,l'~;~rNOF~ EEa ! IN C STREET MAY 1<~. w~~n~r~ w V) M
t», ~ STALLED AT Atl. PUBU vA~A~ , INTERSECTI(~JS NMERE SIDEWALK JS 1~~' V\ REQUIRED. WHEN ~DEWAU( IS NOT 2, ~C~~rr~;~; r ~r,W,,.. RAMPS Ss~,!4~ ~s~ I'a~'~GLD AT A'TIC?~S ,`S "H LOC ptMd ~~~~'a. ?"iS "~~~Oi 4N ?~fE SEE DRIVEWAY DETAIL ~ ~ ~ ~ ~ d w uj
V\ REQUIRt~7, CURB IS TO BE DEPRE55ED S°LptxS t3~; ~ , ~~l"a~-:;1T"p ~sY "Tl~~i~~ r,.i~;Ca~E;E.R a[,x'v~r`it aC ~i:C.v"; R'~Uf`" SIiAL ~ w.~ \ AT ALL. RAMP LOCATIt~lS AS SHOWN LCD 1 ~C,.~ ~Ia~~i~?.rLr; >>v i7 ~E: 7~ 5~ ~ ~'ry'~~~°~~R, <<sE C_~ ICa~ "SAY E;E At idiTH 5ID£kdAt,K U7 ~ ~ ~ w _$S ~;°,Uf':; 5!1/x:'!. D": f Q. ~ ~ STD, NLI, 20.01 U Er f3 ~,,y ~ ,'?GPI ,x',41' "3L. I.i,fU:~ ~ r~C+ F- m %.s a rZ4
\ C' j`,'t (i1Mrti 1;1 iF~'. r'~~. I,~."R -9td~'»• _ i. ~ .r{4'~ t~» V\ ON THIS SHAT. S~' NOTE T SEE NOTE 1 r L ~hk~_„ .r2t EX~ii _ ,.it ~ t~~E ; ;1}RA~ ~ » \A DRtY ~ ~ ~ , ~1' FiF~r n: ~'~_~CC'ra'*~~T 4~ iGt. l,i+CP~ i~Gl« Ry",, LESS THA9 I, N+~"r 1.E5s" THAN 1 ~£ET ~ cl 0 C;d
~a \A ;~gqR f3F i"~li..t ;~f~~t(.-I !Jh~N `.,',`i1.; f<f ~'~t,GE~ ~~~~I~°orFp f)CL~;i~'~ r7~W~~'S. ~ ~"q. s ~ , J ~ c oo
r ~t ~ "a a ~ r A 5~WAL!( t ~N.~tk STRC.~ { 7 i~h_f - EGT9Cra° ~ ~ i f~~~.llfd~L `d~; F~; .,i.„,~t' ~ ~ ~h ~ ..,1~~~~ ~r.l ~i1G'~ 1'~dA',1( !S NOT 00 t*1 ~ ~ ~ ~ ~ (Y_ z 0 0 {
3.5 RApIUS V\ 'r- ~ads~`~" ~ Al.~ Is P V\ - F~` ) ~,~,~frr~ i5 TO_~~ ~L~'~~,;,EL? l~T ALL RA~?i~ LOCATI{a-~'i AS SHOWN -.w-......., r~ . 4' SLOP BAR -qw..~. ~ ~ I , ~s SWOWN C ~ ~r ~ h ~ U ~ Q:1 ~ j ~ W g.. G~ ~T (,'U)
a ' ~ THE ~'IPvL~ 5lfnrACE SHfiLL BE Sf_fl' ~k iST;a~ijT, Cb!_pR5 FO'^: THE RAMP \ NOTES: Q] ~ L3 ~ ~ nrti 1, THE' ~ ' M£NT SHALL 6£ I3£E!N£D 13Y A 5T1tAIGNT PR£f£RA6LY A ~tACHiN£f} SAW CIIT. rA ~ ~ ~r' l THE RAMP Cf. ' 4 0 uo , 4 LM 0 r"
» VA ~ 4' STOP BAR ~ -.•-~..~w. SHA L U~(;:P{ GFlf~h'.GCr~I E~RF~`+' FOR ^r°~4TdAST i~$1~~ LICi9-IT PATHWAY COL A AND LI:~'~ P 'tit:"~~tL'c, C ~A' Ft"?R CO•Pd~rZkS~l 'd~TH DARK PA?HWAY Cf~ORS 1 SIT PATHWAY COLORS 2. TH£ i ICH ~16GRADE lAAT£R3AI. SHALL 9~' BA~~FILLr.p N1TM 5t.l4TA~L£ MAT£R4AL ANI3 COMPACTED T;7 A !7£NS3 ~ ~ ~ try ~ C:1 i n u OF A, ~ :05 fi 95X 01" THAT 09TA!°'£D 8Y GOMr ~~;i~~G t1 SRFidPLI: OF 1'H£ 1+~~1ER1,~L CN ~B~COR#IANCI ...TH ~,~,5NT0 t0 hw ~ ~ ~,+,~AY COLORS AND ~ l~. _j k 0,-4 c < rr-
»~,x ~ SHALL L;. J+ , 1~~"iGd,hAl. !'{"FIT OF TFi uONSTh~UCTIpP1 MAT~,PAL. IR(}N OXIOk S~1NA1K SIOEWAIx PIGMENT S?-ir,t.l_ IsE USED AT THE R.'+TE OF 25 LBS, pF PIGMENT PER CU. ~ f?~,~,L ~R(}M O~ID£ T-9D MOf1lflEt7 E#Y ;~C{IOT. R w ~r c~. 3. THE ,°.;`,L 1' OF 4;Lt. ~'~~,t.L C~-' tic ~F~t ~sr°„1kl~.i_ Ct}~tPAC1i~tT TO A t3£N511,' ~'_~1;~I. TO 9Q'~ ~ T1~AT ~ ~t ,~d,. iT PER Cll. CI
- ~ YARD Of Cw~ai;:nE1~. 'A :~'ti T N A RAMPS (343' ?Y COM4~AC~iii1G ~ 5h9„ ~~E OF °l; P,+r, i~F:±A,L IN ACCC ri!~A,"~L^^£ 'MTH ASS1.1~a T-'0 A~~~ L~ ! ! 1:i~ BY ~ ~ U ~ J e 5 ~ ~ ~ Grp ~r ~ ~ z rt 1a.1 ~ NC~,C 'ITUMINOlJ5 Rl~. r U Ri~tC)E 19~ C il~ ~~1~[1.IItG fF` r C r"Cj 6Y TNi 4 ^~GI~1F,~~<<', G G ~ d- ~ ~ ~ 47 ~ ~ 0 m r~
DE AIL ~10}fl G TYPICAL LOCATION OF STDELV LK ACCESS NO Sl.t~~- i~ SI~)~7vr,l.~ ACCESS i:k~Fi ;:~<t~.L EXCEED 1"/1' (t2:1~ IN ~ ~ PEDESTRIAN CROSSbNALKS AND STOP BARS FOR r°E'E fNTE'R5E'C710N, RELAX ;d;,'" ' TO 71E '.AL,L; C° THE' r;}~~, 4. "iI~N£;~ 1GA~~ Et3GL Oc t~M G'~J"[ ;~?L1. 1k,~~~i,j, G D 1" 1' t2:1 IN - G1 r s` ~ t~ t~ ~ t~ ~ ~ ~ 5. ~ !~`TH Cc ~.cl'~I ~s,4TEr<IAL ';'~rflCH £k1,7T ; ._.!AL"_ PF ~'.~I~~=STtILL£ '~IiT !N NO CASE ~a~9AL ~TH£ Rl ~ ~ ~7 QL LL. ~ ~ 6~~ 43 o
5. IN NO CAS. SHALI. Jr1CaTH ~ T~S;~ li - ,'AL ACCESS RAMP BE LESS ASI'~i'_.1 E~~ tF"> 11 ~,~4 2 Tlil~~. ~ ~ ~ ~ ~ W ~ dC RAMP B£ LESS Thi: A5~'i~IALT i'A1ie.~nl.nT mdik4w{nL SF9ALL F3£ lNSTALLki) AND COMFnCT£{} THOROUt~1LY TO ACHIEVE A SMOOTH ~ ~ f_t. iX ~ I,+J b~f V) u- s wo MS
~ THAN {3'~-4") HG?~;',IER, RA'4P EKC ~ ~ ~T7". L£'JEL PATCH. ~ ~.:il : ~ W t~ ~ v v p
6. USE CLASS A (3ODO P;;~) CCNdCRETL iMTH A SIDEWALK FINISH IN ORDER TL OBTA9N A RpUGH Nt?NSKID SURFACE. „e : cc~ 1 ~ . ~ ~ ¢ rte- vii ~ ~ ~ IISH IN ORDER TO s1. _ C L iF.~,~'~` u~°~cr, ~ ~ d 1~, ~ Z< < <m<r C
4' sTtm BAR 7. A 9 f2" EXPANSION .XNNT W±i°. BE REQUIRED WHERE THE C4~lCRETE SIDEWA .l S ~ <°t/'+a eW :a sae I~~ aY ~I°m aY < i6~er ~P ti r a M ° .e.......,..~,..., lL OQ ` ~ONCRET£ SID£k'rALK ~ ~ ~ 52~Wlot.K z iw ,
B B ACCESS RAMP ,IpINS THE CLiiwLs I~,I~D AS SHO'A+~! ON THE STANDARD DRA'~~;' 17 D ~ ~ X \ s arc SECTION G-C ~ sa~r.~ d ~ a ai ci U<, <V) s N
I ` •:.:J' 8. SINGLE OR DIAGtkdAL. RAMPS ARE NOT PERMIS~BLE FOR NEW COIISTRUCTIC t/2" eXPAI !T cRASS~D AREA EXCEPT AS SHAWN pN SHEET 1 OF I£W c~STRUC~Iar~, ~ ~ ease cts~ r. e
_ SHEET 1 OF 2 _ SHEET ~ ~r~n _,SHEFT 4 4 RESIDENTIAL STREETS SHEE SHEET c'_ OF 4
CITY OF RALEfGH CtTY OF RALEIGH CITY OF ~ G!T}' t~f` ` "I `Cif t~l~' C~~ t; r;.:. . , ..,.._Ca_._ ~ 60 41 20.5' 16,0 2 1/2 i-^~ 6° ABC 9.S G'IT?' OF' f~I.LElGH~'~ _ I C,7TY CI CITY OF RALEIGH
~ ~wr~ e+ CENTRAL ENGINEERING DEPARTMENT FOR RAMPS AT ASPHALT TO ASPHALT STREET CENTRAL ENGPNEERING DEPARTMENT CENTRAL ENGIN TYPE DRIVEWAYS OR PRIVATE STREET TIE IN. ,,^lLLN'lT~?Al ENpNEEF?ING DET'ARTkd£'Nl CENTB'AL ENGtN£kA~fr'dr: ;1; ; 7 LENT 55' 36' 16;0' 15,5` 2 112' I-2 6° ABC 4.5' CENTRAL ENGlNEE.~R~I'JG DE`PAf~TMENT ~ ~ w t~NTl2AL ENr~ra . _ SO' 31' 15,5' 13,0' 2 lf2` I-2 fi` ABC 9,5" ~ ~ t,~ C"EN7RAL ENGINEERING 17EF'A IMENT
P'0` 4'0` 5'0' REVISIONS ogre: 7f3ioo aR.A~v sr: ,ns REVISIONS oAr~ ~/3JOD tktANW ar. JYB IrEV±~:iGNS oA~; C~/+~tuPdS nay; 7/31 ~ :~t~at ~~:.tra R£VlSf~+S o~r~ ' 1 c; a °a gr. ~t REt~SIf1N5 7/s/~ ~n+el~ ar. to REf~SI0n5 r-,; , _,.~.n _ ~5' 26' 13,0' 10,5` 2 lf2` 1-2 6' ABC X7,5' f~ ~ 51. ~ A~ r RESIDENTiAI. ~ a i V, SIGNS OAM 7/3/try DPAYN er. <
DRIVEWAY SIDEWALK AND ACCESS ~ 3 R Atit~ .aS PAl';`~, I: S'1T1EET ~c rx - 31' RESIDENTIAL STREET V) 0
51DEWALK DETAIL RAMPS RAh'P:~ 4,, DETAIL ~ a c~ ~ STRiI m STRINGLINE REFERENCE sit ~ r
STTD,~ 20.01 S~D,,ft 20.11 --P--- 53. ~T73. ~~.81 ~T", mY ~U.d1 ~~~'1~. # 2d! 31 ~ ~ t,+y SAD, __.a__., --.___...,__...~._.._._a~_.....~..._~... ..~,_._.~.~,..~.....__.w~.,._____.~..~..___.~._~...~.._~,._._,_.._.,.~. ~,._,~,.._.,..w, LU
u a SLD L Cl ~ I~ LE S..~MLL ~I ~I,. i"~.,!..i ,.,1.,1.1._ ~r L j
' ~ ~ S1DE4YALK ACCESS RAA9P SUPER EL.EVA1 ~~I.,( RATEw _ .~m.,,~__... ~ ~-A SEE NOTE . ~ P i/2" EXPANSION ~NNr 3'.`i:.;: , SHEET ~ of 4 ~C,I STANDAlt1~ C'Ea° < uj
~ g ~ f~"--o ; . s~ r ~ r i CIJRB ANSI GUTTER " i ~ ~'Y ~45~RC _ ~ ~ Y r ~.E~fi~_ ~C~EADER S t~CRE „.1 ZEE 2 5~ ~.~~G~ D ~ r PIPE 1 LENGTH LENGTH LENGTH
P S~ ~ v ~ ifs ~ , INS ~.E~ I DLO, ~ LENGTH LEN01'r1 TO BANK PEA ~ ~ ENERGY O1SSiPATOR i~ 1 ~1, PER REQD 00 fS
~ 5 S DEWALK d a a 4r1 pp I~»~ 'yp~{ 1' ' 1 ~~yygg R Y ~ r + r GFS f
fT ~ SG Ff I~ ~ M+d 0 h WW ~ hh e x sa ; "a a i ~ ,kf i t e , q q 1 r Y ~ _ , ' I~. r. M H T/'. '1 ~~g~ 'v't r.,~ " ~ ~ ~ , t I ~ ~ ~ : ~ _ ~ ~ ~ r fa i - _ 37.76 _ 10.6 15
1N ~ ~ y, t~ ~ , RA ~~t ~ a D ~ G SS STRIP D ~ q , ~ ~ I.:30" CURD & GLJTTE y~,I ~ --,t;._ , l i~ E ~ 7 ~ y ~ n s~ ~~(-lai~ ' ~9 w { (U.U 7 ~V ~'t.~V LURI3 & GUTTED ~ ~ _ _ 44.20 22.7 25
~ d~ ° ~ 4 ~ n a + 415.33 a ' a~ n... n o ~'~"1 a a a 7 ~9 ~,E,~ r" 1~~ ~ , E~i ~ _ _ .50 4 6 GIB ~ 32.60 a,~' 30 _102 132 015 24.$2 - 15 24.82 3.6 15
i p ~ R ~ S` ~ i~l.~~.~', ~ . , ~s' 1' E ~ ~ ~ ~ S4~H r13 30 0.16 _ ..9 ~ i ~ 39,~~~ _ ~ _ _ _ a _ _ ' ~ 4 6 Ins s ~t~,,,~ ~~r. a" ~ 1{~} 76 39.44 30.0 _ 35
• ry ~ A ~ w D~ ~~C!ESYRkf CURB ,p5 rr• ~ . ~ ~ rc Das~iALK LvE .>1TitAN Cl2C''~+AtX s c t ~ O.Sy w F 3 ~ ~3 . , _ 5 ~ 4 6 Moss ~ 74. 30 46 16 0~ 3 ~„a.,~,~ _ ~ _ 3 ! _ 3,~. a 31.0 35
~ 6~ ~ » ~ 3 $ " ~ a ,1.~I~ w4 30 3,x.02 ~ . A . i _ ~ _ l nlf.. F ~ I;'~~ ,i<(1~~` `,u, ~i'~~ ~i_ r',~ ~ ar Cf.~!IP`~; I'"a 7 )4.2 16.2 0
~ r`~ ~ --7- . . ~ ~ ~ ~ ~ ~ ~ ~ a SlDEbYALK ACCESS RAMP ~ ~ ~ , » ~ . , ~ ~ w _ ~ - ~l~ _ ~-b.~ 493 16.16 4 1666 8.7 155
~ r ~.....e » » + p ; 14 ~ d 1^ ^P'ry ~ ~E 1 ~ Lj. ~ it 1P 1~t;i 1 x°Y. 4 I , _ _ ° p < r - ~ <JO ,n~,„ 1 ` ~ ~ m . III 1. ~ ~ 0 30 3 64 ~~,21 37.36 i. 6 _ _ _ .a, ~ w _ 21 R36 7.7 15
H ~ W r~P$ d " m ~ . _ ~ ; I ~ 4,46_ ~ ~ I, .:.b~ .55.62 S.C~~ 0,50 3.670 ~ 4 6 CEa s B 57.00 SMNSi 30 50 80 0.62 32.50 ~ 1;,,7 ~f". i'~I~ ~ ~ .pia ` 14 ~ ~ ~ a~ ~ 2 32.50 20.2 25
W ~ r $L,CB'E =3/4 C7 ~ ~ ~ x ~ NLE TN P DEPRESSED CURB sl.~~-~~a r i- , i l ~ ~.i.. C.75 5, 4 l , I ..1., ,34,x.12 .~.C~U 0.50 4. 4 4 I s 9 3 . SI~H~51 30 39 68.8 0.75 35.67 ~ ~ 7~, ~ ~ _ _ ~ u » 75 35.67 26.7 30
a ~ ~ 85(U SS D ERWISE S EGW~7EDJ ~ w ~ a. ~ ~ ~ X11+ i ~ 1,_ ~'f ;1. J ; 0.~4 U, v l ~ I J~ 3~F 5,-'0 ,345.3; 5_.00 0.50 4 I 9 6. s»~18 30 65 95 0.94 29.42 ~4Y~1~1' ~ I , 1' i;(i ~~k ~'V ~ pf 'G' '7.. !'t ~ ,.r ~ ~i~'r ~ ~ 3,.~~ I ~,2 ~~G~ ~,,t~,. ( ~;.~4.u~.: 34,=,~ .U~, 0,50 S~,.H,TiS~ 30 29 59 029 , ~ ~ 34 29.42 27.7 30 0.4
~ ~ ~/z" EXPANSI~+T daNT sTAt~ARO s^ ~ ~ ~ ~ (~YB a,r~t .a~ 30` RDLLETI TYP i - ,n.y rya _ >L`~MJ~I n~ 1,810 4 6 Gl s 0 ~ 15 , 0 ~ 39.44 w I' ROLLED TY~'c. MUTTER ~ f ;i , ~ a 1 ~ f G; '111 u n 29 39.44 11.4 15 14 33.53 4.8 15
~ 4..__ . , - _ ~ t ~ ~ . 1.04 ~ . ~ _ ~ I ~ ~ ~ . ~ , ~.>.~.,tr_ 0.50 ~ C asp B S~~H;~B 30 46 76 0.14 33.53 + . - ,f,~ n t i'~ ,I~ 1; ,~1 ~ ~ S , .~r~ a , ~ a :~,~,a 4.40 4., a 0.25 Ct.v1,~ 15 ,,.:0,0. 3~~~.).. a.00 0,50 3.1$6 8 4 6 C~~ss B ~ 20 352.00 S , 3 30 52 82.3 0.61 31.96 51 31.96 19.5 20
s{ , 5:iit'IyAlK A RA~aP 9 ~ ~ ~ ,aa .o~ t,hil !i.S;'= ri'"i~ ~ ~H (I, ~~iVE i ~~~T t"Lf1 ~~J
~ ~ ~ 4 ~ ~ ~ ECTION A A . y~1F~py~ ~ Ii =pyf ^Fp>py~ `j~pn, }+'jyp}~{ i~^~'.q ~ ~~.,yt1yP..,t. ~C~N~ ~ = 13F'T P~.R GPS tt('J '~t~~ ~M1~.V i+,~l~lA~li Fk l~ ~~LXtA ~d't'i11~ 411~vd :1 ~+„+x" 1 it
h: ~ ~ ~ ~ < ~ ~ ~ FOR ALL PUBLIC STREET TTE-INS ~ ~ ~ n
~ < 10' n , ' ~ ' ~ , • • ~ . Grip l;I:;GHARGL
w C} ~ ~w , » ~ n. ' ~ ` " ° ~ ~ " L~La~= ~ I~' NAG P300
q . . o I2 5LOPE R2.1 MAX j5'--~ MiN. ~PRt~ Cite ~ TC! S1F?cM,~,~ BANK
~ 1° ~ T 2' 6' s ~ ~ ~ ~j ~ c Gk~TTER o ~ a H h t RJH L ~ $ ~ ~u~ ~ 5 AUt . ~ ,~,r,T F
s~ ~ a - . Sa 3D VALLEY TYPE F VALLEY TYPE GUTTER
~ ® n • . d. 1Q f ,Xt,.I, ~ 9ETr,~_-!"r4" CCt1,,.T"?UCRCtN Jt?tNTS.
a~tl ~ ~ 1Q MAC,: !JRA DLT.y~.E. ~ Cd~f~ySf„UCTtON JOINTS W ,g Ofd MACF,~NE POUR.. ENERGYEXTEND TO
~ SECTION 8--6 W , ~ ~ ~ ' ~ FOR RAMPS AT ASPHALT rD ASPHALT STREET TYPE DRIVEWAYS 2. 1 EXPANSION JC7PAiT E4+ERY 9CJ". DtSSIPATOR , DAYLIGHT
g ~ m ~ ~ ~ OI?' PRIVATE STR££T lI£ IN, SHEET z OF z sHEEr ~ OF ~ ! n ~_:..;-.r. ~G700 PS CONCRETE MINIMUM, 4 SLUMP MAXdMUM. ?'t ~ _ ~i-it~1'~i~ 1 ~F ,2 CONC LEVEL
CITY OF RAC.EIGH CITY OF RALEIGH GTY Of SPREADER FOOTING CF7Y ~F F~ALEIGhf CUNC LEVEL
4, LlOUIC3 MEMBRANE CURING COMPOUND SHAt.t MEET n CENTRAL ENGINEERING DEPARTMENT GENTRAL ENGINEERfNG DEPARTMENT CENTRAL ENGIN ~ ~ THE QUiREMENTS of SECTION t~~s-z OF NCDOT CENTRAL ENCPNE£RlNG o£P~~r~~Nr SPREADER L1P O}C ~LCON ARY ~ -•~.;~~T,. LEVEL SPREADER IN~.ET CNANN~a.--~- LF~VEL S~'READER 'READER
Sl~lS pAT~ 7 00 tM+91M1 B~ ~ REVt REt~SIt~JS oA~: r/3f06 oltA~a er STAh'CARDS SPECIFlCATIoDNS FOR ROADS AND RE~SIDNS I7ArE; ~ Et?tSiONNS a~r~; r!s/oo ~a er. ~ r ~ LINE W~ NON-4~01~N FILTER FABRIC 4 CONCRET" LRP _ ~ ;~~GE PIPE _ AND G A~ 'A' T ?E LIP
DRIVIMWAY SIDEWALK ACCESS STRUCi"URES. AND RAMPS CUf~B L (3 ~ S ONE, ~ THK. 3 D{SCI•~A~t~.. STRIP AND 3~ l R a;~~ ~'TGN .,AYE , ~ J E a kRGi_:. STRIP 57 STONE OVER
SIDEWALK DETAIL TYPICAL LOCATION 5. ALL CONSTFr'UCTION J(3iNTS SHALL E~;" FtI.LED NTH JOINT FILLER AND SEALER IN ,dCCt~r"~DANCE GUTTERS `;t~z;A~l PER~ANL~~ NON--V~OVEP 01 DI. ~ 2GE GRiFICL 3, o NUN-WOVEN
STD.# 20.01 STI?.~ 20.11 I~?TH NCDOT ROADWAY STANDARD GwTA1L S45.pt, S ~tl ~y .~"°°+'~q SE>n: CHART FOR S(~,E _ ~ FA6F;lC BRIC j
id2' EXPANS117N s ~ A - DO'N`r_LS ~ 5' O.G. a ~ » -S ® 5' U.C.
VARIABi,~ VAR1ABtE S.~e JpINT NUT 'T ~IXt~D ~aT To Excem , ta:r lQ i3 a ! 4 PERF. HPDE UNDER DRAlN ~ (SU L FILTER SOCK} PP Y
STORE I,~ANHOLE
I \ ,L V L.. YY P"1 I l..l i'~ P"t ,U ~ J 9S -4' 15`-4` e ~ 9i 8-O" 3°4' mod, b'-O" 4' B 0" 3'4' Ind. 6'-O` S1~,lYALK ~
l G r,ti " lf2" E~PANSI[SN ? 16~ k
- - CAB _ ,L "~,y, / JaINT CONCRETE
au~~r axr; cuTrFR ~ T' STRNOARO STAhR1ARp JC~NT I U LEVEL SPREADER FC'""P"~Y LEVEL SI'~: ~ -1r"" ~ 'CHANNEL
GL i CURB CllR6 \ LINE W NON-WC if ~ i ~w""ER FABRIC' L1NE N 0 ,i.l_ ~:LIER FABRIC 0
~ +2Sx SECTION "C-C" EXISTING DOUBLE ACCESS RAMP ~ AND CLASS ~A' STGNE, 6" THK. AND CLAS" 'A' 3" ST E " THK. ON,6 ~
~ .Y16~ FACE DF CUR PROPOSED 10` 12 i" ~~IV 6'Y
r,Zi PAVEMENT +2.O8X AA -7-7--,._.....__.._...._. nn _ _~..._..n~ic~~_ C~l'TIC1K! Rr.-R I R~l~l CPR~"~1"1CR r) FP
~ *1~4.8~ -2.08 -4~_"-~,- CCU °`~,,~-w°,," ~~,r' ~ u ~ v~ i v t r u ~ a.,. v~ t_ ¢ r e D i v t_. i~ 0°
curr>rR uN~ NTS
~ "ZS~ san~wr~x ~~-o° ~-a• reg. ~~-o° ~ s7~w~.~ 2'_p" 4'.,,0• 5'-0" S°-0" 5°-0" vaR ~ ~"'-6' G`_~• 2'-b* '-6" ~'_6"
C7 "°9 P.° °r+e J'^oa3"~4~Ir'~7•',z-a'-:r~:r~r.•-/~ ~ rp e s °n a° g~ P~F C1~9
~ MANNOL~: RING ~ANNOI.E RING AND COVER (TYP) AND CO~R ~TYP)
A CURB & GUTTER. SIDEWALK SECTION st~~:wauc r~~4ss ~a~ QJTTER ~,a~ ~ e c LEVEL SPREADER LENGTH VARIES
STAMAARD WRS R~1T Tll f ~1 d 2" k"ACE I~' Cldd~
ss~.u c~aa ~ .„„.,._.~sa~ can ~ can SECONDARY D#SCNARf 4 PIPE
~ S TIN VARIABLE 6'~D» ~,_0. ~,_0« EC 0 D ~t~ ~ to~tTTER
c:. PAV~,REN'f O~DTH SHQULbER ~a~° t~ ~ ~u~r~~ 1 1/~,,{ryJy~y~try, 3 {p~~ fin} Yn~(/~„~y~ry/ ....-,........,,..,~-....,...-..,.w. ....s,.......»......,w........e_.......a...,,-...w.~.. ~d YtA.'%1 3a~1 V. 4/.`L 'F3 D2 PRIf?~.I'Y DiSCNARGE 'i~=`,': .M---.~---~.
C~: WIDTH x~' cC A ~ ~ `°~C NE's HIGHEST P ~;IZ~ Ot DISCH RG ORIFICE ~ ADLiVE ORIFICE DI~+`~~ ~~LR
~ ~ ~~~'Y SIDEWALK PLA VEIW • -2.08 ~8% SECONDARY DISCNA GE ~ Dt F
14 , GRASS STRIP ~ ~3X a uz° I RT T 0.~, b NVE (SEE CHAR a rp°_
~ .,f 4~_ Wyk STORM MANHOLE ~ ~ `
° 5"-0" ,~5* rye 1~' ° ° a ° 12" s a M IC~° ( 1~' F,~~~~ Y .,I~,a~9r,~C~• SEC~DARY DISCHA GE t cr~r INVERT SEE CHAR a
zti° t~"t t"~' ~ e ~ ~ ~
h ? rqf i''~I LlJ a < ~~q~a _.._L,~.,., ^~~OP,f_~SC~w~.~~d FIL~.r~ Ft~FsREC F=_RF. NPDE u~~~wR DRAIN , , ~ ~ {SUrPLY kYf F1L!~~~;~ c~~~
S SHOULDER SECTION m~~•~, LEVEt. SPREADER F4REDAY ,AP„~ CLASS A (3) STO~1E, S THK. LINE ~ NON-'WOVEN F: „ ° =c ~ ~ ACT ~ C C ~AS~~J
~ i ~w SE%T:D'~ A-A Sir ~ 1f1~I B-J3 S~C1I~~'~ C~C AND CLASS' `A" (3°~ STC ` - . X64. e ~ 1
GJ ° y V ~,.,t N~TS
~ tF THE SLfJPE BETWEEN THE TOP OF CURB AND GUTTER CITY OF RAIEtGH ~ CITY OF RALEIGH QTY Ot ANC3 A POINT 3O FEET FROM THE CURB AND GUTTER t~NrR~. EN(~NEE'itfNG oE~ar7rM~vr fe£N1RAI. ENGlNfE"RING DE>~aRnbrEt~r ~ rtar'~ ~`NaNi NOl`ES: i r~1f~a f r;,, t ~ ~ ~ r,~r~~r~rar
EXCEEt~S 20~ THfs SCOPE CAN BE ADJtIST~D TC? A 1. iN ADDITION TO THE ASOlE CURS MAXfMUM OF 8.3,~~ t FT UP OR ~.97~ P 2 FT REVISIONS acre r/s/oo t~.taa sr. ~na ISOMETRIC VIEW RE4I5i(tNS anr~~ t/~/no ar: ,re t ~~9:_r~ ~ far ,
~ ~ ~ / r ) SECTION TRANSITION, THE GUTTER SLOPE ~ DOWN. gR(VEWAY SII)E`NALK T TI ~
GRADES RANiI 4 SHALL CONFORM TO N{~TE t vi ACCESS ~ RA OF STD. ~o.a~ ~ ~ MPS 2, TRANSITIIJN NOT TO t3E LOCATED VAE.I.EY~ ;aOL~ED ~U~CTER ~ .~_._..~...~,____~._~,___...._.,_..__k.,___._.__..,_.^____.__._ .
~ITHiN THE CURD RADIUS. ¢Ra~~~IC NoT To scab - # 20.E sT~, ~ 20.E ~ w~.:.~.. a 2i~.2 ~
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r- ~ END ~,~..NT GE ERAL C0~~3;RUCTId~d NOTES; ~ ~ - ~ Dads=
CONST RUCTic, r ~ PF~{~V STD. T !DE ~ 9. ALL CONSTRvt'.~(Cr#~ SHALL CC7fi~FG~R CURR~?~tT Cl OF [px '~j ~ ` " ~~G;! Rr~QLESVfLL.E, ~lAkF C~iP1~' ~Nq hd~`DL~7 ~;T~.~~pARO CtE~~ILS ANq SP ~R' T CITY OF RALEIGH, TOWN OF rETAIiS AND SPECIFICATIONS, 1 a
EMP ( D~- AF~Y ~ DA~RIC c~ A ES , i~J ~')I'. R}~~1 L. 11"1 ilM'Q4~~ri~~'I Y1H~L4 t~SQL.~l~yPf9~i't~ .Ca~~",s'?~!tl ~'i ~i~~~ 4}~J ~F~~J ~R47W A A. ld~? ah~_w,l_ r~;,.~.5~1v~1~~~~;da ~'r~ ,F~~'A~~%'.GS ~d t~L~P ON WAS PRONADED BY RICE AND 0 iU~iES_ NO RESP0NJc 3IUTY FOR ACCURACY r- ~
i ~ OF 130UNOARY T~P~?C~;~~t'H1' AP=;~~ "i~YSI+;,'A~ ~'M L 1 ";,T ~.C FC ~'CATUr,E,~~ ~ 3. ~,NY D!S'TU~P;4"~lu~ P~{JE~L '~61~?d 9~,~LD S~ ~tE~',~L~lRLa ~?L IS! VFE• FEATURES- ~4 w
PER~~IT EY ~~~KL' ~f1t~t`tiY IN;~~~~;~l~$Pd$ D~{';~F~iEPIT, 'C' ~ ~ ~0 4.~ ~ ~ ~1N~' Rb~,iJt~r~4 ~;~~3`~f~C~ ~fF~ `N~' w ~QLIRES W ISSUANCE A ACING 6
~ l... , ` ~ l , ,RUA~ l~~~d3 (r~~~t ,HE NEU " ~4 ~ ` <,}r ALL RC~kJ1PF f EP~I;;I~dC i~('; ~ I0 THE NEUSE RIVER F'<IP IAN BUFFER $ ~ o
~ v , ~ ~ 'i t~~.1 " 5. A6~'f CI~ST~JR~3AN~L' >~F ~90RF ? i~;~ ~3,'P~! mC ~F' ~ I ~ ~ C~ C ~ , L ~YDa 411 Cr r,~ ~ . ~ ~ .r , ~,,,,r" NATION ~iQ~ is i-°E~~9i~ 3'Y Ti-fi1 ~W ~R~u ~CIR~. Fr~CI^dLERS, VEi AADS K! L REQUIRE" ISSUANCE OF A Q~ a0 x N INNERS. ENGINEERS.-
~ ~~h, c~ 8. A CG~f~~1~~ t',~4 r~[11i~,~T~ LIST1~f~, ~iNd~ ~~dJ'~"t~;~.~) R"LEA„'~ ~y ~ ~ , ~ C,r';>; ` ~ ~ UPON r~FC!JCST Fd~t~{~ 7?~1 Irk ' , ! ,e~°' S ~ Iii. P!lEASE 14 DRAMING FILE ARE AVAILABLE rn
D ~ ~ \ ~ a Y r~ ~ ~ __.--...,..,m~"°---°----~' 7. T1tE ~~3N 1~trlC7t;F~ ~~i,~~.L Li~3~?tl~: U i`1~1~~~ @~~~f~#~ ~~3 P~ ~ _ ~C7~ ~ r ~ ~ ACTf'V11~E~. >a't~N i ACl' r~r c ~ .t ~~P . C1 , ~ V~6 ~ r'i'g w,,~ )REK)R TO COMMENCEMENT OF GRADING CQ cr, FOR FIELD LOCATION Or UNDERGROUND
C~~~ ~ - ~ ,k ..w.. r~' ~"r,~;.° w_, ~ ~r CONTRACT~IP BALI. RF:,P~?~S1RLE ~'O~d Fi~L1~ `~~(~I~'iC~~91~# P RIFICA71 f OF ALL. E)'STING UTILITIES. §
~ VALVE 11 ~ SSEM ~ ~ ~ y ~ SLY ` ..,v r, l=~ IF OiS~'f~[^r~A~ClE~ ,a,~F ~"~313€d[? ~61~'~is"~'cA4~`ff~~ S~i~.~.[. i~~~1~~ FPdGINEE& \v t^~ " "4 *ma.,q., Y r•. r.+..r....• t".L' lT l.,y~7 ~?~~}~ry,g{~~ ~~y y~Jjp~ piy y pye ~~7,qy dap { yip ,q3 {y S ~~L-r'~ ~.?Cl?.ligfH BCl{[3)!7 '111AIf~i'"'SJ!"""`PY~*g7 .`aC7fi1..L. ~I!'4{~~~I~ 101~FY ENGINEER IMMEDIATELY. g
' _ _ t,'CL ~ 10. ALC C~fI~F1~S?C~~ ~,Ul krtC ?J ~3r~~S OF CURS- I,1~? E
1~ r , " ~ ~ w,. , . ° „"d-~,,... ' " ~ ~1 ^'",~j ..-:{~~3 ~ 19, ~,_L , n.'J~~iF~~ ~[4 ~~~c SH,4~ 1. ~N ~CCQRUI~.E~~~; `a~~"6~# S~C11~ UNLESS ODIERWISE STATED PLANS 4CE `ffiTH SECTION DETAILS ON SHEET 2. 44
~ F ,ry ~ ~ ~ . , ~ ~ 2. E ~e Fi.,l~a~CkF . A~.~{{i!C ;~C'AC~S SHALL NOT EXCEEC `V, j .,,rr~~ ~ nt ~ F//,° ` ~`w., y ~ w' LAT~RA,. ~€t~~t ~t~ .ol(~F'~r~~.i; .~~#a~l~~. ~~v~ EXCFE(~ 2~. 1,/ 1.~. +y 'y~e `~~.fl ~~^^~~g~~ q ~ t. 4~1 w.i"_. .J r~ "~X i~. ~~i~~4. ~11J ~31i'~ 141~7L ~~~C.tl f~~i..l. f7r1\/~~~.~3 ~ T ALL NOT EXCEED 1/44 PER FOOT. THE 4 g4 a~
~ ~ .p ~t . ~ _ r i~ iii- , ..~i , h. J"q 9 ~ { - ....,"'...,"'.s^ 4 ~ ; "i " FII4l~-t~.. D J' a j F ~1~a".. 'k, t E'_ VATION E TOP CT AcPHALT OR r
~ ~t F~~.rl \s ? ~ ~ ~ ~ ~ ~ ~ r J' ~ ~ t 14. ;~Ll. ~,~i~91,At<'t' t~~i~rxa ~'r., . ~ , ~ ~ n ~L.~ ,tv.~ f 1~F .~Ri, ~ , i. ~ ~ . . ~ c~a~u7 A ~ . a„_. - t 1 f. IS A R 7 COMPUTED f RONI G , , C;,;
r ~ 9 r~ ~ Al 't ~,i~ f ~L ~ J _ B r uaNari-~. ~ i ~y rt`~ 1./. ~/~~~1~1~S yJ 4•~ JiE, E., ~-t~Y~YhY(}S :d~., Y4t..'~l ~+/~~~,~~III.}3.~+~ (LU 3R P t`4 , ~ 4 ..rr ~ s , ~ ALA Q FIN L ~ ' i1-~ C? .Ucl H TO FINAL PAVEMENT tR O OR AS u
1. J Ci ~ ~~~~V ~ 89..~W s. .>_~~i~ L~r~~~a,..r : ~~.;.ct~ ~,c ~iiis~l~~, s~.~~c ~ ~ ~ ~ ~ SI-CFI" OF 11% ON 4" LIKES AND 0,5% ON -
~ 1 ~ " d ~ M r > > ~ - C~ " . 8 €~Nt.a. CL.E,~P~i3~J~S .~.~~,,.i. Ear P-L.ACID ~t~' I~,(~R~J,~L~ A;1d~J A C1~'F ASSEMBLY AND GI,.EANt~U~'S ;r~ ~,',v r a,~_,a.' r; r ~ ~ ~ t `s ~ Ai.f. ~3~. A~RR.~~'F.J LC)A,D H~,~RfPdG ~ "ERVALS AND AT SEND POINTS. ALL OAD BEAR!NG -i-','~i=E.
C~a f ~ t: ~ 9i3. Ct~~S~Rllr~" ~,L ~le~ ~r ~~"~i~"~' ~ M ~ , t °r°r I'VE R. N GE SIX tIN"HE S ABOVE FINAL GRADE.
AL,K~ t~1 5'~ ~ - ~ 19. 1`I-f" C~~dT@'~?RC:'1'~}r~ la ;~~c~ S ern , ~ ; ~ ~ '0 .k'~,~~ Cpl S~.E ~ .1r. SLrt.NCs ~ 35f I,_ .~t~A s I Slt - ORAIISAG '0 ,-.L.L. STOR~A 4P MEASURES SHOWN WIEREGN SHALL. BE
,t d ~ ~ ~ r~ I1 1~,~+~i c nn?? wt67A-~t^^p-t~^y~ Inn bb ~~jj 11 ??k~~y 1, ~~vy ~7r7~~}CC ,~~y ~ ~ ~ ,j. ~ ~O. ~1,w, ~~''.ii\S~MI YYx'S l~fl Cv`r°~f TRCL NRL[.i1'Jm'1,~+\~,3 P~~IJ t?~~ i'~~CM1.n.dftiL~ $ _ ~t g r.;y CONSTRUCTF:+~ IN r';G~'t3R,~,aP~f~~ i*,'I~. fid.,,~Et~f~ r~Nl3 ..,,TY rj~ I~ALFiGF1
1 4 ~N 4 (L ~ ~ ~ ~ °ar~ h,~D DETAILS. TY OF RALEIGH STANDARD SPECIFICATION
AU. RE S OSTUf D ~aSTt~UC,lrP~, rdt~, I~DIi P 4. ~ i m ~ PLANTE[}, UAON CCfMPLETION ~ ~,~~aliV~ AC"P1fl"I?ES. el~F Itf~~L 3 A) l P40T INDIC,ATE0 TO BE PA` IED OR WSE REB L s FESCJE IN ACCORDk-4CE
~ ~ O Viq~ ~ ~ ; tai ~ VYITPi SE I71N lJ ~ °J ' r . i1 ~i: ~ _ ~ G iFQ L~. O,. I)r_,r~.~._ ,~I~EETS. ° ~ Mk'i5 G~ 22. COIVTRACTCP SN~~ G+t"AR t!;r~ GRUB F~d'~r~~ ~'/~J '~h11~ 1C0 r/W WITHIN 100' Of ALL INTERSL:077 VS, P%
/ "y - l O..a1 CPS ~ ~r 2~. TFiE Q1~4 E3AG~a~A, ~L~ IraT1~N FCC A, CU! pRAI~i~G R " i DRAINING 4 OR MORE ACRES DOES
j\]~ ~l ~ QVIDE ~5' _ C:~`. NOT OWERTOP THE RO,~~,d~AY. M ~ ~ , ~ 24, Ct~iTRACTOR IALL I,iARrC TI•IE kRf~l'~ JF THE ~IUE;3E RIPARIAN + o ~ !~~r:V L PPAC?~ ~ ~~~X ~ PROTETit~# FENCE IF THERE IS ANY Cf7~i"~T~~CUIIOi~ '~11f-iiP~ 50 FFEET JE1*3E RIPARIAN BUFFER WITH ORANGE TREE ~ I?T~ IN 50 FEET THE EDGE OF THE
~ ~ ~ ~ ~ ~ , r~ w ~_-__.•__..s.._._.w..... ` BUFFER. f ~ Iii ! (1- t . k 25. THERE ARE NO PROTECTED TRESS t~N THIS SATE. < II
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FlfH POIN STA = 12-38,0 2 1.,C1~d P~}1NT w> tt)~'`~` la~€ 1a1...~7 . ° (~~1.jpqyy~~1
~'VI S = 12+10.77 PVI ~ ~V = 397.24 ~.~.L U~.~,+. ",Z) "4"5 a' vy
A. ---7.27 ~ 3. PVI EL V - 373. Q2 ~ cn ~ ~ ~ _~U ~ ~ ~1
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5.50 VC a4~ ~ i ~ _...f3 p,~
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tf) tX.l ~j gg~ t~ ~ !fl ~ 6 ~~5., ~ r~ ~ ~ _ A,.Ca. x.76 50.00 VC I.2._ t~~~=a~ ~ + k 28.34 ~~.___~...e~.. V4 3'1 C'YJ .p
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t~ ~ -w~. ~ !Jt!!.,:_ `W 1 CLJ t ' a° _a~~ .J~J~ SJIt~ ''tr. 1~e t ~ s~` d f ~ lti~J~ Jd~ , y 3 _ • 21
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w ~ ~g n.. ~ / ~,,..r^ iuG+.9~ J3~J,U rti~Pg~~§W~IG •`~I~..a~ ~i~~a~ i w^' y .eI S7111 J ~D 'w 229.28 its :a1 80'45 45`,Y_L_ I' U. I
t.~ ~ ~4 ~ ~~,..~a~~.~' ~ __.___-____.W.... ---yp q~`y q :c .g ~ ~ (''S~.,.._].1~_,_7•_. µ7j} e~! r). `$,^,w~'~~ a r , ^w{~ r}f~ '312 '82"30 1'9 142,83
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• r YORANT ~ Cx y ~ s.~ 0.80 ~ „ ~ ~ y~~ ate` ~ gep~t ~+i~i ~t~~ ~~3? 2~}tJ ls,),~........~k?~~°~a$~ ~ ~~~~~E ~J3~i l~r *=s ~ aw. ,.nr. I.ra"" _~J 1~i .ar.,~e.e..+,,...,. e.. ~..s I,~i 52n ci°1t "7r`tt3 ~f1~ ~.w„~.,L ei~ rr`„rs6 ~,.......r.. G _t^ i5 ~ ~ P ryh~ ~iA~f~r r~4 r ~ 1 ~C}.7.3
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,/l1 ~d C / ~ ~ ~ LINE N ~ ~ ~ ATM C~ - i n I _ _9I1 ~8 28"E___ 9.37
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V W fJ~~! L9 60,76 ~ 7~ r. ....,~,.,...a~_m _ 50' X4.83 6C1'5 1 c a, ~1 46 ° X1.19 1' 36'03-E -42.30
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35" SECT®N (NTS)
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V t. ALL CpNSTRUCTiC~I SHALL CtiNFC~,'Id Tp ALL G~tT~RE,~IT CITY f~ RALEI~#, Tp`~d pF RQLESWILLE, WAKE C'.~,4NTY APdC ~dC'D~~T ST;~N13Ae~D CdETAILS AND ~''ECi~'6CATIONS. TO O
sa a as a THE TOPpC~AF'HY A,ND E34aJ' ^+>~A4~" 8HQ'a~a i"9rr~p~ C;^~k SAS 6~~C~iI~J£G' BY RICE AND ASSpCIATES. AIKEI~i ~hND YELLE A~S~}:I~?.TES, FA AaSUd~;;~ id{4 F~iS~~~~SiRIL1TY FAR ACCURAC ANS. ICE AND
NCR ~~AE...~ 1 4~ uERT. ~A~.~: 1 4 ~ t~f' BpUNDARY, T~OrCGEAPHY AcdD Ps-I'~S?L'A:..L` 1_C~~e'i~[~ e£A;'~3RES, F ACCURACY
3. ANY DISIURSANC£ pF ~dpRE 1"NA~t ?~,{dG~J ~ E~EGIJIP£~ 7H£ 15`~rUANCE A &~2ADtNG ~ PER~9IT BY THE MAKE C,pUNTY d;d~PEC11rJs~c> C:*P~x,PI~fEi~d~. F A GRADING
d 4. ANY RpAD~~AY CRGSSiNG 0R ENCRpACHI~EP! ~ I~dIC ~fi~§E ~dEIJSE ?iIVER R9PARiAN SUFFER 11 W1LL REC~JiRE ~°ERhIIT"i~~€; SY NC 13W4, 4R1AN BUFFER
~ ANY DI~~"u~i~A~c£ ~a~ ~~RE THAN D,1D Atr a~ ~ti~r~~,l~~~ ~~ui~~~ Is~~~AN~E pF A _f` NATICid WI;JE 39 PEK~dI"r R'~' Ti~E, US ARIdY CARP. L€: ~i~C;iPd££RS. SS4ANCE OF A
~ ~ > 6. A CC~4PLI;~ C'OC'f~UiPBATE (.iSTi~t N `R • " " €t1 ~ A D AUTpCAO Pf _C,nS~. , , URA~ING BILE r~RE AVAlLAI [l: UPt~1 REQUEST FRQM ~i-{!~ ~'Ifd~k. ~4 9_17 ARE AVAILABLE
~C © 7. THE CpNTRACTO~ SErIA~L LOCATE ALL UTiLCTIES PR1d~'t Tp Cp~l~£PdCE~E(~T t7 GRADING ~ ~ Q AC11V6TIES. CCh1TACT llL4Cp AT 1-r3D€1-s32-4949 FG?R FIELD LGGi~?3t~hd G~ U~i'3ERGRpUND O~ 7' GRADING J'N RGROUND
~ ~ UTiLI11ES. "i~.: ~ ~ ~ CONTRACT(;R SHALL BE RESP0~51~SLE ~"tit FfEL~~ V£~f~lCAT1Crd ~a~.f_ £XfST~dp "R Tt
~ IF DI.,.,RI:PANC,_5 A,~E Ft3UND CghlT~,~CTCfi SHALL PdCTIf=Y ~'NGfPJ~clr iM~££rf~tfFLY. ISTtN(; UTILITIES. TE.LY.
t~ ~ 9. ALL C~TTE.£~ SHt7~~ WITHIN Rii;MT-G~'-~~VAY SHALL .~"R~h.P311~,;€!~ ;,C" CU~~? AND GUTTED ~c U p ~ ~ C~ REFER TQ SEC7itJid 17cTAlL~ pN Sr+£L;T 2. 8 AND GUTTER.
41p 1~ ~ -F 1p. A~ plMENSiCI~S E~1C~4~ AR£ Tp BACK QF C!S~, ~.JhIL£S ~l`r}iE:F?~d15E S~tA~(? f?~! PISS .~M -~-w~.~. C~ ~1. ALL PAV£i+";7~'T ~J~~ SITE m~A+.l. ~3E IN FCt'C~'~`!ANCL ~i;i ~~'^TI±`df DETAILS ~d a41EET 2. ATEO ON PLANS. 5 SHEET 2.
~ ~ raj ~ ~ cv , ~ 12. THE S1.fE ~ HA~dE~ICAP " -~_if P,.;;~ SPACE.} ~'nAt~, ~`C" EX_7EU 1;r~4" PER F0t'}T. THE' ~ p..: zt ~ LATERAL SLpPE C~ SJ)£~~`~;~.K NfJT EnC,F r.%~ R E"u"?OT. THE E
~ ~ ~ ~ ~ ~ ~ Q~ ~ - _ ~ ~ ~ fi 13. UNLESS p71-iE~~~iJC NpTEO f,,_i_ PRt'~'QSEQ `~r''UT ELE~ATlONS ARE TAP pf A'HALT 47R ~ ~ ~ x FINISHED SURF~~C£, F ASPHALT
a ~ to w ~ ~ U~trdl~.~- ~~:z: t4. ALL SANITARY S£i~'CR SLt~PES AND PIF"E LE~~IGTHS ARE PUTEO FRpI~ CENTER OF 4 ~ t . i~ANH~I.E TO C£i'dT£R Cif ~iAN~dC;".~:. CENTER OF
~ ~ 1S. CODS"i~tiCT 41.1. wA~~l"lARY SL~tk:~2 itifANHpLES I'LtJS~I 0 FINAL PAYMENT GRADE tit A5 t~ t~ SHpWIJ l~ ~a~-PA,1~G~ AREAS. r GRADE AS
~ ~ ~ ~ ~ ao ~ ~ (Y' t ~ -w I'°n C`~r 16. SEWc~ LA'1~CRALS Tp HE ~i.A.C£Cl AT A MINP~hU~ SLCR`~ 1 pN AN LINES AND d3,5~ C IES AND 05%
ors ~ aw0 ~ ~ _ ~..__a._..._..__... _ ~..._._.__..~..a......._...._ ~.UW P 1NT ELEV 3~~~.~2 ~ 8" LINES. Cl.Er,PlpUTS SHALL RE Pi,ACE:D A1' S0' i~77Er7`~r-+.!~"~ AND AT BEND PAINTS. ALL G"~? CLEANOUTS IN PANED AREAS SFlA~„ £ APPRt~`~D LC~Af~ REARING TYPE. DINTS. ALL
~a ~ ~ ~ e,. ~ ~ ~ PVI S7"A 15.400 7. 9YATER S SHALL HAVL ~IINI~+MUM ~ p~ ~,~,1~,;, P"D tV ` `J i ~ ' ~ t ~ ~ 7I VE PV STA = 13~-~4.~1 1B. C0~8STR ACT A~1. EIRE HYDRANTS 'NTH BASE ~~A~dcim SIX 1€~G7a£S A80 FI~Ai. GRADE, tTi r~ ~ C„~ft~ I`' E~kCSTI G PAVEh~ENT 19. THE C(1t~TF~AC"I+~r"~, I a , ~ a~~ FINAL GRADE. "
m r _ ~ Q PVI E~,EV = 392.00 , ~ P~~ EI~EV = a~~.47 I~~ ~ C:~ ~ S RESPpNSIBLE F4~R 1NSU l~da~ S GS,Ti~+E _~,'~lP~AGE TU ALL STpRM c~ ~ ~ ~ STRUCTURES. ALL STORK! 1-4 Aft
~ U to OC ~ w- U) ~ ~ ~ A.1). --1.83 e-- U3 A.p. = ~.~4 20. ALL STpRM VdATER C0N7Rt2! ~EA5ltRE5 ANfd Rb~P ~1EASURES SHDWN HEREpN SHALL B~ coo ,1~ r--" C(~dSTRUCTED IN ACCQRDANCL ~'t1~ hdCOLNI~ AID t;1TY QF RALEPGH STANDARD aPECIF9CATlpI s REON SHALL BE
~ 14 ~ ~ u°r II r;. ~ _ ~ K - 7..72 K ~(7,b0 . ~C7 AND DETA{LS. ~ u} ~C ~ 21. SEED ALL AR A 11J6?E~F i~ " d , +k D SPECIFICATION
~ ~ rn csi Q c~ i -a 5 0.0 VC ~ E S DIS D BY CpNSTI1JC Cad, Ahp UT _fdCfCATEO Tp Ri. PA!dED pR ~ ~ Ez~'~'~' • ~ PLANTED, URpN PLET1pN CF GRADING ACTT ~ITdES. U~ H ~f3Lr 3 FESCUE Iii ACCpRDANCE -M-------"` 26;x,12 V(, ~ , I~:°~~ ~J t~7 , BE PAVED OR IN ACCORDANCE
~ ~ a7 cti ~ C» c~v h ~i ° ' ~ c~ WITH SE£6iNG .,~,HE£1ULE ~ DETh„L SHEETS. ~ i ,o , ~ 1 I 22. CpNTRACTt9R SHALL CLEAR AN[l GRUB ENTERF RJR W?T411~ d~ ~d~' ALL Ida'"~:RS£CT1t~N. INS ERSECTIONS.
ri cv u~ + f~ cv ~ 40t3 - as ~ o ~ ~m.,~ 5, t~t "~.W,~.,, 23. THE Q1f~? BACKWATER ELEYA11t?i~ Ft~ ALL CUL'~"(~75 Dh~.l>*di~C ~ t7P hSORE ACRES DpE~ -_k~~y<.. ~ ~(jQ NQT pVERTt~ THE RpADWAY. RE ACRE$ DOES
~ ~ ~ mug ~ c~u~ uJ ~ ~•?J 2t~ 2~. CpNTRACT~t SHALL ~1ARK THE LIMSTS 43F '!'HE NUESE RIF'ARl4N AU£~ER WITH t3RANGE TI tC~ i.<~ F- r~ PROTETIpN FENCE IF THERE iS ANY CO~dSTEtCUTIpN WITHIN 5'U FEET pF THE EDGE pF THE 'NTH ORANGE TREE DGE OF THE
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r~1 u~1 ~ t 25, THERE ARE N0 PROTECTED TRESS pN THIS SITE,
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\ / e ~ _ . ~3.t}C ~ , i °.t. 03 t~7n1 ~1 ,2 i "Ci9` ,~3kVJ 139.66 ~ L15 20.81 P~OC;`CS'42"~! --~---:-r-___.~. ~ _..o , ` ~ ~ _'w.____.. ` C1~ 131,7a 7~0.~1t~i 1~W°~~? 4~,3 ,__~?F ~3~'~6°~~~~~ X31.50 )'Vl 139.66
n ~ / ~ ~ s; . Lt6 x9.90 NOO 18 14~ W"M"~. ,N ~x~ C _3,GU CO11C ~ ~ - ~ 1 f ~ ~ i ~TI 75 1 L17 2i1.5; i rr.~~,~"" ~~43 „_1;~,,;_~i ~^,_.75 142.75 c
~ ~ s Y' ~ ~ h4.,~,u ai9 514.71) 73ri.1J13. ~ ~ ~~a T~ r; P _ ,4T 4~l c'1 , r6'1~+ 4~ x 5J4,1~3
W~ . ~ as ~ ~ ~ ~ - 2~19.~9 ~~t1.C10~ 4(1~"?~ 53 1139.3 „ , ` ~ .t.~y L1~ 1~E,u1 ~146'~~'41 ~1~ /`>q y;~A fy . i.~_....^__ ~sr~~_f 4~9 f .~f35,~15 ~ 'Y tsd.t .~V"i'. 41~ _..e~'~ r yY.. p peal I~/.~~~•• "r~ ~ 205.45 358.63
(~-1 W Q.94 CFS © ro" ~ G PR£~WIpE 30 ,r ~ ry p ..~7 i(;~. , F" T i~ .J~p°I) J~w~~~ 41,34 a df 41.34
,ri'~ I.~VFL St'R~AnER ~ f 1,.~'`~ . s% , C23 ~ 175.F°,5_ ;~5f7~0~4f3"1~ ~Jw ~1.~1~1 ~ 7 ~ ~ • " x _.____v~ a~i 172,24 L22 51.45 ~}'~~^~^~10 ~ C2~r 1~5,~3 z5~.~i'`~ nm ; ~:~w r~~g 2 p _ aaJ1 S~J 5D.11J(._~a49~5(}"+~ _ 152.56 A' 172.24 )"w 152.56 0
tis ~ (^f~` ~GJ °~.~t i~f~47 v~ G lyd,~Y +J4+J.L4 U111}.~W Z},~"l.~y'P a~~ ,..~Cat^ ~r ~7 f„. 7+~1 r]" .~i,? y e .1~V L24 1V " p _ Gi ff 4~~„-i._~._ r5',J t~ ~g4i~J iC. i.. J~l~l.~~J x ~ 892 N30'0125 E C26 185.63 FC`O,~ q ~:.,p"i v~ r
e ,w~ j,/ w ~ . ^'q rt ~ - : ~~C. ~ ~ 1. 4J 93-`~~ ~ a C ~`~a._~a154,d9 y ' 1.2,5 67.14 Na711317 E ry e+~ fi --P, ~ , p _ 4 , ~ J ~~3 . S ~k11 7r 9 1. ~ r t, 1848,
' S , L26 280.12 N043411 E ~ p,, C26~_....'......3.~~..~.~'~~5__;_~~~' 13'49 r.l 3"Ci3_5G_°'~: S.L~ M ~1 'k Pi 4"-18.22
q Gt9- .~3„17 i3C.CC5 14°~1.'w"57 16.5~t ~a~r9"5717"x` ,a.~.41' ~J - ._..._.M~~ C30 148.7' 1 2 ' _ ; ~ ~ 5 ,80 J., ~sr 1~s 3C,~5 i~~13a ~l3'.37"E ~ 142,97 W 33.41
/ QO pl _ , , fir, r a C31 101.67 152.84 3L1`07"20~i~ 52.80 ~;?4}`35'~r"'~' 99.80 w_ 7"F 142.97 t: 99.80
j l~ 4' S!' c~ ~ C32 199.03 325.00 :r5"05'13 2 ~4 P122'O6.~b°'E 195.93 ~9 y l ;
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3 V~dt'BUUa'A LLI~YGRt:T~ CONCRETE ~ LO c) B ASE COURSE ~o N
R11~ A D ~ ~ ~ AGGREGATE SASE CpURS G 50' ~5' 7. ' ~ ' 2 I/2' _ ~ CGMPACTED SUB GRADE ~ ~J ~S ~ ~ ~ ~ ABC SUB GRADE
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~ ~ ~ ~ u._ J TYPICAL F~~J~LIC STREET -1 65 < La < P
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i GENERAL Ct~ISTRUCTION NOTES;
390 i 1. ALL STTtUC'tON SHALL C~'~FORI~ TO ALL CURREPdT CITY OF RALEIGH, TOWN OF E;~:I~TIN ROLESI~LLE, V~A.44~ ~QUNT'~ ANri P4v~~t~; ST,~NDARq D~:TR?L5 AND SPECIFICATIE)NS.
2. TE°'E TOPu~GR~1F"'~'Y 41dD BGUNy~aaY `3HC1~? ;-4LRL C`d P[~t21~gEq BY RICE ANq tt ;GUS%'1.,,, _ , ASSQClA1`La. AIKl~N /a~iC MLLE A;xiA?7_,5, F',~ H~U~4E5 NO ~ESPt'k15161LITY FOR ACCURACY
~ ~~e~v : 374. ~ 35.1 85 _ OF BOUNDAPY, 1'OPfICRAi~HY AIdC7 PHYSlCA~L`r' I,UCATLD FFATUi~ES. 3. x:41 CI~Ti1PUA?~It;E CAF ~,$CR~ T~#AN 12,.Cf7ra S~= REQUIRES THE (SSUANG'E A GRADING 374.1 ,
A.Q. = --2.6~ _2.84 ~7 PEIIMIT lTY THE w'~~~!{1~ CCUN i~f ;h~~~~,CTIt~?~`> DEi~+A~'~ENT. 4, APdY ~dCl>Ai)~';~w ~;~U55iNG GR ~Z'dC~tO~Ci~~RLNT INTO THE NEUSE RIVER RIPARIAN BUFFER
K T 3~,#6 35.16 ~ r~ W#LL RFQCh;E~ ~~~I~lT11lV(3 ~iY NC L~~Q. 5. AP~Y 4ll~SIi74~6A€~C°L 177' ~IGftE TNAIa Q.14~ AC OF" WETLANDS `ALL REQUIRE ISSUAtdCE OF A
~ ~ 300.OC' VC a VC ~ ~ NATIC~d `~4~k ,~:.d PFR~t1" 8Y THE US A€~P"4°i' CORP. OF ENGINEERS. _ S. A C,O~A~G,~"tL tj~pF~(,)1NA.TE USTING A~!" A
O UTOCAD RELEASE 14 gRAWING FILE ARE AVAILABLE vi c~~ UPON REQUF51' ~JM Ifs FtFtM. f ~
I ~ ~ ~ 7. TI<!L. CC?Ni~ACTGi~ SHALL LOCATE ALL UTILITIES P1+TOR TO MENCEMENT OF GRADING ~ ~a ~ ~ ACTI`dI11F.5, CONTAd,'~ UL AT 1-800-6324949 FOR FIELD LOCATION OF UNDERGROU~q
~ gp'~ 'n,s~ I - ~ I ~ ~ ~ UTlll`ll~;c, ~ ~i ~ B. CONTRACTOR 5~~.1.1 €TE F;E~FE~GNSlU~ FO~i FiE1[d VERIFICATI~IN OF ALL EXiST1NG UTILITIES. e
1 ~ + r~ IF E~SCREPANCi~S ~1~C i=G7JNC7 ~C~,"d"(~;3~CTC~ SHALL NQT1F~' E~'Gi'~EER IIAMEg1A'~trY. ~ ~ ~rar. 9. AI,1. GUTTEt1 ~"iG~J i~;N RIGHT~OF-WAY fi " SHALL BE STA d1IARD 30 CURB AND GUTTER.
u~r ~ ~ 360 , ~ ~ a' ~ (~'~}'¢;.~M~;.~ :°r"? ~ , a,' ~ E=~,~y I~E~EN TO SE;=TIGN C7r~TAiL~ UN S~I~T 2, r,s ~ ~ hR~~9,;,CJN., ~ w 10. ALL a! ~ << ~'fIC°r`r~X At~E TO BACK OF CURB, UNLESS 0THEFt'~5E STATED C!N PLANS. w*
aau~`" - ~~z:~` 11. ALL PAVFA4Lh1~ SITS i~Al~. ~ IN ACCI`~DAN ~ a~i"~i~- a~ CE MATH SECTIOI gETA1L5 ON SHEET 2. `f. ? i2. THE SLOPF: sF -+fi,Np9CAP PARKING SPACES SHALL NOT EXCEED 1/4p PER FOOT. THE
~s, 6r/.- ~ 7461 ~~•:rs LATERAL SLOE C~ ~'t~F'~ALK SHALL. NOT EXCEED 2~
13. UNLESS OTi-I~Pt~15F NOTEq ALL PROPOSED SPOT ELEVATION S ARE T(~ OF ASPHALT OR _ FIN65HE0 SUIT€°i~CE. pp
~riu~co"~ wa ~i :~~Y' J 14. ALL SAN11'Ar"~.Y SEt~ aL.Of'L ~ ANq PIPE LENGTHS ARE COMPUTEq FRS CEN MANHOd.,E TO U~N~` C~ 6~AN!' TER OF'
i ~''a"' ~ ~ ' / ~ ~ ~ 7~~ ~ ,lz r~ ~ ~,.r~ ~__C~ Mai ~CMtt .7 ;r / R > Ga P ~ ,PVC 15. Gt'7~STI~LIr,T a~ t. SI~~,;T7",r'~ ~AIVHOLES ~,.USH TO FINAL PAVEMENT t~tApE OR A5
~ ~ ,d~,r- - = (Lpi - ' 7~,~~,- a 1€3. ~EV~~;~ a.~,f1~rMa TO <~L PL,k:rz~D AT A MINIMUM S~t':PE OF t~ pN 4" UNE5 AND 0.5~ ON ' ~ 6° Ur1E5. CLEAivc~; i S SHALL BE PLACEq AT INTERU415 ANq AT BEND POINTS, ALL
1 ~ ~ s I CLEA~IOUTS lid r A'~`tU AREAS SHALL BE APPROVEq LOA1} BARING T`t'PE. € E i7. WATER 4~~~iNS MALI. HAVE A MINIMUM 3' ~ COVLR.
• l 18. C(~+ISTRI!C'~ ALL FIRE H~'gRANTS 'STN BASE FLAN{ X INCHES A ROVE FINAL G~AgE.
i ty I _i~ i A;~1~ g~ 19. THE CgNTI$ACTgR tS RfSE~~?hl~uL'c Ft1Ft INSURING P0511fiVE gRAINAGE TO ALI, 5TC~P~ t 11 STRUCTURES.
`ir, C'.~~"'~ ` ' 2Q. ALL Si0RM WATER CON7T2t7L ~lEASUPIES ANq BMP MEA5URES SHOV~ri HEREON Sh1ALL ~ BE ! CONSTR"~CTFI~ its' AC~l~tCANC. ~~1'~f NCDENR ANq CITY f7F RALEIGH STANDARD SPECIFICATION Ea.
~ ~ ^~n ~ LqW POINT STA 39+08.67 ~ ~ ~ s' ~ • ANq q ~ a :u' 21. SE:EE7 ~L AP1.~~ CI~T1J~Ec:D BY CONSTRUCTION, ANC N01 INDICATED TO BE PAVEq OR M1. 'R
rz P'~ STA = 9+05.9 ~ ~ , • & r a~'1~~= ~ ~ PLANTED, !~P(7N CC~IdI'I_cTlGid OF GRADING ACTIVITIES. UCE REBEL 3 ~`ESCUE IN ACCORDANCE "~i ~flTb# S~f~(~bi1C SCHE~3Ll~,E th~9 DETAIL SHEETS.
PVI Ef.EV ~ 3~fi.68 ~ - 7 ~~.f t Irk / t"" rn A. D, 3.96 ! C,Q ~ 22. CONTRACTOR SHALL GI.EAR AN ' ~ " a 0 GRUB ENTIRE R/'W N1THlN 100 OF ALL IPdTERSECTI0N5, 23. THE Q100 BACKWATER ELEVATION F(~2 ALL, CULVERTS gRAINiNG 4 MORE ACRES DOES
~ ~ W,.,~ uam 2.00 ',f91^v W ~ ~ NOT OVERTt~ THE ROADWAY.
X79 62 VC 24. Ct~TRACTOR SHALL MARK 'fHE LIMITS TH N E UESE RIPARIAN BUFFER WITH ORANGE TREE PP$OTETIt~I FENCE €E THERE 15 ANY CONSTRCUTIG~'V '~1T'r1141 5t) FEET OF THE EDGE OF THE
~ ~r-o~ _ ua 8 / BUFFER. ---._---m..,__.._ 25. THERE ARE NO PROTECTED TRE55 QN THIS SITE.
_ ~ I a o ,
~ ~ ~ c~v o r~ ~ ~ , ~ _
> tt? ~ ~ ~ ~ -F ~ 3fiU~. w....._._r______._.._~._._._,_.. b
~ ~ tii 3S,Uf'f . ~ ~ ~ ~ z~ ~ {n a 0.59 ~ ~
~ 360 ~ ' i kP
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YC~ :II p> [C u~ ~ , f~i L PER { N T STANDARDS NCDOT STANgARD 6
~ `r. W'' ex i,, W tti ~ ~ ~ S _......_m.._~__.v...,, t
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»,~'a I I u x z f C> / a I TW 348.00
1 t9l
cyl) 35. Of f 66 350
--T J `•M I I x 1 Sin. RCP
Il 171 I K YSTOIVE RETAINING FALL KEYSTONE RETAINING WALL
Cl1 . PVC / EXIS NG GROUND B OTHERS BY 0 ERS
C- 0- ' C> 340 _..._m.. ,
-1
GEOTECH FABRI 1 (OTECN FABRIC
~r Cy) ~ PER MANUFACTURER PER MANUFACTURER BW 324.90 SPECIFICATIONS SPECIFICATIONS BW 335.30
z / C7 fh I f f r
Vat/) 2E > _ I a"
340 t ` v
4-J \ ~5 / c TIE INT EXISTING 12" 330
C) WATER INE TO RE FIELD , n pVG at VERiEIE BY CONTRACIDR 25' x10' CONSPAN ARCH
~x BY OTHERS
I , MEEK BED INV 324.90 j b . r p ; e , d . r. ' INV 3 25.30
l f k
1 i { i
t~ 74-LF, 25' SPAN X 10 RISE CQNSPA BRIDGE r 0,+ 00 0+50 1+00 , ;+50
cn SYSTEM / 5 HEADWALL and WINGWALL c 330 Krnumv TONS: 8.0' WIDE o X . VIRGINIA WATER DRIVE WESTERN CROSSING A n
SHE ~ ET 6 FOR TOP OF F NDATIQN ELEVATIONS cv CROSS SECTION A-A DETAIL SCALE: V: 1"=6.67' H: 1"=20'
,f- a h
w T f 1- .
c.a r {
n _ . +°Yt µ s - t1
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to 40+00 39+00
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GENERAL CONS"1RUCT10F~ NOTE;~a STORM.ORAINA~ OE5!(~11'AE6.`~: k ~ 1 ! p / i 1
1. ALL CONSTRU'`T10N SHALL CONFORM T; t JRRENI` GlTY OF RALEIGH, TOWN OF ~ ~ .,'54~~ d ~
P1PE SEC410N ~ A G4dASS 0 C ~ c4s c1s PIPE 1. RIM US 05 51.(#'E V 1 bread 0 use n TYPE ROLESVILLE, WAS ~°OUNTY ANU NCDOT ST fjf C ""°fAILS AND "I' ' ".CAT10N5. AR AR B m~ 5118 TOTAL I E1.EV INV INV s ~ 2. THE TOPOGR `r' sY AND BOUNDARY SHOW i ~ '3N WAS P~?fl4'"~_D Y RICE AND FRS! Ta b t0 EA EA SU ~ A550GlA . A1K~_,a3 IO YELLE ASSfl:lATES iUfi~ES NO RESPONSlEdlLiTY FORA URA 'Y ~ ~ ~ r , i' ~ I r 3 Ml / r
TES CC G 1 0.46 0,46 x,22 x.24 O.aO 0.61 13,7 1.5E 1.5E 429 3]5.75 372.50 , ;104,75 6,03 13.42 5,39 6.11 15 x.43125 R{2' OF BOUNDARY, Tfl^~~~~''"A~1'HY ANC3 ` ' ~:A't~,b FEATURES, ACY ~ ~ , r ~ ~ i, E ~ i ~ r rTM"°"" ~a r
3. AMY D!S"NRL MORE 1. 12. ' ~ .QU1RE5 THE ISSUANCE OF A GRAD}NG t~ 0.73 0.73 0,47 0,56 t1.~ 0.45 12,6 1,84 4.04 21 373,55 370.; 4~a,16 0,52 3.94 5.56 10,43 45 4.0125 RCP PERi~IT BY THE ' '~~'.!MTY INSPECTIC: ~ 'A ...:NT. ~ ~ ~ . ~ ~ 1, r~.C,. f ' ~ ~ ~ ~ ~ 3 d + ~ v'1 u a. a
5~H~5 0.20 f.a4 0.15 012 a.~ 0.66 426 1.01 2.85 373.55 370.06 360.75 2.60 9.82 5.56 9.09 15 O.a325 RCP 4, ANY ROADW + > a C~ EN"w-O~~r~ !"1T INTO 'I~IE MEUSE RIVER RIPARIAN BUFFER WILL REQUIRE P1 ~ s UY ?dC Gk''<i;~, R ~ ~ ~ ,r ~ i,~ _A. ~-°1 gear r:.":
HW F1'N 1 46.4E 4&.11. 5EE C~,CULATIt~f5 59.32 59.32 75 369.0} 363.E 6.67 47,44 7.22 N ~ 4 x 6 O.Of25 CON5P6tN g, ANY 015TUR(3Ar1C;~ 61~JRE THA"! 0.10 AC OF WETEAI;,)S W6LL REQUIRE ISSUANCE OF A A a z ~ ~ ~ f ~ Pte, ~ t ~ f........ _ I h` r f
1 NAT10N FLOE 39 P~:RAFi"¢ BY THE US ARMY C1~f~P Off' FN( '°EF'a. ( t~1~9 O.a$ 0.014 O,a7 a.ot a.oa 0,05 5 0.50 0.50 35 3}.75 387,50 397.32 0.5 3:92 .22 6.39 45 O.Of25 RCP 0, A COMPLETE C DINATE LISTING AND AUTOCA() fit~.L. 14 C1RAW'sNG FIi.E ARE AVAILABLE LADLE ~ ~ P ~ ~ ` i ~ ' ~ r `;i ` f f
CB~9 5~H~10 0.09 0.~7 a.tTB 0.04 0.00 0.85 5 4.57 1.~ 4f 390.75 385.23 391.45. 9.92 17.22 7,22 4,89 35 0.0325 R~ UPON REQUEST FRgM THIS FIRM. 7. THE CONTRACTOR SFlALl. LOCATE ALL UTIL!"~i~°:~ PRIO'R 'ia~ COMMENCEMENT Gr GRA1}ING C0~4f CA~12 0.35 0.35 0.19 0,46 D.IX4 0.65 5 4,65 1,65 35 306,05 383.4a 303.22 x.51 3,92 7.22 10.02 15 0.0125 R(2' ~ ~ N1"ACT ULOCO AT 1-k30D-°932 F R FI AT1 N ~ , ~~a° {'R , s j ~ r ~ t~tiz, o k ~ lOt PN8 J
1 1 AC 1fl E5. Cfl O ELD LOC O O t ~ _ t.R,~ OUND CH~12 5MH~13 0,91 f.28 4.40 0.54 O,tHi x.59 5 3.05 5.49 42 ,65 303.42 370.35 11,4a 0,46 7.22 0,81 5 0.0125 C4' UTiLiT1ES. ~ ~ f ~ rv~ J. f ~ i r y ` ~ I A 'S w { } ~ a - d ~ t I -mot
~ 8. CONTRACTOF S'~1AI_I. BE RF.SPONSlBLE FED ~=.:;"1_D '~,'ERIFICATION OF" ~.lL EK15'CiNG UT1LITlES. f24f8 f`H1~ ~ x.25 41x25 0.~ a.17 4,x4 0.53 5 a.~ 0,96 94 395.Oa 390.76 309.93 4.99 5.35 7.22 7.40 15 0.0125 RCP i ~ , I ! fES. ~ yew, i r
f 1 135 394,t~ <83 380.64 0.08 5.14 '1.22 9.76 15 4.0125 RCP !F D{SCREPANCIE F c ! JUND CONTRACTOR SH wL : GT1FY ENGINEER 1'1?iATELY. CR19 C11~20 0.33 0,58 x,07 0.26 4.~ 0.44 5 ,05 2a 9 s. ALL GUTTER ,~'Pt[ ',~1TNiN RIGHT-OF-WAY `;'BALL BE STANDA~;D ,-LL,_ ,_'URB AND GUTTER. CB~2o C8~21 x,10 c3.76 ao7 a.4a o.f~t o.57 5 0.72 273 35 392.79 38ffi.54 300. g7 0.54 3. ; 7.22 12.17 15 ?3,1;7.5 RCP REFER TO SECT1 ~ ON SHEET 2. x ~ - ~ - - , ~ t 4 i _ , R ~ TIw ; ~ _ _ ~ti. ~ ~ ~ ~ V. t d ~ p { I i : r J r t } ,i 4"~ bra
CB 1 _ C.6 ?2 x.34 1.07 Q25 0,4~ 0.{~l 0.02 5 1.92 d.55 82 392,79 x.27 .:0.;s2 2.12 ` 7,22 11,24 15 u.C12~i Rte 10. ALL D1M~.N; !ARE TO I~AC~t OF ~ ~?I3~ UNLESS sr!THER~~;:E STATED N PLANS. ~ ~ I R vat i ~ ~ ~ ~ . 'ryu" fi~~ Ali i P~ ~ 4i
22 _ G13 23 4,09 4.15 O.t>6 0.02 a.a0 fl.70 5 t3,~4 4.99 142 390.92 396 4%~ ~~82.e4 2.69 9.'e 7.22 11,44 15 13,0125 RCP 11. ALL PAVEAdL T ' l~E SHALE. BE (N AC F ~ .E WiTN ~ ,CT1ON DETAILS ON SHEET 2. ~ ~ 12. TH 5l. PE OF ; ~ P PARKIN., `sPACEE~ ~~?~fALL NOT EXC~IfrO 1 F'ER FO T. THE . a r ti ~ g ~ ~
SMH .24 0.34 4.49 020 0.94 a,4U .69 5 1.89 6,60 135 387,E 382.50^ X73.75 6.40 13,'2 7.22 10.54 35 t~0325 R4~' E O ~ O ~ 23 _ LATERAL 51.flF'E flF Si;."~ ~•,I.'~ SHALL "lir~; EYCEL1o 2~~ ~ . A. , CSR ~ t ~ ~ t
1 14 ,47 ,4~ 4.73 5 1,10 1,10 35 395,45 392.20 392.42 0.51 3..%' 1 7.22 9.62 15 O.oi25 RCP 43. UNl.E55 OTHER4~E'_ ~ ~i~~!> , ~(.~'O;~EO SPOT ELEVATi01~~ ARE TC~P rJF~ ASPHALT OR ( ~3~34 0.24 0.2 0, a 0 . G"B t~3 31 0.10 0.39 0,14 0.04 O.aO 4.00 5 X1.03 2..13 57 395.45 39f.92 393.25 1.17 S.Ci 7,22 9.46 15 ~:,t~1;.?5 RCP F'1NISHED SURF'Ai ~ 1~, ALL SANIT' ~"'i°=t ; .~~i.U+~ES AN[3 PIPE LENGTHS ARE CtN~~Pt17ED FRfl~i f~EN`fER O~ ~ ..w~ x. tr 1 n i
t23 f CO 32 0.03 0.42 i~00 x.03 0.~3 0.37 5 0.07 2.21 195 394,5;1 391.15 974.09 8.77 16.39 7 <`2 6,57 15 0.125 RCP A T r : t;~ M~~:'~HO . ~ M NHOLE O LE .....a ...w t _ ti~
. 4~f~32 5MN~33 0,34 0,76 0.24 0.10 4.00 x.76 5 ~ 1,09 4,x9 422 377.3.3 ~~3~9F 370.45 2,t39 9.29 7.~2 40,20 15 .0.0425 R(~' 15. CONSTRUCT ~°i ARY SEWER MANF "LES FLUSH TO FINAL PAkFMENT GRADE A~, ~ ~ ~ ~ SHOWN IN NOM- 'A. ~ ~„d'~ - , r ~ ~ _.r t
4~5~35 CB36 0.41 0.41 0.09 4,32 0.00 0.44 40,6 t.a7 3,47 35 392.57 X89.32 389.Ob ,~.5; 5.23 5.91 7.65 15 0.1,125 RCP 16. SEWER LATFR,' LAC1=P AT `Mta+:1 '-'.c1PE OF ON a" Eir~ES ANI~ U.S~ CN t~E C8 37 4.19 0.61 D.A4 0.15 O~d~ q,44 10,6 0.54 3.57 f96 39.15 r?.9fi 391.25 4.11 11.( 5,91 0,57 15 0.~?25 CP p a,;: - t .,~:e ~ 6 LI<<~S~ Ci.E,`, ~ ~ .A r ~ ES ANC? AT E3END PANTS. ALE A U 4 ~ ~ i a
~ 7 i.i ~C ~;;P .~fi~ ~ C0~37 C6~37~ 0.24 x.84 0.05 0.10 0.~ q.4~ 10,6 0.62 220 27 x,441 ~i.1a ~t.02 x.50 3,8. 5.91 1 ,.2 15 CLE,~,~~.,is 1i~ ~_ARiNG . , t`
.,,u~~. ~ 17. ~aA1L ,Ai d~~37A 518 420 4.1.2 0.93. 4.15 O.~D O.fiO 10.6 0.97 3.17 57 ~4.4a ~0~~ ~r5 0.01 4.93 5,91 1L,5 15 ~~i , _~s_ n ~ _ ~ 18. ~GO~15T4UC4 ~ ~ sit' _ , 1`~~ FINAL G,;, 3E. r r ~ ~ ~ , ' , ~ ~ ~ ~ f ~ ~ ; ~ ~
~ ~ 5 0x22 0,22 0.22 0,40 O.~l 0.95 5 1.50 1.5a 128 387,5!) ;~~o ` 911.34 10.10 17. ? 7.22 5.53 15 O,c>'1 ~ ° R ~ ' r ~ ~ ~ X39 _._....1. 19. T1 E CONTR C y 1 ~ ~ ' , ~ ; ~ , _ , _ ~ ~ . . a 4
~ 42 3 A,f9 0.19 X0.12 0:47 O.Cia x,71 16.2 0.68 0.~ 27,~~.~i x,33 d ~`~.20 0.50 3~~ 5.43 7.23 15 ~'.01.1~T R~ STRUGTURE5. ~ ~_~-M.... ZQ. AI_L STG~M 'h', PCIN a r=;°: L HL C0~43 t~ x.49 x.60 Q~Zt 0.20 O:t~ 0.50 16,2 4,42 2,44 211 364.9.1? 3g{} iaT r .x5'3 55 5.t~1 11.°73 5.03 7.17 15 O.C~ ~ R(~ COMSTh~ JCTEC3 Ir 7A~ . ~ ' A.'filt7N + ,.-mow-.. ~ Y.~ ap ~ u~ a . C'/G, ~ ~ W
Gl 4A 4.62 2.30 0~ 4.67 0.66 4.38 16.2 3.tp 5.21 48 .oU 375.,E ' X9.59 ,a. ~ ~ . ~ 0~ 4E.-3~~ a.a3 5,55 is a.Ur'~ R{~' AN13 CE1',i;.~. , I ~.__.a.._ _ ,..r~ / lviJ ~ I b Fr ~ s° k u f ~ ,
C8 4, .66 0.35 1.01 a.aa 0.47 16.2 324 6.40 139 379.95 31.19.45 ~~5I.i0 1.69 ~ 7,1`x' , ~f'; .14,76 15 RCP 21, ~L~4 ALL a ea _ ° .r ,~DIGATC:(~ T~ a~ ~ ~5 36 3 ,ter . ' ~ ~ ~ ~ ~rr.. ~r=~~ ,.rr 'Ei;~ PLANTED, UPON Cf.}MPLETI'~y ~ ~ L 3 FEwiCUF iN ACCT. , _ CS~45 SMH6 4.67 4,33 .0.36. 0,34 0.~ 0.65 16,2 Z~.4 f0,64 150 371,~G 357,E ,152,59 a,~~ ~ 1~..,a ~ ,,,D,~ ~i.v,-~ 15 0.,,,b.~ RCP . ~ wti w t i. ~ F a.. l.' n a-,,; yy 1
4~TW SEEDING SCHEDULE ~ _~___y 5,~1H~4fi F~5~47 0.40 4.33 0.00 0.00 4.t~1 0.65 16.2 0.40 10.6E 16 361.50.352.59 .352.50 O.C~O a ;_~(!.S ~W.c~.~ 45 O.a125 RCP 22. CONTRACTOR SHALL ~~.L;.:. „ ~,~~~~1 3': )G' G€ ALL. IN~~'~~ ~,;,It,~,.~. y~ t ~ 4 y ~n C L t .yh. t frr { NS, w-_. 4 i, ~ C E M...
._~_e 23. THE Q1 CIQ BAt;K~ATER E?.~.VAT1C''' . ALL ' ~LVERTS I '1','.C 4 CR MORE OQE:S C6~~ 09#49 0. 0.40 0.44 0,25 0.~ 0.53 ~ 1.53 1.53 35 304.27 381.40 X0,82 0.51 3 ~ 7.22 9.74 15 O.C ?5 N T RT P TNE~ ROr~.';31~AY. OE:~ w~ ~ ~ r ~ , f~ , w . . r i f ~ ~ - ,n f ~ ~ , ~ ~ II ,4 rt d °t U~~ ~:d
0.7 5 3.~ 01 114 384.27 380.72 374.34 5.61 12a:~ 7.22 7>92 15 0.~ 125 - ~ Y O OvE O ~„P--~ C4~4g CI~~50 0,24 ~>64 0.16 O.bB 4.4Q 3 24. CONTRACTOR s~Ai... HARK THE L8M9T5 e?F THE NUESL RI,'~,r~lAN BUFFER ~41TH ORANGE TREE " ? I ~ v' f . TREE i ' M s~ 1 ;:.7
CB ~1H~54 Q36 f.~? 4.19 0.17 O,t~ 0.65 5 1,67 4.40 467 377.55 374.20 35'5.75 41.05 48,17 7.22 0.21 95 O.C115 R~' PROTE"f10N FENCE IF i5 ANY CONSTRCUTION °~THiN 50 FEET OF THE EDGE OF THE - BUFFER. X183 ~~54 0.~ x,64- 0.26 41,37 4}~ 0.57 5 2.52 2.62 35 X215 378.90 379.72 0,51 3~_ + 71~ 1L92 t5 G`~?5 RCP 2~. THERE ARE NO PRwa~ECTEU TRESS CN THIS SITE. ',l i
44 CR 55 0,24 0.~ 0.14 x.10 O.f~ 0,69 ~ 5 f .Za 3.02 442 382.15 3762 377.90 0,51 3 ,2~ 11:4.77 f5 ~.v~+ RCP ~ - ~ ~ i } ~ ,~5 . , s
C."8 5 C9 56 ~a.03 0.91 0.02 O.af 0.~ 0.70 5 0,17.3.99 329 381.50 374.62 X6.65 6,16 13 ~~~1 1 , x.77 15 ' r 7:5 i RCP ~ ' ~r5 I~ f+a~,+,:,mr.,, a -d r' ,E,,,.,.. ~;r e, y . s i ,,-...:.o, ' r' ,
~ S~1H 7 4.29 3.20 O.f7 O.f3 O.d~ 4.67 5 4.44 5.40 132 ~9,~ 359,60 343.75 12.E f8 v~4 ~,32~ 0,66 15 O.G'?~;~~~~ RCP „ ~ 9 C9 0 0.66 0<66 0.32 0,35 O.t~ 0.64 '3 2,92 2.92 35 371.85 3fr9.60 X0.42 4.51 3.92 i,~2 12.42 15 O.C~125 RCP ,f r` a,r'" ~ . , l f f - k ~ , ~ v u ~d ~Ff i r,i 1 I t~1' r~'.'l,Vp`~~i.,. ,.fi " ~ !~5 PJ e r ! I Jul l~~I 9aM. ~I.,, r
~ z _ e C8 1 ~ ~ 0 Q X42 O.t10 0.(10}} 0,69 5 0,97 3.89 107 374,85 3632 ~0,5'J 1,29 14,76 1.22 8,41 f5 0.4125 Rs,~' _ , I ~ r"' ~ 0 ~ 0.2 ~ ,~.~a..~"' ~ ~t,rl ~t q_4 ~ ce)
(~4A {fit 0:50 0,58 0.26 0.33 O.Op 0.58 5 246 6.35 35 363.75 ~a,40 3b0.21 0,51 3.92 7.22 16.62 15 C1r0~25 RCP ~ ' 1 1 4 t td~ ~~P ° ' . , vs' ~ _ ~ } ~ E o , ~ `w . ~ , z
(211 ~IH 1B 0.1~ f,52 O.t~ 0.02 O,t~ aJ9 5 0.4,1 6.04 77 363.15 354.97 5.7~ 200 0.9 7,22 9.45 5 O,C:~.S ; ; ns i~ i~2 (~3 0.23 4023 (k06 0.17 0,00 0.47 5 x.80 x.84 35f,20 347.95 347.77 0,54 3.92_ 7.?2 7,03 35 O.~J1w~ ~~;P f a., ~ ~ ~ u ~ ~ w~~~ - ~ ~ J: , , LAI e~
~ ` ~H 4 4.28 ~ 0.52 .0.44 4,14 4.(~3 0.63 5 1.20 2{~ 75 351,24 343,44 .334.45 12C~ 48.94 ~f.2? 6,~ 15 0.0~2:i RCP 1 t 1,.s y 1.,- ~ ,t f X J J ya ~ 'i M _ C1 w < uI < r
r_ C9 6 ~4H 7 `0.24 0.13 0.43 O,t~ 0.t~ 0.70.5 f.a4 1.04 f74 375.64 371,10 'x.16 9,74 47.f~ 7.2x] x,85 15 O.Gt?.~ RCP ~ . A :...w.~..,,w, t u ; z. jl, r ~ - ~;1 „ s , _ I r ~ ' ' ` J
(~~69 ca~14 0.55 0.55 4.16 0.39 4.00 0.49 5 1.96 3.96 27 38.4.60 4 ~ 6,a 1 0.52 3.94 7.22 10,67 15 0.0125 Rt'~ w. N. ' a n a I , v j 1 i e i w.. : ~ k
~~7Q 4~ i x.32 0.07 4.17 0,15 0.~ 0,64 5 1,4'1 3,43 146 389.60 ~ i? ~3~.30 0.50 3.x:7 7.22 13.26 45 0.0125 Rf2' / 1 I to C9 1 0.19 0.49 O.fl4 0,14 fl.QO 0.45 5 O.C~ a.6o 21 309.75 3$5.52 - ~ 1 A: ~ ~ t S pp~
~ _ 585.3E 0.51 3.. ~ 7.22 6.89 t5 O.a125 RCP t~ 71 ~H ,44 1,47 O,a3 0.00 x.101 0.46 5 4.37 4.40 389.75 35`,,28 381.5a 6,47 19,c~s~ 7.22 9.x1 15 Qo125 R(~ ~ . ~r`._ ~ 0 _ ~ ..M..,.. ~ ~ t Y, _ . F ~ e n yP'~. any..
Sh1H ZA ~1H 20 o,oa 1.17 o.ao O,Oa a,0a 0.45 5 Q.(kl 4.40 67 385.75 37103 370.00 f2.i~ 18.r;,~ .7.22. 8.02 15 0,0425 RC'P ~ ~ r ? , V ~ z ~ .r .w . v ~ t / ~ ~ r .
5MH~12B 5MH 3 O.Oa 1,17 0.1~ 0.00 0.00 0.48 5 0.t~3 4.40 70 374,25 361,54 353,34 12,00 1$,u4 7,22 8.03 95 0.0325 Rid' _ . H~ 74 HN 4.77 24.77 5EE GALCUlAl14~iS 56.57 56.57 73 314.97 360.17 3.~ 18.22 25,97 42 0,0125 R42' ' 4--~ - ~ ~ ~ r
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~ i s ~ :t R ~ ' , i I ~ ! ' ~ ~ ~ . ~ ` CONSTRUCTION SEQUENCE FOR #NSTAILATION OF PIPE AC' ~ , w ION OF PIPE ACROSS CREEKS
1 ' t ~ • T t. UPON RECfEP`C 0~" TFf~ ORADfNG PERMIT, INSTAf,I. R00! . IT, INSTALL ROCK CHECK IMAM UP
8 ~ ' ~ - , ~<r ~ STREAM OF TWE PIPE CROSNG TO DAM UP CREEK F1 , , n`. SHAIL PUMP Ex1STING CREEK FL01Y AROUND CONSTRU W UP CREEK FLOWS. CONTRACTOR ZOUND CONSTRUCTION AREA.
' i' . 1 ~ ~ ~ d 1 1 ~ ~ ~ M p., ; ~ . , , ~ ; ~i P. 2, fNSTALL ALf. SLIT FENCE AND TREE PROTECTION FENCI ~ , .~R e M ~ t~TH CONSTRUCTION SEQUENCE FOUND WARE ON. tOTECTION FENCE IN ACCORDANCE HERE ON.
! ~ . , k " ~ 3~ REMOVE ALL VEGETATIOfid AND TOPSOfL F,fl~l THE AFF ' ~ ~ F -M14! THE A` rECTED AREAS.
t 't, . - ~ a. 3 ~ ~ - I ! .r' ~ ~ i to ` ~ ~ G ~ ` ~1 'S7 > ` ~ ~ t i_ i ~ , ~ ~ ~ - _ ~ ~ 1 .ems ~ A. REMOVE AND REPLACE AIL UNS~IffTAfiL a JfJrRADE h9l . ~ ~ ~ OfRECTEO RY NC P~ SSf0{VAL O TECi~t~ft.;Al. ENOI~ q .,fr A f ,:1PGRA0E MATERIAL AS iL"t;HNICAL. ENGINEER.
~3 ° 1 ~ ~ 'l ` ~ S, INSTAII P1PE AS ~:CfF1Fi ON PLANS IN AL~C~[~ANC - ~ ~ RAIEIGH STAND,~RCav ~,Ie~ S~ECfFICATl(1d~S. 1:'I ACCORDANCE WITH CITY OF , S»
. ~ ? , i ~ 6y . ~ ~ ~ UPON COMPLETIC~'~d C:F 1~~,EI PfPE fNSTALLATlC~ OCiN ~ ~ e ,t ~ Lb',TICN BE IH ADDING FILL.
~ , ~ , ~ ~ . ~ S~ ~ S ~ ~ i' ~t ~ ~ w f ~ ~ ~ i ' MATERIAL AS f~i~{~~a Ohd THE APPROVED CONSTRUCTIf r . ~ - r , s. 7. SEED AND STAR~fI1ZF SLt91'ES AND SHOUIDERS UPON 1 ° - , ED CONSTRUCTIO14 DRAWINGS. 3ULDERS UPON COMPLETION OF
~ (iii;. RAP I`~~lr',~7QR CHART FART}i K ACTIVITIES ADJACEfdT TO THC STREA~9. ~ ' , P ~ COMPf~ETE THE fNSTALLATION O~ All OTT-IER fMPROVEI ~ , ft,, StrUCt~arw No. l.xb~;cC Stone Size THE STREAM. DTHER IMPROVEMENTS DIPICTED
1 a f 1~~ I _ rte' 1 / ~ z ~ 1 t 1 ~ 1 ` ~ ~ r ~ r ~ s ~ ON THE, APPROVED CONSTRUCTION ORA~INGS, ~ ~ ' ~ ~ ~ ~ ~ ~ FMS 47 ~ x4 x12 6 NWINt a.
~ ~ ~ ~ 4 t~~ V~ x ~ wa 1 ,.,.a, ~ i . 1 ~ ~ ! . ~ ,.~a? ~ .r;• : PER N1'~CtT DIS1PATgR CHART ~ t
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~.e..._, ~ , ~ ST~UCTUR~ Q~1'° F~C'~ SIZE (W x L.) MET?~~ ~ FOR t~,IANTlF11NG TN EXP(~T ~ +:wsir~~*i1TAI~fIN13U5~
~ ~ ~ r a,,. +rn _ i ' Ct ~ero-^ i ~ l.' ~ .i / 1 ~ . _~t~.. ~ 1 ~ ,i ~ V st%~ , ~ , . , ..w i ~ ~ ! ~ i ~ , , .a ~ ~ - ~ DEVEL~MENTS OMHEN F001`PRfNTS t~' ~ ~ '~,~'~~CEZ'alCUa SURFAC,i rA n ww ,nw..». .w4 ...Y 5I D!-'171At,/` NDUS'1RIAL f COW! IERCIAL : IPOU S SURFACES A, ,,E - ti , rN
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• sue,„ I ~ ~ ~ ~ d f ~ b , 0a51 0 ~ TYPE of LAND coven ~Te TN ExPf~T TP ~.a~~. a SMN 10 0.15 E5 7' x 15` A coE~. eY V EXPORT TN EXPORT TN EXPORT
~ ~ f ~ i ti ~ y 4,,~'~' (oa~as~) (Ibjoajyr) COEFF. BY LAND USE FROM SITE b /ce/yr) (Ibs/~r) Obs/oc fyr)
~ , ~ f. ~ to , ' j ~ 8 ~ i r 1 . ~ ~ i ; ~ ~ ~ fir.. ~ ~ ~ 1 ~ ` ~ d t Y'.. ~h'' p ~p \ r *~...e h ,~£,F, 6MH 13 0,76 CF 7 x 35 ~ ~ ~ P+~rmoh~tl n undisturbed ~ ~ ~ ~ , r ~ .open aaae ,.c . ..;nrr+own meadow) 0.6 9.59
i 3 wm r 9 ~ 1 gg ~ r ~ ~ ~ i 14 ~ 5'~ k ~"q ~ r ~ ~ ~ t ~ ~ l ~ r ~ Perma~~~t~:, .~~~1 mano ed 1.2 46.16
~ , ~ ~ ~ m r SMH 0.7 ~ X 38,R~ i.2 op , lr~nd~otrplny, etc.)
~ ~ 4 ,¢,b r ~ ~ t a ~ ~ r r ~ ~ ~ ~ ~ to ~ ~ ~ ~ ` "t ~ 9 ~ ~ ; ~ 5MH 0 5~ 0~'S 7 x 15 1m emo~ ~%~rtac~ss t,-c,a~s arkln ' '@ ,f , ~ !cats, dri~waJ<, roor';~, posred s#ora a t5,~1 2t.2 f, w SM~f~~O 0.21 OFD 7' x 15° ~ 21.2 330.93
~ ~ ~ ~ a , s ~k ~ _ n ~ ~ ~ ~ , pp~ ti ~ r t ~ ~ d. ( f ~ ~ iii. _ .4 1 .mot a 4 ~ ~ F ~ n 4 p r i ( areas, ;eta.) . ~ ~ ; Tatal 7D.C1'7 , .0
r ~ ~ ~ ~ ~ SM6.1 " `~7 0.75 OFS . ~ ~,e * Avera~ . . ' { X ~
i ~ ,,.w _ ~ : e far Sit® ~w jo rsdua#ions) o ~ .~.w,~„„ . ' SMH 618 0.9 CFA ? x ~0 . 5.52 0
f _ ~ ~ ~ / 1, p ~ ~ /p ` s f 4 ~ Average #ar Si#e t;w j redua#i0Ci8) . , 7 x 15 ~ . . ~ SMl164 0,29 CES 5.52
~ w~ I 1'r' ~ Nc ~+e#land Rsetoro#lon Fund Po ent , ' _ SMN~67 0,1~ GES 7 x 15 r ~ ~ (5.55•-3.6)x 30 x 70.07 $44,396
. ~ . ~ ~ p SM~i 7~ ~ X NOTE;; PAYMENT TO NC ~TLAND RESTQRATION FUND VtAS i~w.DE F~ THE DEVELOPMENT TW THE 1S~xUANCE OF PHASe 1 GRADING PERR~«IT. > MADE FOR THE ENITRE PERMIT.
.yJ ~ i C "cur` r! « f 'fir, Wp, 6 ~ i ~ - ~ ~ ~ _ flU3?'^ ~ ~ t t f __,..m._ m.. SEE SNEET ,~4 F~ AQI~ITIONAL ' . ~ w. ex.. LEVEL ~PREApER DETAILS -1
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