20050612 Ver 3_Site Plan_20090310

WE TERN BL D
w
Pub is
Sewer Collection /Extension System
PROJECT SITE p~ ~ The City of Rdeigh consents to the connection and extension of the City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Citys Public Utilities Handbook.
City of Rdeigh
Public Utilities Department Permit ~
0 Authorization to Construct
0 Date
o° MELBO R RD ,~y ~F R q ~F
w ~
C
Public
Water Distribution / ",,Extension System
The City of Raleigh consents to the ::connection and extension. of the
City's public water system as shown ~!on this plan. The material and Construction methods used for this project shall conform to the
O~ standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit ~
Q~ ` 9~'(, ~O~ FS>ABlI SXED \t91 .,FMS o~ ~y C ARO~ Authorzation to Construct
Date
Public
U1ILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY
CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL 8E
VICINITY MAP ~ SO INSTALLED UNLESS A A CHANGE IS !AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO ®E RECORDED PRIOR TO FINAL ACCEPTANCE.
N. T. S.
® City o g SIGNATURES: CHIEF (ENGINEER
PUBLIC UTILITIES
TRAFFlC ENGINEER
~ / CONSERVATION ENGINEER
1-.
. Plans Prepared Byo
SHEET LISTING
N0. TITEE
COUER
2 NOTES9 LEGEND. & ABBREVIATIONS
3 EXISTING CONDITIONS

De~nrerry~ RA I\/ 4 PHASE I - GRADING9 EROSION CONTROL
Dewberry & Davis, Inc.
AND DEMOLITION PLAN
2301 REXWOODS DRIVE C L
SUITE 200
RALEIGH, NC 27607-3366 5 PHASE II -MAINTENANCE OF TRAFFIC PLAN
PHONE: [phone]
FAX: [phone] PHASE I -SITE PLAN
.~4 ~ ~
7 PNRSE II - DE~OEITION PERK
8 PNRSE II -SITE PERK GRADING
PUBLIC IMPROVEMENT QUANTITIES 9 PNRSE II -UTILITY PERK
~A~~~%,, 10-14 DETAILS
~~~~ZN'CARp iii PHASE NUMBER 1 & 2 `moo?• s~'s NUMBER OF LOTS 0 FOR P.~1~91 OPEN SPACE NO ,sue
LY 15 MAINTENANCE OF TRAFFIC PORN DETAILS
.
NUMBER OF OPEN SPACE LOTS 0 : ~ . .•'o?~ ' ~ 16 STRIJCTURRE DETAILS .o~
PUBLIC WATER (LF) 90 qE NP~~~\/I
I7 PROFI ES
J. R U S ELL A L L E PUBLIC SEWER (LF) 240~i~~ I o~
ruauk, a i rstt i 250
MANAGER PUBLIC SIDEWALK (LF) p 1°1 CHARLES MEEKER
w MAR 1 0 2009 MAYOR

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m A n ~ Dewberry & Davis, Inc. ti 2 O ~ ~ ~ D ~ ~ 2301 REXWOODS DRNE
O Z UJ n r ~ SUITE 200 2 O O `I Rl O O RALEIGH, NC 276073366 v PUBLIC ~ORKS RLIC WORKS
O D D ~ • V O ~ ~ IL„ D PHONE: 919,661.9939
(n r D -c NOTES, LEGNED, & ABBREVIATIONS FAX: [phone] r
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ZO;~E 2 wIF~~BI~N BI~F~FBF - , SEE INSET ! ,,,t ~8~ ~ ~ ~ . ~ FOR CONT UA ~ I t ~ u J ~~~''n
, ~ ~ ~ ; ~ tat / m al , ~ 0 409. ~4 ~ /
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J ~ _ a, ~ 7 r J~ 'y~ C. ~ ~ _ a.®_ - - _ _ ..r,F ! ~ NOTES ` r
~ ° o . ~ 1~ { 1 ~l ~ ~ ~ ~ 40.9:5,0 d ~ r , , ~ ~ ~ r ~ \ ~ / 1. WATE~t VALVE LOCATED AT THE INTERSECTION OF ! ~ Z
d..4 .68 ~ ~ q ~ ; 0 409.27 ~ ~ r ~ / ~ r ~ ~ti b ~ ~ ~ 0 409.15 , ~ ~ ~ 409.' ~ ?~Q ' ~ 0 409.39` ? ' 09.1 1`~~ o~ ~ ~ . ---.A - ~ o. ~ l ~ e'r t L ~ ~ A q~~ . ~ 'V I RAV,~NWOOD D~IVE~(~ND MELBOURNE: ROAD IS I O
~ a ~ 409.8 1 ~ o < ~ f r Y~~ ~ ~ ~ . ~ / ~ / 4620 f ~ ~ ~ J ~ \ ~ N33'29'32"E AN 16,49' FROM WATER METER
. ° 1 ~ Q ~ . ~ . ~ 408.92 ; 40$! 6 ~ ~ ~ ,C~~, % ~ ~ 4 ~ ~ o ' 8.73 t ~ ~ / ~ , ~ ~s i'`~ ~l ~ ~ LOCATED AT 9O4~RAVE~IWOOD DRIVE (LOT 9). t ~ O t
. ~ / 0 09. 5-, ti 40~:~0~-~,. 49.02 ~ r! ; ~-~.T-4 , ' t ~ ,
, ` p 1 408.7 ~ ~ r ~ 4 ~ 9.12 ~ ~ o -r ~ ~ A ~ G° ti,, . r 409.38 , "~'vc r r . ~ ~ t ~ ~ 2. % MANHOLE LOCATED S35'O$'10°E AND 236.92' FROM ~ ~ ~ ~ WHICH ' S LOCyATED IN THE MIDDLE OFj ~ ~
0 409.54 4 ` - .1-~a~',n ; r 1 I l , ` t~ ~ MANHOLE 60, ~ ~ v, v~ ~ ~ ~ RAVENWOOD DRIVE. ! ! U C7
i • I tl ..w e>e t ~ Y f ~ ~ 408.96 ~ ~ ~ \ ` ~ tip" ; Z
,~td ~ ~..%~.~i..JC_I t ( ~.XiSTiN~MAlLt3UR,'~ ~f" \ f ~ a ~ 409.29 ~ , ~ / ~vv v ~ v, \ v ~ bl is ! ~
f is l 1 ,t ' ~ ~ l ~ : vvv ti ~ ~ ~ ' ; ~ ~ '"`v Sewer Collection t1 Extension System ! ~ X
~ , ~ ~ - 0 408.59 ' • ~ ~ ~ ~ , i rl~ f ~ 1 408.95 4 8.85 1 ~ ~ / j~ `y, \ ~ i ` 1~ ~ 11 The Cky of Ralel~ consents to the connecti~ and extenelon of the !
p~° ~ ~ \ \\\t \ ~ ~ ~ \ Cky~e puhik sewer eyetam ae own ai this plan. The material and titi ~ ~ t~ ` Conetnictlon methods used far~ie pro t ahail conform to the ! V,,
~f"t~ ~~1.7~a ~"U~~" ti ~ I i ~ 1. ~ V~ ~~,,!~3I1f~ L.1(..:~ 1 'ti ~ f ( 1 ~ , l ,,a, .1 ~ ~ r ~ ~ . - . 1 ~ i` J r 1 ` '~~~\\1S ~ t ` ~ etand~ds and epeckkwtione of ,the ff~t~Publtc UtNltbe Handbook.
~ ~ 1 I ~ 10 F'tn~ ~ , ( ~ / i ~
y r ~ s ~ ~ _r ~ ~ rr ~ ~ ~qq. ~ ~ ~ ~ PuWtc UtRktee ent Pernik \
~ti,~~~. ~ ~ ( ~ f f r ;t ~ ~ : - ~ t 408.80 i } ~ ti4~ ~ i 4~ ~utl~arkation to Cenatru¢t ` ~ 1
/ l _ II ~ ~ .I I ~ l ~ ~ 409.21 r ~ ~ _ 1 t ~ r 1 I ~ p~ !~a` p I 1 s 408 6 ~ ~ ~ ~ ~ ~ PUBLIC ~ % L ti ~ ~ ~ \ .i
, 2 I \ I ( /'~nI \ i I V ',~ry V ! ~ `:I \ \ i ,may"' r ~ ( ,r ~......f'. 0 408.29 ~ E 4 8.44 / ~f i'' ,;v.~. i UlI~uyTY~INSTALLATIp~SAND O7HER PUSLIC F ~I~~INCUIDING \ ~ O r `1 \ Fl ~uIDEW SAND HANgIC {RAttPS ARE TO 8E SiRUC1ED ON ?r 1 ~ ~ e___ - ti ~ ~ AS SPEgFl ~
r i !i 408.88 r 4 8.930 409:1 ~ - - , EDt9~ S~HE qiY COQ. 1H FAGLIiIES,FtAVE;BEEN\ <1 ,T~r~~~ t O ~ ~DY 1HE pMOF~tAIEiGH AND SHALL BE" INSi'ALLID UNF~SS`~, i ~ ~
408. / c ~ f ( , ~ 408.79 B~SC~wac~~~ bi}~1 ~ , ; t / ~ ~ ~ ( o . , l . ~ 1 ~A~K# Is AuntD~~, r wfarltaf APPROVU. uc sArnT ~ Water Qstribution / Extensid System I ~Si}i1t1 SEWER EH15 ARE Tb~~ ECDRDED PRIDR TG FIItAL ACCEPTANCE \ T-
/ ~ ~ / r ~ 8.37 0 4 7.86 , ~ l t ~ ~ f I .40885 j o 4.9.59 l J ~ 7 i ~ r~~~ E 0 5~~ ~ ° ~ ` `1 ( The q~r of RalelgA,con~nte to the aonnectlort and`pxtensian of the i V ~ ~ ~ ~ ~~A'~~ ~ ~ ~ tie public water e~tam ae down on thla plan. Ttlp {notarial and ~ C
~ll qtYy~~o Ral~pl h l~ ~ t~ ~ ~ + on methods qqwd for thle pro fall conforrh to the ",ti ~ ~ gtIEF E~pNE~Rt ~ etagdarde~and apeelRcationa of the CkPublk: UtlGttee,~tandbaok.
0-409.57 i I r e~;~ fr ~ ~ / I ( ~ c J r l r _ , ,1~ t ,.0.407. `4 ~ _ ~ ~ ( {1 ~ ' i j 1 ~ r°'S t ll \ ~ ~ Pu~c u~un ° ~ ' f or Rma~h j4 j
i€V V. 's~'rd~~.r. ~ n~.,,_.~VI~I 1 ('C~I~~>~I\i~~ I.JUI~C~~li~ 4 r/ j / ~ ~ rt j l 1 , : ~ ~r i 6 ~ ~ ~ ~ ~ ~ ~ '~~V ~ ~ ~ ~ r bl~ u the tenant Pannk ~ 4
_ 1" E~C~' , ~ ~~~.b~~~~~~~•~~~~ a~ 0408.26 i , ~ 1 ~ ~t ~t~ ~c EHaN~t, t, , ; A~u~a~an o ~t ~ l"~ '^Qy_
j` ~ r o ~ ' ~ ~ h \ r C~ISFRVAiIGN ENGIN \ ' ~ ~ ~ ~ \ 1 , ` 1
/ 408.40 r 1 ~ $ i ~ ~ ~ ~ r t f~ . ~ r ~ t r ~ ~Y ~ ~ t
i~....!'~--' 409.51 l ~ ~ ~ ~ ~ a. 1 ~ t` a ~ i' 1 ~ r 1....,~-- ~ t t I~ t p ~ cry j ~ E 811E ~U~ ~ E(~ ~ ' \ ~ ~ o ~ ~ \v ~ ~ ~ ~ °w DATE: MAY~O7
~ 408.30 f ~ r' ~ i \ i ~ ~~'s v ~ ~
~ ~ ~;;'~~~~:;~4~~82~4~~.~.~~~.. I 409.10 % ~ t j ~ ~ \ 7 ~t - ~y ~p DRAWN BY.' AHALES
' ~ , 1 , ` t t
% ~ 407.57 , ,1 ~ ~ 409.p9 , ~ ; a r I m ~ i ~ '~`v ~ R~~' ~ ~ 1 G ~ ~ CHECKED BY: ~1LL ~`,t~, ~ 1 ~ ~ l \ i V^ ~ ~ a
< ~ ~ a~~.408., 3 ~ ~ 9' 1~ 0 ~ 08.88 ~ 1~ _ ~ f C~ 0 ~l ;f ~ 408.80 ~ ~ 3 ~ , ~ \ f ,4 . s, ~ ~ ~ { r 4 8:41 ~ ~ n. \ a ~ tit 1 C t (S ~ ~ 4 ~ REVfSI01~S
,1 t ~ ~ 1 ~ r r °~Z~(w~~ ~ ~~f ~s~1~,~3 'w'ig 1 , ~ q 409.33 ~ 409.871410.0 ~ 408.76 ~ ~ - ~ ~ Bt~~i-~k' ~ ~ - t ~ i
c~° „a 0 409.0,8 i .h ~ ~ 8 ~ ~ ~ s ~ ~1~~~t `~~7 ~~~~~.~H~~A~~X~~ V ~ N0. DATE \ i t S ~ 'k
ti~',0 ~ ~ : ~ ' ~ ~ : ~ ! i r ~ ~ ~ 408.9 i ~ GhA~fl, ~ "~,.r ~ . / l 408.18 ; ~ - - ~ _ ~ I CO ~ ~ ~ ~ ~ ~~.4 9.56. i; , 40 . ~ ~ , I V 'S E ~ ` x ~ ~ ' r v
ti O~~U~ t ~ ~ r r 408.55 408. ~ ~ ~ 8.42 . ~ 'a ~ r
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e,~ e ~ : 1 ~ 409.1 408.59 r % sA, ~ , A 409.58 f~ e ~J7 -
4, J / k/ ~ , /s / 410.1f'2 0 ~ x,408.19 ~ f^ ti ' ~ ` t ~4
~ `e ~ ~ , , ..t ti ~ GO ~ A f vk"" ~ ~ \ i ~ ~ r...~, r ~ 0 , l ; t ~ / \ ~ ~ 409.74 408.3 r ti \ ~ ~ w~~~,~ ~ ~'~t~~ i ~~~~i~~~~ • ~ SCALES
r ~ ~ t ~ , 1 / ~ ~ ~ r ~ / X409.6 0~ : ~ ~ ~ ~1`t ~ t l 1 f ~ ,:n ~ 1 ~ ti ~ ~ ~ ~ A09.8~ 4 ~ 9. i ~ ~ r } r
~ t ~ ,f ~ ~ ~ 408.83 ~ ~ ~ , t I I it ! , : ~ , ° ~ \
i 4 8.21 t .a r , 0 t 0409.30 0 [ 408.5 ! 1 ~ ~ t 0 409.2 ~ ~ i ~ k- t 1 \ , .0 ~ 408.52 ~ r i, ~ / ,
t 409.67 ~ ~s~ s ~a ~ ~ t~ ~ ~ ~ ~ PR~F~~ ~ ~ ~~"~,~~t k ' ; t v; ~ 73116900
~ ~ Q 1 r° ~ - / t ~ ~ ~ IL. ~,u~rls ~ 408.9 , f` ~ ~ `ti ` ~ ~ v, , t~ ~ l r
. t ~ ~ ~ ~ I / ~ two L~~~x l r 409.00 .4 8. ' ~ _ , U ~ ~ ? 1 ~ ' ~ ~ 10 ~ ~~i~ 0 5 ? 0 2~ ~ SHEEP No. `7~~ ~ ~ , ~ ~ ~t~,y
n n ~ ~ . 1 ! ~ / ~ ~ _ f, , ~ , ~ w.-,~- ~ ~ r~~ ~,,r%~~t tit ~ ~ ET ~ oa.45 - ~ i ` t ~ 3 OF 7 7
~ 1 no i I 408.5 0$,13 ~ ~o i. ~(,1~ „ . `;.4 ~ r" ~ , _ ~ . _ ~ _ ~~t 2, t ~ i 1 INC~(= 10 FEET DRAWING No.
i 1 V 0 409!18 0 0 0 0 'rvu .~cu 4 7f ; ; t ~
408.50 408.52 ® o407.88 f ~ , i~ t 7 1ti, E s

~ / CONST ~ON ENTRANCE ~ t
I a ~ . ~ ' SE~~` DE,T'AIL SHEET 10 , ~ ~ ~ ~ ~ ~
r ~t QEE INSET A v ~ E 1 _ f ;lr 1 f C., ~~~~~,J~~~~~ D~~. fFOR CONTINUATION a ~V •~~~~~,•~~~:(~t~~~:~~~~~.~'~~~--' f
` 1` Y I ~ \ / ~ ~ 2i ~ ~ INSTALL TEMP. PUMP AROUND /1 ~ o d~ ~ ~ ~ ~
~ SEE TEMPORARY PUMP A ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f ~ r REMOVE EXISTING CURB. '`~~°~:,~`t`~~, MATCH LINE & GRADE OF ~ a
AROUND DETAIL SHEET 10 ~ ~ 1~ ~ ~ ~ f ' ~ NEW TEMP. ROAD TO EXISTING , ~ M ~ ~
- TOP DIKE ELEV=406 ~ 1 ~ I ~ ~ ~ ~ / \ ~ i\ f ~ d LINE & GRADE OF ~ ~
~ ~ i ~ ~ ! , i ~ ~ r ~ RAVENWOOD DRIVE. ~ ~ o ~
~ r~ ~ ~ ~ 1 rr~ ~ . STA 1+84 TO STA 2+14 ~
-~-rte.: ~ ~ ~ `t ~ t ~ t (1
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,EASEMENT ~ ~ ~ , ~ , t -w n r° ~ ~ ~ ~ P s
IMITS OF DISTURBANC ~ ~ ~ 1 1, ~ 1 ~ ~ ~ I(~1:~=~-2.12 1NV. ~ u-
~ i , ~ l / ONSTRUCTION FENCING ~ ~ y~ ~ o
~ ~ ~ ~ ~ ~-C l ~ ~i f ~ r' f I 1, 3 j ~
t f TREE LINE ~ l ~ ~ r` j ~ REMOVE c ,J r/ .w l
\ • r.. ~ ~ ~ ~ ~,r,~~ , w., CLEAR AND GRUB ~ y t ,l 0 / l 4 TREE _ v ~ ~ 1 f t ~ ' {
~-~~~TO INSTALL EROSION ~ ~ , ~ E • ~ i,~~ . ~u~. i 3 , ~ / ~ ! ~ ~ ~ t ~ ~ ~ ~ E ~
a E V~TROL ~ REMOVE 1 JGRAVEL FOR R0~1 NOT ~ ~ p l ~
~ ~~'~I ; ~ ~ ~ ~;t ~ / ' SANITARY ~ GR 1!~~ . , r , ~ r ~ ~ r ; SEWER i SH i~ SHOWN FOR CLAR~;~, f?~? I~'~~ ~ i,~ f~'i"~1~+`~_~>!~, ~ ~ `
a ~ .If1~, ~ I ~ A ~ ~ A G t..t.,1 ~ ~ ~ ~~it', 'C \ ~ , • ~ • ~ ~ ~ ~ i ~ ~
V~I~.~.a r i~ ~t ~ f ~ ~ Uai~
~V~r~~, ~0 1v~10{S~-~~~ ~ g cf~ISTI(vG ;a: .,t ~ \ ~ ~ 4~ ~ TEMPORARY GRAVEL ROADI ~ ~ ~ ~ ~ ~
~ t' ~ ~ t G 1 / 1 ~ ~ _ ~ ~ SEE DETAIL SHEET 10 'l ~ ~ ~ t ~ ~ ~ o z U,-t~0..
~ -~.17P ~~E~ - ~-0~•v~ ~l~V~ . ~ f. ~ r ~a~. ta' f l~ /'r~ ~ jj ~ (i) ~~"'~j 1 f 7"`7 I l ~ t ~ l ~ ~ ~ f f~ t ~ ti _~ii.7' ~~JUI1C ~,f~v'~~~' `t i c ~~az~ wUraaa 1 ~ I
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~ f`~'t~' ~ ~ ! .-SED~M~~ ILTER ~ ~ ~ ti ~ ~ SEE DET IL ~ ~ ~ r 1 REMOVE (2) i A _ ~ ~ i l ~ ~ ~ TEMPORARY CONSTRUCTION ~ ~ ~ ~ 0
~ r ~ ~'c ' ~c ~ ~ fl r ~ ' 18 TREES . SHEET 0 l U ~ ; ~ ; ~ f ~XIS~1~ii~dC ~ EASEMENT & LIMITS OF ~ ~ ~ ~,iTY vi I~~~E.It~ ~ t ~ ' DISTURBANCE 1 ~ ~
~ r
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~J ! • ~ ' 3 TEMP. ~ ~ 1 ' ~ U~,~ , I f ~ ~ ~ i ~ ~ ~ . ~ ~ INSTALL TEMPORARY GRAVEL ROAD,
~ TEMPORARY ~ REMOVE f ~ t ~ ~ -~~~M.m 11 36 CMP ~ ~ y ~ - - i ~ ~ u ~ ~ \ ; ~ /"7 \ i ~~SEE DETAIL SHEET 10 ~ ~ ~ e t
CONSTRUCTION 4 TREE ~ ' BARRELS ~ ~`c ~ i~ ~ ~ ~ ~ ' } a \ ( ,
EASEMENT ~ ? ~ ~ ~,,f ~ ~ ~ ~ ~ ~ ; 1 ~ f, ,k v r• ~ ~ . ~ / ~ U~l~eFt~ ~ ' ~ k ;
1 ~ \ r _ ~ Z ~ , INV.- 403.5 ~ ~ ~ i ~ JF
f ~ BOTH ENDS ~ ~ ~1 ~ ~ ~ / I~ Sh~c ~ ~ 1 ~ ° r~ V ~ ~ _ 1 r~ ~ 1v j ~ ? , l 1, ~ 0 a `V ~ ~
U C.I V~ f'~1~ ~ ~ ~ ~ , , ~ , ~ LIMITS OF LIMITS OF GRAVEL ` ~ ~ \ r, TOE OF FILL ~ ~
~ ~ ~ 1 ~ - ~ ~ % .I ~ r, ~ ~C~.~,l_t~ FILL (N0. FILL (N0. 57 STONE ~ t ~
F G; ~ „,1 f r ~ l ~ l /-~.~L ELF+I~ elf .AND FILTE °~d ~ A Q i ~ f ~ _ ~ .AND FILTER FABRIC _ ~ t, ~ ~ Q ~
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~ , ~ yr / 1 J f 1 ~ Q1 OUTLET (TYP)/ ~ ~ ~-L.I p
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~ ~ ~Q ~l ~ 1 ~ f r p, 1 ~ ~ ~ ti SHEET 12 ~ V I ~ ( ~ ~ ~ 1 '
r I \ ~ r ~ ~ ~
~ 0 \ ~ ~ ~ ~ , ~k 1 ~ ~ ~ i 1 i
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~ ~ r ~ ~ A ~ ~ ~ ~ ~ t 1 ! ' 18 TREES ' ti~~
f F r / 1 ~ ' r ~ r 1/ , J ~ ~ ; ~ ~ DISTUBR~ICE ~i j ~ J O 4 ~ it ~ ~ , ~ CONTRACTOR SHALL SAWCUT CLAY ~ z
~ ~ r: ~ t ~ f ~ 1 ~ n t 1 if" 1rti:~ 3 i ~ ~ f ,~C~' r ( " 1 ~ 1 REMOVE ~ ~ (I! ~ ~ ~ 1 \ ~ < r.,,.~,... ~ I f ~ ~ Vr ~_.(/.t~bt 1. t~ tJ~ ~ ~ ~ PIPE WITH A DIAMOND TIPPED ! i ! 1 C,) j~ t
r ~ ~ t . ~ . ~ ~ • 1 1 SANITARY ~ z ~ ~ ~ BLADES ® MANHOLE LOCATION ~ ` ' ~
~ ,r.. . • . ~ _ _ ~ lit ~ t i / r ~ ~ ,l m~~,,,~~.,.,~, ~ ~ , .j ~;a~,_, ~ ~ ~ ~ c ~ SEWER , z~~ ~ 1~f,r ~ ~
t ~ - , , ~ ~ ~ r , ~ ~ 11 . ~ "ti, ~ ' I i ~ 1 r` ~ ` til \ ~ R ~ 1 ~ ` ` 1, ~ ~ ~ ~ \ ~ ~ r~
~ ~ t t > f ~ . ~ LIMITS OF DI TURBkNCE, ~ t, j i
r •1 ~ 1~ / W CO ST ~ N FEN ING ~ ~ t ~ CONTRACTOR SHALL S W CLAY ° ~ << ~ ~
, ~ / PIPE WITH A DIAMOND TIPPED ~ I / ~ 2. I ~ ~n~~~~~~i ti 1 ~ r L ~ ~ / ~ ~ , ~ / ~ BLADE @ ANHOLE i ~ ~ ~ ~ ~ ~ ~ `:a-'~ ~ TEMPORARY PUMP wAROUND. l ~ ~ ~ ~ ~ ~ , , ~ TOP DIKE ELEV=405 i ~ Z
~ ~ TEMP R RY / f ,i _ \ t0 ~ / 1 r ; 1 ~ ~ ~ ~ ~ rrG~( I~~l~i~1,AG~. - ~ ~ ~ ~ LOCATION 5 ~ ~ ` ~ ' ` ``,SEE DETAIL SHEET 1~~, l p
f i t • • CON TR CTION : ~ ~ 1~ r l u~ r ~ ~ EA MET ~ ~ ~ ~ ~ \ \ \~r t ~ ~ ittll,illlll/~ Q
t ~ vJ ~ ~ i j 1
~ ~ ~ 1 ~ ~ ~ ~ LIMITS OF GRAVEL ~ ~
~ ~ , ~ ~ . ,r ~ ~ - ~ ~ ~ 1 . ~ FILL N0. 57 STONE ~
i ~ ~ ~ ~ ~ ~ ~ r ~ ~ \ ~ ~ ~ , % t f ? i' + ~ ~ AND FILTER FABRIC , ~ ~~.,,r . ~ ~ ~ ~ ~ i ~ , e i t
\ i if 0 t l t ~ ~ ~ XIS-1 (h~v J~ ;~f...' ,l1 rl~ ~ f 1.-.,,.. ~ ~ f r,- ! ~
~ ~ ~ ~ t~ l ! ~ ~ ~ A , ~
f i 1 ~ r ~ A 1 ~ ~ ~ C~ , ` ~ ~ ii~9~C~ NP
~ ` ~ ~ ~ ~ ~ ~ ~ r . , ` ~ ~ ~ . I ti ~ ~ / t ~ c~ ~ ~ ~ 1 TEMPORARY SILL' y~ , ~ ~ ~
J • GRA1~L FOR - R ~ N 0 i b .FENCE (TYP) r~~,,, r Iti ~ =SEE DETAIL SHEET 0~ ~ ~
n " J ~ ~ ~ SHOWN~F R CLA ~ ' CONSTRUCTION ENTRANCE I ti 1
IN rn ET A SEE DETAIL SHEET t0 ~ ~ ~ ~
n _ o ~ ' ~ d ~ ~ i \ r ~ ~ , _ ~ 77 ~ 1 i ~,>;7>~r k' ' ~ \ r G.~r:2~ 3 „ i ~ ~r i 1 f~a 1' ~ ~ ~ PUBLIC ~arE: MAY/07
REMOVE EXISTING CURB. ~ ~ ~ ~ ~ ' ~ ~ 't~~~ ~ unuTY INSrAU.AnaNS awD OTHER Pueuc PAauTIES, INCLUaNG
MATCH LINE & GRADE OF . i `'"r ` - ~ I ~ ~ :g ~ ~ ~ ~ ,k\ SIDEWALKS AND HANDICAP RAMS ARE TO BE CONS1Rt1CTED ON All DRAWN BY: AHALES ~"~`i, ~ ~ ~ ~ ~ STREETS AS SPECIFlm BY 1HE CITY CODE THESE FACIUnES HAVE BEEN
NEW TEMP. ROAD TO EXISTING ~ i ~ _ _ F ~ LINE & GRADE OF ~ ~ r I ~ ~ 1 ~ APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS ~ j~ ' A ~ ~ ~ A A CHANGE IS AUIHORI~D BY~TiEN APPROVAL PUBLIC SANITARY
1 ~ ~ ~ RAVENWOOD DRIVE. ~ ~ ~u. TREE LINE .J`^ e ~ t i SEMER EASEL~PITS ARE To BE RECORDE4 P~aR To FBiu ACCEPTANCE. CHECKED BY: ~LL.
STA 0+05 TO STA 0+35; ~ / ; ~ ;E ~ ~ n ,4 CLEAR AN[ -TREE LINE ~ 1 ~ ~arr?~uRES; CLEAR AND ~CRUB TO ,~`~h ~ t,~~ti, at of Ralel~n REVISIONS
~ ~ ~ ~ - INSTALL TE INSTALL TEMPORARY ~`~~~t ~ c~~aaN
BASELINE STA 0+12.21= E f f 7C, GRAVEL RC GRAVEL ROAD ~ ~ ~ 1 1 Pueuc ununES N0. DATE
ROAD STA 2+36.84 ~ ,l _ , ~1~~ TRAFFlC ENaNEER i ~ 16
~ ~ ='J ~ G l d ~ ~ ~ ~ ~ i ~ CONSERVAnON ENGINEER
~ ) ~ has
• E _ , t ~ VV, , r ; ~ IBC,. ~ ~ J~ Public Public
r ; ~ ~ ' , - ; t-, ~ , ,
Water Distribution / Extension System Sewer Collection /Extension System SCALES e-
--...r„ ~ ~ ~6o City of Rale~h consents to the connection and axtaralon of the The City of Raleigh consents to the connection and axtenelan of the ~ ~ ~ fflt s ubitc rooter a tem ae ehorm on this an. The materld and C a uWic sewer a p /~1 ~ , ~ \ ~ P Ya M iti/ P ystem ae'~hown on this Ian. The materlai and
r - ~ ! ~Canetructkn methods uead for this project shall conform to the Canatruetlon method used tat this pro ct ahdl conform to the 1 ~~-10° 0 t ~ ,standards and apeciflcatlona of the Cftila Public UtBitiea Han~odc. standards and epedftcotiona of the Clty~a Public UUIRiee Handbook.
t r.. / / ~ _ . ~~t ~ of Rdeigh pty of Rddgh PROJECT
~ iri ! 1 ,TOE O~ FILLS f( ~ t ~ ; t 10 D 5 1 D ~ ~ l 2D ~a Puw~ utaDlee Daportarent P«mn ~ Publia uttit~e oaP~me~t Pxmit ~ 73116900
----w ° ( i ~ ~Autharttatlon to Conetrud AulhodZatian to Construct
--I E t TE PORARY CONSTRUCTION"'-~, r ~ ~ , I ~ ~ ~ SHEEi• N0.
~ ~ EASE ENT & LIMITS OF , ~ ~ 1 INCH = 10 FEET ~ ~ ~ 4 OF 17
• t ~ DI~ BAfJ~ E ~ ~ ~ - ~ ~ . ~ ; / LIMITS OF DISTURBANCE ~ ~ 's \
DRAWING N0.
WIC TRU TION FENCING i

x
~o~
i~ i [~P~~~~[~C~f~ w ~
~ ~ m cQR ASS ~ ~
0 U a
a ~ d+ q5 L ~SE$~`
z O
O WORKAREA N i~ s, ~ FNCINti~Q'P~,o',
_N aaROAD~m SCOiT G;~o~• '~~~mmn~,,,,
i ~ 12 ~~X„~ a-~ I m 12 12~
DRUM Z ~ Fh~ac~x~ ~a ~e ~
p RAMEY KEMP & ASSOCIATES, INC.
I 0 ~ ~ ~4 rEMPORAI Q TEMPORARY GRAVEL -
O 12 12 ROAi -'jl ROADWAY ~ I ,ass-~ r~~y wi o~. ~G N ~~q~, t~ru, Ca!allna 27808
~ ®@I O wPLACE r p ~ DELINE wPLACEFLIXIBLE 918-872-8118 td. 9f8-878-8419 tmt - aaarmne .aaa DELINEATOR 2a'APART -
ALONG ~ ~ 1NE TE ALONGTNEaRJTEROF ~ V 7HETEMFDRARYRDAD 1O
C'
I ~ I Q~
( ~ ExisnNC~aNES , O a pp ~ ~ RAVENWOOD DRIVE
g°°~p~~ Lore W/GII
I f t !
~ ~ l ~t,t ~ AL SECTI~ 1 TYPIC L SECTS®I V NOTES IV w
( I o 1. Refer to 'Roadway Standard Drawings NCDOT" dated January 2002. "Standard A~ /r } Specifications for Roads and Structures' dated January 2002, and all applicable N ~ ~ rn
ea~~ _ ~ - ~ _ i I P ~ A-A -_._w~~ f r11 sections of the latest version of the generic Project Special Provisions. o N o
~I ~ ! ~ 2. Adapt the Traffic Control Plans, when directed by the City Project Engineer, to o z ~ ~
~ o Lor r O ( ~ s meet field conditions to provide safe and efficient traffic movement. Changes ~ ~ i rn may be required when physical dimensions in the detail drawings, standard oc m w z rn
N ~ ~ ' ~ 1 details and roadway details are not attainable, or result in duplicate, or ~ ~ ~ a = undesired overlapping of devices, Modification may inculde: moving, a rn rn a u.
~ ~s ~ ! supplementing, covering or removal of devices. vi
~ ~ ,f ~ ~ ~ ~ 3. See sheet C-15 for Phase I traffic control plan and Phase II traffic control plan 0
~ rt~ ~ ~ details. dS
® t 4. The contractor shall notify in writing two (2) weeks prior to work beginning the L
1~, ~ ~ following: ~
/ ` ~ ~ NCDOT 3 City of Raleigh q+
wle°o®. p The following general notes apply of all times for the duration of the construction o~;a•
~p ti~ Old ~r~r ~ ~ ~ I / ~ , ~ project, except when otherwise noted in the plan or directed by the City Project
~e ~M , , , , ~ ~ Engineer.
M8~ d,(~ ~ _ \ ~ ~ ~ Time Restrictions L
/ ROAD NAME DAY AND TIME RESTRICTIONS
, ~ ti 1) RAVENWOOD DRIVE 10:00 P.M. SATURDAY - 10 P.M. SUNDAY I '
~ ~ ~ ~J
~ ~ _ _ _ _ _ _ ~ d
SO 1---~~-~-- I , _ ~ ~ ~ NE ROAD )0 ~ 0 ter, ~ a
( t ~ ~ _ .f i I 20 SPACING (Wl V
~ ~ 1 ~ ~ TEMPORARY OUBLE a w l ~ YELLOW CE fiERLINE _ ~ - ~
r ~h. ~ I tii ~ L1 ~ A + r ,j. ,
1Q I'""~7~ ~`-l i I Rp ~ ~ t ~ ~ + _-~f_.~ ~ ~ ~J V
4 ~ , I 10 OS ,a ~ TEMPORARY 'RAVEL ~ f i J
48 k1 u _ ( I ~ ' - , ~ ~ ROAD i oaf
~`ryR I 3 c a L ~t r` ~ w Q U ~ ~ i ~ 1 _ i ~ q r Lor z ~ ~ ri ~ ~ 1 ~ ~
~ 9 i GQr 3 ~ : r y pn ~,iJ • \1 / HST ~ ~ 1' ~ ~rq ; i THL~d~t~s~IP,1CJ~Lc f~~~'D ~~~Q I~' ~
w-~ O >t~~ ~ ~ z ~ , f7B 8~?~0 ~ G 9CI~~ ~ i5 n~ W
I ~F, ti ~ ~ ~ . ~ t~~~T L~ O L41 7 ~ LlJ r
~E ;~u ~ ~ ~ eq ~ ~ ~ I
ADE 1 ~ . ~~n. i ~ i I LEGEND ~ Z
i ' ~ ~ ;v~ tv~~~~ ~ ~ Q
I ~ ss.o~~ ~ ~ ~ a ~ ,~r, ; , ~ ;r ~ TEMPORARYDOUBLE ~ ~ ~ ~ r , J / ~ n ~ r~ „ I ~ w
YELLOW CEAPTERLfNE ~ T / urtA~L~ „A~r sf t I ~ MOVEABLE SIGN SUPPORT F..
• T ( e } _Ar'<D f.±;ZASE7N A. D,4b~'r. ~ I~ t ~ ~ r 4 o r'`
^--....,m,~~„~, 3 1 ~ 4 rvJ taw f~f ~.~sl t ~ ~ f ~ ~ ~
f ~ i 1.~ X11 ~ ~ , ~~e ~ ~ ~ SIGN, NUMBER AND 51ZE
( l 1 ~ ~ I i ~ `s~ ~t .,1 ~ ~ I
~ W C JV ~ ~ ~ ' ~ ; 1
~ p ~ SSE ~9 ~ _ t _ t (I
~ LQ G 1 ~ ~ l ~ - .I ` ~1,i 1r_~,St iv4~fV i ® DRUMS ON 10' SPACING O ~
~ 4 , i ( { ~ ~ , n ~ sd,~ e_ Q O
( ~ ~~i ~ n~ 't i O TEMPORARY DOUBLE YELLOW CENTERLINE
~ ~ ~ -3 O 1~~ 1 r~w ~ 't Te ~ 09 r . J?, ~ ~.p t_C}~ 1 i:4~
~5~' ~ ~ ~ ,_.N7~~4Lfrvc _Y~u. tF'^ ~ ~ ~ Ll~~ f d I DIRECTION OF TRAVEL \ L~._~__..~ ~ 5
t 1 ~ i~ ; j y~ 1 ~ c, irilCf~fAITL EhAC3'l
~ ~ ~OTi. ~ ~ ~ ~ t ~C.~ 1~~~ {'pis fr9C~L15~A L. ~~A~ 3 7777 ,,°G 3~t~
~ ! '1 ~ ~ ~ ~ ~ t i W
t n ..t "~---'~1 t u~'~. n~Ci ~""i`~~~
Q
r t ~ . ~ ~ 'v."""""^-.,-....~M i `",.~~y\ fiAiY~ ST-nf`~F~v~ir^' n ~"---~c,.av.~-~--,-"'"-_,.~~--•^~-.".~,°,
~ G; d ~ l I
DATE: JULY/O6
~r , N ~ I I ~ a~ a ~ O ~ t v ! r, r~ ~
i ~ ~ ~ ~ DRAWN 8Y: CQD
fx ~ ati ky ~ ~ ~ ~ CHECKED BY: MSC
.T ~ I ~ ~ .
s~ { ~ o~~ ~ ~ ~ ~ ; - ~ Public { ~ ~ C ~n ~ ~ ~ Public REVISIONS
~ , ~ ~-t ~ ~ Sewer Collection Ex i ~ ~ t nrr - l , t I ~ n ~,t ~ Ilection /Extension System
~ _ ~ St~:01?E~1!`~~ The Clty of ttalelgh consents to the oon 7~ ~ ~ ~ ~ SttRt4CE E>?AT1©!~ Cft~e publk sewer system as shown an consents to the connectlan and extenalon of the DATE system as shown an thle plan. The moterlal and
t-.~ ~ ° ! _ y~ ~'€12~ MAf~C,~-f ?~i~4 ConetructhM methods used for thla pro ~s'' ~ ' ~`"'~'t%~J~~ ~ f the Cit t{ t .zs~ 1 standards and eciflcotiona o t 1 1 y y ~ ti ~ de used for thla pro~t shall conform to the ;Iflcotlona of the Clt a Puhlk: UtIltUes Handtu,ok.
`t ~ ~ ,/f ' ~i~''r-'h'C3h'IIl~A 7~) qty of Rdelgh A 1 1, PuMtc UUftlee Department Pemdt ~ t \ ,ant Pamdt ~
/ ~ \ Authori:atlan t0 Caneln~ct
~c~r ; ~ PUBLIC ~ o . s ~ ~~ti%, SCALES
~~F~ ~a.~ ~t v ~ ~ ° UTY INSTAUADgVS AND OTHER PU~1C FAgU1TES, DtCUIDING 9DEWALKS
,p~ ~ AND HANDICAP RAMPS ARE m BE CONSiRUCtED oN All sDtEETS As P u b I i c \ ~ SPEgFl® 8Y THE q1Y CODE. 1HESE EAC6J'DES HAVE 8E19t APPROVED l ~ BE SO INSTAUFD UNUSS A A gtANfd: Public
~ ~ ~ THE an of RALEl6}i AND s11nt1. Water Distribution / E, ~ ~ ~ 1 IS autHDR1gD BY WRITTEN APPROVAL PUBLIC SAPIITARY sExwrrt EASEMENTS ARE TO ~ tfl:CORDm PRIOR 10 FlNAL ACCEPTANCE. 'on Extension S tem 60 0 30 60 120 FQ~ 2+• LY rributl / ys 1"=10'
The City of ttdalgh caisaita to the con SN,9dATURE~ Cftt/a public water system as shown an ca;sa,ts to the conn~tlon and exteneton of the l PROJECT aynt9m as shown an thla pbn. The material and ~ ~y ~ C~1
C of Rdo Conetructlon methods ~ for thle prof pJ~~ standards and epeciflcationa of the City da ,med for this protect shall conform to the 1 INCH = 60 FEET . •'g~~~` 73116900 ~ a ~Iflcat~r;a of the (8t~s P~,IIc UttllU~ Handbook.
Pueuc uT1uTIES qty of Raleigh Pubitc Ut9ltiee Department Pamft j ,ent Perna ~ /ll ! j ~i~ 5 OF 17
71tAFFIC FNgNEER Aulharhation to Carobuct NCt
CONSERVAliON ENgNIEER ~ DRAWING N0.
5

r ~ BASELINE STA 2+06.37= ~
~ ROAD STA 0+00 f ~ c~
r / ~ ~ f ~ ,~~'J(~1~~ f~1~1~! r;~1~f~~__~` rug ~~w~ ~1 ~ _ ~ ~ j / f
~ - „ - n ~ ~R~ ILL s , . , ~ ry J
o - .~RI~fE ~ f 38172.41 1 Cy
~ ~~I~lQr~~ ~ ~ ~~.~'~~-'~-``E 084083.3 ~ s., ~ CMG `~7 ~
SEE INSET A ~ / / \ 0 J ' ~ ~ ~r_
~ 0 :-1~ / 0 1 _ FOR CONTINUATION A ~ ~ ~ ~ ~ ~ l
N , / ~ r ~ ~ O
~ ~ ~ o / i ~ l t ,
~ ~ 'gin r ~ r , ~ . , ~ _ ~ / ~ ~ ~ PLUG EXISTING UG EXISTING MANHOLE `~'U' ~ U
U1~J~ i RIE~~~~~ily ~IJFF~~ j l i ~ WITI 7 INVERT B /ERT "B" WITH BRICKS
~ ~ ! l ~ ~ AND MORTAR w r'°~, ID MORTAR WATERTIGHT ~
1~ `r~~i~i L~,~iNA~E ~~~~~9ENT--~ a ~ tr ~ INSIDE FACE SF TIDE FACE SHALL BE O
~~~11vI i~~2 F'G 5~. t ~ ~ 'GROUTED SM00 ~ r ~r ~ ~ 1 ,r OUTED SMOOTH. DO ` ~
~ c - ~ NOT DAMAGE M ~ ~ ,y,~,~ \ / ~ ~ , ti ~ ~ i , 1 ..--w~~' a iT DAMAGE MANHOLE. J Q V ~,~M 1
~ ~ ~ l 1 `~I°~ r ~ l ca / d r , J ~ ~ ~ ~
~KiSTlil~:r 4 ~ t.,111' fir- ~ / ~ J { ~ ,~U' J t ~ TEMPORARY CONSTRUCTION ~ EASEMENT AND LIMITS OF ~
R~,LEICI-I ~AI~I I AF~Y ~ / ~ ~ - ~ 1 , ~ ~ ~ DISTURBANCE o~ bN
~1 D ~ ~ ~'l ` ~
~ ~ ~ k, Zul~~ 2 RAW ~~I~i~ BUF-FEI~ ~ ! Q 1 r i l~ ~ r f ~ I D ~"m' or ~
TEMPORARY CON TRUC110N ~ ~ ~ ~ ~1 ~ ~ ~ o r I d ~ ~ t t t/ ,l ~ x ~ r l
~ EASEMENT ~ ' ~ ~ ~ o ~ ~ ,
~ r rti A 1 _ ,1 ~ ~ A, . ~ / ~ J
~ LIMITS OF TURBANCE ` ~ ~ 1 ' ~ ~ Ji iP~l~~~-~-(~3.~2 Ilti~1,
~ ~ l ~ f \ ~ ~ W/CONS CTION FENCING ! / ~ , ~ l ~ ! 1 1 ~ l ~ ~ 1~ .,i r ~r ~
/ \ l g 7~ ~ fig. . ~ C)~.11.-~C'l,~i 1~
~ 1 / ~ ~ `~i s~
r ~ ~ ~ try _ ~ ~ f DO NOT DIS B .j r~ ~ } 7 r~ p n
~ , '~lt%~ 3 ~ ~ r )IS B ~ ; . g ~ prp 0NA~ r, i__
/,j~' I ..t A / ~ ~ - / / / STORM
~1 ~ ~ l -f ice' 't ~ , ~ r ~ r f r, ~ 1 t ~ i1J ~ ~ ~ ti ,t f , 1 r ~a~, ~ U ~t~0..
1, \ h ! ~ ~n .1 GRAVEL R ROAD N0`T,, TEMPORARY GRAVEL ROAD c ° ~ a x ~ aN¢aa SHOWN F R CLARITY v~
Public
' r ~ ~ ~ APPROXIMATE LOCATION OF / t ~ ~ ~ ' ~ s ~ , \ ~r ` , ,mm : , CLEANOUT. FINAL LOCATION , \ ~ / ~ ~~~~~.IC \ ~ Sewer Collection /Extension System
~ SHALL BE APPROVED BY CITY ~ ~ ~ ~ ~ j . t t I The City of Raleigh consents to the connection and extension of the
t L ~ ~ / / ~ / ~ ( ~ PROJECT ENGINEER. ~ {s, ~ '~E~~. i l Ur,. °f 1. ! ~ r' ~ IMXIShI~ Citys public sewer system as shown !on this plan. The material and Q
APPROX. EL.-404.701 ~ ~ ~ ~ ~ , CITY CF ~~t~Cl~~ `I Construction methods used for this pro~ect shall conform to the , ~ ~ ;1 standards and specifications of the Citys Public Utilities Handbook. ~i1~Vl I P~I! 3~ ~`~~~V~ ~ i®®®.®
1 PLUG ~ ~ APPROX. RIM=408.901 ~ ~ ~ ~ ~ ~ ~ / ~ i 4 "^ti as , ~rf-1 ~ A ~ ~ ~ J ~ ` ~1 r ~ ~i? ~ ~ `l •soev 4 ~ ~-~C~~~~-r~~rv ~ I ~o City of Raleigh
~ \ t`s l~ I `w~ 1~ ,~i~~W.'~~"_~~I~~C`v~~iJL~u \ I t ~ ~ c r l 7 -~Xi~'lv~~ ;,Xis T!'vC~ ~Iv1 E 9~0 ~ Public Utilities Department Permit ~
;(?i~,~Ch~wwlc: I-GmAD 1rVt; PG 2~5
I ~ ~ i i~r, I ~ I ` 3 / SOP ~iL~V. ~ \ r A 1 ~ l S } (OP tcL.~1%. = 4C1~.5 ~ ` Authorizatia~ to Construct
O ~ f \ AVC; r,,~°'f ~ + f ~ \ Date l- ;
' ~
~ g ~ ~ / C~iu1t=~F
4 DIP SANITARY , O / ~ ~v ~ t~ / ~ r ~FE ELrV~T1Q / ~Tl Q / ~ ~~f f I„L.~
1 SEWER LATERAL O l ~ ~ ~ ~ ,11~~~ ~ ` 1. ~ ~i ~ / ~ 1 ~ ~ ss o ~ ; , GE,AI~ ~~~ET 1 I~ET 1 ~
o ~ ~ Q ~ ; ~ ~ . , r _ . ~ ~ m ~ , / .
~ Public ~ - ~ ~ r
1~ ~ CL STA 1+24 Water Distribution /Extension System
f~ ~ 1 r / ~ ~ Q, OFFSET 40.91 ~ \ The City of Raleigh conse~?ts to the connection and extension of the I ,
LIMITS OF DISTURBANCE ~ 0 ~ ; ~ ~ ~ _ ~ W CONSTRUCTION FENCING ~ ~ ~ ~ ~ ~ t lr ~ r t ~ Cit<Xs public water system as shown on this plop. The material and ~,L,f
s ( / \ ~ a ~ ~ ~ ~ a Ii ~ i` Construction methods used for this project shall conform to the (1i
I~~t`. ~ V'im`..'-~-~1~}~d~ ~ i"F~i a~~il~~ ~~~~~I~~ .,~.,~A ~r 1r ~ r t~ I A / \ standards and ~ecifications of the Citys Public Utilities Handbook. ~1..
~ ~ ~ ~ 1 ,v o , , ~ 33 LF OF 8 ; / ~ i City of Raleigh t Z
~ TEMPORARY ! ~ DIP ~ 1.00% I OFFSET 39.80/ ' t \ V ~ ~ Public Utn1#~ Department Permit ~ I~"
i _ `e CONSTRUCTI N J w / ~ ~ \ \ \ ~ / Authorization t~ Construct ~ ~
EA EII ~'F 1 STA. 20+34.43 ~ / ~ ~ ~ ~ ~ f
fk F~ n ~ ~ / ti D VARIES OFFSET 3.80R / ) ~ i ~~a ~ , ~ A V~ ti~ ~ Date ~j I~„
~ l ~ WATERTIGHT FRAME ~ ; ~ ~ ~ r CL STA +16 ~ ~ v ~ v,
a, AND COVER ~ / ~ t ~X,~~,~~~~~a~ M~~ - P OFFS 38.43 / 108.4 LF OF 12" ~ ~ ~
° ~ MANHOLE 50 ti ~ \ ~ \ ~ ~ _k`~. DIP ~ 0.2a~ ~t U
~~;r-~-- RIM=409.30 ~ t PLUG EXISTING M/~NHOL INVERT B WITH ~ \ ~ F ~ ~ °j INV. IN=404.26f r BRICKS AND MOf~'TAR ATERTIGHT. INSIDE \ ~ \ \ ~ , LIMITS OF DISTURBANCE ' W
' ~ - ~ FACE SHALL BE MO TH.. , 0 ~ ` o f~ INV. OUT-403.76
` i ~ ~ NOT DAMAGE A ~ ~ ~ t ~ ~ ~ / ~ ~ ~ xo I~ W cn
~R,~ /~I_ ~ .r O N 738046.60 ~ ~ \ ~ ~ T
u,~:V~~ ~ ~ , o ~ E 2084033.18 ~ A) ko ~ oFFSEr 88.1 s
r ~ r , ~ 7 a. s '`,,rte I t ~ a t f ~ r' v ~ WATERTIGHT FRAM
N / / \ l 0 / ! ~ ~ ~ ~ ~ ~ ~ ~ ~~,~'i~ ~ AND COVER
/ \ i OFFSET 6.34R 1 ~ ~ o ~ / \ WATERTIGHT FRAME AND ' { ' ~ r~X1STII~U 1~ ~ ~ \ ~ (B) `~'iC€~ ' MANHOLE X30
~ l:~ ~ `l RIM=408.50
/ V ~~~:;~;:~:~:~il COVER I 00 ~ ~ I,I~F~~~lA~7~ ~ / l MANHOLE #10 ( SS ~ra;~~IvIW~~; ~ ' l\rS'~ ~ ~ ` INV. IN A =401.16 STAB 41+08.34 h~ ~ ~ ~ ~ ~`~~r
~ ~ ~ r RIM-408.90 ~ ~ ~ ~ 9~2 ~C~ ~3. I I ~a;, ` ~ . ~~1~~ l\t INV. IN(B)=401.49 STA~30+92
INV. IN=403.46 STA. 20+00 ~ I ~ ~ ~ ~ ~ INV. OUT=401.16 Q O \ . „ t ~ ~
N ETA INV. OUT-403.03 STA. 30+00 i $ SS f. I j I ~ ~ ki9~ ~ `t; 4
_ ~ ~ 58 LF OF 8 DI ~ ~
1 S I ~ 2.00% Q D ~ v ~ ~ ~ ~ ~ ~ I,~J
\ ; ~ \ r t
f / ; ~ ~ ~ ~ a ~
~ { + t,``' ; t, f~l'Al~lh~~ 4 O I i~ ~31.1i-FER c~ ,
t: I"~L~ V 16" STEEL PIPE ~ ° ~ CASING 22 LF ~ `
SANITARY MANHOLE LOCATION TABLE ~ ~ I ~ ~ II ~ U ~ ~ \ ~ ~ 7
MANHOLE NORTHING FASTING ~ ~ ~ 0 ' # ~ J RAVEL FO ROAD 33 LF F 8" ~ ~ CL\~STA 0+97.88 DATE: MAY/07
10 N 738039.32 E 2084038.63 I i, ~ r k ~ SHOWN F CLARITY ~ ~ 1 RES AINED JOINT ' ~ OFFS~T: 84.41
i ' ~ ~i t Q 20 N 738022.83 E 2084094.61 ~ , DI ®0.54% / ' CL STA: 0+9 13~ r DRAWN BY: AHALES OFFSET: 82.6
~ ~ I ~ ~~~I`J~ ~ I~II-~~1~3r~1 LIMITS OF= DISTURBANCE t ~ r ~ ~ , 37.97 E 2084124.65 ~ ~
30 N 7380 1 ~ , ~ g,~ ~ ~ ER ~ C ST UCTION FENCING I~ l E v W/ ON 1 ~ . 'CL STAN 0+68.05 ~ 0 CHECKED BY: JLL
50 N 738072.56 E 2084047.62 I ~ ! ! ~ ' J ~ ~ STA ~ , dFFSET: X80.65 STA. 30+58.36 1 i ° ~ REVISIONS ~ R
a OFF' 738126,63 E 2084062.37 ~ ~ 60 N OFFSET 63.98 ~ t ~ ~ ~ ~
~ ! d ~ ~ WA1 / WATERTIGHT FRAME ~ ~ ~ ~~~~'~~!11i~'~~T~~ N0. DATE
~ ~ ; ~ r-~ ANC AND COVER 1 ~ CAR~4
I ~ ~~t~~ ` r MAh ~ ~ ~ I ~.~t: - I ~ I ~ ~ ~ RIM= MANHOLE #20 ~ ~ d.' ~ S ` ~ti'~ l ti RIM=407.50f ~ \ ~ ~~'w3~, ~ 2'.
PUBLIC BASELINE STA 0+12.21- j ~ ~ F~~ P,~i~l ~Y ~ ,~NV.IN=401.87 1 ~ t ti
ROAD STA 2+36.84 [ ~ ' ' Q ~ ~ t7 ~ ,ENV. ~ ~ l I ~ ~ / U1ILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND t Q ..~I~V. ~f~V: OUT=401.67 = i ~a
HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY ( I Q
CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE ~ ~ : ~ ` r~l[v1-~~~.-~~ ~ i ~ ~ ~ ~ ~ . SO INSTALLED UNLESS A A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC , ! i ( II~N? ~G {u1r~i~i I . ~1L SCALES
ARE TO BE RECORDED PRIOR TO FlNAL ACCEPTANCE. i1~J=~Ct~~. ! ! ~R SANITARY SEWER EASEMENTS ~ / ~ ,-y N ~ n
SIGNATURES: ~ ( ~ ( ~ / ~~AN4T~` SEWER a~ z,, ~i 1 ~ ~~r~
- / ~'G .3~M City of Raleigh f 1 0 ~
CHIEF ENGINEER ~ ~ r r ~ a / ~~1 ~(I.PO,R~/~RY~C~~~'RUCT
~ a / EASEMENT AND LIMITS PUBLIC U11LIlIES AND LIMITS OF i~ ~ 73118900
J I ~ / 1 DISTURBANCE a~_ ~ ~ / ~ r ~E , ~ ~ ~ ~ ~ ~ SHEEP N0. i `
TRAFFlC ENGINEER r O ~ ~ of ~ ~ : ~ ~ ~ ~ ~ I~~H i o ~Ew~ 0 ~ s of ~ 7
VAl10N ENGINEER ~ r O lI CONSER N ,73 93.23 ~ rl ~ ; ~ DRAWING N0.
E I120 4 23.64-/ 1 ~ 6
f ~M l 1 ~ ~ ~ ~ ~ ~ ..~-",a Y. ~ ~"~..,~a

? ~ f t
~ ~ ~ ~ ~ ~ ~ f ~ ~ t ~ r i' BASE f' BASELINE STA 2+06.37= ~
~ ti ~ ~ c~ , i I ROAD Lei 1 ~ ~ , A r ~ ROAD STA 0+00 = ~ ~~o,
~ -~`~`-----------STA. 2+14.5 1~~ ~ ~ ~ ~ ~
~ ~ ~ ti / ~ v, ~ SAWCU~1° AI~C~ REMOVE ~ ~ ~
ti C y ~~~f~E t , , , 1 i s~` ASPHALy PAVEMENT,.., . , ~ f ` ~ a
11 ~~a~~~~:~..~.~. I ,ti r r' A ,,C1~RB AND TER \ t, ,y~.~. G
\
~ ~ ` ~ ~ ~ ~ { , f ~4 t ~
I ~ ~ F~LECTRIC OLE ~ t( SAW CUT AND REMOVE ~ ` °~w,, ~
\ O REL ATED --~F v SEE INSET A ~ t ~ 4., U jl GUTTER AND 6 OF ASPHALT .h-~ a
4 ~ _ FOR CONTINUATION ~ ~ ~ ~
~ ~ ~ PLUG EXISTING MANHOLE IC;NE. k ~IE~~,~I~t~ BUFFL~ ----a-~ ~ ~ "m- ~ 1 Z ~ i i IG MANHOLE ~ ~ ~ ~
INVERT "B" WITH BRICKS ~ ~ ~ I , AND MORTAR WATER NITH BRICKS ~ t WATERTIGHT. ~ ~ v~~
~ 1G ~~o~ `f~~,I~~A~E ~~~L~1~:i~~i - - ~ ~ ~ ~ , ~ ~ ~ INSIDE FACE SHALL BE SHALL BE ti, ,
: ~ ~ / x' ~ GROUTED SM001T-I. DO 00TH. DO ~ , V y
~ ~ t ~ fi = l NOT DAMAGE MANHOLE. ~ ~ ~'1 t e, ;MANHOLE. ~W_at~(~ w,~ ~ ~
yak ~ r > ~ f
~ - ,j ~l~~G G1T1` OF REMOVE DIP _ ~ k ,f ~ rtr ~ ~ ~ WATER LI SEi 1 ;i ~ _ t G`~ ~ ff I~~t_LI"rl 5~,lUI ~RP~ . _ 1 i _ , 1~.,~' ~~r~;~J~ t` ~r~~ ~ ,
5~~~ (L L ~ . ~ w ! - ~ _w. } SHEET 8 FO /NEW ~ t c, ~ ~
.l Z~?~~. ~ F~~Pr~~;~l~t~~ ~Uh~~F~ ----_._ti,~. S ~7 ~ ~"`v ALIGNMENT. ! 1 / c . ~ ~LJ~J \ J ft f ~ 1«n vv 4 ( \ ~ / i ~ ~ ~ tiJ i~ ~ A "".~-~„__---sue 1 J ~ ; ~ 4 ~vJv 1~ ~ r O
~ ~ . li ~
~ ~ , ~ ~ ~ 1 ~ REMOVE SIGN. REPLACE WHEN ~ 1 ~a• 1 (~lr ! ~ . ~ k_
r CONS UCTION OF CU T / f ,
~._.....m--'..._-~,-_-_ IS C PLE1~E I ~ l ~ , r r, (
~ ~ ~t ~ \ ~ ~ ~ I v i { j 1 ~ • ~ ~ ~ ~ REMOVE 81 ' ~ t ~ r /
d ~ ~ 0~ I 0 i I , ~ ~ R OVE r ~ ~ ~ „n ~ ~ LF OF 8 i ,LIMITS OF DISTURBANC ~
, 3 C~i, \ i' , ~ CONSTRUC110N FENCING ~ ONCRETE ~ ~ ~A~~ ~ ~ ( ~ CLAY SANI A ~ ~ ~ J" , i ~ ~ l r ~ ~ ~
HEADWALL ~ ~ 4, SEWER 1 GRAVEL FO ROA~?~ NOT ~ ~ ~ ~ r ~ o °
SHOWN FOR CLARIT` ~ 1 ~ w8i..o, ~ Apr 7r`_i( p7~!' j
~ . f ~ `i l ~ k n ) ~ ¢ gWrn ' ~ 1 V! d. _ i,... .1 1 ~ t 1 I Y,~..-»"~~1~,~ a ` 1 ~ ~ ~ ~ ~ J 0 f j f M~42~
r j" ~ / ~ r r Ij 1 1~ 't,,F ~ / ~ ~~1 i ~ i~ i ~ ~ ~s Nam ¢ a a
~V?L..~(.~~ ~'iz~'F;1~4~~7 ;~~~:r~N~L.~ ~ ~ ~ ~ ~a+ t1 ~ ~ ; ~ GAS T0~'B k j ~ h ~ , , ~ \ ~ ~ i ^ . , r„ ~ t ~ r" RELOCATE ~ ; ~r REMOVE EXISTING TEMPORARY ~Y, ~ ~ >
,~1~~ r !'~~,h~,~~7~,~~ f v ~ ~ ~X~STkh~: x,5' t,ivi~ ~ ; r ~ ~ ; C-,~ ~ ~ c f ~ \ ~ {~Oi~CRETE ~~1L~,D ~?,~~L-' ~ ~ ; ! \ BY O1N S ~ ! ROAD AFTER CONSTRUCTION ~ y p
~ ~ N~1,=x-04;1 ; z, ~ r ~ _ , ~ r ~ OF NEW BOX CULVERT (SEE l ~ ~ ~ ~~3` PUf~~I~ ~ 1~~ ~
I ~ S' ~ ~ , - ~ ~ ~ SHEET 8) AND APPROVAL OF ~ ~ ~
REMOV 28 ~ ~ RAVENWOOD DRIVE TO BE ~ ~ ~ ~ ~ to REOPENED TO TRAFFIC BY CITY ! ~ ~
t ~ F OFr` 15 - f ~ EXI~~~iNG ~ ~ PROJECT ENGINEER. ~ ~ ~ o
~ ~ G , f " sj a Clll' Q~~ f~~tLLIG-I( ~ ~ ~e'
~ t , ~ REMOVE CATCH , ~ ~ ; ~ ~ , ~~(ETAi~Y ;~[~`ds~ ,j `1 1 1
~ BASIN BOX AND ~v ~ ~ , , ~ ~ ~ ~ ~ ~ ~ ~?a~ ~ ~ ~ l e j t
HOOD ~~k \ 'i' (~tC7ELUfr~UiJl`-~L ~XCST!i ` 1
~ \ J , , ~ ~~r ~~tl. ~ ~ \ ~ / ~c \ ~ 1 1
ti l >J a~ ~ ~ ~
~ ~ V r ~ A r ~ Public ~ ; ~ ~ ~ 'r'Y` Sewer Collection /Extension System ~
REMOVE 59 LF OF 60 . RCP ~ Q ~ , ,-'f 36 UVi~ ~ ,
AND 59 LF OF 48 CMP P ~ , , , 0 ~ ~ ~ :~r 7 REMOVE ~ ~w fr.-' The Clty of Rdeigh conemts to the connection and a~tanalon of tno W ~ ~ ~ ~ h qua publta'~ewa system aas shown on thla(~ai. Th motarid and,
y„ 1 l_. ~ ~ 'r' ! ,~,0 GJ , r ~ ~.E i 1._ / r ff HEM ~ CONCRETE ~ i Conetruatton m~naaa uead:,far thla pra~at hall aanra~ to the ~ f ff HEADWALL j atandada and catbne of the qt a P blk Utgitl~ Handbook ~ Q
t t ~ ~ ~ ~ ~j ~ ~ ~ A -~1~1Vi: i 1'~IP~~1i~lr~~ CkydRdeigh 1 ~ ~ 1
. ~ 1 f 'u a I -~'-J`~ ~ r' ~ -'7 r t ~ I ~u ~"t~ ,l ~ - , Pubib Utiftke Department PprmH i
~ 4 ~ ti y ~ ~ ~ h r 4G~_,.7 , ~ ~ AutbarlmDan is Construct ? 1 ~ ~
vY _ ~ f , Otis`- ~ ~ , ~ --.1 f ~ S~ EL ~ ~ l ~ ~i ;v\ x` ~ i Dote
~ r
Q ~ i is f d ~ ~ / j/ 3 b \~F ~ ~ ~ / Public '4 ~ l ? Woter Distributipn' / Extensiq~ Systerr~~
~ ~ ~ ~ r ,~9 ~ ' ~ E..., O`
a ~ , r ~ ,'i ~ ~4 ~ The Clty of Raleigh consents to the connectlan and extarrolon of the ~ q 1 ~ ~ Cittla pubitc water system as down on this ~an.1 The materiel an Z
rt ~ , ` ,l Canetructlan methods used fa this pro~t shell opnform to the 3 j etandarda ~d ~edflcatlons' of the qt s Public Utilft?es Handbook ~
r I ~ ~ ~ . Cv ~ ~ ~ qty of Rdalgh I ~ ~
I ~ ~ ~ ~ ~ Pumk uun>se o~ant P«mit ~ ~ .1 ~ try ~ ~ O
~ l , f ~ 1 ` ~,,t~ \ ~ k ~V ~ ~ ~ Autharlmtian to Construct ~
{ ~ . ~ ~ ```v v \ \
1 V t t"l F~ ~ l? 1..1 if V ~f ~ t~, ` sX"a73Y}s 4Aa(Lit?}1X~• GiiY , ' \ v~ \ ~ t",. v. ~ ~
D~ ~ ~ r~~ i~, 1 1 t UNDE ROUND S ~ ~ \ ~ ,r
~ ~ ~ ti~~ ~ ~ ~w ~ ~ ~ ~
~'l~I~~I~~~'~'~~ ~.l?~, i ~ GAS 0 BE v,~,~ ~ ~ f ~ ~ ~ ~
~ ~ y ~
~ ~ t ~ F 1 L 1 ~ t ~ , ^ ` ~Ji'' ~ ~ ~ r ti~ / t ~y" ' ~L ~ 1S \ \ ~ ~ (1/ ~ ~ A G.L„ t(
. t Spy i ~ y y~ I `y ~ ~ ~ j 1 f \ y ~'s~ ~ I~ ~1111I III/ ~ ~
~ 5 ~ ` ~ \ F~ ~ N CAR ~~%i ~ j~ ~ ,
1 r\ i ~ J F i f J / ~ ~ ~ ~ ~ l ~ ~
~(~~lE 2 ~IP~RIr1N ~ ~ i~~ f , ~ ~ , . ~...I a ~ ~ ( ~ 1 5 ~ ~o, , , ~ ~ - v v
~ v l ~ , ~ i ~ , ~ ~ ,
: • / l ~ i ~ j ~ ~ ~ ' ~ Gt~uui'J~1E,1~~ ~l~i~'~ E ~ ; , , STA. b+69.59 ~ ~ / - O
~'~:;,~1'~;;~~::~~::;~;~:~:~~y LIMITS AF DISTURBANCE ~ ~ f ~ SAWG~IT AND~REMOVE ~ I ~ f / k k ~.~`~~~~T~`~~:'~`~-. W C NSTRUCIION FENCING ASP ALT PAVEMENT AND, ( ~ ~ ~ l ~r ~ ~ ~ ~
C ~ ~ CUR AND GUTTER. I. ~ ~ ~ ~
~ ~ r, ~
,1 1 ~ . ~ . ~ za ~ ~ ~ ~
~ ~ ~ TEMPORARY r t r ~ f ~ ~ ~ \
~ ONSIRUCIT N ~ ~ ~ o ~ +i 1~` ~ - ~~NE
, ~ ~ x ~ / ~ ~ \ i ,l / ,k - , PUBLIC ~
~ ~ ~ I W D i~,VARIES) , s ~ ~ ~ i ~ ; jl ~~v, ~~u' l UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND
i ~ f \ ~ ~1 j ~ ~ I ~ ~ r ; . t GRAVEL FO R D .NOT ~ p ~ tl / ~ ~ ~ ~ ~ , 1~ s HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY THE CITY DATE: MAY/07
~ k J i U, ~ p € ~ SHOWN F CLA 1~ ~ ~ ~ t~1 .t~ CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE''CITY OF RALEIGH AND SHALL BE ~ri ~ ~ ~ 'ti't ~ ~ SO INSTALLED UNLESS A A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC DRAWN BY: AHALES
' . tit--"~..- ~ i ~ t ~ j ~ ~ ~ ` ~ ~ ` f,~,}S ~ ; SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FlNAL ACCEPTANCE.
,t " ; 1 % ! ~ ~ ~ ,k t t k / ~ ~ ti f . ~ ~ ~ ~ . ~~~~1 ~ ~ SIGNATURES: l~''1, r~;'~ , , CHECKED BY: JLL
~ ( ~ ~ j='~~~ ~ ~ ~ City of Ralei h t
_y~ } ~ ~ CHIEF ENGINE~R ~ ~ ~ t~ ~ REVISIONS
~ ~ ~ ~ s i t~~t1 PUBLIC UTILITIES
~R ~ SAW CUT AN EMOV ~ , f ~ ~ ~ ~ ~ ~ N0. DATE
' ~ v, GUTTER AND 6 OF ASPHAL ti ~ ~ ti' ,~af t ' Y~~ ~ { ~ TRAFFlC ENGINEER LIMITS OF DISTURBA C~ ~`~~t
~ ~ ~ ~ e 1 ~ , ~ CONSERVATION ENGINEER
t t ~ ~ ,
n n STA 0+12.21=' l f ~ rr ~'~;(~"~~"~r~-_ ~ t / A BASELINE ~ ~ ~',k,r, ~ :a , ~ ~ ~ N E ~ °i , 7 ~ , t ~ ~ 0~ ~~~t'.
ROAD STA 2+36.84 ~ ~ ` ~r~' ~ 7 ~a_~,,k t ''~~~..1~,,~~~ ,
- ~ ~ ~ ~~t 1 ,c~~ a ~.b ~ ' ~ ~ ~ NOTES SCALES
~ ~ ~ ` ~ ~~~t ~ 1. ALL TREE LOCATIONS AND SIZES ARE APPROXIMATE. i ~ , 1 "=10'
I Irk, ~ ~ 7 ~ ~ J ~ ~ ~ ~ ~ r ,lti~f, fit r~1w,, 4 y i l ~ ~
r„~ f 1 ~ ) k p~y .r ~l - r~ r ~ ~~'t ~°~°~~e 2. NOT ALL INDIVIDUAL TREES. TO BE REMOVED ARE ' ~ z~ SPECIFICALLY SHOWN ON THESE PLANS. PROJECr
1 / ~ I ~ ~ ~-f ~ 73116900
5 ~-a ~ ~ ~ ~ ~ 10 0 5 10 20
~ ~ y ~ i _ ~ ~ SHEEP N0.
~ni 1 4 7 OF 17
- - k ~ + I ~ SF ~ ` ~ vy ` 1 INCH = 10 FEET DRAWING N0.
l 7 ~`1f ~ l I I
I ~ t ~f t ~ t

1 \ ' ~ ~ CON 410.1; 409.88 EP ~ 4 ~ ~E ~
~ ( ~ ~ 410.45 CL
~ ~ \ ~ ~ ~ , ~ ~ 7 ~ ~ i / \ / y ~ i ~ . 1 BASELINE STA 2+06.37= r,,,v~"-°-~ ~s ~
0 1 E ~ ~ ~ ~ ~ ~ 1 ~ L ~ ~ , ~ ~ ,~r ~ ~ ~ ~o ~ ~ r ~ ROAD ROAD STA 0+00 ~ ~ ~ ~ , ~ ~ ~ ~
~ r ~ ~ _ t,~:.~~..
410.00 EP j 410.00 EP y,4 , ~ ~ ~ ~
_ _ f ~ i i s / 410.29 CON 410.29 CON ~ ~ ~ ` ~ ~
~ ~ 1 ~ ~4'..`.'.'.,'..`.~'..`. ~ .I ,r 1~~ °.t p ti \ ~
w S L ~ ~ O ; ' .4 `,ti
~ ~ l ~ . i~ ~ i~ I w / ~ MATCH NEW C&G AND ~ U
n t l f ~ ~ - SEE INSET A / ~ 0 r 1~r' ASPHALT PAVEMENT TO k ~ ~ a
\ ~ FOR CONTINUATION >a'' ~ r-- % EXISTING LINE AND GRADE. ~ ~
~ ~ _ ~ 1 ~y
~ 1 i i l
-3 . i rt r- ~ ~ ~ / r C 1C rOC}T`r~~~Jr~CC: L~~'~S~w9~~i ~.~._~.a,_~. i A ! ~ r` ~
~ ~ r ~ ~ / i ~
~ . \ ~ ~7 - I POWER POLE
~ ~ ` sj ~ 1 RELOCATED BY ~ ~ ~ 1 ~ ~ D B ~ ~ ~ d ~ ~ U
~ ~ I~TING ~0 CITY ~ ~ I , ~ X ~ \ ~ OTHERS
~AL~ ICN 5t~l~li ! AMY ~>>t+t:F',`~, 0 ~ I 1 ~ c3 r j ~ t ~ y C C CATCH BASIN 110 r~ ~ r 1 t ~ f t~ ~ r W W ~ 1 ,SIN #110
~O~d~: 2 I~~;~i~i~ E~~1~FER ~ , ` ~ " ~ THROAT EL- 09.20 t r ~ w TEMPORARY ~ Y ~ SEE DETAIL SHEET 14 L= 09.20 ~ ~
~ J ~ ~ CONSTRUCTION t~ L SHEET 14 ~~"1;`e, ~
~ ~ ~ EASEMENT TYP y ~ , ~ ;
~..,r ~ y , ~ 1~,~, ~ , c
~ / 1 ~ 1'~~ ~P'~(;-a~=4t~~. r''? Ind 41, 1 ~ \
1 ~ ~ ~ ~ ~ t f CURB INLET ~ ~ ~ SEDIMENT FILTI URB INLET',, ~ i;i,~~~ ~,,~3.~~' IP~~'~l. / \ ~ w DIMENT FILTER` ~ iFi~G) ~~_~i.~? I!~`'v. 1` I ~ a
~ LIMITS OF ~ .E DETAIL ~1 ! U[.11~~~~: ~~01. ~ '1 ~ ~ ~ ~
DISTURBANCE r~ , _ SEE DETAIL ~ ~ SHEET 10 BEET 10 ~ ~ ~ t ~ t~-, ~ lt~, t ~ ~ o ~ ~ ~
W/CONSTRUCTION FENCING t ~ - ~ / VV~~_Lit"~~V t~~.~..~~t!'i ~ j 1 z~~ DROP INLET #10~ ~ ~ i ~~>f-~~~ ~i~~ ~ ~ ~ ~gwz
~ ~ . F NCDOT C SS 2 ~ ~ 20 LF TIE EXISTING 15° R&P bX.= f~;r ~ _ _ ~ ~ ~ c
~`iC • r~ RIP RAP SEE DETAIL ~ a, ~ . ,f ~ c ; 15 RCP PI PROVIDE 0.2 FT DROP~I4SI~ E B~0?~: ~~~'~~~'t ~ _ " i ~ ~
cJ ~ ~ \ v\ , ! SHEET 4 RIM=409.60 ~ + , f ~at".~ ~ - ~C; r ~ ~ ~ ~ ~
p r \ t ANDRAIL-SEE ~ / 1 h ; A APPROX. INV.=4041 (FIFE E~IFY)~ ~ 1 ~ ~ o
~t 1 - ~ f 1~~~- ~ O DETAIL SHEET 14 SEE DETAIL SHEET 13 s, ~
~ ~ ~ ~ G~ ~~---GCS' Fti~E~IC TIE 15~ RCP TO BOX ~ ' ~
~ j s ` \ ~ CULVERT WATERTIGHT GROUT t 1
r , r r, 1 ~ ~ / j ~ S s S ~ ~ 1 e N ~ SEAL THE CONNECTION. ~ ~oi~~ p
E / MATCH EXISTING SLOPE OF i •®,~!.r =uXiSTiE~iC~ ~~u' ~ ~ •
I~ ~ ~ ~ ta~,~ ~ v^ / ~ \ 1 C11~Y ~F ~ALL~~N ~t UPSTREAM PIPE SECTION.
r ~ 0 ~ Sr~NiT~,~Y' ~<<.ut+~~ APPROX. INV.=4031 (FIELD ~ I
t , V ~ EALiL[~E1~ N~.R ~ IL\~~ VERIFY) ~ ~ I'"-
\ ~ G r / \ ~ \ 13P~ 1 ~GC1 ~ t~, ~ ~ I~I
j ~ ~ A I~ M \ CATCH BASIN X120 ~I ~ W
\ ~ ;~t / S \ i ~ II THROAT EL=409.20 ~ ~ ~ ~
f ~ NEW CURB ~ l~, SEE DETAIL SHEET 14 4, ~ ~ ~
AND GUTTER ~;f ~0 ~ / ~ ~
~ P 1 ~ t / .
~ I • ~ ~ ; 1` , PERMA ~`-PERMANENT ~ ~ Q ,,f 1~~ ~
` ~ i ' s ~ ~ ~ DRAIN ~ ~ 1 ~ S i /E ~ l / l ~ d t 1~ DRAINAGE ~ ~ ~ ~ , ,,,J
; , EASEM / .K EASEMENT f---;~C)i~~l I,i~'tFl~~~N I
TM-~ ~ ! STEP POOL
SEE DETAIL ` 1': i ~ ~ SHEET 13 ~ / Public ~ ~ ?
I a a Q~ ~ 'u-~.._--..._ ~ 1 ~ ~ try ~ ~ t ~ ~ \ 1 l ~
..uj / ~ j f i^` ~ ~ ~ / / l~ Sewer Collection ~ Exten~slon System~ti <C ,t
/ ~ % The Cfty of Ralel~ consents to the aannectiai and extanalon of #~e j Cfty~e public sewer system ae drown on thle'plan. The material and ~ \
/ ~ Conetniction methods used far thb pro ct shall conform to the standards and epecifkwUone of tha Clue Pu Ic Utgitbe Handb
COIR MATTING, ~ j ~ ~ ~ ~ ~ ~
i ~ (TYP) SEE DETAIL ~ ~ uta~ a~artmem Permit ~ ~ ~
~ 1~ ~d t ~ i~` GAS ~ a SHEET 12 ~ ~ ,,,J ~ Oi 't ` Aatharimtkn b Cwutruct I
-~y ~m A~~ RELOCATED ~ / ate ; i l
L. ~ T ; ~ °--~~p ~~~f, BY OTHERS w, ~ / ~ i a ~ ' ~ U (n
j1 ~ y J~ J ~,~~1`ll 'ti f 1..~t~11 Y c;~i'1 A '..OX ~~UY \ S7 Nt; M IW ~ ~ ~ ~ ~ ; Public ~ ~
r°' 1 J` ~ ~ ~ MATCH NEW C&G AND ~ r r~ ~C~ ~ ~ / CURB INLET ~ ~ r~ ~ ~ ~ ~Wpter Distribution ~ Extension System
~ ASPHALT PAVEMENT TO ~ ~ r ~ ~ a f V ~ SEDIMENT ti~ ~ , The City o} Raleigh coneanta to the cannecti and extenebn of the ~ `
i~~ EXISTING LINE AND GRADE. / ~ ti FILTER SEE ~ Cite ublk water e ' ~ \ ~ p yetem ae shown on this' Ian. the material and , ti { ~ Conetuction methods used for thb protect a all conform to the ~
~;~vI~N, IBC; ~ ,J~ DETAIL \ \ ~f~~ ~ ~ ~ i,^~, ~ etardarde and epecMiwtiane of the Cite Publtc Utgltlee Handbook. ~ W 4 ` ~ ~t ~ 1 sty ~ Rdei~h ~ ~ Q
SHEET 10 ~ ~ - C~,,? ~t ~ ~ ` Pubec Utgltka,Depa~tma~ Pamdt ~ ~ ~
~ x ~h J ~ l ~ ~ E HANDRAIL-SEE ~ ~ % 0 ~ ~ Autharhatia~to'Canebuct \ ~ Q,
DETAIL SHEET 14 ; ~ - ~ ~i°~ ~~r ~ Date ~ ~l
ZONE 2 RI~'Af~lA~1 ~~7~~~~ f ~ EP~408.48 x ° _
/ } i CON X408.84 ~
~ , . ~t ~ ~ ~ , I " 409.1 Cl ss ~ ~ t ~ 1 ! ~XiS1~ll~[G 1~- ~~~~~~~.~.~F°~~~ ~ t ~ f r 408.49 EP - L t ~ ~ ! ~ c C
r:; / x~ / F E C I ~J~AII~;~;Cc ~ ~~n ~~t
1,,. , I ~ ! ~ ~ ~ 408.82 CON ~ } t" LIMITS :OF DISTURBANCE ~ -r i ~ t ~ , " ~ ~ s ~.A`~E~~t~~,T ~;.~wi ~°`~I:';.:..' . ~ i 1 ~ I ~ ! 1902 PG ~o,
~ ~ ~ ~ 1 W CONSTRUCTION FENCING ~
~ ~ f` r ~ ' ~ " . ~ ~ ~ ~ I 1 ~ s ~,~--y ~ ~ ~ ~ .moo. ~SS " 2~ II''''
INS. = --ZOi~E 1 ~IF~~~l~f~1 ~UrFCR' ~ ~ ,r I , S ~ ~ ~ ~ ~ 1 ~ ~ ~ t ~ ~ E i i ~ ~ ~ ~ y'.
,0 ~ ~ ~ ~ S ~ ~ 1 I
TEMPORARY ~ ~ ~ ~ ~ ~
~ , ' ~ ONSTRUCTI N , ~ ~ ~ i " l I, ~ _ " i f 0 ~ ! ~ LCl~~4_ I - •a~ ~ ~ ~ ~c~• •5~.
~RIr~N ~ A~.:;..::;~:~:~::. ID VARIES ~ ~ ~ + i~ ~ RIB ~ ~ t~ ~ ~ ~~i~q~t ~~tJ~~
J~ I I J 1 ~ ~ j ~ ~ ~ ~ U V i- I' C..
1 ~ t ,~i ~ r ~ i ~ ~ , ~ ~ ~ I ( ~ ~ ~ ~ \ ; ~
~ ~ ~ ~ , ~ ~ ~ ~ ~ t " 1 / a ~ ~ : ~1 ~ ~ ~ orzawN eY~ AHALES
. ~ ~ ? ~ 1 ~ ~ ; .r r / ' i FJ ~ ' ~ PUBLIC ctiECKED aY: ,J«
r r f ~ ~ i, ~~~E«.. ~ ill , ~+r 4 ? ~ UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND REVISIONS
~a , ~ ~ : ~J + j ? ~5- ~ ~ ~ ~ ~ ~ l ~ HANDICAP RAMPS ARE TO 8E CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CITY
trK:-~~~~ r F % ~~r i \ ~t ~ ~ ~ i~~~ CODE. THESE FACILIIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE N0. DATE t SO INSTALLED UNLESS A A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC ~ ~
~ / ' ~ ~ 5 o ~ , J ~ ~ i r,,~~, SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FlNAL ACCEPTANCE. i
F , N H ' ~ % " ~~.v, , ~ ~ ~t ~ 1 l SIGNATURES:
ETA ~ ~ i IN f~ r f t f ~ / ~ ; ~ r ~ ~ ~ t ~ City of Raleigh
n_ i ~ ! ` ~ ~ ~ ~ ` ~ ~1,~~,~ CHIEF ENGINEER 0 ~
1 BASELINE STA 0+12.21= uC I ~ 1 \ 11E TO EXIS 11E TO EXISTING 1'~1 ` ~ Pueuc uT~uT~ES
~ ' f ` ~ CHANNEL IN ROAD STA 2+36.84 MATCH NEW C&G t, `~-\,J.~:,. I ~ / CHANNEL INV. h, ~ ' SCALES 'APPROX. EL.=403.0 ~ ~ ti~~~t TRAFFlC ENGINEER
1 f ' PHALT -~%y APPROX. EL ~ AND AS
_ ~ ~ I PAVEMENT TO ~ " r EXISTING LINE i~V~`f~~~ -4~~1~ ~~~~C.. ~ g t u=10' t ~ ~ CONSERVATION ENGINEER
z ~ ~ 1 F y~` ~ ~idV. BEd-~,0..:. 7 r ; AND GRADE. 5 / e - • ti~ l ~ PROJECT
il~'~~. CUT=~u~,b~___-~. ! ~ f ~ ~~i.~~7~ rev ~ `~1 v„y ~ ~ ~ ~ { 73116900
~ ~ ~ 10 0 5 10 20
~ E ~ .1 7 r" : " fir'! ~°t ^ ~ ` l l~ SHEET' N0. ~ ! ~
" ~ ~ ~\G1 , ~ a _ ~ 8 OF 17
~ ~ ~ 1 INCH = 10 FEET
~ DRAWING N0.
~ + ~ ~ ~ ~ 1 8 f
`'t 1 ~ ~ ~ 5 ~ l ~ ~ _ a I i~ ~

o ~ :PR,q.:: ~ :CUT IN:. ~ ~ ~ / 1 MATCH NEW C&G AND `~c~,~4.~,
v ~ p,... A ~~`y ~ 5~~::~.G,~T ~~~1~AhV~' . t ~ j l 1` ,.-~l ASPHALT PAVEMENT TO ~f EXISTING LINE AND GRADE ~ ~~h'\.~
r;~- BASELINE STA 2+06.37=
~ e \ ~ ~ ~ Q~ C ~ ~ ~ ^ ° f ~ h~ t ~ ~i t ROAD STA O+IJO `U~ x
o i / ~ . ~ i ~
c~ TOF~ OF ~7,i .h ~ 0`~.~.~ , .
~ ' 4 s ry J, _
- - ~ '1 \ , , , ~ r ~-I
~ ~ CONNECT T ~ ~ ~ / / ~ EX. WATER M' N ~ ~ ~ ,~..~~U 1 o I
~ ~ ~ 6 RESTRKIN , ry
p SEE INSET A ~ ~ JOINT P ~E 1 ~ t4
~ ~ l 1, - FOR CON11NUATION ~ ` / t~~, ~ ~ r r
x, ~ is ~ / PROVII _Oi~C ~ ~'(~h1t~Et~„~I ESE~FErR ~ - _ ` 1 PROVIDE 6"x6" ~ `~c, `o
t, TEE F / ~ h , / BYPA, I1 /TEE FOR ~ ~~;i ~ l BYPASSING ~
w _ , _ I ~ ; ~ I ~ ; UOT ur„~'~li~1AGf~. ~'A~E~h~~.ti 1 fi 1~-; ~ ,f ~ ~ ~ f ~ ~
~ r, E ~ ~ ~ ~ ~ i 14 STEE ( ~'~-~tt1>~ 19v~ r ,aJ. 14" STEEL ti
~ ~ 1 ' ~ ENCASEM r E ~ ~ l ~ y ~7 / i ~ ENCASEMENT, ~ ~
STA: 1 63 i ~ ~.,d , ~ ~ / / ~ " 4 . ~ ~ ~ 59 LF $ x~ OFFSET.;, 26.20 c~ 59 LF 8'x4' ~ r N
~ _ / i s~`~< / = . ; BOX CLIENT / ~ t BOX CULVERT. SEE ~ ~ o
EXi~, LINO ~-0' ~;ITY OE ! ~ r``°, DETAIL SHI 1 0 c.~ DETAIL SHEET~14 & 16 t° `o ~ v
~ALEIGN ~ANIT~~~ ~E~ m.,~ . ~ / o~ y ~ ` S 1 +5 ~ f ~ ~ • 60.5 LF 8x5 60.5 LF 8'x5' ~ o
EASEit1,'mN f ~E2 8P~ 10h0 i'G / ~ ~ - ~ ~ : ~ ! BOX CULVERT ?ONE. u_ RI~AE~AN ~,,~F~~R '~'~„~r28~ ~ FSET: 2 75 y ~ / BOX CULVERT. SEE ~
_ ~ ~ t f DETAIL SHEE ~ LIMITS OF DISTURBANC ~ ~ STA: 1 +41 DETAIL SHEE 14 & 16 ~ ~ P U b ~ I C ~ ~ ~
~ ~ W CONSTRUCTION FENCIN ~ • ~ ~ ~ ~ ~ , OFFSET: 1.21 ~ ~ i ~ ' ~~''v''"~~'~i`~~`~ Sewer Collection /Extension System
~ , ~F~~ v~ 00.17 ~ 03.85 V ~ ~V I,r1 i~(Aj= ~~02.i2 / t .
62 LF 8 BOX 3 . o fI f. INtC) -~01.~7 r l The City of Raleigh consents to the connection and extension of the ~ +J'1~57 / 1, City's public sewer system as shown on this plan. The material and W
CULVERT SEE DETAIL ® ~ , ` a 1 SHEET 4 & 16 6 t0° ,a"~i~f. OJ I--~O~. ~7 ~ j . , ~ Construction methods used for this pro'ect shall conform to the ?
t 1 "e. 4 ~ J j t / ~ standards and specifications of the Cit~s Public Utilities Handbook. o
r s,~ ~ ~ , 1 j 1 O ~'-N City of Ral~gh o z ~
~ ~ ~ Public Utilities Department Permit ~ ~ g s
/ ~ ~W`oZ~ Authorization to Construct c ~ ~ a z
.S,° ~~0~ ~ ; am¢aa ui
~C` Cr~~,~ < i ti~ \ ~
CULVERT UPSTREAM DOWNSTREAM BARREL '~V~uy~,; ~t CATCH BASIN ry I ~ o BARREL INVERT INVERT SIZE ~ STA.1+44.89 ~ ~ t ~ \ Date
OFFSET 13.80E , A 403.85 403.20 8x4 ~ u ~ Publlc
6 RESTRAINED' ~ G 9 ( / s ~ ~ Water Distribution /Extension System ~
B 402.85 402.20 8x5 ~ `~OHd~ .~leE i ~ s / ( CATCH BAS'1~1 ~ATCH BAS'1~1 ~ „o'~ ~
403.85 403.20 ~ , ~ ~ STA 1+28.41\ C 8x4 L m M 9 The City of Raleigh consents to the connection and extension of the ~ TA 1+28.41 ~ ~Xi51IN17 =1i~` ~ City's public water system as shown on this plan. The material and
. ~ RECONNECT EX. ry OFFSET 12.05 iFFSET 12.05 CI~(Y ~F ~;;~,L~l"N `I~` Construction methods used far this proJect'shall conform to the
~ SERVICE TO NEW ~ ~ C~ \ S,~N1l~~,I~Y ~C*Vvr~l-~ r~ standards and specifications of the Citys Public Utilities Hondbook.
~ ,WATER MAIN ®G / ~ \ ~ ` 9 L ~ ` \ ~~C-~`~C~f~Cmi~ i C~CmR ~~~1 I`-- t City of Raleigh
PROTECT WATER 4;,;, 'A F ~ ~ 'A ~ STA: SERVICE TO 904 ----s>., F ~ ~ STA: 1+31 \ I~ \ Public Utilities Department Permit ~
~C. ~ OFFSE 'RAVENWOOD DRIVE ~ ~ ~ ~ OFFSET: 25.2 \ Authorization to Construct
AT ALL TIMES ~ ~ f ~ ss ~ ~ ry HEM HEADWALL
~ ~ ~ ~ INSTALL BLIND PROVIDE 6 ~ ~ ~ ~ r~ Date r
Stu ~ FLANGE ON TEE GATE VALVE ~ C~ ~
1 0 i WHEN BYPASS 9 G ~ 1, FiU?=i chi
IS COMPLETE ~ F / ~ ~
TYPICAL OF 2 t ~ ss ( ~ ~ PROVIDE 6X6 , o / ~ ~ , ~ ~ PERMANENT ~ ~p J r 7(~~~I~ 1 ~,l?~,~~Ei`~
i'"`°`'---.. TEE FOR BYPASSING ~ ~ ~ ~ ~ ~ 403. / ~ DRAINAGE ~ t f
~ . ~ d CONNECT~TO ~ ~ s / ss EASEMENT ~ ~
EX. WA R MAIN J Q~ 1 ~ s ~ ~ ~ S / ~ r \ ? 1
TEMPORARY `1,
t CONSTRUCTION/ ~
d ~ ~ / ~ i ~ ( ~ `1 ~ EASEMENT ! i
w.. ~ ~ . ~ ~ STA: 1 +20 ~ ~ d l 20 ~ i~ 0
M1 _ ~ m~~~ ! ~ o, OFFSET: 23.69 23.69` ~ ~ ~ y
~ .u ~ ~ PUBLIC , ~ ; ~ ~ ~ ~ ~ 4z ~ ~
UTILITY INSTALLAl10NS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND ~ Y" \ l~
HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFlED BY THE CI1Y ~ =~R~`~nr ~
CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE , ~ SO INSTALLED UNLESS A A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC ~ era~r;e rr~E~~ox- t~,i,I \ ~w~~~~
SANITARY SEWER EASEMENT'S ARE TO BE RECORDED PRIM TO FlNAL ACCEPTANCE.
t ~ / SIGNATURES: 1 STA: 1+09 ~ 1 ~ ~ \ ~ w
Cit of Raleigh ! OFFSET: 22.10 ~
CHIEF ENGINEER ~ ~ 1 ` ~ ~ ~ Q, ~ ~ \ `
/
PUBLIC UTILITIES ~ ~ r EXISTIfJG MANHOLE \ Q ~ °ti ~ INV. IN(A)=401.16
TRAFFIC ENGINEER ~ S ~ w ~A) 30 ( INV. IN(B)=401.49 ~
~ INV. OUT=401.16
10 CONSERVATION ENGINEER
f -~.~cy.l rz-1___. _1~ ~ ~ ; i L,4~,~I,NG ,4. ti, vas
j ('l.Jl~ i I~~tAI ~J~IiC_ ~ LIMITS OF DISTURBANCE O 7c.
\ ~ 0
~ t ~ ~ ~ ~
~ ; ` A
~ ~ ~ ~ i ~ ss
\ i 1 j r ~ EXISTING MANHOLE .`.~`l"~.::..::::; ~ / ~ f INV. IN=401,87 S u ..,r: ~ r , , ~ ~ ~ ~ 20 S ~ l ~ w~ ~
~ I 1 ~ r a J '1 ( INV. OUT=401.67 ~ 20
~ •V ~ i ~ ~ \ _ rr s _~.;..1 , ~ ~ i ~ I ~ N . ~ ~ ~ ~
~ ~ ' ~ r I i ~ I i ~ ~ CJ 1 "oti ~ ~ r ~ t I 1 s RIa . `1 .__~(.r~~1L- "I ~'{PA~iIAN ~~.1~`I-ti~ ' ~ ~ ! + ,I 0 F~ ~Ir ,?,I~~~h,
LIMITS OF DISTURB~Ay1VCE 1 1 ~ ~ r#~EI~ ~ ~ \ DATE: MAY~07
~ ~ ~ ~ : ..,.1 ,f ~ ~ ~ ~f.`1 ~ ~1,~~ 1 f W~CONST ~'~TI N :FENCING U . 1 t t 1
. ~ ~ t / F. / ~ ~ ~ ' , DRAWN BY: AHALES
10 TE PORARY , ~ ~1 , ~ ~ ~ ~ ~ ~ `i \ ~ ~ ~ CHECKED 8Y: JCL
CONS UCTION ~ ~ \ f ~ ~`tr(
~ 1 % ~ ~ + ?f s ~EASE~ENT ~ f ;,r ~ q. . ~ ~ ~ ~ J e, ~--~O~.r._ 1 I,f~'A,,I~,~'J ` ~ ~i.. ~ REVISIONS.
«r ~
4 ~ ~ n ~ ~ -1M,.._, ~ ag Q ! t ! ~ ~ ~ o~ { J i' ~ r-~~~ ~ '1 ~~~~~tllllll~~~~~ N0. DATE
~ r ~ ~ o, CARp~ ii~~
~ , . ~ l 1 ~ ~ ' I A ~lr~o
~ , , ~ r ~ ~ ~ ~ PERMANENT ~ \ ~ ~ `7 = SANITARY SEWER ~i \ FOf~PE~tI1~~A LY
s ~ ; 1 EASEMENT ~ ~ ~
~ D~,i fE :T. BASELINE STA 0+12.21= ~ ~ ~ , I 1
/ ROAD STA 2+36.84 ~ ~ ; . ~ s ° °°~o?,~ SCALES
/ r ~
~ ~ ~ ~ t ~
~ I / ~ ~ t ) t ~ ~ PROJECT
Iii-~ 8.,, ~ 11 n n INa~. INS 3.74 j~ / ~ , ° 73116900
I ET I ~ _ ~ I~~~. c T- ~~~3.~~ ~
10 0 5 10 20 _ ~ SHEEP N0.
1 ` r'.4.~ t 9 OF 17
t ~ ~ ` 1 INCH = f 0 FEET DRAwiNC ND.
I{ fl ~ If i / r ti r o. ~,V

~ I s

i
y J i
I V11- } U U W tr~QZ ~ .ASPHALT PAVEMENT PATCH ~ ~
w } ~ m0_a p~q m 7 aaW~ G~VZ 2
lai W ~ WW ~~~Z O~a{il O Z EXISTING PAVEMENT NEW I-2 ASHPALT 2' MINIMUM EXISTING PAVEMENT O
=Z~ ~ ZO =~WO: dCO~ U ~ I W ~a~ oop~+ z ~ p iv N I- K}W W li.(A r~pS OZwZ ~ ~ z z p
VARIES ~ ~x~ ~ zW ~W~ ~~~p m w a o w D: ~ o L
o~~ Op Fz awF~ 0~0 p o~ zF U< ~Wp ;poQ .:.:.:.:.:.:.:.HE~.;A~G.1~'; M,~iI~IJM.>?~P?N.;.;.:.;.;.;.:.;.' ~ ~I
x o00 m w a >0 3 a~ ar~ ~w ~m~m WZ5 a Pa U
~otn z~ a N zo o~oZ ^r ,BOD- < W Wo woww N ,zcn
I-z~, ~N U wF ~o~rzn ~°aaa 25 FT 4 °p
~N~ >rr WZ z~W3 z~wz~ .•i'•X a 3 -w ~ wo ~ W o:~ o~oW zomcpn~ i~•'i liE TO EXISTING
a w W stn Y~ ~ oy I-m ago z ~ , o: ~ ~ a ~ w z z ~ ur coi m w w - GRADE (TYP) E 4:1 SLOPE (TYP) I '
- ~ 2 ~ zo p po I-n,~ ~ ~ rv~ o: ~ a y ~W ~v_t~~a WWZmm ~ i.;°"~ T FT 0.02 ERE NOTED •,;cdpiPACT>:t~ :FILL^'
_ ~ w ~ ~ m ° a-- 0.02 F I FT. N ~ z ~ W ~upi mo: ~~~iz s+'.. 2.T EXISTING SUHGRADE • ~ •
w O o - z ~~o a o M/ . t ,•t • .••l . ; t G~ ~
W ~ W p UI Hp Uwo=y,~m a ~rAN Z : ' + ,
Q ~ • to ~ i a N M ~ Z "ABC
ro 3 c O 8 GEOTEXTILE COMPACTED COMPACTED I ~ ~
~H r ~ FABRIC SUBGRADE ~ U ~ ° w (953;' AASN SUBGRADE
~ w ~ u1 T-980) T-980) ~/0 0~'
o: ~m ~ Lt. Ul
N VQ 00~ M O
O '~i'r° 4 ~pW~ U NOTES:
o W oga NOTES: 1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT. 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSI
F a y'.6• ~ a Nap o ,i .°'.ir^' ~ 1. PROVIDE 8" ABC GRAVEL DEP1H (95% AASF OF AT LEAST 95X OF 1HAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO m °1H (95~ AASHTO T-180). T-99 AS MODIFIED BY NCDOT.
N w m 0!`.: h W vt - oW 2. PROVIDE 2:9 SIDE SLOPE OVER CULVERTS. W z ° ~ ~S•°~`; ° ~ Zsti~u 3. USE 57 STONE FILL WITHIN 2' OF CULVERT ER CULVERTS. 3. THE FlNAL t' OF FlLL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100 OF THAT u°, $ ~ M
a F m a d.r,,s, ~ow 2' OF CULVERTS (ACL SIDES) OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH ASSHTO T-80 AS MODIFED BY p ~ ~ NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTIIU•IED IF APPROVED BY THE CITY PROJECT ENGINEER. o z ~
o > '':l~;"~% Z aay , FROM INVERT TO TOP OF ROAD. ~o: ~ + s AD. 4. THE ENURE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED. ~ ~ ~ 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL THE ~ ~ ~ ui m
ASPHALT BE LESS THAN 2" THICK. ~ ~ ~ ~ p
a d 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH C N Nan a ~ LEVEL PATCH. ui
p ~ ` w ~ "~:i TYPICAL AY GRAVEL 'GRAVEL ROAD SECTION
~ ou, ,w::W ~ N.T.S. •.s. °
2300 Z z wz {.~,.tiy'"r, < O z - Z O ~ is S• Zp p {gyp is t 0: a
O W i' . Vl Z ~ to ~ ; 2'. "I ° W rA „ i O J Z til 00000 z '~i sM0 v. '•R ~`n' ~ Q_ F
w NN ,.}..,Ip a W e7 . t X s"e~°oe'i. p
- ~ S31iT ,~n : " W iii
o CITY OF RALEIGH ~'~,•,,is;;:n• ~~tr,~;s*,,;~~ CITY OF RALEIGH CITY OF RALEIGH
w y PUBLIC WORKS DEPARTMENT ' ''•'tf `°'•:..F: PUBUC Wf~?KS DEPARTMENT PUBLIC WORKS DEPARTMENT
a„ vt REwSIONS ua~E: Darr: DRAWN BN DRAWN "`7
w w o REVISIONS DATE 7/s/oo o~aaN ,r~ REVISIONS nA~e 7/S/ao atA~a eY: one a U a rt.r ut z CHECK Z a CONSTRUCTION ASPHALT fG'~'
av ~ .DAM F o ENTRANCE PAVEMENT W
Na O O W~ PATCH
SPD. # 40.32 STD. # 40.02 STD.# STD
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - -
WOOD FENCE OElAIL
GRAVEL CURB INLET SEDIMENT FILTER - PlNtf rwtww, oewLatE e' MAx. PuNE a' x a' rood soars VARIAtNE AS gRECTED BY THE qTY PROJECT ENGINEER
A. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS STALL BE PLACED s' x 4 TODD RVI3 - EaSleq PINtr tser OF r/alOPl, OIRIIE
OVER THE CURB INLET OPENING SO THAT AT LEAST 12' OF WIRE EXTENDS ACROSS
BOTH THE INLET COVER AND THE CONCRETE GUTTER (MEASURED FROM THE INLET MIN. 12-1/2 6A.
APPROVDED SEDIMENT STREAM DIVERSION OPENING). FILTER DEVICE PUMPS B. STONE SHALL BE PILED AGAINST THE WIRE SO AS TO ANCHOR IT AGAINST THE ~""J INIE~IEDIATE t~,- MIN. 10 GA MIRES
GUTTER AND INLET COVER AND TO COVER THE INLET OPENING COMPLETELY. USE LINE WIRES FEN F ~C
NCDOT ~5 WASHED STONE. C. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS VNTH SEDIMENT. IN TO / ^
SCHARGE H05ES
PLAN VIEW PLAN VIEW OF PROTECTIVE FENCING ~~E vJl AROUND SNiGLE TREE- EXPAND AS NEgSSARY I •~.1
~ NTAKE HOSE AROUND sNrGL P WASHED GRAVEL FlLTER 12° WIRE MESH U o
tz° TO CHECK DAM DEWATERING PUMP ~ °1 tr
~ P ILTERED WATER ~ SEDIMENT LADEN RUNOFF o e tY
n ~ r x a Noes. ~nm eaLs °RQ' W00D FRONT VIEW
wee o / ° ee f ~ r-o°
FLOW FLOW • ° . e ~ STEEL POST
NTAKE HOSE NOTES: APPLICABLE AT aAm INUE15 tR~RE PODDING 12 0 , . • a , ° , t IN FRONT OF THE STRUCTURE LR NOT LIND.Y TO CAUSE SEDIMENT • ° M 9 t Q " WOVEN WIRE FABFJC • FOR REPAIR OF SILT 190] M 1°$~ . 5LT FENCE GEOTEXIILE fABPoC FENCE FNLURES, USE -USE SILT FENCE ONLY W1EN DRAINAGE AREA
CLEAN WATER INCONVEttIENCE oR DA6IAOE To ADJACENT sTRilcnlRES, ~ ununES, aFFSIn: t~aPERnES oR uNPROTECTm AREAS CONCRE GUTTER CURB INLET ~ 18 Na S7 WA~9 STONE DOES NOT EX(E'ID'1/4 ACRE AND NEVER IN
CHECK DAM PERFORATED PLASTIC FENCE DETAIL M SEDIMENT CHECK DAM - t ~ ~ ~ ~ 1 o FENCE ISPROTECTNGIT ALAS OF COINENTRATED FLOW
--J____tt___ I ~ ~ ~ FlLL SLOE CATCH BASIN. -END OF SILT FENCE NEEDS TO BE RIRNED UPHY.L. Q
• SUMP-HOLE BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER }yg WARNING SIGN DETAIL ~ O
WORK AREA OR POOL " " PUMPS SHALL DISCHARGE LENGTH NOT TO EXCEED (12 tO ~ $ A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT ~ • • GRwE CITY OF RALEIGH O
ONTO A STABLE VELOCITY THAT WHICH CAN BE EITHER SIDE OF THE INLET ~'ENING. A 2" x 4" STUD SHALL BE CUT AND PLACED PUBLIC WORKS DEPARTMENT PINK C.MIOPl, ORPIlNE 8' MIN. COYER
DISSIPATOR MADE OF RIP RAP COMPLETED IN ONE DAY DEEP 2 DIA.) THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. PINR CNIOPl, orrw OR SANDBAGS FRONT BLOCKS ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE b OVER SKIRT • REwSIDNS DATE 7/3/00 DRAWN BY: Jib
SPACER BLOCKS. ~ TEMPORARY
B. HARDWARE CLOTH OR COMPARABLE HARE MESH MATH 1/2" OPENINGS SHALL ~ PLACED PLAN VIEW OVER THE OUTSIDE VERiiCAL FACE WEBBING OF THE BLOCKS TO PREVENT FILTER e' uAx vAeIAaLE As a~ DIRECTED BY ENGINEER • SILT FENCE A% VARIABLE AS DIRECTED ~ PALMED) I I '
BY THE CtY PRQECF FtxilNm STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. Tiff C1Y PROECr FIaiINEER DRAts~, UV ~ '+L„J
C. NCDOT ~5 WASHED STONE SHALL ~ PILED AGAINST THE WIRE TO THE TOP OF THE PD.Y 6 FrPICALI I SIDE VIEW sr~. ~ 40.04
BLOCK. D. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. s-t/x sa L L L L L L L LLLLL L Q ~ ~
NW. to oA.
OVERFLOW LRE L L L L L ~ L L L TEMPORARY PUMP AROUND SEDIMENT LADEN FlLTERED WATER LLLLL B1~°° l ' W Public
WIRE MESH RUNOFF LLLLL L L L L PGI.Y 64RR~ALE FAtrn Sewer Collection /:Extension System LY aae~aaE PAIWC arP~cx.~ I DATE: MAY/07
N.T.S. °tA~ CURB INLET o . , , ° ® NARt~ ~ Tha City of Raleigh caneents to thg connection and extension of the CRI1a ~blic eew~ system as shoran on this plan. Ths material and
6 • v ° PLAN PUBLIC conetruation methods used far thte pro~t shall aontorm to the DRAWN 8Y: AHALES standards and ~edfkaUaie of the Cit a Public UtllNiea Handbook.
PLAN VIEW OF PROTECTIVE FENCING UTIIJTY INSTALLATIONS ANO OTHER PI~IJC fACLITIES, INCLUDING AROUND SINgE TREE- EXPAND As NECESSARY I SIDEWALKS AND HANDICAP RAMPS ARE ro BE Cq~151RUC1ED aN all qty of Raleigh CHECKED BY: JLL
111 i I I J e e AROUND ~1~1 J1 e°~ e - SEDIMENT . ; : °o NOTES: CqR~ 3 e e a e e ~ ® a a 1. ALL PLANTS TO BE SAVED SHALL BE STREETS AS SPECPIED BY 1FE qTY CODE THESE FAgUTN~ HAVE BEEN Puhgc UtNNIee Departmad Pernrt / APPROVED BY THE qTY ~ RALEIGH AND SHALL ~ SO XiSTALLED UNLESS
, . , , WIRE SCREEN PROTECTED BY FENCING AS SHOWN IN ~ • SS • ~L ~ RAVEL FlLTER ONCRETE BLOCK 2'x 4° STUD BRACE URB INLET IN THIS DETAIL ASEWER EASEMENTSUATMRE~TO BE RECORDED PRIOR TO FlNAL~ACCEPTANCE Authorlmtlan b Construct REVISIONS
g', 2 CONTRACTOR SHALL INSTALL FENCNG ~GNATURES: Date
PRIOR TO BEpNNING ANY CONSTRUCTION FOP II~~A NLY CITY OF RALEIGH CITY OF RALEIGH qty o4 Raieigh~ ND. DATE
PUBUC WORKS DEPARTMENT ~ GRADING ACTIVITY. 3. CONTRACTOR SHALL CALL FOR INSPEC110N PUBLIC WORKS DEPARTMENT g1EFENCNEElt Public
~ ; ~ REVISIONS BATE 7/3/00 atANN Bl: JIB AND APPROVAL OF PROTECTIVE FENCNG REWS r . Q 1~ PRIOR 10 BEdNNING ANY CONSTRUC110N 7/ZO REwswNS DATEi T/s/~ DRaWN BW. Pusuc uTlunES Water. Distribution /Extension System
jC' • , . • `Dj No1ES: APPUCABLE AT CUf~ IDkETS wAiERE AN ovEtB~LOW CURB INLET aR dtADING. 9 P` CAPABILITY IS NECESSARY TO PREVENT Ex~sslvE PONdDD et SEDIMENT T/~/~ I TRAFFlC ENGINEER The qty of Raleigh consents to the connection ~d extanahm of the PLANT
~ N ~ J FROtIr aF 1HE BILEt SHALL BE LOCATED AT OR l1 fl ~ ~ FILTER 4 OUTSIDE DSP~N OFG 1REES AND 1' IANIMUM PROTECTIVE CoNSERVADON ENaNEER Clonstruclon methods used tor~hh ro th~ plan. The material and FENCING p Ject ahaU conform to the standards and epeciflcatlons of the qt~s Pubilc UtNltiea Handbook.
i OUTSIDE SHRUBS OR OTHER PLANTS
STD. # 40.13 STD. # 50.02 qty ~ ~ PDbNC UtYltlee Departmerd PanYt f SCALES
Autharizatlon to Canetmct
-----------J Data NONE
L----------------------1----------------------1--------------- PROJECT
73116900
SHEET N0.
10 OF 17
DRAWING N0.
i 10

- - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - -
r - - - - - - - - - - - - - - - - - - - - - -f- - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - - - - - - -
MATCH LINE AND GRADE OF
i' LETTERING MINIMUM A/G WEIGHT FRAME 262 EXISTING GRAVEL DRIVE TO
RECESSED FLUSH COVER i70 NDTESI NEW CURB & GUTTER.
TOTAL 432 ~8~ 1. ASPHALT INSTALLATION IN TWO APPLICATION: 1 1/2" & 1". ~R ~ ~ 2. USE WHEN STONE/ ASPHALT COMBINED DEPTH IS GREATER TH 1 /2" & 1 ~ iS GREATER THAN OR EQUAL TO 10' MONOLITHIC POUR OF ~
~ $ ~ 3. A BERM WIDTH OF 9.5~ IS REQUIRED ON LOCAL ACCESS SYSTE s ~ ACCESS SYSTEM ROADWAYS WITHIN 3000 PSI CONCRETE ~ C
3 -i' DIA. HOLES ~ ~ , 6[3 50 FEET OF ANY INTERSECTION AND WITHIN 100 FEET OF ANY a ~ gF EETS SIDEWAL FEET OF ANY INTERSECTION OF ~
AT 12~ ~z ~ g COLLECTOR STREET SYSTEM ROADWAYS, SEE STR , s W ACCESS HAND BOOK (DESIGN CRITERIA). ;EFTS, SIDEWALKS AND DRIVEWAY ~0~1~ C ~
~s~ ~1°g • 4. THE PAVEMENT DESIGN FOR MINOR THOROUGHFARES SHALL BE tRES SHALL BE A MINIMUM OF 8" ABC, ~
A A >~g H ~ 3" BCBC TYPE H AND 2 1 2" OF BCSC TYPE I-1 OR I-2. THE 8~ ~ / 1 OR I-2. THE PAVEMENT DESIGN FOR GAP ~ ~
W a ~ ~ ~ MAJOR THOROUGHFARES AND MATERIALS SHALL BE A MINIMUM d ~ H u ~ ~ << ~ BCBC TYPE H AND 2 1 2 OF BCSC TYPE I-1 OR I-2. THESE BE A MINIMUM OF 8" ABC, 4 1/2" ~~G W IR I-2. THESE PAVEMENT DESIGNS MAY E~1~ 51p~ Jp1~ v
® ~ a / ® ~ ~ s ~ a~ ~ ENT BASED ON TI SW ~ BE INCREASED BY THE ENGINEERING DEPARTM T BASED ON TRAFFIC VOLUMES,
~ ~ ~ ~ ~ o SUBGRADE SOIL STRENGTHS AND/OR TRUCK VOLUMES..
o ~ •W~ 5. EXISTING ROAD HAS BEEN OVERLAID SEVERAL T1MES AND DOE; TYPICAL LIFTING DEVICE ~ b ~ „ b~ = y ~ FULL 6 CURB. CONTRACTOR SHALL MATCH EXISTING LINE ANI IMESSAND DOES NOT PROVIDE A try^,.,, ~ ~~ep~ STING LINE AND GRADE OF PAVEMENT L". 112
€W ~ , z 'a 8 INCLUDING PAVING IN GUTTER. a4 R' 1/2' E7~AN50N ~pINT
r mm Za ~ZWW C a n =p~
rd = <I' 1D ~ NOTE: COVER SHALL READ n w a FU 10 FT TRANSITION TD , sIAPE xt
CONFINED SPACE - DO NOT EXISTING PAVEMENT FULL CURB SECTION 3.5' RADIUS r. cRAVa o~~ s• MIN ~
ENTER...PERMIT REQUIRED AS ~ SECTION
SHOWN ON S-25. ~ ~a ~RaN~na~ sE PLAN ~ ~ w~ WITHDSI~WALK DETAIL r a~TiER a ~~G N~
~ ~ si STD. ND. 20Ai C ~ ~0-`~ 4 0~ 0: V
~ • 28 1/4 ~ ~ ~ ° 3 .fi CITY OF RALEIGH ~ ~
26 1/4 ' > ~ ~ ? ' i > PUBLIC WORKS DEPARTMENT Off' a. y;:.
1 3/8 26 ~ n a ~ a ~ ' ~ FULL g1N8 `t°„ REVISIONS DATE: Y/s/oo DRA~a ew ,ne
ae ~ < ? ~ P~CiIOPIr G ~ w ~ ~ F DRIVEWAY
n ~ ~ x _ ~ u 10 FT TRANSITION TO DETAIL
7 1/2 z ~ 19 GASKET IN VERTICAL a ~ ~ ~ ~ ~ ~ ~ < ~ FULL CURB SECTI~I
a ~ ~ n d 1, FACE OF COVER ~ 3 ~ ~ ~ a ~ ~ b 8 v SHEET 1 OF 2 srD. ~ 20.01 V p n
~ ~ < ~ ~ < ~ ~ ~ ENT to' mnxanaa l ~ ~ ~ ~ ~ ~ EXISTING PAVEM 2 ~ RING MUST BE ~ o g ~ ~ ~ W = ~ SECTION N $~m ® BITUMDaaUS COtdCRETE I N
Z f ~ e « C ~ C ANCHORED IN ¢ ~ ~ ~ ~ 5 C ~ Z~~ ® AGfdtEGATEBASECOURSE QQ ~
24' ~ rc ~ ~ m $ t5 s~~ ACCORDANCE y ~ ~ ~ A V ~ ~ ~>a ~ ~ wc~~w°'
3 28 WITH S 25 8< a n c ~ NTS ® COMPACTED SUB GRABE Lj ~ F j 0 (9BX AASHTO T-180) C rdi~ ¢ _
34 a~ - aya:aa R/W N
~ W ~ ~ ~ k R/W ~ ~ Z ~ ~ ~ ® Q
~ <80= ~a 4 ~ ~ ~ _
~ as ~ :3 ~ ~ ~ ~ a5' A ~ o~ ~ ~ $ eaa ® ~
<m ~ a~~ 4'~ cL m n ~ aaa sut~ v+~: ~ ~ 4' a~ 1/4•/Ft dl ~
4l C g ~ N w ti 0~=~ ~]Mi ~ 3~~N M~su~+°s~1~°e°, d~rai~Oj' ~ :rein ?f?a1. ~ eH I I 1 ` a ~ ~
° ~ I 1 I 'C ti 5/8 ~ °z ~ a ,
STAINLESS STEEL ROD SHEET 2 OF 2 ~NOrE SECTION C-C ®•e:~•e'
TYPICAL LIFTING DEVICE NTs SECTION A LYTY OF RALEIGH CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT 1,,,,
TOP OF COVER CITY OF RALEIGH NOTE: PROVIDE ADDITIONAL D AS NEEDED TO MATCH REVISIONS DAn+ ~/a/DO aRaxa er~ ,ne
DEPARTMENT OF PUBLIC UTILITIES RENSK>NS °A~ '~/0° °RA"" EXISi1NG PAVEMENT. RESIDENTIAL I 5, I , ,
DRIVEWAY MANI'IGLE FRAME AND ~s1DENTIAL STREETS DETAIL STREET ~.1 DETAIL
WATERTIGHT OVER R/W
STD. # 20.01 60' 41' 20.5` 18.0' 2 1/2° I-2 B° ABC DWG. ND. REVISIONS DATE REVISIONS DATE STD. ~ 20.31
3-1-87 -1-87 ABB -29-0 S-~6 RRH 3-30-0 ~ A C~
0000000 0000000
w ~
z ITV F- W NEW MANN[ NEW MANH°I.ES USE AN APPRt]VED BITUMINl7US I A
? ~ `I! Z 3 BASE SEAL ~ ~ il~ • , P4 ~ ~II~~ • , ' ? W A SEE C~D,R. STANDARD S-26 THE TOP D BASE SEALANT THAT SHALL BE APPLIED T° SIDE I„ j J THE TOP DF THE CONE SECTION T° PROVIDE PLAN
? ~ ql~• • • • • ~ W ~ ¢ z z FINISHED GRADE FDR MANHOLE FRAME AND WATER A WATER 1 ~ ~ o a II ~ • ' • • ? 0. ~ E o ~ W TIGHT COVER A WATER TIGHT SEAL. ELEVATION
\ SLIP RESISTANT CLEAT
?U'~ F ~p ~l~• ~~U a09iwi waN w ~ Illy • A U •w z \ a. J w ?r
tno:o ?w yw i va. EAR .b
Q F a!~ ¢J it ~D3J ?Z? " ,4 ~S a J v U ~I • ' o. ~ ¢ 24 MAX o e.o O~v ~ ~V
acn_ N ~~W ap, fr,.
~ZOU J W ~ ® •D 12 ~ Q
~uN i ~
? I~' ; ~ A FINAL N J w I~~; w UNDISTURBED SOIL o ~ ~
Q ~ w p ? ~ BACKFILL •Q ; E a' N A ' R.,'. I ECCENTRIC M,H~ CANE MAY W /HE USED DN 8' ,10• ANn ELEVATIEN ~.J ~
~11 Z ~ ~ w I~ ~ ~ 'p i rp Z W = Il~• W •o• 12° SEWER MAINS
JUtI. W> VJgI H ~y ' v O ~J H NN _ MANHOLE CONE AND BARREL I~
W~ wa. tall o. o_A ~ ~ r ~~i,,II > L~ l7 I L~ Z s 3 0 a w W lL ~ _ SECTIDNS SHALL BE AS PER
SwF n. a 3 II ? A • . ? ~.o ;;a UI W • , o a Z ASTM. STANDARns #3 DR #4 REBAR
w w z ~ ' ~ d', ' •b•~ w o! J ? 4'-6' DIA. AS *zN ~Q~ 'p• d• w ? w '
• • • o! F- :D REQUIRED ~ D Z W .b.• L~J H a W a CORROSION RESISTANT MATERIAL RUBBER, PLASTIC Q
N J •.r • .A Z ~ rl . ~ ~ • I- I.. M a•. °O° RING SEAL
~ J ' ~ • • ~ z ~ la- .st '.2 .0;. • 0 a% • ® °O° RIN '.4.. as z , OR RAM ~OR RAM-NECK I CITY OF RALEIGH
J a F o. a A ? INITIAL . 4' ~ > ¢ a ~ a • I- a z A } ~ ~ BACKFILL o.
DEPARTMENT OF PUBLIC UTILITIES o
w UZW v,aJ aA ,Z•, JAN ~ q > W w A z t+') i', : 's• i''' UBBER uBBER BDDT SECTION A - A STANDARD SLIP RESISTANT ~
~ W W U U Z ?-i A N F- W y~ to D%. + v• o.:"' a A a J pq .o a.• v LATERAL INVERT SHALL "Dr MANHELE STEP DETAIL BE LOWER THAN MAIN SPRING-
_ r~ S a A e N •p : • 1 3 ~ F- N A U= y A tL s H pp ' w ,y .9~ 4~• ,.1. •'.e 1 . LINE, MANHOLE NEEDS TD ~ DWG, NO, REVISIONS DATE REVISIONS DATE ABOVE 100 YEAR FLlIIiD PLAIN
? Vl w U ,w ? N \ ~ W w M .1s' • o ,.q: J z ? 3 w f w ~ as ~ ; w J rn I MINIMUM SIDE •4 " ' ' ' ' ' Q 6' DR SEALED AND VENT TO HE 1' S_28 RRH 3-30-0 Z
as X 2 ? . t- ~ a! 3 a 6 #67 STONE , a . D . , a: fi° AB°VE 100 YEAR FLED PLAIN. WHEN MANHOLE TES ARE IN
= F- ? ' > ~ ? ~ w z ? w ? w w ¢ ~ J 6 .D. OF PIP 6 CLEARANCE e 3 ~ w . , o! N a z w m J e • • • ~ J rn ~ ~ WHEN ROCK IS 9° N W 3 ? E c A A a ¢ ENCOUNTERED 12° D.D. OF PIP 1z° MAXIMUM SIDE EXCESS Df 3' A~VE GRADE. PU9LIC P u b I I C 9° OUTSIDE STEPS MUST HE
w N ? J y ~ a ~ . •In ¢ ? w w CLEARANCE SECTION A-A Pf~VIDED. SEE STANDARD UnUTY WSTAU.AnONS AND OTHER PUBLIC FAaUnES INq-UDINO Sewer Collection /Extension System. Q S-28 f0R STEP DETAIL. IN SDEWAU4S AND HANDICAP RAMPS ARE TO ~ fXiNSTRUCTr~ ON ALL
ao rn ' v' ti , ca A NCN TRAFFIC AREAS, T°P DF STREETS AS SPEgFlm BY THE CITY CODE THESE FAgLi11ES HAVE BEEN ~ City of Rdeigh consents to the connection and extension of the (L FRAME AND COVER SHALL BE APPROVED BY THE dTY OF RALEKBt AND SHALL BE SO INSTALLED UNLESS qt~a publk sewer system a shown on this pion. The material aid 1.1,,,,
F- H ~ A vl ~ es NDTESI y ~ a ~ ~ w 1, Trenches re ulrln shorln and bracin dirlenslons shalt be taken frorl the INSTALLED A MIN. °F 1' AHDVE A A g1ANGE 15 AUTHORIiED BY WRITD]f APPROVAL PUtBJC SANITARY Conatructkn methods used for this pro shall anfarrn to Uxi
~ w U ~ = z Inside face of the shoring and bracing, • FINISHED GROUND SURFACE. SEAR ~ TO ~ RECEDED PRIOR TO FlNAL ACCEPTANCE ~ and epeclRcatkxa of the (St a~Public UtiRlea Handbook sIGNAIURES: qty of Rdalgh DATE: MAY/07
= as > F- ~ SEE SEWER DESIGN SECTDTN CRy of Raeiggh CHIEF ENgNtER Pabik UtORke Department Parmft /
• ? J w3 Hf 2. No rocks or boulders 4 or larger to be used In Initial backflll, Ja!fa X
w w~? A~ w A '.o o. A • J ~ 3 v. w J 3, All backflll Material shall be suitable native rlaterlaL Pueuc unuTlES to ~ DRAWN BY: AHALES A MIN. 9' COMPACTED i67 STONE
U as a 'p BASE T° HE INSTALLED 1RAFFIC prq~ Data UNDER kEW MANHOLE. CHECKED BY.' JLL
• ~aaWwa Z ? E a z as U 4, Backflll shalt be tarlped In 6 lifts In traffic areas, 12 In p ? F-H non-traffic areas. IN NW-TRAFFIC AREAS, TOP °F CONSERVAnON ENGINEER P u b l i c
~ W F- W • , FRAME AND cnvER SHAD BE Water Distribution /Extension System REVISIONS INSTALLED A MIN. OF 1' ABOVE
F- = W J a > > I 5, Achieve 80% coropactlon In non-traffic areas, and 95% cor~pactlon In r ~ w~ z zF-G4affEV~ FINISHED GROUND SURFACE. Tne City of Raleigh axtemrte to fhe connoction and extension of the M0. SATE
w traffic areas. .d • • D CR1la pukic water system ao shown on this plan. Ttro material and Conetructton methods used for thin protect shall conform to the
Z Y w 'l~ I- ~ o~ > CITY OF RALEIGH 6, If in easer~ent 4' to soli, and CITY OF RALEIGH • CITY CITY OF RALEIGH standards and ~edfteaUona of th® Clt~s Pubiic Utllftise Handbook.
Z v a p a DEPARTMENT OF PUBLIC UTILITIES 12 clean select fillls required, DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT W ~ DEPARTMENT DF PUBLIC UTILITIES qty of Rddgh Pu61k Ut9ltles Depatment PamR /
~ TYPICAL SANITARY SEWER , TRENCH BOTTOM DIMENSIONS & BACKFILLING
LJ w 7, No boulders 8 In dlarleter or REQUIREMENTS FOR DUCTILE IRON STANDARD STANDARD PRECAST SANITARY Authsrhatlen k caiatruct SEWER MANHOLE
Q 4 greater allowed In final backflll AND REINFORCED CONCRETE PIPE. SEW) _J LATERAL CONNECTION TONS DATE REVISIONS DATE - - - - - - - - SCALES
J DWG. NO. REVISIONS DATE REVISIONS DATE DWG, ND, REVISIONS DATE REVISIDNS DATE DWG, N0. REVISIONS OAT' ~ ~ ~ -31-9 RRH 3-30-0 - - RRH 3-30-00 v.c.A. ~ .C.A. 2 S_4 3187 S-~0 ,p, i2-31-92 ABH 2-21-05 ~ - - - ,`~11111111J///
S 3~ ,C.A. 6-92 A.8.8. 4-8-04 - - PotH 3 H 3-x-00 - ~ - - -
- - - - - - - \\\~~O~qN ~93R~~~2~'~ NONE
F®~P~t~~ I + LY 731 6900
' ~ SHEEr N0.
~///~~j+ NP~~~ !~l DRAWING N0. !l~
~ ~ 11

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REACTI~N BEARING AREAS FAR H~RIZ~NTAL RIZ~NTAL WATER PIPE BENDS
BASED ON TEST PRESSURE ~F 200 SURE GF 200 P.S.I. ~ FINISHED GRADE I ~
ALL AREAS GIVEN BJ SGUARE FEET, N SDUARE FEET,
_ . ~~°e• ~ Qo~ ~ •r: • ~
TYPE 4 COIR a ~ 'r • m6, ti ~ y ~
MATTING TYP Q ~ o , . ' a ~ ~ ,9Q~' Q~' Qy ( ) 15 an) •,1,•• •~.,.D d ~V `y R OQ, rC eV rC
15 ~ z • ° • ~ q lv y\ Q y\ \ y\ y\ y\
?,off ~?q,~oo tiC,~tiv V~ o00 ~ ! •~'=D'•' UNDISTURBED SDIL
° .ap y~' Q y~ QO ~0 Tr° y0Z0 tib q~ 0° Q' W° ~7' ~ (15 an) / W
D ~ • 0 - w
° 6 BACKFILL
> ~ "M - ~ ~ 11 1/4° 1,108 1 1 1 1 1 1 i 1 2 1 '
°:~w,;;.t;i,,, a , ?a ? 22 1/ 2,207 1 2 2 1 1 1 :.x^lisyirYsil ~^i~ir~ii{5::vrr:r 1 ° ~ j~ p I.L
.:,r .;r.,• ~ - , o ° ;P • ~ . • 0 45° 4,328 2 3 3 1 1 2 1 2 5 1 ; f: J: G
m:i{r;g'}i~=rrrr}aiii•iY"r~• 5cm-125an) .a' ~ 1' • ,a ° '`ri=::':+~~rriiiirnr:~:Vr,= , - 90 7 996 2 4 5 1 1 2 .z4}i&~:»r• • r.{'r.'niYr}v.~::{tivti ~ 00 ~ , ~Q' ,1 • a i I 2 8 1 ( . , , . ~
~ '{.~i:,>~~~~~.~_:= l~ W PLUG 5,655 2 3 4 1 1 2 . , : + } ~ ' » ' , . r . . 5 S } u ; u r r v . r ~ • , nl r r ; 1 2 6 1 ~ ti U
»r"ari'rr:i=i:3::i: ~ 0 ~ W M r::rJ;.,;r::i; H J 8
...°,:.,~,:rr:,::;:•,»r ° l7 1/4° 1970 1 1 2 1 1 1 "~iti$iiairnrri:i~rrrx ~ 11 ,
Z U d' Q 22 1/ 3,922 1 2 3 1 1 1 , ? 1 1 4 1
~ ^ ° 4 5 1 2 N o 45 7,694 2 1 J v ~ °
~ 90 14,215 4 8 9 2 2 4 1. PREPARE SOIL BEFORE INSTAWNG BLANKETS, INCLUDING ANY NECESSARY APPUCAl10N OF LIME, FERTILIZER AND SEED. 2 4 15 2
2 BEGIN AT THE TOP OF THE CHANNEL BY ANCHOIBNG THE BLANKET IN A 6" (15ar1) DEEP X B° (15cm) WIDE TRENCH PLUG 10,053 3 5 6 2 2 3 WITH APPROXIMATELY 12` (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE Pat110N OF THE TRENCH, ANCHOR THE x a / o 2 3 10 1 6' OF #67 STGNE /MINIMUM SIDE o g ~ N
BLANKET WITH A ROW ~ STAKES APPROXIMATELY 12" (30cm) APART IN 1HE BOTTOM OF THE 1RENCH. BACKFlLL AND c 1~
COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACIID SOIL AND FOLD REMAINING 12° (30«n) PORTION OF ~ ~ 11 1/4° 4 433 3 3 1 i 2 BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED 501E WITH A ROW aF STAKES ~ ~ 2 WHEN ROCK 16° .D. GF PIP 6' I CLEARANCE. °o N ~ ~ 1 2 5 1 °pj~
SPACED APPROXIMATELY 12° (30cm) APART ACROSS THE WIDTH OF THE BLANKET. ~ a 22 1/i~ 8,826 3 5 6 2 2 3 3. fULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST ~ ANCHORED WITH A ROW OF STAKES APPROXIMATELY ~ ~ w DR WATER IS ~ ~ ~ W 2 3 9 1 ENCGUNTERED v~~- z w
12" (30cm) APART IN A 8" (15cm) DEEP X 8' (15an) WIDE TRENCH. BAq(FlLL AND COMPACT THE Tt~NCH AFTER = f a 45° 17 312 5 9 11 3 3 5 3 5 18 2 c M'aox"~ -NUro:aa
STAPLING. ' U OVERLAPPED APPROXIMATELY 2'-5° 5cm-12,5cm DEPENDBlG ON BLANKET TYP AND I- ~ v o a y o 4. ADJACENT BLANKETS M ST BE ( ) ( ~ Z a a a ~ t~ ~ 90 31,983 8 16 19 4 4 8 4 8 32 4 ~
STAKED. TO EN~YIRE PROPER SEAM ALIGNMENT, PLACE THE EDGE THE OVERLAPPING BLANKET (BLANKET f#ING ? o o a ~ ~ ~ INSTALLED ON TOP) 6 OVER THE BLANKET BEING OVERLAPPED: H °o v ~ g PLUG 22,619 6 12 14 3 3 6 3 6 23 3 O
5. IN HIGH FLOW CHANNEL APPLICATIONS, A STAKE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) ~ ~ ~ ~ ~ . ~ N NGTES~ ~
INTERVALS. USE A DOUBLE ROW OF STAKES STAGGERED 4' loan APART AND 4" tocm ON CENTER OVER ENTIRE WIDTH W W a ~ 1 F 16 ( ) ( ) U a ~a 1'&2 OF THE CHANNEL W ~ ~ ~ a ~ ° 1, Trenches requiring shoring and bracing, dlrtenslons shall be
6. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAKES APPROXIMATELY 12° (30cm) APART ~ ~ o ~ a = o a a 11 1/4 7,891 2 4 5 1 1 2 IN A B° (15cm) DEEP X 8" (15cm) WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. ~ y ti H ~ ~ ~ ~ a $ 1 2 8 1 taken from the Inside face of the shoring and bracing, Q
7. USE WOODEN BIO~(,YtADABLE STAKES f~ SECURING THE BLANI~T. STAKES ALONG THE B01TOM aF THE ~ANKET ~ ~ ~ y a a ~ ~ 22 l/c~ 15,691 4 8 SO 2 2 4 w ~ ~1 SHALL BE 24 IN LENGTH AND DRIVEN UP INTO THE BANK AT ANGLE ABOVE PERPENdCULAR. ALL OTHER STAKES SHALL ~ ~ ~ a a ~ o 2 4 16 2 3 2. No rocks or boulders 4° or , a~
~ o ~ y , ~ ~ = 45 30,779 8 16 19 4 4 8 BE 12 IN LENGTH. Z _ ~ ~ N QWy ° 4 8 31 4 larger to be used In backfill. ®;v ~
1-i ~ ar ~ ~n 15 $ ~ ~ a ~ ~ 90 56,861 15 29 35 8 8 8 15 57 6 3. All backfill r~aterlal shall be
4a aa~~iy~e~~uiv$ia A W PLUG 40,213 10 21 25 5 5 10 5 10 41 5 suitable native Material.
® CRITICAL PONIIS NOTE: • 4 W C A OVERLAPS AND SEAMS • HORIZONTAL STAKESPACING SHOULD BE ALTERED ' ~•.d • ~ CITY DF RALEIGH REACTION BEARING AREAS ARE IN S6XIARE FEET CITY I
B. PROJECTED WATER UNE IF NECESSARY TO ALLOW STAKES TO SECURE THE ? MEASURED IN A VERTICAL PLANE IN THE c. CHANNEL BOTTOM/9DE CRIIICAL POINTS ALONG THE CHANNa. SURFACE. _ ,lD: a • DEPARTMENT DF PUBLIC UTILITIES TRENCH SIDE AT AN AI~iLE of 9G~ TO THE THRUST DEPARTMENT ~f CITY GF RALEIGH 4. Backflll shall be tarTped In 6' .CITY OF RALEIGH
SLOPE VERIICES , ' ~•a;•;~ti r• VECTOR, IEPARTMENT OF PUBLIC UTILITIES lifts. DEPARTMENT GF PUBLIC UTILITIES 5, Achieve 95% corTpactlon In
- ~ : • THRUST BLI = a•~° STANDARD THRUST BLOCKING VIEWS USE 6° - 9(P AND VALUE FOR HYDRANT'S FOR NRUST BLOCKING DESIGN backfill. TRENCH BGTTOM DIMENSIGNS & BACKFILLING
's°•'e;, •t, ~ ADDITIONAL SAFETY FACTOR, QUANTITY 1 QUANTITY TABLE REQUIREMENTS FAR DUCTILE IRON
• v ~ DWG, ND, REVISIONS DATE REVISIONS DATE DWG, ND. REVISIONS DATE INS DATE REVISIONS DATE DWG, ND, REVISIONS DATE REVISIDNS DATE Is,~
COIR MATTING - - RRH -31-0o D,w,c, -23- W-9 D,W,C, 9-7-99 ~nl-1~ - -23-9 W_3 3_1_87 RRH 3-31-00 r \ ABB -15-OS U
NTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q
SLOPES FAR VARIABLE I~I,''
SUPER ELEVATION RATE 6' 24' W
FAR STANDARD 2'6°
CURB AND GUTTER ° 6' . . STEEL FENCE POST
•o~~ ° ° . • ° • ° ° ° , WIRE FENCE
6' ° • • • HARDWARE CLOTH ' ° W
1, 30° CURB & GUTTER FILTER OF 1 DIA. WA~-IED STONE FILTER FABRIC PIPE 6" ~ -`.I
~ ON GROUND O.D. "`1
~ e~ CLASS 'B' CONC. FULL TRENCH WIDTH ' CONC. EXIST. .•"J NCH WIDTH PIPE I ~ Q
~ SECTION BURY WIRE FENCE AND a , ti PROPOSED PIPELINE ~ ,oo HARDWARE CLOTH fs+'I••14;, •ad•~~. 'ELINE io I
6" TO 12" ~ ) ` , ° BELOW 6"
~ ~'°t ---1" THICK COMPRESSIBLE )MPRESSIBLE I \
EXIST. JOINT FILLER MATERIAL " PIPE R MATERIAL " I ~
FILTER OF 1 DIA. WASHED STONE PROPOSED. PROP05ED r~ " '
,D1 12,. PIPELINE ~ MIN. PIPELINE I O
+"+'°r''•"•r~'^{'~ PROPOSED PIPELINE OVER EXIST. PIPE .;Y;+},::'}: ' ++;.+,i.• r..fr.,v,:vn;A;.:N'•.•,{;~.},.•Yr}•.{• rY.•.N•'{s++ PROPOSED PIPELINE UNDER EXIST. PIPE I O
::,:+eti{?:. r.•$ ;:y}:r,:1;;}{•;>,•$:~:'}: r,•:F,{:{•oii: ..•Y.{{y}A}
':~:.:::.~.::k~<i,},r~i,':{;n{:•,~gr••Av,~a,.~<.~.r~~,.>:<~.•,..•.,,. TYPICAL CONC. ENCASE
,~.r:~:.r::::;..:>:{•••>.~:::•::,;c~•;~:;;....,.,{{~ SILT FENCE ASEMENT I O ,ENC
.ea ~a NTS L END OF TS O
PLAN VIEW FILTER ,oo FABRIC PUBLIC Public
U11UTY INSraLIATtoNS AND DTHER PUBLIC FAgUiIES DICLUDING Sewer Collection /Extension System SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL ( i
~ , 4 MIN. S1REEi5 AS SPEdFlED BY THE CITY CODE THESE FACDJIIES HAVE BEEN the Clty of Rdeigh consents to the connectlan and eateneimi of the ~j,.J APPROVED BY 1HE pTY ~ RAtEWH AND SHALL ~ 50 INSTALLED UNLESS Clue publk sewer system a shown on this plan. the materld and
AO A A CHANGE IS AUIHOPo~D BY WPoTTEN APPROVAL PU~JC SANITARY Construction methods used for this pro t ehaD conform to the SEWER EA~MENTS ARE iD LtE RECORDLD PWOR TO FlNAL ACCEPTANCE. standards and apecPflcationa of the gt~s'Public Utiitlea Handbodc.
.04 L
yy odf gg S~,t1ATtMiE& City d Raleigh
A0 TOP OF SILT FENCE q~IEF EtMINI}Ii PuNk UtiRlee Department PennR i AuihorlmDen to Conetrud
MUST BE AT LEAST NOTES; 1' ABOVE THE TOP Pueuc unuTSS OATS: MAY~07
1. 10'~ MAXIMUM BETWEEN CONSTRUCTION JOINTS. OF THE WASHED 1RAFFlC ENgNEEIt
15 MAXIMUM BETWEEN CONSTRUC110N JOINTS STONE ON MACHINE POURS. c~1sERVATKlN ENGINEER P U b I I C DRAWN BY: AHALES
I Water Distribution /Extension System
2. 1/2" EXPANSION JOINT EVERY 90'. STEEL FENCE POST The Cfty of Ralalgh caiaents to the connactbn and extanalon of the CHECKED BY:
SET MAX. 2' APART 9 BURY WIRE FENCE, FILTER 3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. SHEET 1 OF 2 B FABRIC, AND HARDWARE Clt~s public water syatam ae shown an tlls pion. The materiel and I Canetruatlon methods used tar this project shall aontorm to the REVISIONS
CITY OF RALEIGH FRONT VIEW CLOTH IN TRENCH standards and apectflcatlane of the Citi/a (Public UtDftlae Haidbaok.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET CENTRAL ENGINEERING DEPARTMENT THE REQUIREMENTS OF SEC110N 1026-2 OF NCDOT IXty of Rdelgh N0. DATE Pd>Ik UtdiDee Department Permft /
STANDARDS & SPECIFICAITONS FOR ROADS AND REVISIONS a+~ ~/s/ao atANN ew are
SIRUCTUIiES. CURB Auihort~dien to Cenehud
UCITON JOINTS SHALL BE FILLED AND 5. ALL CONSIR GUTTERS Date
WI1T~ JOINT FILLER AND SEALER IN ACCORDANCE
W1TT•I NCDOT ROADWAY STANDARD DETAIL 846.01. sro.# 20.2 ILT FENCE GRAVEL OUTLET S
NTS I ~~~~111 ~ 1111/~~~
~~~~~~~~N AR~~s,~% SCALES ~SS .2
FOI~PG`~tMk~ y~. LY NoNE _ PROJECT
73116900
i~, 0 ii SHEEP N0. ~~~/i~~~. ~ ~ NP~~ ~\~dl 12 OF 17
Y~~~
DRAWING N0.
12

GRATE PER CITY STANDARDS x
USE ST . ND. 30.13 DR 30.14 5'-3° ver° s, ve.o srAaaESS s,m soar wooeFS ~ a
,a„6• ® ~
SIDE ELEVATION cai ~
B ~ ~
E'-o° Pal pal 1/E' PLASTER I- ~ a
M e e TREAD RFACE 1' + d,

w A A Pal pal i
a 3/4° HHP~IDLESR _ 15°
12' MDDM~Wi ~ 6,DEEP, ° a -SEE DETAIL- FRON ~ cuRa e ° o e o° • ~ 25 i/4 25 1/4 cal
i • ° le ' SSE'
° ~ q ~ ° ° • ° ° ° e ~ • •
° ° • ° • ° ' ' ° ' ° PLAN ~F COVER ° . ° , e B ~G~ N
0
3000 PSt CONCRETE ° • • • a a e e e e • . e e e . m ~ 6 ~ ~ 5/B ~ Q.HS e e . • . 1 ~ e e e a p e e e . ° e e U
JETEI ~
r-e°--i - ~ -~-~-~ee~-i + a s .3/ e ° ~ e ~ PAINT 1 PAINT WITH RUST INHIBITING ~0
~ BLACK 5'-3' BLACK PAINT
SECTION A-A
NOTES DETAIL OF Ei i/4° bl PLATES
i) FOR 24 RCP & LARGER USE p PIPE DIAMETER PLUS 12' FOR ~ s' Ve 5° 7 v2'
MINIMUM INSIDE DIMENSION. , e e e , o N ~~ro
2) 24' x 24° CASTING WITH 12', ~ O
15' & 18' PIPE, 24' X 36' SECTION B-B ~ z~~ _ XB=..o;
CASTING USED WITH 24' PIPE TDP VIEW DR LARGER. IF PLACED WITHIN BILL ~F MATERIAL IAL ~ ~~WZ
PUBLIC Riw CASTING MusT BE MATERIAL LIST FOR ENE UNIT -MAKE ( ) - MAKE ( )UNITS _ ° ~ 4 = ~ - wN2au.
TRAFFIC BEARING TYPE PER 3/8' RDUND i C15 X 33.9# CHANNEL 62 1/2' NCDOT STANDARDS. 33/4' MK-cal
4 1/8' X 1° H.R. FLAT BAR 3° MK- al ~
3> USE 4' X 4° x 8' 0R 4' K 8' X 3/4° 2 3/8° x 3° H.R. FLAT BAR 10° 16' SOLID CONCRETE BLOCK. CAST E' S4 i ~/E° , MK-pbl o~
~ IN PLACE OR PRECAST CONCRETE TO Nut 2 1/2 STAINLESS STEEL ROUND ROD 18 ~ + a•-I51~ ~ 8 1/2° STAINLESS STEEL HEX NUTS SOD 18°
MEET N.C.D.O.T. STANDARDS (_g.~ a yr ACCEPTABLE. DETAIL DF HANDLE I 4 1/2' STAINLESS STEEL FLAT WASHERS TS ASHERS ~
oiii'e. p :~®s®o
4) FOR STEP REt3JIREMENT~ SEE t~TE t~m va 2 ON STANDARD N0, 30.01 SIDE ELEVATION
h~ t I
3._~. ; CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT PUBLK; WORKS DEPARTMENT ~4 PUBLIC WORKS DEPARTMENT Z
4'-4' REVISIONS DATE; ~!s/oD ORINN eN JtB REVISIONS DATE ~/3/ao DRA~d BY: J18 REVISIT REVISIONS DAR: T/3/~ ORAWN B1" JiB
STANDARD CATCH CATCH BASIN
DROP BASIN INLET ~7 r~ CASTINGS STEEL TOP
END ELEVATION
STD. # 30.03 -DRAWING NOT TO SCALE - STD. # 30.11 - DRAWDJG NOT TO SCALE - :ALE - STD. ~ 30.12
Q
INVERT OF BOX
CULVERT EL=403.2 STONE 1'x1.5'x2' (TYP) TOP OF BANK NOTE: REMAINING WEIR STONE
- - - - - APPROX. EL=406.0 NOT SHOWN FOR CLARITY. C~
33 28
° WEIR EL=403.1 a 0.1'
12' WEIR 2 EL=403.0 GRADE SLOPE 2:1 GRADE SLOPE 2:1 J J TO UNTIL MEET WEIR WEIR 1 TOP EL=403.1 WEIR TO UNTIL MEET
a a - - a. _ CAP STONE 0.5x2 x2 (TYP) EXISTING GRADE STONE WEIR 2 TOP EL=403.0 `STONE EXISTING GRADE ~ ~
a a ~ k~a, 0.1 a 1.2' U O
A SURGE STONE
)0 0 0 0 ono no o TO FILL VOIDS TYP ~ ? ~ ~ KEY IN STONE, ~ ~ ~
18" #57 ` I .!'~1~ ~--1.2- - I'=~- 2 Fr MIN. (TYP) '~~.I
STONE ~ 11E TO EXISTING CHANNEL NOTES: b ~ INVERT APPROX. EL=403.0 I ~ OT3, „ I
1. LINE STRUCTURE WITH FILTER FABRIC, KEY-IN AND ANCHOR, O b O O -
2 FT. MIN. KEY-IN STONES (2 FT. MIN) INTO BANK AS SHOWN, FILTER FABRIC Q
FlLL ROCK GAPS WITH SURGE STONE.
COMPACTED FILTER SANITARY SEWER & CASING SUBGRADE FABRIC (TYP) TOP EL. APPROX=402.5 2. ADJUST MOST DOWNSTREAM WEIR HEIGHT, AFTER POOL, TO COMPACTED
95X AASHTO MATCH MAIN CHANNEL ELEVATION (APPROX. EL. 403.0). SUBGRADE ~_WIDTH WEIR 1 = 20'_~J
T-180 WIDTH WEIR 2 = 1T O
STEP POOL CL PROFILE VIEW BARRELS A & C 3. EXTEND STONES TO 1.5' FEET ABOVE WEIR ELEVATION AND PROVIDE CONTINUOUS STONE PROTECTION ABOVE POOLS
N.T.S. BETWEEN WEIRS AT SAME HEIGHT.
INVERT OF STONE XSECTION POOL VIEW ~
CULVERT EL=403.2 4. BOTTOM OF STEP POOL IS 1.2° BELOW TOP OF UPSTREAM WEIR. I. N.T.S.
5. SECOND WEIR ELEVAl10N IS 0.1' BELOW BOTTOM OF UPSTREAM
WEIR ELEVATION. INVERT OF BOX STONE 1'x1.5'x2' (TYP)
CULVERT EL=402.2 TOP OF BANK
` - - - - - APPROX. EL=406.0 Q
- 33 28
„ 01' WEIR EL=403.1 12 RIVER WEIR 2 EL=403.0 Public Sewer Collection /Extension System DATE: MAY/07
STONE 1.2'
a, CAP STONE 0.5x2'x2' TYP as ~ ( ) The Cky of Raleigh consents to the oonnectbn and extanaton of the Clt~a publk: sewer system ere shown an thb plan. The motartal and
4 0.1 a. 1.2' Conatniction methods used for this pro t shag conform to the DRAWN BY.' AHALES atondorda and e{feciflcaUone of tha qt~e Public Ut8ltlea Handbook.
d a ' ` _ ~ SURGE STONE qty ~0~' CHECKED BY: JLL
TO FlLL VOIDS (TYP) ~w Publk UtpiBee Deporbnmt Parmk /
O p / ~O O 11E TO EXISTING CHANNEL 18 X57 INVERT APPROX. EL=403.0. 11111 Autherimtlon to Canatrud REVISIONS
STONE J ~t~~l Irrl~ VA~~~1111t111//// PUBLIC
b b b b CARS '(N CARQ U71UTY INSTALLARONS AND OTHER PU~JC FAgURES, DICLUDING NO. DATE • ' " ' • , SIDEWALKS AND HANdCAP RAMPS ARE TO BE CONSTRUCTED ON ALL
SS . y~ • C ~ S S . ~L i ST~iFFTS AS SPECIFlED BY THE qTY CODE THESE fAdUiIES HAVE BEEN P u b I i c APPROVED BY THE qTY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS
COMPACTED FILTER SANITARY SEWER & CASING `P 2"" ONLY A A CHANGE IS AUIHORI~D BY wemEN APPROVAL Puauc sANITARY Water Distribution /Extension System SEWER EASENENTS ARE TO BE RECORDm PRIOR TO FlNAL ACCEWFANCE.
SUBGRADE FABRIC (TYP) TOP EL. APPROX=402.5 Tha Cky of Raleigh ca~eanta to the connectbn and exteneton of the SIGttATURES: Cittla public water eyetam as shown an this plan. Tha materiel and
95X AASHTO Cky of Raeigh CorNttructlai methods used for thta protect shall conform to the
T-180 ~ ~.G , , . e, CHIEF ENGINEER standards and apeciflcatlana of the Ckila Public Utgkies Handbook.
STEP POOL CL PROFILE VIEW BARREL . q P~ . ~ ~ qtr ~ P~~°~`~' ~!/yf~ Pu9uG unui~s P~IkMU kim Deparanent Pemk i SCALES
N.T.S. r rr i ! ~ ~w , TRAFFIC ENgNEER I t I ~j~ Autharhatiae to Camtruct
//L ~ CONSERVATION ENgNEER NONE
PROJECT
73116900
SHEET N0.
13 OF 17
DRAWING NO.
13 I

SUR Y GRADES PUBLIC Public
NEAR CL OF RO
i~o ~ii~ca°~i uPS uE m e ca~tuc~ono lu".~ 'Dls~,s°~""S Sewer Collection /Extension System SPECIFlED BY THE dTY CCDE THESE iACD.!'DES HAVE BEFN APPRDVED BY
EXI TING CL 4~0.~0 THE dTY OF RAIEIGtt AND SHALL ~ SO INSTAtlED UNIESS A A CHANGE Tho CRy of Raleigh car~n4e to the connection and extanalan of the x+ IS AUTH~gD BY WRITIEH APPROVAL PUBLIC SANITARY SEYA7t Cltyfe tnrbOc sewer eyatan'aa shown on this plan. The materlol and ~
410 EASEI~NTS ARE TO BE RECORDED PPoOR TO FlNAL ACCEPTANCE Conetructton methods used' for this project shall wnform to the
4os.n BGNATU~ standards and epectflcattons of the Clt a Public Utllitiee Handbook. C
4D9.60 8" ROAD tt~iEF°fl~gl~i Pu~blk UHltlee~Deportmmt PxmR i
409.22 OP=408.66 TOP= 8.68 RAII W U RAILING PU~1C ununES Auiharkoklan to Construct C ~
409 _ 1 /2' 1/2" CHAMFER TRA~TC ENGINEER Date ~ ~
CL STA
1~ ~ 410.60' ~410.60~' CDNSFItVAnDN t:NGINEER U
4' TOP OF GRADE (VARIES) TO`Y P OF WALL
408 CL STA
t25+00 y\\j\\j\\j\\j\\j\\j\\j\\j\\j\ ° CL STA ~~/~~/~?i?r.?i?~~/~~/i~/i.~/~
155+00 Public
d 1
40~ RI REINFORCED PER Water Distribution /Extension System
tls+oo Pi a, ,e PRE-CAST PROVIDER Tho sty of Raleigh caneenta to the eonnection aid axtenebn of the City~a publk water system ere shown on thle plan. The material and G~
ad. . 'a ` , ed°. . • a ~ 407.85 ° Conetructton methods used far this protect shall canfam to the 0 ' standards and speciflwtkrut of the Cit(le Public UtDitlea Hondbook
dty of R~eigh ~ V
406 PuhAc Uteltke Depa~ tme~ Permit ~ O
AuthariaDon to Canebuct ~ dj0 p~`
PRECAST CONCRETE CUL CONCRETE CULVERT Date
DESIGN 8Y MANUFACTURI IY MANUFACTURER
z 0 405
F
w J SEE STEP POOL
W DETAILS SHEET 13 0 "n}~ U1 nrN
INVERT 404 ° INVERT VARIES " °o N B ~
° ^ ' ° SEE ELE d ° 4 . G d i SEE ELEVAl10N ~ 8' 2 DIA. RAIL 3 z MAX (TYPICAL) w D ( ) ~2..oi
e a; e , d , o:w~za
° °dd a d'.° ^
48" MP ~ 18" X57 STONE (TYP) ~ /
403 - N Q ~ ~
FILTEF FILTER FABRIC
i m

4D2 D ALL ECTI 48" CMP LL ECTI ~ m o
INV=402.30 60" CP 60" R P
b- INV= 02.30 INV=4 2.03 N.LS. b- i~;v N.T.S. SURFACE
NOTE: OFFSETS FOR CONSTRUCTION BASELINE NOT SHOWN FOR CLARITY. MOUNT FLANGE TOP OF WALL
401 (TYPICAL)
SURFACE MOUNT ~
DS HEADWA L S HEADWAL STA 112+00 TO TA 1+40 TO NOTE :SEE PLAN FOR DESIRED MOUNTING OPTION
STA 132+00 TA 1+60
400 AL. HAND AIL DETAIL I~
1+00 1+50 2+00 N.T.S. r \
CONSTRUCTION BASELINE
EXISTING CULVERT HADV~ALL ELEVATION ~J
'~I ~J
PRECAST BOX CULVERT
TDP DF CURB NOTES PRECAST I
1) THE SLOPE DF THE GUTTER TO THE CATCH BASIN ~ THE UPHILL MAS' MASTIC
~ SIDE SHALL BEGIN 10' FROM THE " WATE ~WATERSTOP L'
12 3/4' MG~E L THE CATCH BASIN, THE SLOPE OF 8 r THE GUTTER TO THE CATCH BASIN - - CAST IN PLACE 1/2" CHAMFER (TYP
ON THE DOWNSTREAM SIDE, V ~ -f-RAILING ~ WING WALL
pLDy~,y~ SHALL BEGIN 5' FROM THE CATCH BASIN. ' d d° ..J ...I .~,410~60' ~ Q
6' MDi„DVER 1E' DEEP lE' NDL : ° uP TD 6' FRDM TDP of ~ 2) SOLID CONCRETE BRICKS MAY BE ° TOY P OF WALL ~ ~
ti,.t. USED IN 4%4X8 ~ 4%8X16 SIZES. ° n 2» W
3) NC~T APPROVED PRECAST 3 FEET MIN. GRADE VARIES °
6' ~ 6'-4° -`I CONCRETE BOXES ACCEPTA~.E CLASS 2 RIP RAP SEE SECTION 0-4 TYPICAL ON SIDE SLOPES
USING STANDARD 5' CASTINGS. FOR REINFORCING TOP CONCRETE ~ ...6 AT 12" O.C. / / / / /
~ DTM VARIES D `/i\\/i\\/i\\/i\\/i\\/ ~
~~VA~~i~\/V~%V~% ~ ~ ~5 AT 10" O.C. . a
ELEV. 4or ELEV. 4or I L - HEADV~IALI ;ADINALL CONCRETE~CE
J I ETAL 'AL ~
2 CF/LF OF WASHED a . `.e -•-SMOOTH FORMED FINISH
fABRIC~~ C°Ci STONE WRAPPED IN ON:-CONCRETE SURFACES O
N.T.S. FLTER FABRIC ALONG tl , ; , WHERE EXPOSED TO VIEW ENTIRE LENGTH OF
SECTION A-A RETAINING WALL O
CONTROLLED BACKFILL: HAND HELD ~a°oo ° a 3" DIA. PVC PIPE WEEP EQUIPMENT SHALL BE USED IN o HOLES AT 10°-0" O.C.
COMPACTING BACKFlLL IN AN AREA .p ~ - ` M,4XIMUM SPACING 7
DEFINED BY A 45' ANGLE FROM THE i°oo0o° , e BASE OF THE RETAINING WALL. -
CLASS 2 RIP RAP DETAIL WALK-BEHIND OR RIDE-ON VIBRATORY ° : a ~ o ~ a
GRONT N.T.S. DRUM COMPACTORS ARE NOT ALLOWED. .0~~00 0
3 /3 RE8 ~ PLACE _ 8' LDN6 S' ~5 AT 12" O.C. - 1 4 ' \ \
SAWCDT AND ///`o
BOX CULV9lT e° • ~ " ee' • uP WATER R6HT ° -8 N ~ I v \ a. 401.85'
12' e • OROUT SEAL ~ -FLOV DATE: MAY 07 LOWABLE FILL 4 TOP OF FOOTING
a ° 6) ~5 BARS CONT. DRAWN BY: AHALES
e•0• a°ope ° eja D'-6' ND1-` o°ope °ao.°• E-E! PD'E8 ee' PRECAST CULVERT A a G ° Q '1 q a°d e•
LONG Oi A 9' ~ SIDE WALL , 2) #5 BARS CONT.
~ ~ GD, TOP caNa~E P DOX CIR.VERT d . S ' PRECAST CULVERT ~ ~ CHECKED BY: JLL d. SIDE WALL 4`_10« ~ 8" « ~5 DOWEL BAR AT
10" o.c. WITH 20" REVISIONS
ARREL 8 ' LAP SPLICE
B! BARREL A N0. DATE
. 'c c ~ --18a ~7 r -
STONE (TYP) ~ FLTER FABRIC (TYP)
CONSTRU CONSTRUC110N JOINT
CITY OF RALEIGH HEADWALL VtnTH WA ~ PUBLIC WORKS DEPARTMENT DrvERr WITH WATERSTOP
° • • o• ° • • o• ° • • o• ° • • o• ° • • o• • ° • • o• • ° ~ , REVISIONS HATE 7/3/00 URANN B1: JtB `~,~,,~~~q1j,~,,~ SCALES
5' O.M. N.T.S. CATCH ~N Rn IG ALL SECTIQ
BASIN ~`~0~°'~S~°•~~4•''. • : a-a NONE
- DRAWING NDT TO SCALE - STD. # 30.01 FIB I LY ".T.~
PROJECT
• 73116900
C • . • , . •~5~~~~~ SHEET N0.
~i q~C , NP 14 OF 17 ~1~~ l
DRAWING NO.
14

v z v m p m Z
v •Q 811-2 Hit-2 H ~ ~ ~ 100' TO 200' ® PREPARED NE IAN °H }
C ~ 48" X 30" 48" X 30" * * ~ ~ C -i H• z Roan Raab Q Q H• z ~ O ® CLOSED CLOSEa Q H ~ ~ G7 O TO sroP R ~ Q Q ~ ~ ,?n~
DHO~ Wi-8R W1.8L y~/ H~~(~ DHQ~T W20-7a W3-4 W20-4 H ~ ~ V ~ ~1 48° X 48" 48" X 48" 48" X 48" as
r Q~~ Q 48" X 24" 48" X 24" X X W~ O H r p 'T~ p m Z = ~ W13-1 MP.H. 1.4L ~ H Z ~ _ ~ 20' 20' lt. J a H Z O MAX MAX UA W © ~ © a ° ~ Q
H ~ D 5aD MIN. TYPE III BARRICADES 24" X 24" 48" X 48" ®o = D n O~ n~ NO-PASSING W I Z L!. ~ p 0 7o n -i
='~'1D~'m TRAIL END I-~40= _,~DDm Z ~ 25' 25' A U OG t'3 z ~ I-U O= p U
Q H (A O _ ~ O ~ -?I 1500' MIN. NO-PASSING APPROACH END _ Z W Z = '0 Z ?°E ~ ~ ~ ~ o H r
OOH 4 ~ ® - - - « ~LL~J OOH - - - - - - - - G16RK AREA ! - - - - - C7 ~ _ _~"lORK ARLA I ~ ~ H Q U
t7Z7oZ ~ - • ~ - i, ~ - ~ pppQ Z~Z Z
~ ~ D 1500' MIN. NO-PASSING APPROACH END A ~ ~ B ~ Z ° H ~ ~ D D D D ® 500' MIN. ~ D -I b b b A V t0 H H ~ E F NO-PASSING ® t1 O ~ b O TWO-WAY DpytN I- H
O ® BEGIN END TRAIL END E W~ Z O TRAFFIC BUFFER BUFFER STREAM Q 50' TAPER SPACE SPACE TAPER ~ W
Z 01 OA CURVE CURVE ® ~ MAX ~ Q 50'-100` 50' MIN. 50' MIN. 100'
- * * ONE tAN BE ROAD PREPARED
TO 5fOP
0-4 W3-4 0-7a W1.4R W1-4L 48" x 48" 48" X 48" 48" X 48" SEE GENERAL NOTE 8. THESE SIGNS MAY BE 0-7a I" 48" X 48"
W1.4R 48" x 4a" 4s" x 4s" REPLACED OMITTED FOR SHORT DISTANCES. d8" X 48 / N
Y Y XX X X EE ENERAL N TE .MAY USE DIFFERENT SIGN. ' MP.H. MP.H. S G O B INSET FOR Z LANE ROADWAYS WITH 2-WAV TURN LANE Q ~Ga bH~ W d ALL OTHER DEVICES ARE THE SAME AS ABOVE (n ~
r- Mr.x. W13.1 W13.1 D
W13-1 24 X 24" 24" X 24" ~ Z rn rn 24" X 24° ® rn OWV o U
Z z BJtER IAN p '3 O PAVEMENT MARKYNGS FOR TEMPORARY DETOUR AND APPROACHES pC O QOSED aaseP ® cios~o LL ~
Z ~ r ~ H .rr ~ wDRx AREA ~ a~c ~ ~ W O _ _ Z _ _ N
(A ® H WHITE EDGE LINE O O N N W2a-s r H ~ YELLOWIYELLOW ~ H I- ~ _ as" z aa" as~2z as" 1~ ~ ae~x ae° ~ J J
~ 1~. = RAISED PAVEMENT -*~0 ® ® ® 0 0 DOUBLE YELLOW ~ ~ W D rn CENTER LINE O (n
MARKERS ON 20 FT. Q ~ ~ TWO-WAY DOWN ~ ~ r TRAFFIC BUFFER BUFFER STREAM D ~ w
-I -I SPACING WHITE EDGE LINE ® ~ D rn D ~ p z TAPER SPACE SPACE TAPEfl W Q ?
~ z ® Q y o -0 70 v oc v D 50'-100' S0' MIN. 50' MIN. 200' ~ Z ~ N ~ ~
OOD o ~ ~ Q ~ 0 N N
~ ~ Q n. v ~ v GENERAL NOTES ® D Z ~ ~ GENERAL NOTES FOR FLAGGER OPERATIONS Z J ~ ~ Z~~
~ Q W ' ® 1 v 1-THE SIGNS ON THIS STD. MAY BE APPLIED TO MULTILANE ROADWAYS. ~ H ~ 2 Q ~ ~8~ww 1- REFER TO STD. 1101.11 SHEET 4 FOA SIGN SPACING. ~ V ~ w z ~
~ ~ O D 9 2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. (A ~ Q S r°>> ~ _ NN as 3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. U1
v r D 2-REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING. W r ~ 4 rn ~ _ D H 5 4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. _ 5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE FLAGGER. H ® N 0
O Z 3-USE ADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN Rii-4 ROAD CLOSED TO THRU TRAFFIC IN THE ~ (n rn (REFER TO STD. 1101.11 SHEET 2)
C C EVENT THAT TRAFFIC MUST BE MAINTAINED BEYOND THE CLOSURE LIMITS. Z 6 6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE TNAN 5 MINUTES AT A TIME. J ojj 7- DRUMS OR SKINNY-DRUMS MAY BE USED IN LIEU OF CONES. ~ LLI
70 ~ O n m ~ ~ 4-REMOVE PAVEMENT MARKINGS THAT ARE NO LONGER APPLICABLE IN CONJUNCTION WITH OPENING/CLOSING THE TEMPORARY DETOUR TO TRAFFIC. O O 8 8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. SUPPLEMENT FLAGGERS LOCATED z W z i AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a) PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER
RIO Z r 7J N ~ W O WHERE INTERSECTIONS ARE SIGNALIZED AND PLACE SIGNALS IN THE FLASH MODE. J 3
5 PLACE PAVEMENT MARKERS FROM A POINT 500 FT. PRIOR TO THE BEGINNING OF THE TEMPORARY DETOUR, ALONG THE TEMPORARY DETOUR, fA 9 AND END APPROXIMATELY 500 FT. PAST THE END OF THE TEMPORARY DETOUR (PLACE MARKERS ON 20' SPACING). rn 9- FLAGGERS SHALL NOT STAND IN THE ROADWAY.
® LEGEND GENERAL NOTES FOR PILOT CAR OPERATIONS N ~ ws!~!,y 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
6-USE REVERSE TURN SIGNS (W1-3L OR W1-3R) INSTEAD OF THE REVERSE CURVE SIGNS SHOWN IF THE TEMPORARY DETOUR HAS SHARP CURVES 1 (30MPH OR LESS). PLACE CHEVRON SIGNS (W1-B) ALONG THE CURVES WHERE THERE IS INSUFFICIENT ADVANCE WARNING DISTANCE TO PLACE ® CONE 2 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP), CONES MAY NOT BE REQUIRED ALONG WORK AREA,
LEGEND THE SECOND SET. PORTABLE SIGN AND AT THE DIGRESSION OF THE ENGINEER, CONES MAY BE OMITTED ALONG THE WORK AREA IF USING A PILOT CAR. (NOTE: CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS).
F STATIONARY SIGN 7-USE ADVISORY SPEED PANELS (W13-1} IF THE DESIGN SPEED IS AT LEAST 10MPH LESS THAN THE POSTED SPEED LIMIT UNLESS A LOWER ~ FLAGGER s 4 3- NOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A VISIBLE LOCATION ON THE REAR OF THE PILOT VEHICLE. 4- DO NOT INSTALL MORE THAN ONE (1) MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER TO
® DRUM SPEED IS DEEMED NECESSARY BY THE ENGINEER. SHEET 1 OF 9 ~ DIRECTION OF TRAFFIC FLOW THE END OF THE LANE CLOSURE. SHEET 1 Of 9 I ,
DIRECTION OF TRAFFIC FLOW _ SHEET 3 OF 9 6 SHEET 3 OF 9 ~ 8 IF THE TANGENT DISTANCE ALONG THE TEMPORARY DETOUR IS LESS THAN 600FT, INSTALL THE WINDING ROAD SIGN (W1-5L OR W1-5R} AT THE 5- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT NETHODS OF SAFE EGRESS AND INGRESS ~ 1 1 ¦0 2 I,~ FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS. A
q 111.2 1 1 O 1 e O.7 LOCATION OF THE FIRST REVERSE CURVE SIGN {W1-4L OR Wl-4R) AND OMIT THE SECOND REVERSE CURVE SIGN (W1-4L OR W1-4R). 1.1 1 e
~+~J\~
~.J
QI
~J J
p
Q (1,~ J
W ~ U
v Z ~ Q
LATERAL OFFSETS ~ o H~
,~.E-E ' z Q Q U
~ N O FLEXIBLE QELINEATOR ASSEMBLY Q ~ ~ H O ~ FLEXIBLE DELINEATOR N ~ = U
r'Om-Ip <LJON-E m Z E.O.P. O O n' = Z O
H -I D ~ to W
op~nm WQz~= =-n~'D I-c.~QO U Z
z~ Q ~ H =~'o~ ~-=~'zW Q
zHor cn~-,~oJ
~ O~ H POST REFLECTIVE SHEETING ~ p H Q O
_ z SECTION VIEW A-A 16 s . in. MIN. 4'-0" To TOP ® ~ oC ~ ~ ~ q OF SHEETING Z ° ~ V REFLECTIVE AREA ~ ~ ~ Z
E„E 1 1 n 1 n ® ~ H G7 0 ® 3/2 TO 4/2 W O Q
0 z ~ rd
NOTES ~ ~
ED SHOULDER 1. ALL TREE LOCATIONS AND SIZES ARE APPROXIMATE.
3 in. MIN. WIDTH SHLD. POINT
2. NOT ALL INDIVIDUAL TREES TO OE REMOVED ARE
o°°,° •°g°..°e°°a°o°o°,.° SIpE o°a , . ° . ° ° ~ ° ° SLOPE SPECIFICALLY SHOWN ON THESE PLANS.
-n FLEXIBLE DELINEATOR POST r RAMP
fl1 DIRECTION SHOULDER
~ rn OF OC t' ~ Z TRAFFIC
W E~ lt- ~ r H PLACE DELINEATORS AT CONSTANT DISTANCE FROM TRAVELWAY .1
m q A ~ ~t cn z
H DATE: MAY/07
fl1 FLEXIBLE DELINEATOR T Z
1' N Q F-i p.~ ~ E.O.P. ~ PUbIIC DRAWN BY: AHALES
Z Z ITI D Sewer Collection. ~ Extension System CHECKED aY: SREEVES
~ D BASE SUPPORT DRIVEN ~ The City of Ralolgh caneenta to the connection and extanalon of the
~ ~ TO GROUND LINE ~ ®v City's publk Ewa oyetem as el~own on this fan. The material and REVISIONS Construction methods used for this pro~t shall conform to the
ao z z standards and speclflcatbns of the qt a Public UtRities Handbook.
v FACE OF CURB Q 1~9 H ~ a° ®1 qty d Relelgh N0. DATE Public utiiDee DaparMant Peemit i
z D 4'-0" TO TOP N W
N ~ OF SHEETING Z ~ HEX BOLTS 6 RECOMMENDED = PUBLIC Autharlmtion to Carrctrud 111 l f I l l
y. o cn r O 0 H ~ UTIUTV INSTAUa110NS AND OTHER Pusuc FApU11ES, PUBLIC Date ~ARp~ ii,~ HER PUBLIC FApU11ES, INq.UDIN6 SIDEWALKS ~ ~ • SS' • /y ?i
BE SHOULDER .I AND HANgCAP RAMPS ALB: Tn ~ CONSTRUCTED ON r 'n 1 B„ POINT SPEgFlED BY THE qTY CODE. THESE FApUT1ES HAV I ~ caNSiRUCiED ON ALL sTREETS AS ~ y, 1HESE FApUIIES HAVE eEQ1 APPROVED BY Public F0~ P.~il~ ~ L
A O 0 Z ~ THE qTY ~ RALt7gi AND SHALL ~ SO BrSTAUED ~ 0 ~/g" DIA. HOLES W IS AUTHDRIff.D BY WRITTEN APPROVAL PUBLIC SAKI U.L ~ SO BtSTALLED UNIESS A A gtANf,'E PROW. PUBUC SANITARY SEWER Water Distribution /Extension System SCALES
N EASEMENTS ARE Tb BE RECORDED PRIOR TO FlNAL A JED PRIOR TO FlNAL AOf~PTANCE The City of Ralebh coneento to the connectlan and exteneton of the
® 0 ~ Z 0 RAMP y SBNATURES qt~a public water oyetem ere shown on thla plan. The materiel and ~ ~ /
0 tp9EFe~ d__el~h Construction methods used for thle project shell confam to the . (~~ti~ standards and apeelBcotlane of the City's Public UtDWee Hai~ook 9 1, • N TS
0 ° ° ° U-CHANNEL BASE SUPPORT o s o ~ o Pueuc uTUmEs sty or Relegh ~j//~ N11,\~, ~ PROJECT
0 TRAFFlC ENq~ER Publk UtiRDee Department Pwtnft # 11
w~,a,,~ten to ~ 73116900
CURB AND GUTTER cav~RVnn~i ENgNEER ate SHEET N0.
SHEET 1 OF 1 SHEET 1 OF 1 15 OF 17
- 1267.01 1 7.Q1
DRAWING N0.
15

WINGWALL -HEADWALL JOINT (TYP)
SEE SHEET 14
ENDWALL SECTION (TYP) x
WINGWALL SECTION (TYP) SEE SHEET 14 SEE SHEET 14 CL STA 1+41 CL STA 1+52 CL STA
OHFSET 31.21 OFFSET 2475 OFFSET CL STA 1+63 O OFFSET 26.20 HANDRAIL
SEE DETAIL SHEET 14 U
TOP OF GRADE BEHIND ® b HEADWALL EL 408.5D GRADE BEHIND Q ALL EL 408.5D c
EXISRNG CL RAVENWOOD DR. U
4Dg.22 409.60 409.77 CL ROAD 410.10
c c c c
-
CONSTRUC110N -CONSTRUC110N EW HEADWALL & DINT WINGWALL TOP=409.00
6" TYP DINT
G~ bN
~ V
BARREL A d d BARREL 8 d d BAA BARREL C O d B~x4~ ~
8'x4' 8'x5 B ,~j0 Off.
b c w
a NV. 403.85 8° ANNULAR ~ \-8° ANNULAR SPAS INV. 403.85 ~ ~
BEHIND HEADWA W/FLOWABIE Fll BEHIND HEADWALL FlLLED N $ ~ N W/FLOWABLE FlLL (TYP) p a ~ ~
5EE DETAIL 5HE 5EE DETAIL SHEET 14 o z ~
2" FlLTER FABRU 18" x'47 STONE BEDDING '-12" FlLTER FABRIC (TYP) ~ g = ~ m
TYP. UNDER BOX ~w~z~ ESS OF RIVER STONE C M ~ ~ _
CULVERTS, HEADWALLS. 12° THICKNESS OF RIVER STOP AND WiNGWALLS W/ TO MATCH NATURAL LOW F1Ai NATURAL lOW FLOW - a N a a N
FlLTER FABBRIC. ExIEND CHANNEL MIN. 2' BEYOND STRUCTURE ro
ALL SIDES. 0
L
UPSTREAM HEADWALL ~~y
A-A y
(ELEVATION LOOKING DOWNSTREAM) ®rd.®~ EAM) ~~p'
W
U
Q
W
~ ~
WINGWALL -HEADWALL JOINT (TYP) SEE SHEET 12 (v J_
~-~L. ,Q
ENDWALL SECTION (TYP) WINGWALL SECTION (TYP) SEE SHEET 12 W
~ SHEET 14 CL STA 1+09 CL STA 1+20 CL STA CL STA 1+31
OFFSET 2210 OFFSET 23.69 OFFSET OFFSET 25.28 HANDRAIL SEE DETAIL SHEET 14 ~
TOP OF GRADE BEHIND GRADE BEHIND
a b HEADWALL EL 408.50 ALL EL 408.50 c U
EXISTING CL
RAVENWOOD DR.
409.22 409.60 W ~ 409.77 CL ROAD 410.10 ,
c c
c c
~C0NSTRUCTION - EW HEADWALL & O -CONSTRUCTION WINGWALL TOP=409.00
8° TYP JOINT JOINT
O
0 BARREL A
BARREL C d d BARREL B d d BAP 8'x4' 8'x5 8 d 8'x4'
b
0 \ c
NV. 403.20 8° ANNULAR S BEHIND HEADW `-8° ANNULAR SPACE INV. 403.20 BEHIND HEADWALL FlLLED
INV. 40220 W/FLOWABIE f W/FLOWABLE FlLL (TYP)
SEE DETAIL SH SEE DETAIL SHEET 14 DATE: MAY/07
I 18" X57 STONE BEDDING 12 FlLTER FABf ~12° FlLTER FABRIC (TYP)
UTWTY INSTAUATIOPIS AND OTHER PUBLIC FAgU71ES, INq.UaNG TYP. UNDER BOX 12° 1HICKNESS OF RIVER STOD SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSIRUCIFD ON ALL CULVERTS, HEADWALLS. TO MATCH NATURAL LOW FL01 ESS of RIVER STONE DRAWN BY: AHALES NATURAL LOW FLOW
siREETS AS sPEaFlED ttY RiE air cODE. 1HESE fACW11ES HAVE BEEN AND WINGWALS W/ CHANNEL APPROVED BY THE dTY OF RALEIGH AND SNALL DE SO INSTALIID UNLESS FlLTER FABRIC. EXTEND CHECKED 8Y: JLL
A A CHANCE IS AUTHORIZED BY YAWTiEN MPROVAL PUBLIC SANITARY MIN. 2' BEYOND STRUCTURE SEWER EASQIENTS Aifl: TO BE REg7RDED PRIOR TO FlNAL ACCEPTANq: ALL SIDES.
SIGNATURES: REVISIONS
a~~ofE~ DOWNSTREAM N0. DATE
PtlaJC t,T~.mES HEADWALL
1RAFFIC ENgNEER B-B
CONSERVARON ENaNEER
ELEVATION LOOKING UPSTREAM ( 4M) \~~t~i~ i itt~ri
Public Public cARnt''% SCALES o. 'ss~. ~y,,
Water Distribution /Extension System Sewer Collection /Extension System
The qty of Raleigh consents to the connection and extension of the The Ctty of Raleigh consents to the wmiection aid extenelan of the qt~s publk water ayetam ca shown on this plan. The material and. gtlla public eew~ system as shown on this plan. The material aid ®F~P ~ Mkt ? ~ ONLY NONE
Conetnmtion methods used for thk? project shall confarn to the Canatruction methods used fa this pro ct shall conform to the standards and ~eciflcatione of the qt~s Pudic Utgitlas Handbook. standards and apadflcaUone o} the Cit a Public UUIlties Hmdboak. ' ~ PROJECT
qty of Rdelgh qty of Raleigh ~ , °~p~~~` 73116900
Pubic UBRies Department ParmR / Pubic UBltlee Department PermR c
Authortmtlan to Construct Authaization to Construct ''~~/~E~ „HP~~~\/~l SHEET N0. ~l~~ 16 OF 17
Date Data
DRAWING N0.
16
i

~ ~ ° Public
~ z rn~ 2~ o ~ ~ t~ .,I tID ~ ~ ~ ~ IA N N ~ o M ~ Sewer Collection /Extension System
O W Q O ~ a0 W Q 0~ ~ ~ ~ O ~ I~ N Mj O N ~ ~ I~ n ~ fie City of Raleigh consents to the connection and extens(on of the
+ '~I=~ COQ ~~i N~ ~ ooo~ co cp O O ~ ~ O O ~ Cit~a public sewer system as shorm on this plan. The material and
0 o EXISTING o 0 ~"c m •-e( ^R m OOrj~ d'Oef',p~. I II il~h OOp,~O ~t' ~ N ~ d. O Construction methods used for this pro t shall conform to the O O rj O Cp O ~ O N O II II d' atandads and apeciflcattons of th® Ctt~s Public Utnitlas Handbook.
co - o GRADE ~ ~ o00 "~~o rn'~-~-~-~II oa~o~ Qxo: Q Qk~ +~~r~ +oi~ti +~Qm~~ + ~r i• a p tie F- e p ti~ Q o O O o o oo 000' tC1tc~Od' Cn~-~-~II H "I' pp d' I-- ~ ~ d' H- ~ ~Q., m ~ Cfty of Rabigh W'
t~tp4, t~cp tncOl~, ~YUC9 N~0,2~ c~d,20 N~Z?ZO ~O ~ ~ ~ 2 0 ~O ~ O ~ .~0. ? ? O P~Ik Utilities Department Permit
410 _o II ~.z° - I.Q. ~ Q ~ ~ Q ~ ~ , Au~orizatlon to Canstnat W U
410 40cn~__ cn~?? y~22 cn~22Z p ~ Date ~
1 CONNECT TO CONNECT TO _ , ~ - - - -
EXISTING WATER = . ~ EXISTING WATER _ _ - - - - i a TEMPORARY v
MAIN COVER MAIN COVER - - - ~ - ~ Na, ':e ~e ~ ~ G GRAVEL ROAD
UNKNOWN UNKNOWN
EX. GRADE ~ Public
EX. 3x5 CMP ~ Water Distribution /Extension System
~ The City of Raleigh consents to the connection aid extonalon of the
it - - a ~ Citya public water system as shown on this plat. The matatal and ~ ~ Construction methods used far this protect shall conform to the
~ standards and epeciflcationa of tho'. Ck~s Pub11c Utgtttea Handbook.
~ II EX. GRADE ~ v ~ i ~ p~lykf Utlities Depatment Perrnft ~ Ga
45' BEND f f I ~ FINISHED CHANNEL
INV.=403.71 I IV ~ INV. EL= 403.0 Authod:aUan to Construct ~ v l
u ~ Date O
i l II ~ .s7 i TEMPORARY CULVERTS p~~
„ 34.4LF®0 If ~ II EXISTING 8 I ~ INV-403.5 PUBLIC
8" CLAY DIP I I I I SANITARY SEWER S I
II rn', I SI 8 CLAY 8 1-rt--- S8, 5 i ' UTILITY INSTALLATIONS Aid DTHER PUBIJC FAgL111E$ INCLUDDIG SIDEWALKS LF ~ 989' AND HANDICAP RAMPS ARE To ~ CONSTRUCTED ~ ALL STREETS AS
I DIP I,A v' 90° BEND C 1. - - ~ SPECIFlED BY THE qTY CODE. THESE PAgLITiES HAVE BEEN APPROVED BY
;-o, I I 8 8+' D1P ° 33.8 LF ®0.83% uiHORi~ BY WRITTEN APPROVALE PU~.IC SANITARY SEWER EASEMENTS " ~ ARE TO BE RECOR~~,~~TO FlNAL ACCEPTANgE. o ~ ~
II N
401.85 ? 10' EXISTING 8" 8" DIP ~~°~aN~ o ~ ~ ~
~ SANITARY SEWER DEMO PLUG 3 Z~~ L _ _ Pt~uc unuTlES ¢ ~ z
s „ TRAFFlC ENpNEER C m ~ ¢ _
400 EX. 36 CMP av~a:aa
~ INV.=402.13 COPISERVATION ENgNEER ~
400 400 16" STEEL RESTRAINED ~
~ PIPE CASING JOINT ~
i
55' OF
45° BEND 398.47
14 STEEL E CASEMENT 90° BEND
I~I "~+..1
10+00 10+50 10+94.54 DATUM' ELEV DATUM' ELEV '~I
395.00 395.00 `~J
WATER MAIN PROFILE 30+00 f0+00 30+50
Q
o 0
~ M SEWER MAIN PROFILE ~
~N~~ ~ co MANHOLE 10 -MANHOLE 30 a` W
- ~ N ~ ~ ~ ~ 20+00 20+50 o000 o00
o ~ ,I „ ,I ~ • o SEWER MAIN PROFILE
+ a; Q m + ~ Q m ti MANHOLE 10 -MANHOLE 60
ooZZZp "022 p ' ' ' TEMPORARY GRAVEL ROAD _ ~ °
~n~____ ~~zZa W
410 W
~~1 ~ _..J J
~ 7t ~t Tp~R.~ ~
\ ------~B-~&~---- ~ ~ ` 6.70f s.~of - - - 4os.~at 4
EX. GRADE
_ _ ~ \ c ~ TOB(L~_______ 4os.oof
o , _ ~ Q FLOW
o
c~a ~ 2a ZU J ~V
~ ~
k' x o ~ W Q
w m EX. STREAM CL Q
PLUG
aa4.zot----------- ~
_ _ 403.201'' - - - - -402.801
404.11 403.20
(3x5 CMP) (3x5. CMP) ~~~~111I H I I~~~~~
402.13 402.13 108.3 L ®0.28X „
g' (60 CMP) (60 CMP) CLAY I ~.~~~p~~(N ' SSR~~iy%,
12 DIP 12 CLAY
SIMMONS BRANCH PROFILE ILE FOI~PI~ ti . ONLY ~ - - ~
NTS . ;
~ DArE: MAY/07
400
N o ~ r Jt,~~,',~,~,~ ~ DRAWN BY: ANALES
412 M
N M tj ~ 41 N ~ r ai ~ O o ~ CHECKED 8Y: JLL
~ ~ ai o o ~ 41.0 ~ o o ~ ~ ~ ~ ~ - ~ ^ l ~ REVISIONS
o ~ ~ 409 ~ - ---x- - ~c----- - . -----~c-- - -------x - -~t
_ _._--~c- _ -~c _ _ _ _ _ N0. DATE
z _ - - a 408 ~ _
Q 407
J 406 - - - - - - RIGHT EOP HORIZONTAL SCALE LEFT EOP 20 0 10 20 40
w - CL PROFILE
05
04
DATUM ELEV 1 INCH = 20 FEET .SCALES
395.00 403 4 2 ~ o coy c0~ ao~ 1 ~~=2, ~v)
~m ~rn ~rn °0 rn ~ a°o ~ c°o °o n ~ VERTICAL SCALE PROJECT
40 ao ao w ao ao 0o ao ao 00 ~i ao 00 00 00 00 00 00 2 0 1 2 4 73116900
0+05.12 0+33.84 0+65.88 1+02.54 1+19.41 1+45.5 1+45.53 1+73.50 1+99.96 2+26.68. 2+57.47 SHEEr NO.
40+00 40+50 41+00 S ATIO ROAD CL ~D CL STATION 1 INCH = 2 FEET 17 OF 17
~~in~en n e n'n~ ~on~n e n n. irwnnonnr~ n®ae ~e noneu e '9DnCll c DRAWING NO.
~7GVVCR IVI/111V I- RVI I -L- r%myr-IVVVVVU URIVG I~RVrILG Rvn~c
MANHOLE 60 - MANHOLE 30 NTS 17