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DRAYY ING IlVLF,,X; REVISION DATE: ,9/9(0)8
1 1 COVER SHEET
FILE RU-1 AY UTILITY PLANS TYPICAL SECTION AND PRO 2 ROADW & r ~.t,~
X-1 TO X-2 3 ROADWAY CROSS SECTIONS
- T D-2 TILITY DETAILS D 1 0 4 ROADWAY DRAINAGE AND U

EC-1
ION CONTROL PLAN AND. DETAILS 5 EROS
P-1 PLAN C
6 CULVERT PHASING.
-1 T AND DETAILS C 0 C-~ 7 CULVERT PLANS
O -

. , ROL PLAN S TCP-1 TO TCP-5 - ~ ~ ~ - 8 TRAFFIC COLT n., = } - - M r~.~ tl =
r
- v~ _ _ 6 . Publtc tlflliti'es f?eparf~ienf I~i~f~[~t;~Iftli~tbS~!~trSt#ttl!'ttt
. I T ` t or- a#1 devetoptttent.projeefswifttfit Ralrlgh_=z E ~J, e2~uitmtt Ca ` PUBLIC IMPROVEMENT - ,Far~ll ~e~~amEnt~n~~eck~vritvn Raleigh~sETrpte~esubtrytto . C~np Exotttinge Pf~~a8nrt~ 3t)4,;~Rat~rgh, htC neat R1~dneSt~ 6't fa~81~51i~>1'°
` Qne Excftange:Plaza S;i~tte304 E~aleiglt, CaC r?avi phone 91$x16 2f55fax [phone]t1:t REVISN)N DATE: r?/9/U8 - - . k~ra1l ds:*.~opmstt pr~arr#s oxrt~rtle of R~er~t~~ETJ,prk~~submlt~4
- _ Forall dexelopment.pcojects otttsfite a1'Ratefgn's E~'J, pfease.su6mlttG: Cfns: Ext:hange Plaza Stiife'62U; Raielgl3, Nrs 2Z6t}1 A(tan~;9`19-8d7-~54D fax 919~85~~454:5: ;;QtreEcGhahga t'laz;rt~~rt~6~' RBtergh`t~f~ 276Jf;~trene ~9'~$~14~9C+f~~'197
PHASE NUMBER 1 _ _
rt ,
'1'ti1~~~ip~tl~34'Ht31~t~t~+Eti~tYt.
PUBLIC WATER LF 164 ~ _ i~treci~rrc~ie ~n~~ri}~e~~pra~d ~ks~ ~f ~~lzrgh~?s~ter~~atprr, ttar5a~?mert iyl~n-~n~d~~i~r~~ers ~~cct~ •
APPI#oanE ~111:.C3FIIWSC _ - - .
~~Jartixatfois City ui i~alegit :A}y3ir~~'it'.: Bill; ~»il~~ .
SEWER LF 96 ~p~ft~ PUBLIC i13t#ing .0.ddress 22Z riVast t•fargett Street, Raleigh fVG 276ta2
_ _ >~~ni~#i
~ttons (81 Sj,8~0 37fi6
PUBLIC STRE _ ET LF 114 ~r~~.---_ p~)!~n^fat"~an=-=-=s ~;#~alllr,~;At _ . ;#~arllr,QAekf'~s5 .z2~'4I~~!t; ]Carget~ Ral.ea:g~h NC:'~~btl:~>
tsraject game DortEh Street Culvert Replacem. ent, Prgject No. G1N,~{l08.9Q33
_ ; {?her?? {?h~? #9191r .S9tl 376:
P U B L.I~', ~ EWALK L F pro ect Ga~atlo;, At the nterseGGoti:af Uort~li -Streef as north lar/est S.traet: 1. It -
Projectl)eserlption #~~tallatfon of 9G LF". of 8"'Ductfle.lrori ~awerLirte end 2.Each, 4 FT..Diarrteler Manholes
~rote~ Y NSTALLATIONS AND OTHER PUBLIC FACILITIES INCLUDING UTILIT I ' Froiec~ hCani? Dostah Street; Gulvei~t Regla~eni~ent ;P~o1e~#: ~Nb ~ti48 1X83
TFD ON ! NumberafUr{tsserved , STDFWAIKS AND HANDICAP RAMPS ARF TD RF CDNSTRl1C :-_._._.v_,, _ ;.Project Lt~ >Pro~e~t Lt+~kiAn ltt; t:1?~~s;~:nt~er~~~timn::i£ .Diir£~H..Stareet ~attd•:`North :Ae:~~:.Street;
ALL _-~vas~ e~ _ a ez3--= i- U BY LIIY C.UUE• I LS ' H 'E F AC1 L I i I ES - - 51REEIS AS SP~.LI IL Water Distribution I Extension System
Type of Y4a>at~water. 'i7 Dpmest#c Q (itduetr#ai Average Dotty Flow (gallons) b NO NBYJ (=foW In~tall~xt;lon ot'. 1~i1' >iR ~f liuet:xle bran ~atlerl,ine taa replace aril try:
HAUF RFFN APPROVED RY THE C 1 TY CJF RAI F T GH AND SHAI I RF ~ - - I ;l)~entitl [~~onptr~n. ~ ~ ~ ~ ~ ~ ~ The Ci of Ralei h consents to the connection and extension of the Cityr's ublic water system to tihe axis ` t;xng $ ° ~raterT3ne as shown on this plan. The material and construction metf~ds used for this proJect shall
S0 INSTALLED UNLESS A CHANGE I S AUTHORIZED BY WRITTEN t'nuiitary. owastewaterpfant `,;~,taewsg;~tver - • conform to the standards and s eafications of the ' ' dbook. p Ctiy s Public Utilities Han
T ARE TO BE - _ _ _ -tnrl[a?a~cnn-...~.----- °.___e . ~ ~ `,t~isr,t~~; ANITARY SEWER EASEMEN S - APPROVALo PUBLICS - `,t~isnG~ ut Lhrt 5eh~d• ,,a.; rro,: rtaur Gonnectaans City of Raleigh Public Utilities Department Permit #
tunfKSCtor Irisia1tmgSewer RLCURDLU PR I UH i U I- I vL ncCEP i (1NCE r , ri ti to C tru Autho za on ons ct
. _ , kfotmat? `Gompary Name ~Rntact tfoanahon abcrt ~t~~arefnr~e~ter~r~_ - Date
TRANSPORTATION SERVICES ' _ _ _
company Rddrsss Mailing Address E~imaEe~l ~rrnp~atr~ Date Sewer Collection i Extension System
_ °E~tmaEe~1 Pl1Bl 1C UTI1 1TTFS phone Estimated Completion Date
-.::_..~w _.M-- - _ - ~ra~-~~i:s~. mm~ ~ Theh iiy of Raleigh conse,~nts to the connection and extens~io~n of tt~ r~ity~ public sewh~~ ystem ~ ~ ~ ~ ~ ~ ass wn on 'plan. material and constructia~ me s used r is project s
CUNSLI ~U(11 I UN LNC; INLLI ~ V - - ~,:~=~ngiri~rittg.F[r~n~n7orr~an-_._..-_ " -=--0- _ ;gnat%t irrgr~e~n.~ . conform to the standards and specifications of the City's Public Utilities Handbook.
Ensfnaerrng l:#rtn Wetferal!<Ingineerirrg, Ipc: Coittaet Gre S. Aurvis <PE g _ . W~t;heril~:. Eng~n~errpng: Ines Greg 5 ~'urv~.a,,
tNatttttgAdisGess 558:Jonesl4ienkltry:Road~.RatetghfVt;276t1ti° Phone (91i?j8.51-8077' = :t~atlt ~ tom, - - - - - - . - - City of Raleigh Public Utilities Department Permit # _ < tiar~rrQAct•Ire.~ 569°` Jokes 'E~anklxn ltsl , ;~w.tie ~~4 ah~sr~ ¢9!i91 ~5 542 Authorization to Construct
; ~?.ur~uatt~ '3iP~-ai~iT1JG _ _~J . 9....`..~i~t~1~~ f@R DA~It~'~enera"t~taftba-6-1ta sre~ U~~1~" ttu °~al:~ight :b1~ ~76~fi
_ ,obi Ir~l , TES 1 - - A Sfgnattrre Titfe Date h ~~0 ~i~ e rt~y~F~~~ ~ ~ W ~®®aon~l~~~-y~ Dat
Pro e t t~ , . l .c Manager 0 Sg _ ~ oy - ~ t?
. ww~to PE _ _ . ~ t~ t/o9 ~ Fti 9 ~ ,,.t~aju;. y ~o ~.,~i~atu~~; 'f'~kp;~e ~rar3ect;; ;11~t~; ~~i ' ~i
,Greg°S.:Plttvls; P£ Q Sngiiieer's Cedificatlori I, , as s:duly reglsiered ~ - ; , The Gonstrucfion Contractor responsible for the extension of water, - Q Prr bSaaaab~ _ ~ . j l b p~'F~~1
Proiessfonaf Er>r~ineer m tits Slate of North Carolina, herabycaitify that lire piansand,speetElcalions attactte~ 9 ~ ~ per,; sewer, andlar reuse, as approved in these pions, is responsible far ~ ~ Er~reer'~fi,±:ttifiga#r~n t '~Ze~J t._ lrwt`i~3.~, PH _ ,as;~~ul~~itere~?; ~ g~ ' EI
here=o.'arQ eonslantVtfih:the:aiiouesummar}c ~ w' - * ~~.sat~r ~r~.s;~r~rr~},~r~rne~cui'tir= Sian ~fNcrth~Ga~lrna i~ereb~;~ertrf~ththe}±la~rsan~~pe~pfi~~b~n~, r 2 ~ r•'1
con actor the PubbG W©fkS D~ ~f'tl~'tQtttat 999 83 G890, N ~C`' S A ti GtN~ - slynalpre., , 22999: i ~ ~ ~ ~ ad i Regf5fra6on~':: AEI ~ Its~~ar~~gr~tantarth~(~~1w~~mrn~r~w W
and the Publa~c llfilrtres Depa,r~menf at L9,9918,_ ~T~4544 at least ~ ~ d~~rrrtrlut~~~~' 9~t~t {L,y. . C GtN~~ J~ye`~
Sgnattre^: twen four hours prior Uo beginning any of their construction. _ ~gnabre=;:...: E~egim is 2~s~9~ ~e
P s: J. e i. ~ utwttnr>raleigiinc.gov: remslon a:2i#:ae g1tt1~
oti bath Cr" De artments in advance of be innin _ ~ ~ ~~..I FatJt~re to n fy ty p g g I~l',`,of1;; =stttw'wt~r~lertl~G.~.~+~ ;~:ua~n a.~~[~
' s a ce of moneta mines and r airs construc#ian, will result #n the is u n ry eq
reinstaliatitsn of any water ar sewer facilities not inspected as a result
of this notification failure:
vvvvvti v~-~;-
" F111i1C~ to caH far lnspectian, Install a 17ownsfream Plug, have
one Permitted Plans an the Jobsite, ar any other Violation of City of - CITY OF RALEIGH on~~ru.ction Pla~~ of Proposed. cirr of ~~E~~H
- - r CONSTRUCTION REVIE~
Raleigh Standards will result in a Fine and Fossib(e gcelusion from ~ CONTACT PERSON: BILL BROWER T DATE:
future work in the City of Raleigh.
1 EET CULVERT REPLACEMENT PLANNING:
STORMWATER:
PHONE NUMBER: (919)-890-3766 Prpj c Project No. 08-0033 PUBLIC UTILITIES: 1 PUBLIC WORKS:
1 REVISION DAiC: 9/9/Olt J~

v~onn Z Sono ~
ROADWAY DRAINAGE & UTILITY QUANTITIES ~ 2
~N~~ W O '~Uo~O~ ~ Q
ITEM QUANTITY UNIT I ~Zo.a W
UNCLASSIFIED EXCAVATION 80 CY ALL CONTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH ~ ~a a c row x m
ASPHALT PAVEMENT REMOVAL 475 SY STANDARDS ANO SPECIFICATIONS OR NCDOT REQUIREMENTS WHERE APPLICABLE. ~ ~ m LL ~ o
ASPHALT CONCRETE SURFACE COURSE, TYPES 9.58 80 TONS z
ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.08 70 TONS ~ 3 o ~ U
BASE COURSE TYPE B25.OB 115 TONS ~ ~ ASPHALT CONCRETE , Z Z UTILITY INSTALLATIONS AND. OTHER PUBLIC FACILITIES INCLUDING ~ a
ASPHAIt BINDER -PLANT MIX 14 TONS N x SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ~ ~ m ~
2`-6" CONCRETE CURB & GUTTER 195 LF ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILITIES r
4" CONCRETE SIDEWALK 47 SY N HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL. BE J z ~ I
4' DIA. MANHOLE 2 ~ N 70°33~ , TOP ,251:95 S 77 32 20 E _ SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN ~ ~ W 4
» 20 W OpT 214.2T 8 DUCTILE. IRON SEWER LINE 96 LF f68_'~ g'%'~-•- 0 APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE = w o
16" STEEL ENCASEMENT PIPE 27 LF RECORDED PRIOR TO FINAL ACCEPTANCE, w ~ a
IPER UMEN~ 8" DUCTILE IRON WATER LINE 160 LF 3 p W. P T S MON TRANSPORTATION SERVICES ~ z ~ I
FRE PG 88 N~ 197gN 90 DEG. ELBOW FOR WATER LINE 4 EA C0 0 33g5+ 262 "LgBq so. . ~W ~ a
N a D5 59, PG o0 PUBLIC UTILITIES ~ ~ W ga
MASONRY DRAINAGE STRUCTURE 2 EA N o gM 19 q 83gq IAg o I-Ipq 5 I ~p D I 2 EA - PIN t ANM G 19T ~ CONSERVATION ENGINEER ~ ~
FRAME VY/GRATE - ~ 12693, P 2 " • ~L' OB pG 26
15 RCP, CLASS III 12 LF ~ ~ 195g+ 1288 ~ 8 70q 6q s n aj 3 ~f
3 pIN i c~
~I ""`ti-~-'"'-- N 70°33'z ISFO ~ N z :REVISION DATE: 9/9108 2 a U a
OW ~ 77 m X W _ W ~ ~
S IN A FEMA FLDOD HAZARD
N -T ~ THIS SITE 1$ IN A FEM~ ~ pF1 MA ..e . ~ DEL NUMBER 1 04, DATED MAY 2, 200b.
R~ N ~ ; ZONE AE PER PANEL NUMBER b N~OpO G qg3 _ N a ~ g561, P 2 o a
a 0~ PG 26 + I ~ ~ ~ ~ o M 195g+ 8265 - GX11 },Q,y,90Y111A4q/}tl/~, IIAI
PIPE DATA SUNrJVlARY a oq 5q ~ 232s9' pIN 11 I O V } 0}}t}Illt} 141„l,,Y N ~ AMES K 169T aaate,~~ C A RQ '4.,,4 ~ aot®°,~~,,, C A R p'°'°~,~, w
I N~ P D INY. EL. - - f ( ~ ~ Ca
INLET N0. RIM EL. INV. OUT El. PIPE LENGTH AT CULVERT r . WlL1G KD ~ Q + , OB g~31, PGO 262 ~aot~Q` C%,'d,,o ~ a~,oo~~,.;~~~ii,;; , A 6M 1959} Q 1105 ' 2: ~ ' q > ~r s
. ISBL OS o 1 258.14 .255.14 4 255.10 ~ J PIN17oa6 SEAL ~ SEAL 'r
aA ~ ' 255.06 N 70°3 ' ° ~ I I ~ ND STRUCTION 2 258.14 255.14 8 3 20 W ~ 18462
W ~ I: E,1-~C t9°2216 f68.65' o ~ ~ C P D - - ~ . ~(J(J LP BAS '~a~4 v~•,. F` • ~ e~~` W , E.ri~~.'~ ~\a°aaa, Iti'~
AH~E s D.oo + o. a ~ o rl t p1T & G ?2$ 10 Q ' IMIT OF ~ /L1G~ KING LO `QT W Q' } ddj00 % ' ~ ~ tpt ~°s~ "jQIF~,,G ..S ` \Q. aaaa 'di
ABg 33. P ~ ~ DIST RB CE P~ 109 62 ( J 48 pG 2 6~t ~ + ARKING U 60j,44 "All }float ~ 60,,4,9 "'~ApA11A1}}}~}}V}}tttpa
59, BEGIN CONSTRUCTION DIP I °xF c BM 19 5q 8136 r, , 0 EG. ATER 90 DE : 00 ~ 1 I N q l~ gti~jog a
iN i'(Oq - - BEGIN ' ~ ELB W ELBO w P S +26.1 r, INE p~L ST>< ~ + 5.0 J -L- POT Sta.13f13.32 _
BLK W ~ 7 .00 a ~ p ~ 1 g~KD Kp I ~ ~3~'~ ( I ~I i ~ y
QI s ~ '
r GI.F ~KD m~ q I ! 6 Isa ( , 3 • ~ ~ J
-L- POT Sto.10+00°00 ~ -s ~
- - c - ,
T N 70°33' ° C&G GUY IRE r r O ~ RE o t w ~ 1
fs 20 W „ - . - ----_-L - ~Y~NE ssz ~ I r a s°o ~oa~war ~ s of . REVISION DATE: 9/9108 ~
C F 40 ~ DORTCH ST PAVE ROADWAY ~ JEAN G 15 ~ SSM E ~ 12 CLAY ss- ~ ~ _ SM ~ ~
10'123+ P 2 r H ~ a' DI . ° ~ - T H E D U L E ~ 26 , , OP 25 ~ 4 DIA.3 . ¢o MEN W 9 AVE o G P 2 ° 1959. P 6 19°2215 ISFD IN=251. 2 ~ M ~ gM 5q 800 S 99.68' !N= 00 ~ R15 » TOP-263' p9 J , i
IN ITpq 0 250.93 E C&G _ 250 i g^n~ ~ 25~ Bg 9g SEWER PUMP AROUND SCHEDULE TT~/~~
" T SURFACE COURSE TYPE S9.58 P UT 250,gp t__.1 r. PROP. APPROX, 3 ASPHALT CONCRE E , - }Zqu CLAY :.2 g8.gg V1
C1 AT AN AVERAGE RATE OF 168 LBS. PEA S0. YD. IN EACH OF TWO ~ ' \ ~....8 6' D F LA S LAYERS. BLK WAI" ~ L- ~ CAPE SCAPE 2a'CLAY-2 1). INSTALL NEW MANHOLE #1 AND MANHOLE #2 OVEN EXISTIN SEWER MAIN.
i ARE ! p Y IR EX.RM! LIM-lT~' X______ -X ~ BASE. 2). SET UP TEMPORARY WASTEWATER PUMPING SYSTEM (SYSTEM SHALL HAVE
BEGIN C&G o` f LAN OF X ~ a! . - 1 ~ 2 PUMPS EACH CAPABLE OF PUMPING A MINIMUM CAPACITY OF 480 GPM FLOW.)
PROP. APPROX. 3/0 ASPHALT CONCRETE INTERMEDIATE COURSE, I.~ARDS +16.47. ~ / ENT DIST B f D j ~ 80, J » ~ + +15.00 TYPE I19.06, AT AN AVERAGE RATE OF 342 LBS. PER S0. YD. = COI~IC.{fo ~ 62.00 USING MH #1 FOR A WETWELL INTAKE AND USING MH#2 FOR A DISCHARGE POINT.
N 70°33, a p ~ _Y. ~ :I- I 0° LOT X N ~ 3). IN CONSULTATION WITH THE CITY OF RALEIGH UTILITY DEPT. (919-857-.4540) INSTALL
168.39 ~ W WALL ~ f o , N~. ~ 22 , ( v; 25 BARN ~
" E BA E COURSE TYPE B25.OB 1 nl ~ f FEA ER TO 0 3 E1 PROP. APPROX. 4 ASPHALT CONCRET S ' ' i EXI 3 S ~ ND gpRW 3 A PLUG IN THE OISCHARGE POINT OF THE INTAKE MANHOLE AND PLACE THE BYPASS E ~I ) ~ ,I~ PUMP INTO OPERATION. a
AT AN AVERAGE RATE OF 456 LBS. PER S0. YD. 3 ~ PAVT. OMQ AN + ~ LIMIT GH X C ~ m 1 ~ W
~,~5 I N N ~AI-~ I SA r ° ~ OF m OF - A~.IT ` ye !FD •.61 ~ CIT pG 510 ~ X ' 4). THE TEMPORARY BYPASS PUMPING SYSTEM SHALL BE MANNED 24 HRS/DAY DURING
QU 1N 293 1SBK T pRl ; RpS N ; DISTL~ AN E gp699 -Id G S ~A ~ IO ~ THE DURATION OF ITS USE TO PREVENT A POTENTIAL SEWER SPILL, U U ~
2'•6" CONCRETE CURB AND GUTTER. 16p6rp 2 in 1SRAN 8 L OT ~ NN Q 82+PG 3 R1 OB G 26 ~ INO L _ ~,N ~ l9 p954 9, p PARK ~ N „ ~ ( 9 63 ~ ~ 5). IN CASE OF AN EQUIPMENT ISSUE WITH THE TEMPORARY PUMPING SYSTEM PREVENTING W Q
~ 195 -Ig66 ° ~ ~ ,i CIOq 6 Oq 53 o CB .56.61 ~ z a W ~ W P N z ITS OPERATION. THE CITY OF RALEIGH SHALL BE IMMEDIATELY NOTIFIED AT 919-857-4540. ~ OC
pIN I~f Top-2 0. - t ~ ~ oR~~G WE N 9°29~g0 1r '9.61 0 ~ ~ OMONtT w
- - -2A N ( T EARTH MATERIAL. Y POT Sta. I3fO2.44 ouj ~ ~ ° Rc? pW N IB T ° .2p ~ ~ z ~ VE ~ ° W 6) UPON COMPLETION OF THE NEW WASTEWATER LINE BETWEEN, MH #1 AND MH#2 AND ACCEPTANCE BY THE CITY OF RALEIGH THE PLUG SET IN STEP 3 ABOVE MAY BE REMOVED a ~ U N
13°AA ~ + I ~ r.- iN UNp N BO°44 34 W 40.85' N 129.31 CB p,256.15 . Z OT F WITH CONCURRENCE OF THE CITY. AND THE TEMPORARY PUMPING SYTEM MAY BE REMOVED. ~
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. , CCF W1RR TOT,251.g5 P _ 277.13 6 GBY OU W1 E 15 ~ - ~
-GUY a ~ O I ..1
I I . A
REVISION- DATE, 9/9/08 l
PROP.. ~
ROW PROP. J ROW T~'~'NTIQN ~t?NTRA~TC~f~S
75 62 }
m - ~ m
o _ i The Construction Cantractar responsible for the extension ofi water, ~ W Q
8 y 19.5 19.5 2 8 sewer, and/or reuse, as approved in these plans, is responsible for W m ° N
.GROUND EXIST 5 - - contactin the Public Works ~eparl?nen# at faze} 63~-sg~o, a ¢ ~
S EXI5T GROUND GRADE G
$ CT a Di Ri 5 Rl 10 and the Public Utilities Department at L9f9) 85r 4544 at least, ~
Z .a2 °02 ~ .02, .02 ~ twenty four /tours prior to beginning any of their carstructian. ~ H o 0
p - - o
_ GRADE TO 1105 Utz ~ `}.~J T T S -
ctG 6 Failure to notify both City Departments in advance of beginning m " o 0
TYPICAL SECTION N0.1 S construction, will result in the issuance afi monetary fines, and require z ~ ~ ¢ ~ o
o EXIST GROUND USE 7YP1GL sECTlorl oro.l as rouows; EXIST GROUND i ~ -Ir STA.10+21.19 TO -4 STA.11+10.00 reinstallation of any water or sewer fiaciiities not inspected as a result m ~ ~ W ~
2 of this ratification failure. ° m a a Q
U REVISION DATE: 9/9/08
~ , o - _ - _ : _ - _ Failure to call.fior lnspectian, Pnstal! a Qawnstream P/ug, have
0 - - Perml#ted Plans on the }lobsite, ar any other tralatian of Ci#y of ~
0 Raleigh Standarofs wit! result in a Fine and Possible fxcluslan from
~ - _ _ _ fiuture v~ark in the City of Raleigh. a Z
EXIST. MH. _
Q TOP 'y i° - - ap - - - ~~W
0 259.22
Q 0 250:90 i
~ ~ ~ ¢ - - o f _ ~ a
~ cD STA. 10+31.0 - d~o~
~ N PROPOSED
p ~ TOP 258.$6 , i D m
INY. OUT 25 . -
- - ~
~ ~
~ ~ - - - - a
(~~N i - »
? ~ ~ ~
H
3 - - - SHEET F
W - - - 5
1 H TH±LLLLL
oe ? W W HORIZ SCALEo 1i = 50'
J s- VERT SCALEo 1" = 10' RU-1
LLa-¢

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! ~ I ! I I' I I'I I (I _ II i I ! Ili I I?:Ili i ii`~ -ii ~i,~I i~l i' ~ ~ ~~i! ALL CONTRUCTION SHALL BE INACCORDANCE WITH CITY OF RALEIGH ! !1 it ~ i._ ;',1111 I ! I I
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! I i l I!i 1 11. Iill! I li I III ~-J-. I! ~ 1 ~f_J ! I i I 1 1 1 I I ! , ! I I. I I I I ! ~ I ! ! ! ! i , ' I ! ! III 1 ~ ! ! I_r_j_~ ~_I~ ` ! ~ - i ! ~I I 1 _ I 'III ! I 111,;;1 ;;{I! II '111'!!1 I III !I ! l' !I II' I I 1 !il !I, I , , ! 1 , ~ 1 I , ~ , I .-,~-~i ! i ; '-1-i ~ -L- I ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILITIES ;
~ _ I_ 111 { I i I I ! 1 !1`~I I I~ i 111!!!1 !ii !II ! III ! ' ! i 1111 ! ( "~,~~i i iI ! !III U ! 111 1 11 ! I I it - ! - ~ Ii +(i I I '11111 II i 1!111 I 11 i Il 'T'-1 i1 I I li,llil!1 ,ir i .t__._.._ f, l l! I I I I ~ i I I ' E I I I I I I I I I, ' ~ ' ' ' ' I ~ ->-;;--i-4 ` ' + '~-i- fir}-~--~+ ~ ' I ' ~ ~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE ' I
! ~ i _ !ilt i i i ii 1 i ITfi t Ilii! i li~!!li! !II'I'!'! li! " I{i ! i !!jii! II ,.Iii! 1 j!!'i ill _ I,I ~I ! ~II i I ITS! !i- llti 1 11!11 fl'~' I Ili I~i [II I r~t-'ice 1! IIIi !!I 1!11!1' 111 i IIII IiI li ! li 111 I~ li _ 111 I I ! (i i ~ ~1-- ~ ~_~T 1' 1 ! i I I I i 1 I I I I
! -u - 1 - - I-`-r--~--- ~ : U I 1+: I ! 1 I I I I I =1~Ci l 1 ! f~ l~i ' I i: l i l E i fi(T~i I! i i i I i l! I! I I I~1 i l i 1, I I I' I ! i! ! I ~ ~iI Ili I li ! I I I I I I 1 ! i 1 i (T`-Lii~l i I I Iillill!I Illsl.ii 1111! III i!Il.i !I! li!.~I I; 11'111'!1 !illi!IiI illil!il, ii! " II !:IT ~T~ _ SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN .,~i I ,IIf l,iil I~IiI ! ~ 1 ! E I!i!i I!iII IiIT~~'-.' I, 1 i IIiIIII-I III '
! i.. _1 I _ i !I ! I II _ _ I !t' f! _ !1!11!1 I !I (.'iii'! ! ! II! !!I I! '!li !'i Iii(' t1 I i I ! i I 1 1 ! 1 I I I ! I I I i 1 1 1 I ~ - --j. '-i-,~...i ~ :..a ....r ~i ~i i i i ' L I'' i 1 i I I i LI l i 1 i t i I T 1 t i i !^,-I-'- 1 'i!!. ;1,111'11_ ilf_'~~li'i !i' i i ' I! 1 i APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE i. 1!; i i i l i~ l i I I ! I_I i t i t ? i t I I-
! ~ 1 ~ 1 - I ~ '"~Y.`,r i t i ! i l__ _ ._I , I ' i i I ' I I ~ I I I I I f l y 1 11 i i. _ I I I II 111 1 I I I fI Ill~lil :111 I I~1 I !I lii~ f I I ! 111.1 _I ! ~ I ! I 1 1 I_ I! I I! I I! f i I rl ! 1 i i,~ l i l f_ i i! i l i i( i I! I! I I~I~ ! I!! i i i I! l i ! l i i~ 1' I I! i! i l' 1 l!'! i ! ! ! I . 1 1 iii l ~I~ ~ 1 , ! ~ , ; ; ~ - , I-~-,.i.., ' ~ RECORDED PRIOR TO FINAL ACCEPTANCE. ! il1171 I~'I~~If ilillilfl ! i I 1 1 I
I _ , II I 1 ~ 'I ! Ii( 1111!'11 ! ilI V III I I I ! !I ! li ! I, ! j{ ! ~ i II ( ! ' 1 I f!1!ji I!! IIII i!lilljl !111~1~-1!~I!II!i~ !-!~t!I!!i! I'.I I lil !!I. IIli li I ' II!I~IlI II_i i~`~T1-f i.! ! 'i':. I i I TRANSPORTATION SERVICES
! ~ ! i ! 1 1 ! II 111+1111 __IIII I !I. i!1!. "!i I. I.!i ! ' I !1! 111;11 ! ;;I I _ II!i ~ I I I! I i 1 I i I! i i ii T I I I I i .I I~ I I_~~! i i I! I! I ~ I I I I+• i ! 1 I 1 i ! ' 1 " 1 i i! ! 1! 11 1 I ! I I I Ii i it ililllil lil,!'il' ! ! Ili i PUBLIC UTILITIES
~ I I I i I fI ! I i I II ! i 1i I, I it !I 11 I II i I ! II I. I, i I I I I I I I l 1 1 1! f i l I i i I I I I i i l!!!!! I ~ I -C-C-j-; I I!! i i,' I 1 I ' i ! I; f' i!! 1 1! ITI- 1 E! I! i! i~'- I1,II i''~i!li 1~-11!li Iii i-I i 'I i !i .Ii 11!
I / , I `I I I I I II_.I_I'~~~~~~~!I~ Ili.` 11111 lilli~l'I '!IIII! !1:1'111 !I 111!,1 is1' `:I! I!''i1 II '11.11 I ! I I I ! 1 ' Il- Ilfil 1 Ili li I!illlll I ~ ~ I~ ~I!I! 1111 I 1111!11 111{1! fi i i!I~L 'li!li~ i1, '!1 ~ ' Ili'! ! !;i„ ~ I. i ~ I CONSERVATION ENGINEER; :{lip 11 i !il I' ,IIII ' i I „ ! 1 `
I I I 1 ~ f 1 I I I ; i t f I' I I I. I _ ¢ 1 i I , I 1 E ! I I I I I I I,:I I I I,_j_,,_ i! I T ~~I !111!!! (I 1 f!! t _ I ~ 1 ! i 1 I ! € ! f ! I i- I' I i ! 1 I I I ! ! i ' I ! ~ I _f_j-1-~ i, 1 -i-~, ! ! j~ ! ] ! ! l ! ! ! i ! i t ± i i I~ ! ! I i i t i' I I I I 1 1 1' i t I I. I _~r r. ~ ~ i I ! l i l I I!ii I. 4 ~ I ~ ~ i
~U !I l I 'III I li' 1 I I iii ! I 111!;,1 I{! II~~ 1 I,';1, li!ti II 11111.1: ~~II ! I I ~~(n i! i it !i I1i i I ! I i III I II ! I ice'` !i ; I ! i 1 '-;li !i I I i li!li!II ' ! 1111 ( I'i I I ~I I I I !il II I' i! ' fili!1 lily-i Ii~~I „ ~ 11i'1 '..II ! I! Ilr!~ 1 I - -
- ~ I I III I I I ~ I III I _ _ II~~ I ~IIIII ~ it I!~-~i li I I i i I I f l y I I__I I. I i t 1 { i~i I f _ 11
~i el i L I . i I IT I ~ I I I I I i I II I I I 1. 1 I l III l i( `III i! i~ 1 1 IT ' I! l! i l vo I Q~Q I IIl1I11 !1 i1 i IIII!i!I I IIi;' i!iiilil illl iI ~I VIII Illli~ Pill f ~I 1 f i~ ! i I I f f 1 f( I 1 i I I f 1 f t-[~ 1-I I
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I ! I i I i I I ' I ! i ' i ! i I ! i I i ~ Z ~ PROJ. REFERENCE N0, SHEET N0.
6' - ' ~ j ~ - j j i I I I ! I I , I- ~ i I
' ~ ~ t I - I , I I, i ' ' ~ I i I _ SM 2008-0033 X-2 i { I I , ~ ! 1 I + ~ +
(V i j - i i i i' + I I J i i i j I \ I i I i i 1 I I! ! 4 i I I I I I I I i t ( I' f i I I I I I I 11 f! I I~ i I+ i 1 I f i j I I I I I I I
I ~ _ j j ! I i I i I - I 1 I _ i i i I_ i I I I ! I I I I i I 1 i ! I I IT ~ ~ i i I I ~ i f I_ , I i ! i i A 1 i I~ i I I I i i I i I i i ~ - ~
I I ' ( i i I I i j j I I i ~ I l i ! ' I + ~ { I ! I ~ ~ ~ ! i I I i f 1 I+ ~ ! I I! I, I l I
I ~ ~ I i j I ; I j j j I i I i i I _ - i I i I i I I I I . I i + . 1 1 I ! I - I i i I i ! 1 + , I 1 1 I'
I I I ! i i I 1 1 I I I I 1 I I E{ I I I I ! I 1 I~ I I i l i I I I i _
- i I j I 1 f f I j _ I i 1 _ I - - _ I' I I~ 1 i ! 1 I ~ i ! f I i i { I I' I 1 ! i ~ I I ! i I i i 1 1 i I I I I i i ! I I I I~ I- _
I I I j ; j ~ I, ! - I , ~ I! i t i i I i i + I ~ I i I i+ --I--I I I _ I I ~ I I -I~~~ 1._
I - ' - - - i I I 1 I i I i i i i I i ; i 1 ! ' I i I ! i I I ! ! i i + I ! I t E I I I I! ! I I I! ! I I I I' ! I i i I I I II I I
I I I I I i t I I I I _ I - -j - ' j I I I I i 1 I I i I I i i I , i -i T I ! I i i~ I ! I I I I_ i~ I I I I I -i I I I
I - - - i , ; I i , I i I - - i i I I I --I. ' i! I ' I I i I I I ~I ! I I I" I I fi ) I V I i i ' I ~ I I I I I- I I - -
- I j _ _ ' I i I I I I i I L ' i I ! j i I L I I I i ~I 1 1 I I I I i t I i i i i ~ I _~C I~ i I I I_
I i ' I I i . { i t j I _i j j ~ i f I - I 1 I I I I i -f I I ~I (f i I I I I _ _
I j i I I I i 1 I I i! 1 1 i i_ i i t 1 i i I I I it i' I II~ 'lli i( I. 1
_ i I I i k I i ~ I i ~ ' I I ~ ( _ I I _t I _ - - I 1 _ ~ I ' ~r- ~ I ! ! I ! i I I i ! I' fl. I! I Iil_ I !I II ! l i f i + I i " I i I~ I I i I I C I I ~ _I
I I ~ ! I I_ I I I i' I I I~ I ~ I j I . - I -
I I I I i I! i { I i ' I _ I _ f I~ I I I I I_ _
- j I - I - ! I I I I I I I i I + I I I I~ I
I ( ~ i ' I f ' I I I- i i I + I ! i I ! I , - ! - - - I
i i I 1 ' I I - - - - V i I t V _ _ _ I ~ f i I ! I_ ' i. I i I I I I
I I ' I _ _ I ' t I _ i ; I I I I I i t I_ ~ i ! I I i I I - - - - - - - , ~ -
I i 1 ( I ! I E i ; i i I i i l i l 1 I i I r -
I _ i , i f I ! _I I I i i I f; _I I~ + I i _ I _ 1 I I _ fi-- I - _I f I I
I - I _ I I f E i I I I i ' I 1 I I I ! ' I I I ! ! I I I i I I I~ I I- I I
I _ I i ! I ! i i ! I f f I I I i ! ' i ! I! I I I__ ' i I I I I I I_ I I
I - - f i ' I i I _ _ i - _ i i T i I i ! T I ! - _ j i _ _ i I - - - E I I I i ' ' ~ i I ~ I I~ - -
I _ - I - I , ~ i I i t _ I j ; - I i _ - ! i i I I I I I I ~ ~ ~ ' i I I I I ~
I _ _ _ - ! I , j ~ 1 ! ~ ~ ~ i ! I I I+ 1 I I I I I _ _ I i i i l i - l i ! ! - I I I I _ ! U_ I I I
- - - - - i I 1 ~ ~ j ~ I i I _ ; I i I I i i l I 1 I I
I 1 I I I ' ! I ! I l i I' I I I I . I ! I' I i _ + I I+ I I I ~ I I_ I ' I I I LI~ _ I_~ I I _ LI ~ I I I I ~ ! + 1 i .L _ _ ~ ~ _
I - - _ _ i I _1 ~ I I! I I_ - I I I ; ' I-- I I i ' ' ~ - ~ ! ~--j -I i I II .ALL CONTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH _ !
I f I ! ~ , i i I I I r ' I - j - I -'j { f 1 ! j i_ ! T- I I I I I i 1 I U I STANDARDS AND SPECIFICATIONS OR NCDOT REQUIREMENTS WHERE APPLICABLEe I i i i i l I I I
I - - - - ~ - - - ) _ i_ i I i I ! j I- I I 1 11 _ I ' I I i i ~ I I I ! i
( i I I I ! i -1- ~ ~ ~ i i i I I - I j - I I j E I i i ! i J I ! I I! i I I I I I i l r I~ I I
I ' i i 1 I i i i ' i ( i I I i ' I _I I- j I 3 - i ' = ! ! ! I 'I 1 ! I ~ ~ UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES INCLUDING ! I
I - Y ! I I! 1 I I I I_ ! ! ' I - ; ' ' ~ SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON '
I - ' I I I I I i I i I i ~ _ I i i I ~ I f I I { I - - - I ; I i i i ~ ~ i li i , ` ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILITIES I I
i ( i I I ~I ..I I~ I I ~I I l ' I I I i j , I _ f f ~ j I - i i t I I r ! I ! i i- I ~ I i I II HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE I I ~ i j I I+ I ' i I !
- L ~ i i -f i I ~ I I ' I' ' i SO INSTALLED UNLESS A CHANGE 1S AUTHORIZED BY WRITTEN I i I + I ! I+ ! + il~
I I I ! i i ( I! I I ( I I j I I I ! i ! ' i ! ,I - ' I I 1' I ~ I APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE ! I
I ~ I~~~ i i j i i i I, !
i I. -t- I I f 1 I I. I - j - - i ! I i I! ! r j j~ ; ~I RECORDED PRIOR TO FLNAL ACCEPTANCE, - i
I - I - ~ - I I f ~ i 1 I I I I _ ; I i~~ „ i I~. I I TRANSPORTATION SERVICES
I ~ ~I I i I i l i l i ! - - j - i 1 i! I I I I I I I I i i I i ! I, i i. l ~ ~ I I it i I PUBLIC UTILITIES
' I m I i' I I I l - ! i i I I - ' I I I I t , I E' ! ! I I i I I + I j! ~ i +
I I I r I 1 ' i ' i _ I ~ I I - i I ; I I CONSERVATION ENGINEER i i I i ! i I' ! _ I; I I I I! I I
I _ I i i i a 1 ! _ I - i ' I 1 I I I I ! ' ! a i i I I I I . i _E ! ! fi_ I I f I i! 1 I I !
I - - - 1_ I I_ i I i ( _ - - I I - I j ' i_ I i w i w ! ~ ` . I I i I I I i i i ! I- r i ~ I i
_ _ - - - I I i i I' I 3 I I - _ I 1 { _ _ i f i i i i I I ^I C,Q I ! I I!~ ~ I ' I I I I I I I { I I I l i I 1 I I I i I_ ~ I ~ ~ I ~ I, ~ I I
I - , I I j , I I I I ~ I I I I i I I~ + I ~ i - - ! i i. I I ' i I I I II 'i I'I 1 Ii., I ' I 111 I! II! I
I - - II i ' - i i I I I I - I ' i I i I t_ I 'I i i ~ I I~ ! i I I -
I I ~ ~ I - I I i . I i i i ii I I II I 1 1 I i I~I I _ I II I I. I I i' ! i ~ l I I f I I I I
I - - - I I I I j I i i , I I i i I I ~ i f I i i i I i i I i i ~ I + li i II i Illl 4i I~ 'Ill 'I I i I, ~ I I I
- ~ j f , , i ; I _ I i I i I C I I E i ! ~ I i i I I! i I I I I ~ ! i I I I I i t i ~ - - I
I I I I I! i i I I _ _ ~ -I - i --i- j , - - - - -I I + ' ! ! ' ! ' ~ 1' I - 1I I I l! i I I !I I Ilu I III l i l I I I I I I I
I i I ! i I _ ~ i_ 1 i I! ! ! I ~ f. 1 ! I I it I -
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I I I i ' I I j I I ' I ! I I I i I i
I i i I i I I I i i i I i I I I E I ~ 1 + _ + I -j ' { I ! i I I I I_ I _ I I i ~ I I !-I _ ~ j ~ ,
I - ' 1 ; I I i 1 I i I I' I I I j I j~! I I I _
I _ j I i _ j_ i ! ! ! ! i I ! I I i I_ i I ! I _ I ' ! _I _ I L-1 ' i _ ' I I
I I I I I I - j i ~ I I f i. l ~i I ~ I t I t' I- _
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I - I j ~ ! i { i I - i J I { I~ I i 'I I I 1 ~ I ! ' I _ ! _ i L' I _ _ I Ti _ _ 1
I ; { 1 I I i i _ I I i 1 i ~ I I J I _ 1 ( r_~t ~I I~ I i i I IIi I I I i i r ! i I ( ~ I i - I - I ' - I I
! I i I ~ I - j i I I i j i ~ j i i I i s ~ I ~ I I ~ ~ 1 - ~ I I I I i
I - ' ' ' ! I I i I ~ _I- I, ~ I _i__ i i 1 i I{ i - - i
i I I I i_ i i I I I I ! I I i 1 I - I f I ! ! i - I ! I ! i- C - ! - -I-1-' - - ~ 11 I i i! I I i' I i ! I( i' !1 i ,
- - ~ j ~ i I. I - ( I I ~ I 1 _ s I I , ~ E I I - - -i ~ I i ! - I ` -
I - I I ! s ! I i I _ I , I I I I I - l_ I I I ~ I J_ I - 1 - - ~ - ~I I I - I I ' - I I - - - - - E
I i _ ! I I I I i t - I E i I i i 1. I! i t ! i t i i I ' I I i I I I I i 1. I ! ! ! i ; ! i i I ~ I + -
I 1 I i , i i ' , i , I ff 1! I i i I I ' I ~ I I _ t~-
I i I f I ! I I i f I i r- I I . ~ _ + _ + _ i ( i_ i _ i _ i I I ~ I I i ! I ~ 1 'I I ! II I i i I I I~ I E~ ( I ' L
I I I i i I I ! i I i I I - I I I _ i i i l _ _ I I E - - I I' + - ~ ~ ~i I - l ! I- i i ! ( I I I I I I -
j _ j I i ! ' I i I _ ! t -I I I I I I I ~T ' lii~ - - ~ I , i T ! I ~ ! - -
I I 1 I I ~ , I I I ; I ! ( 1 I I I_ ! I ~ i i' o i l i i i i_ - i t i _ I I III ~ I I I _ L
" j I I ! I - ~ I - I I i , i i t i I I ~ ; - _ _ _ I ' I I F
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I I I 1 j I I i I I I ' ' - i I , I I I I ! I _J_ I
I c ! I j I j 'i. i i I c I i l I I i I 1 -F- I i - - i - ~ - i ' i I + i i+ ~ I I I
i ~ i I , I ~ o I ~ I I I t ' ! i i i I i I I! I I I I I I Iii i I ~ I ! i i I I I I I I -L~ ' I_ _ i _ I
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I Q - I , I ~ i i I X ~ ~ I I i i I I _ i I f I !i TI_ ~ _ ~I ' ~ I I ~ { i E I I I
I I i I I ' , i i i I I ~ - ~ i! i i i j_ i I I i i. i I i i - I I i i i I! I I I _ _ I i I ! i I I - "
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I / ~ I l ~ I I ~ I i _ I + I . I - I' ~ i ! i ' ! i ~ I I I ~ I
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I ~ i I I I ! i i_ _ i_ I L I i I I I I I l i 0 ; ; - j i -I I i ! I I _ ~ I ' I I I i ! i I i I - - I
I p i - - , I I ( I i I. ~ I i - I ! ( I ~ _ I , i I__ ~ I i I _
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I gl~ _ I I i I ! ~l i_ ~ _ I 1 1 I 1 I_ l i I I ! I~ i + i11 li .II I I I I I I I - - i I, i~ I~ I I ~ I I f I I _ ~I'-~'- _ ~ I
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NHOLES USE AN APPROVED BITUMINOUS MANHOLE FRAME AND COVER NEW MA BASE SEALANT THAT SHALL BE APPLIED TO 't,N~In W
SEE C.O.R. STANDARD S•25 THE TOP OF THE CONE SECTION TO PROVIDE COVER 120 _LBS. MINIMUM I ~V~~ q Q ~Zo.?• W ~
FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL. \ ~ ~ J ~
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4 .d N ~ Q ~'v '4' ECCENTRIC M.H. CONE MAY ~ O TEE INTERSECTION
n ' 'p,t'• BE USED ON 8' 10' AND ~arr~nrrroN co>~rra s W W 4 x w ,
. v •p . 12' SEWER MAINS. o o o o 00 ~ll , W N ? ~
'D D' MANHOLE CONE AND BARREL ~ ~ (9 ~ Z
SECTIOtVS SHALL BE AS PER ~T Z 'O S ~ O ' ASTM. STANDARDS f EW i~ ~6 The Cnnstructlon Contractor responsible for the extension of water, w =
• .Q FO 0 0 III I ~ I I o ~t sewer, andtor reuse, as approved in these plans, is responsible far ~ a
? 4 -6 DIR. AS p S ~ ~ PACE ~ m ~ < THRUST BLOCK ~ ' REQUIRED J n N aREa ~ ~ , • o , , I ~ ca the Rt1b~iC Works Depar#men# at (999)(999183?-689_0, o 0 T BLOCK ~ o °
•o: m °•'ti~ N o -I • ~ : o ~ ~ t and the Pubtit: U#rilitl~S D~pl~tn~ti# at j999,~ 8574540 at least ~
q a; ; NG SEAL vzi v ~ ~ ~ 0 RI Z o d•.' ° ~ ° c , e ~ ~t twenty four hours prior to beginning any of their construction: 4 • vo Dv ~
~ > b OR RAM-NECK p ° -moo . 4.. e •Q. . a • ~ ~ a . ,e.
p , ° ~ _
4 ~ ~ i• , , , Failure to notify both City Departments in advance of beginning ~ ° ~ construction, will result in the issuance of monetary fines, and require
, , , ,~,•p e; •a RUBBER BOOT I ~ ~ ~ ~ $ reinstallation of any water or sewer facilities not inspected as a result
• .p; o LATERAL INVERT SHALL NOT ~ ~ m C . v , ,p • v, !tn' 4 s `BE LOWER THAN MAIN SPRING-- 25 .111 ~ J ~ ~ O . a • • of this not cation failure. o Q.•Q• 4 cd
D::p • • : • :o : ~'4• Q, p LINE.. MANHOLE NEEDS TO BE ~ ~ NOTES; Q , , p ; :'.o . y ABOVE 100 YEAR FLOOD PLAIN ~-23 I1/la" ( W ~ ~ I. CONCRETE SHALL BE 3000 PSI
' ? ' •D v ° ' ' P • o : ' ? ~ OR SEALED AND VENT TO BE 1' m t- C A • ' E ' W r 2. CONCRETE SHALL NOT CONTACT •v • • ,a, . ; • ~ ••p •p 6 ABOVE 100 YEAR FLOOD PLAIN. < p r- m ~2
D• v , D • . ° D . y Q:,d, • ~ • ;'d ~ WHEN MANHOLE TOPS ARE IN ~ to C7 n - BOLTS OR ENDS OF MECHANICAL _ EXCESS OF 3' ABOVE GRADE. BUTYL-NEK OR ~ ~ (2) 4 5 °B E N D S FOR 4 ° o ; ° ' o• F~1(uC~ to calf. for Inspection, (r~stalt a ;t~awnsfream Plug, have 4 ej Permitted plans on the Jobsite, or any other Urolation of City of ~~~""°111111111"'"~
° S MUST BE O z C= JOINT FITTINGS. p 9 OUTSIDE STEP APPROVED ~ ~ ~ 3. TRENCHES SHALL CONFORM TO PROVIDED. SEE STANDARD SEALANT 22° 1= STANDARD DETAIL W-3. 90 ANGLE • ~ < • ~ ~ Raleigh Standards will result in a Fine andpassible E c! from ,.°'°'~~•~~°"•R~~°a,
SECTION A-A 5-28 FOR STEP DETAIL. IN < 4. SEE STANDARD THRUST BLOCK future work in the CityofRaleigh. : ~o~'e~~ a e 2c [ s~'
NON TRAFFIC AREAS. roP of BETWEEN FRAME _ FRAME AND COVER SHALL BE AND COVER ~'1 fT1 TABLES,W-IO THRU W-II,FOR AREA e ~ 4~ 'e
INSTALLED A MIN. OF 1' ABOVE ~ ~ OF CONCRETE REOtJIRED° FINISHED GROUND SURFACE. W O N 5•ALL BENDS AND INTERSECTIONS ° • a
• ~ ° ' 25 15/16° W D SHALL HAVE CONCRETE THRUST i m BLOCKING• • 4.>•'<.~~'• SEE SEWER DESIGN SECTION
- `.d 'o. 33 1/4' o ,o. .a". O ~~+ii v/Q~F~,G • S••••P s0~s
,,col `a'a'••vtl191111199naw0,,,+,,,4
A s'° °'a, A MIN. 9' COMPACTED •67 STONE „ BASE TQ BE INSTALLED NOTES. 5/8 X3 LAGSHIELD IN HOL a lulo~
® UNDER NEW MANHOLE. DRILLED INTO CONE OR 1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO ALL CONTRUCT I ON SHALL BE I N ACCORDANCE WITH CITY OF RALEIGH ~
• • , IN NON-TRAFFIC AREAS, TDP DF BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/8"X3®
a FRAME AND covER SHALL BE 2) FRAME SHALL BE A MINIMUM INSTALLED A MIN. OF I' ABOVE HOT DIPPED GALVANIZED .y FINISHED GROUND SURFACE. WEIGHT OF 182 LBS. WITHIN LAG BOLT AND WASHER. _ STANDARDS AND SPECIFICATIONS OR NCDOT REQUIREMENTS WHERE APPLICABLE° ~ ~ .~~~r
UTILITY INSTALLATIONS. AND OTHER PUBLIC FACILITIES INCLUDING ~
,~d , : p• PUBLIC ROW AND 160 LBS:. :,p, .Q,• WITHIN EASEMENTS.
A,°:•, CITY OF RALEIGH 3l COVER SHALL WEIGH A CITY OF RALEIGH ' ° ~ MIN. OF 120 LBS. DEPARTMENT. OF PUBLIC UTILITIES SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ~ w
DEPARTMENT OF PUBLIC UTILITIES 4) ALL MANHOLE FRAMES OUTSIDE ALL STREETS AS SPECIFIED BY CITY CODED THESE FACILITIES
OF PAVED SURFACES SHALL BE STANDARD PRECAST SANITARY BOLTED TO THE CONE STANDARD MANHOLE COVER HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND-SHALL BE
SEWER MANHOLE SECTION OR RING WITH A U
MINIMUM OF 4 BOLTS PER DWG. NO EVISIONS DATE REVISIONS DATE DWG. NO EVISIONS DATE REVISIONS DATE FRAME. SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN
Y.C.A. 12-31-9 ABB z-zl-o5 5-25 3-1-87 3-1-87 A.B.B. 2-9-05 S-20 RRH 3.30-00 RRH 3-30-0 APPROVALo PUBLIC SANITARY .SEWER EASEMENTS ARE TO BE
.RECORDED PRIOR TO FINAL ACCEPTANCE°
TRANSPORTATION SERVICES
PUBLIC UTILITIES
TOP OF CURB NOTES, CONSERVATION ENGINEER
D THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL W
FOR SLOPE SIDE SHALL BEGIN 10' FROM THE SEE NOTE 1 SEE NOTE I h~
REQ.'S SEE THE CATCH BASIN. THE SLOPE OF SHEET 4 4'STOP BAR TYPICAL 12%q° NOTE L THE GUTTER TO -THE CATCH BASIN I6' T PED-XlNG GRASSED AREA
ON THE DOWNHILL SIDE, l0'MIN. SHALL BEGIN 5'FROM SIDEWALK SIDEWALK U
THE CATCH BASIN. W~ z
FLOW LINE 2) STEPS SHALL BE INSTALLED IN ~ ~ 4'STOP BAR . J • WALK ACCESS RAMP A SHEET~4 of3 4No~//~y E
ALL CATCH BASINS OVER 3' IN DEPTH. a o ~ m SIDEWALK ACCESS R~ 2-2' G.I. PIPE OR PVC PIPE DEPTH SHALL BE MEASURED FROM THEa °'O p DUMMY J0~ DUMMY JOINT a'o•MiN DUMMY JOINT IiI ~ U
8'MIN,,OVER 12'bEEP 12'MIN. TOP OF THE GUTTER TO THE INVERT ~ - 4'SiOP BAR z~ SEE NOTE ( ~ av
UP TD 6'FROM TOP OF CURB. OF THE CATCH BASIN. TYPICAL ti ~ 4 O H
5 31 SOLID CONCRETE BRICKS MAY BE SIDEWALK . P f~ - SIDEWALK o USED IN 4X4X8 OR 4X8X i6 SIZES. fD,~NG N \ ~ ~ a 5' SIDEWALK W N
41NCD0T APPROVED PRECAST SEE NOTE 1 V!
o CONCRETE BOXES ACCEPTABLE DETAIL SHOWING TYPICAL LOCATION a
{°+-?I USING STANDARD 5' CASTINGS. OF SIDEWALK ACCESS RAMPS, PEDESTRIAN , TYPICAL I/2° EXPANSION JOINT 12' 15' CROSSWALKS AND S70P BARS. so Q IT ~ N
5) DOMESTIC CASTING REQUIRED WITHIN A 0 0 0 0 0 .o' GRASS STRIP D 000080 BACK OF CURB 2 0 °o °o °o °o °o °
STREET RIGHT OF WAY. R TO BE m9 BACK OF CUf o DOUBLE WHEELCHAIR RAMPS A E • D 0 . • b t .A
e ° INSTALLED AT ALL PUBLIC STREET .:;~:d.:~~:, ° c FACE OF CURB • > • • + ° ° INTERSECTIONS WHERE SIDEWALK IS VARIABLE a'. ~.a•"•~.:..:.v. .,v. Vie. „f ~v+ ,,v:
° e ° ° q ° ° ° ° ° ° ° ° ° REDUIRED. WHEN SIDEWALK tS NOT A - 2'DETECTABLE WARNING DOMES
o ° 3000 ° ° ° ° ° 4 e ° ° ° REQUIRED, CURB iS TO BE DEPRESSED iNSiDE PEDESiRAIN P,S.I. o ° ° ° o ° ° ° ° ° q CROSSWALK LINE INSIDE PEDESTRAIN SEE NOiE ~ L
CONC. ° ° ° I ° A7 ALL RAMP LOCATIONS AS SHOWN CROSSWALK LINE PEDESTRIAN CROSSWALK "DEPRESSED CURB !o' MINIMUM
° I ' D ° ~z D ON TN1S SHEET. C /z q° a ° q ° e SEE NOTE I ~ CO ~ B
e ° o q ° o e h e ° q ° ° o e ° q ° e ° 6° UP T012` DEEP SEE NOTE I 4'sioP BAR - TYPICAL oo ° ° q ° o ° ° ° ° o ° ° q ° o ° o o . o q ° ° q ° o q 6° 12' OVER 12' DEEP TYPICAL SIDEWALK ACCESS RAMP d w m o N
Z PED-X1NG L7 g' 6'4° ro' MIN.
p SIDEWALK SIDEWALK GRASSED AREA = In 4 ~ U
c O 8.5'tUNLESS OTHERWISE SPECIFIED! DEPRESSED cuRB ~
A C°B° STEP ~ C z ' 2Z 4'STOP BAR a ~ STAND RD m k k~ Q a p w. Wo Q - - = w U J
~ 3-°3 REBARS I5' 2'DETECTABLE STANDARD 2'6' p .LL CURB & GUTTER o
W I~IQi 4'S70P BAR a 4 ~ p 8' LONG I~rl 4' 1211 MAXIMUM WARNING DOMES O' q' SLOPE SEE NOTE #1 d• p } }
I 3' "a GRASSED AREA _ GROUT SIDEWALK SIDEWALK n U DD m m
~ s' 6' s' N PLACE f S E N07E I 0_ ° , q q A SEE NOTE E s1oE SIDEWALK ACCESS RAMP '.°,~;~~'.,!~~~;~~i;!,`'~'i=s~•°.~.'~..' r` W 0_ W i
I 8 TYPICAL TYPICAL °o ° ° ° o ° 21/4' V1 m N ~ CO O~ ~
O a°o~ooa o00 000 DETAIL SNOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS SECTION "A -A " ~ 4' corocRETE o m
~ °~oo'°$D PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION. A _ , ~ , SIDE FOUNDATION FOR ALL PUBLIC STREET TIE-INS
U 2-2'PIPES 22' 2 I/2 I- LONG ON p 3' PLAN ELEVATION
~ SLOPE -16'BELOW O TOP OF C•B. 4. I.
O SLIP RES~TANT CLEATS / •3 OR °4 SLOPE 12:1MAX (5'-4°MIN•) 12, _ _ DEPRESSED CURB
~ 2'-6'MIN, REBAR CORROSION
O B' MINIMUM, 8' RESISTANT 4' STOP BAR 5' SIDEWALK [r DYER 12' DEEP MATERIAL 5' SIDEWALK 2'DETECTABLE STANDARD 2'- 6'
D_ Iz' MINDAUM UP TO 12, (RUBBER) B B / 6' FROM TOP OF CURB. fPLASTICI WARNING DDMES CURB & GUTTER T.'..-' . v.. D . e . $EE NOTE
SIDEWALK SIDEWALK 4' + , ' ~ . ' ~ ' Q 15' TYP. ELEVATION SECTION A-A
~ IF STRUCTURE IS GRASSED AREA GRASSED AREA Q GREATER THAN 12' SIOfWA~ MP Cfss ' ; , ~ D ; 1.: a W
DEEP,FDOTING IS SHEET lOF 5 O ~ TO EXTEND 6' EXf EXPANSION JDINi ' • ~ ~ ~ ~ h W
(r Q BEYOND THE STRUCTURE DEPRESSED CURB & WINGS / CITY OF RALEIGH AT RAMP CITY OF RALEIGH
_ ~ PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT 9'CONCRETE FOUNDATION
tU- ~ ° ~/z'D 6° FOR RAMPS AT ASPHALT TO ASPHALT STREET ~ O 6 e ° o°°°o .SECTION "B-B°
°e° °q°O e < ° e°° REVISIONS DATE: 5/6/06 DRAWN Bri wOP TYPE DRIVEWAYS OR PRIVATE STREET TIE IN. REVISIONS DATE: 7/3/DO DRAWN BY: JTB O p ° ~ a9o8o° °o° °o ° e ° q n a ° ado ggoooo c 5/19/04 JTT 5, ~M 5/4/04 Jrr FOR RAMPS Al FOR RAMPS AT ASPHALT TO .ASPHALT STREET TYPE DRIVEWAYS i.y
~ °,oo .o ° oa a o ° e o ° o 00 00 6/6/06 WDP 6/1/06 JTT SIDEWALK OR PRIVATE STREET TIE IN•
3000-PSI CONCRETE 1nTioT WDP -CATCH SEE SHEET 5 OF 5 FOR ADDITIONAL PRIVATE vf2/oT woP ACCESS SHEET 2 OF 5 Q H
~ 5/3vo7 Jrr BASIN STREET T1E IN DETAILS RAMPS ~ ~ CITY OF RALEIGH
~ ~ -DRAWING NOT TO SCALE - STD. # 30.0 I STD, # 20. I ( NOTES: PUBLIC WORKS DEPARTMENT
~ > N I. DETECTABLE WARNING DOMES SHALL ~ ~ ~ JG DOMES SHALL COVER 2'-0°LENGTN AND FULL
~ WIDTH OF THE RAMP FLOOR AS SHL U ~ OF PAVER SHALt BE I' X I'. ' FLOOR AS SHOWN ON DETAIL, MINIMUM SIZE REVISIONS DArE: v3ioo DRawN Br: drB pX I, sisioAdrr SIDEWALK ACCESS
~
H O ~ 2. OBTAIN 70% CONTRAST VISIBILITY N AST VISIBILITY WITH ADJOINING SURFACE ,EITHER vuiuf
/ REVISION DATE; 9/9/08 LIGHT ON DARK , OR DARK ON LIGH 4 DARK ON LIGHT SEQUENCE COVERING THE 5/31/07 wur J7T RAMPS TYPICAL LOCATION SHEET
W DETECTABLE WARNING AREA. VG AREA.
> H STD. # 20.1 1
D.1
W W J F- F- _ j Q
I,~rlp
A, A,

~~oo
CITY OF RALEIGH SLOPES .FOR VARIABLE. SUPER ELEVATION RATE NN~~ a o U q~ ~
VARIABLE SLOPE VARIABLE SLOPE- SIDEWALK ACCESS RAMPS NOT i0 EXCEED NOT TO EXCEED FOR STANDARD 2'-6" CURB AND GUTTER ~zo.a W
Izl 12:1 GENERAL NOTES
Is'-o° Is'-o' ~.OI ~ 03 07 03 c m~ a V m
BACK OF ~ a••e~ ..a r./. h m
6'-0' 4'-0'MIN. 6'-0' 4' 6'-0' 4'-O'MrN. 6'-0' SIDEWALK , 1. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS •m .,per.,. L. ~ W V
• . ° ° . ~ r .,a~,.e, „e, BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC, ~ .e>.... /.OZ .per p8 O. C11 04 ~
° > . , , ; roP of • cuRB OPERATIONS,REPAIRS,CORRECTiONS OFUTIUTfES OR ALTERED-FOR ANY REASON AFTER SEPTEMBER I, 1973 SHALL PROVIDE SIDEWALK ACCESS RAMPS FOR THE PHYSICALLY 10
DEPRESSED DUMMY DEPRESSED HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS , .p~ ' ~ . 04 - ~R ~ V
STANDARD r~R6 sTCUO~ARD JOINT cuRe ARE PROVIDED AND AT THE OTHER POINTS OF PEDESTRIANS FLOW. CURB Jy , ~ x.03 •0~ , , 09 05 H H
SECTION "C-C" IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES ~
A C SS RAMP PROVISIONS OF DEPRESSED CURBS ON ANY CURB CONSTRUCTED AFTER JULY f, 1976 1° ° DOUBLE C E
WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. ' WN 2 ~
THE AMERICANS W1TN DISABILITIES ACT (ADAJ OF 1990 EXTENDS TO INDIVIDUALS WITH ~ Is'-o' DISABILITIES COMPREHENSIVE CIVIL RIGHTS PROTECTION SIMILAR TO THOSE PROVIDED ~ • e c0 X04 ~ e.. G ~6 ' Z Z
TO PERSONS ON .THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER 7HE i°
s'-o° 4'-o'MiN. s'-o' BACK of slbEwaLK CIVIL RIGHTS ACT OF 1964. 7HE ADOPTED SIDEWALK ACCESS RAMPS HAVE BEEN DESIGNED G SIDEWALK ~ x.06 O (V
vAR SLOPES Nor TO COMPLY WITH CURRENT ADA STANDARDS. TO EXCEED 12a x.05 L_ ~ ~.pr, Q .b
0 0000000 ~ ;a 0 0 0 0 0 o r , ,1 6° i0P OF CURB Z, SIDEWALK ACCESS RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS ~
OR AS DIREGTEQ BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS -...~~.~LLLL (0 vrr\\lll
sfDewaLK Access RAMP INDICATED IN -THE DETAIL HOWEVER, 7HE'LOCATION MAY 8E ADJUSTED AS DIRECTED BY G rDErECraeLe currER THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT x.06 ~.OZ ~ pg ~ V
LME sraNDARD cuR6 wARNn~s DOMES PLACEMENT. AT ALL LOCATIONS, NO7 LESS THAN 2 FEET OF FULL CURB SHALL 8E PLACED ~ io GIZ ~
LrP Nor To ExcEED %z` BETWEEN DOUBLE RAMPS. ~ ~ 0 11:1'+;' e~; ~ ~ ~
DEPRESSED CURB DOUBLE. WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS G .p2 ~D a •e S,' e'~ .'e' ti ~ ..p8 . . G.
SECTION "D-D" WHERE SIDEWALK IS REQUIRED. WHEN SIDEWALK JS N07 REQUIRED, CURB. IS TO BE DEPRESSED
RAMP WIDTH AREA VARIABLE AT ALL RAMP LOCATIONS AS SHOWN ON SHEET IOF 4. 6' L---?I BASE DIAMETER ~A 2q
0.45'R ro 0.70'R 3. THE WALKING SURFACE SHALL BE SLIP RESISTANT, COLORS FOR 7HE DETECTABLE WARNING AREA ~Ipp1111111881pQ
~ 0 0 0 0 0 0 BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS AND LIGHT ° ~ SHALL 6" , ' 0 311 ~ ` e qn SLOPE-1"/ PL ale/,/`' CAR `10°1oi
z 0 0 0 0 0 TOP DIAMETER OF NO CONCRETE GRAY FOR CONTRAST WITH DARK PATHWAY- COLORS. 3" , 1 3W ~On u o a s u. a a~ 0~~o Q..•°•~ V`/ °1~ia ~ a au ~ < [II 0 • ZII 1 0~~~~••~
° ° 0 0 0 0 LESS THAN 50% TO ° 0 0 NO MORE THAN 65% U 0 ~i a o 0 o d• C' a• C' < D s 2i i c ~ • ^ •e a ' < ' In e a a S
4. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL .EXCEED 0.08 OZ:U IN RELATIONSHIP TO ° • ° , N 0 0 0 0 0 OF THE BASE 6„ , DIAMETER THE GRADE OF THE STREET, e n , ~ ° u a o a 00 w
o D o 0 0 ~ IB" T 12"~
0.65' S. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48° o ~ n e a
0.9° TO MIN. 1.6" TO HOWEVER, RAMP MAY EXCEED 98'. I. 30" CU p SIDEWALK i.4' '210 2.4' 1.30" CURB & GUTTER: 2.30" VALLEY TYPE GUTTER ,~~~'`°°,~RF~,r~'i'`'&°'PVwo'°°~~~
1 . ° q,~>•e•s;>;,'p?.;,e'.,`.e„ p?;>„'> 6. USE. CLASS A 13000 PStJ CONCRETE WITH A SIDEWALK FINISH IN ORDER 7Q OBTAIN A ROUGH NOTES° °q°°phuelsml/ill/!°~ I I' 1®~ NO TESo R
GRASS STRIP 2 ,,,a,,;ae.;a.•,<;:d,, ^ •a,°'•1.a 'PRECAST CLASS °B° NONSKID SURFACE. 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS.
CONCRETE I. !0 MAXIMUM BE'. DETECTABLE WARNING 15 MAXIMUM BE 15'MAXIMUM BETWEEN CONSTRUCTION JOINTS t.1 I
DOMES 7. A %2".EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP ON MACHINE PO ON MACHINE POURS. ~ ;
/ JOINS THE CURB AND AS SHOWN ON THE STANDARD DRAWING. 2, 1/2" EXPANSION. I/2° EXPANSION. JOINT EVERY 90'. ~~Q ~ ~
NorE: '''4,, ALTERNATE MATERIAL MAY BE USED PROVIDED THE ON 3. 3000 PSI CONCf 3000 PSI CONCRETE MINIMUM, 4"SLUMP MAXIMUM. ~ ~
` PRODUCT HAS. BEEN APPROVED BY THE CITY AND 8, SINGLE OR DIAGONAL RAMPS ARE ONLY PERMISSIBLE FOR NEW CONSTRUCTION, AS SHOWN THE MANUFACTURER'S INSTALLATION REQUIREMENTS SHEET 5 OF 5. 4, LIQUID MEMBRA>. UQU1D MEMBRANE CURING COMPOUND SHALL MEET ~ /
'0'',,, ARE MET. THE REQUIREMEI / THE REQUIREMENTS OF SECTION 102&-2 OF NCDOT yy
o° o P~'° SHEET 3 OF 5 SHEET 4 OF 5 STANDARDS & STANDARDS & SPECIFICATIONS FOR ROADS AND SHEET IOF 2
°o 0 0° STRUCTURES. STRUCTURES. ,
° o CITY OF RALEIGH CITY OF RALEIGH / o° Q~' 5. ALL CONSTRUCT CITY OF RALEIGH ALL CONSTRUCTION JOINTS SHALL 8E FILLED ~ i
0 PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT WITH JOINT FILL WITH JOINT FILLER AND SEALER 1N ACCORDANCE. PUBLIC WORKS DEPARTMENT WITH NCDOT ROADWAY STANDARD DETAIL 846.01. REVISIONS DAiE: ii3ioo DRAWN BY: JTB ~
C~ "T DATE 7/3/00 DRAWN BY: Jib REVISIONS DATE: 7/3/00 DRAWN BK JTB WITH NCDOT R0~ REVISIONS THE JOINT MAT! THE JOINT MATERIAL SHALL CONFORM TO SECTION ~
5/5/04 JTT 5/6/04 JTi SIDEWALK 1Q28-2 QF NCDC vnioT wDP SIDEWALK s/zios JrT 1028-2 OF NCDOT'S STANDARD SPECIFICATIONS FOR snsioa Jrr CURB
5/31/oT JT7 ACCESS I/IT/OT WDP ACCESS ROADS AND srF ROADS AND STRUCTURES: sisios Jrr AND iiizio~ wDP GUTTERS
RAMPS 5i3voT Jrr RAMPS 6. ABC STONE REi ISOMETRIC VIEW ABC STONE REQUIRED .UNDER ALL CURB & GUTTER, siaiior Jrr
STD, # 20, I I STD. # 20. I I STD, # 20.21
a
W
M
Wz
REQUIRED TRANSITION LENGTH I/2 'EXPANSION o~~
JOINT 10`-0•• a ~ ~
a~
SAW CUT SAW CUT AND TACK AND TACK \
\ \ 5'-O°
PAVEMENT NEW I-2 ASPHALT 2' MINIMUM EXISTING PAVEMENT ~ \ EXISTING ~ \ 10'-O° o
ALL CONTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH ~
° o ° ° ~ O °O o oo ° 0 ~ I/2 "EXPANSION O°p° po0ago°DO 0 o°po000°O. °0 00000°0 0 °000 Oo~ o o0a0~o OOoO OO o00 0000 O ° 0 p ° 0 0 ° 000° 00 0000 0 0 0 JOINT
° o NEW ABC 12 MINIMUM DEPTH O o ~ 0° o? 0 °o°o 0°00 STANDARDS AND SPECIFICATIONS OR NCDOT REQUIREMENTS WHERE APPLICABLEe
O o Q o 0° o 0 0 0 o p o a° o° o 0 0 0 0 0° 0 EXISTING ABC EXISTING ABC - - _ - / \ ~
I I J_1 111. III I UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES INCLUDING
EXISTING SUBGRADE I =_=I I , I` I III IIII III I I >.•9.
- _ FACE OF CURB ~ ~ " SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON
I III I I II III-I ALL STREETS AS SPECIFIED BY CITY CODEo THESE FACILITIES }
COMPACTED FILL I ~ W a HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE ~ m
z I=1 I I=1 111=1 I I=) BB CC e•
~ I- - -I 1=III=11 II=III=1 N SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN ~ U m ~ \
-I _ # _ - -II APPROVALI PUBLIC SANITARY SEWER EASEMENTS ARE TO BE Q ~
I III- ~ - - ~d
L__.II II RECORDED PRIOR TO FINAL ACCEPTANCE. W U
Q ~ I I TRANSPORTATION SERVICES
W I-I I I I-I ? _ _ A B C O ~ 0
- = I=1 I=1 I I I=1 I I=1 PUBLIC UTILITIES m ~ m m
n- FACE OF CURB r, ° ~ °
CONSERVATION ENGINEER z ~ ~ a ~ o
r BACK OF CURB ~ N o m ~ ~ a
I I a`, n.
_ NOTESo N U LIP OF GUTTER
~ L THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.. ~ ,
~ 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY ? A B C
/ OF AT LEAST 95% OF THAT .OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO ~ T-99 AS MODIFIED BY NCDOT. PLAN VEIW A ~r~nrri~nr con?r s
O ~ 3. THE FINAL i' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT
a, 7 I/2' B 3/4' / OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS The Construction Cantractor responsible for the extension of water,
Q MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. sewer, andlor reuse, as approved in these plans, is responsible for
D' ,•e - ? 4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED. 'o ~ •P ~ . , , contac~„q the Pub1XC Works aepart~nf at 99s ~ • ?s a, W N
Q 12' S°~o'.;Qa.°' ..n•a; 12' :a:'':'.aj•. °':;o°. 10' v.t0.:°'.;"• 'iee: p 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED,-BUT IN NO CASE SHALL ~°o ~ dp,,e,^ •o'• pa T .o •:.n • ' de; • o>~ T' e,^.,'q•,.;,o ; '<'e8, e T .and the Public Utiirties Depar~menlt at 999 857`4640 at leas# W
~ ~ THE ASPHALT BE LESS THAN 2'7HICK. twenty fourlrour_s prier to beginning any of their construction. ~ Q
S 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH
U ~ LEVEL PATCH. 2'-6' 2'-6' 2'-6' f ~j
O C' a is 'n a e o in in ~arture to notify both rty Departm n i dvanc f beg n g ~
? .-I SECTION A-A .SECTION B-B SECTION C-C construction, will result in the issuance of monetary Vines, and require
d' 6' ~ SHEET 2 OF 2 reinstallation of any water or sewer facilities nat inspected as a result A
- c~ ~ ~ of this natifica#ion #ailu~e:
~ ~ CITY OF RALEIGH NOTES, CITY OF RALEIGH / {g ~ PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT
~ ~ N 1. IN ADDITION TO THE ABOVE CURB SECTION Failure to call for lrrspection, install a Downstream Plug, have
~ ~ REVISIONS DATE: 7/3/00 DRAWN BY: JTB REVISIONS .DATE: 7/3/00 DRAWN BY: JTB TRANSITION THE GUTTER SLOPE TRANSITION U I- ~ 5/19/09 JTT hCPIlAI T v 5/I4/04 JTT (,I IRR TRANCITI~AI Permitted Plans an the Jobsite, or any other ~o/ation of City of
D~faiwlk iµeNiJ~rrte 1vi11 rn+`I elf in ~ risen ~n°J Dae~.Od~ln P»vwfaoeinw frnm
H' -j f/17/07 WDP SHALL CONFORM TO NOTE I OF STD 30.01 6/5/06 JTT PAVEMENT TO 2'- 6° r'tareryri v&wnrrwrwa rru~ ~caur. w u a rrrc craw raravrre~ yr uwe. ~ivne
5/31/07 JTT i PATCH 2. TRANSITION NOT TO BE LOCATED WITHIN VALLEY GUTTER future work in the City of Raleigh. SHEET
w THE CURB RADIUS.
STD. # 20.41 STD. # 20.2 I
JI-~ D-2
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, ~ . / ----=J ~ II I Iii ~ ~ ~ i 1 1111 IiI 11 i ~ / % ~ ~ l / l 1 11 I I i i ~ v~ 1 1 I f 11 i l 1 IIi I~ HORIZ SCALEa 1" = 3~' a ~ ~ N
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8' MAX. ER®SI N C®NTR®L QUANTITIES
VARIABLE AS DIRECTED 8Y THE ENGINEER
DEWATERING CONCRETE BLOCK ITEM QUANTITY UNIT
CONSTRUCTION SPECIFICATIONS
g 00000 000 opo oa 0 00 000U SEDIMENT CONTROL ST®E 8 TONS ~ m °
I. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE °°°°°pS ? oa o0 00 ?o _ o O 0 V4N HARDWARE CLOTH 40 LF ~ °w ° ~ m
ON ITS SIDE iN THE BOTTOM ROW TO ALLOW POOL 0 ° o . o o°o ~ MIN, to Ga. _ ~ o LINE WIRES MIN.12-I/2 GA DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED °p o ~ ~ p o SILT FENCE FABRIC ~ INTERMEDIATE MIN.12-I/2 GA. J Y ~ ¢ N INTERMEDIATE TEMPORARY SILT FENCE 220 LF w ° ~
° ~ ~ INSTALLED TO SECOND WIRES AT LEAST 2 INCHES BELOW THE CREST OF THE STORM o ~ o~ o WIRES SEEDING & MULCHING 0.06 ACRES ¢ ~
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST oo a ° ~ ~ ~ ° oo WIRE FROM TOP THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT ~0???? OCl°~ o n.
_ O0o0 o OO $ 0000000 ° ° ° ° 00 0 Oo4p° 0 Do0 GRADE AND TO AVOID .WASHOUTS WHEN OVERFLOW OCCURS. 04,° OoQ~,pp/ opo. o~o °o o °0 GRADE ~ W
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ~o o OO~o ov 0``3 °Oo °~O~o p o CJ~ op p~ ° p o o - - - - - - - - - - - ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH p p po V o 00 0 °o° orb o --r, ~ _ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ =1 _Ip o o W
- ~0 o ° ~ 0 0 ° ° 1111_Ilill ~IIII_II81_IIIII-(IIII-IIIII-IIIII-11111_11111-IIIII_IIIII~IIII_IIIII=11111-1181-IIIII-11111=11111-1111 IIII BLOCK OPENINGS. ° 0°~~d' o p~ ~i c~ 00 ° = IIIII = IIIII GENERAL NOT ESo M o
0 0 0~ - - o - p ~ IIIII ° ° IIIII 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE / o° 0E~° o °O°°° ° o° o ° o _ -
WITH I/2-INCH OPENINGS OVER ALL ~ ° o o ° ~ ° 0 °°ooo - WIRE MESH o ~n`~ p ~o,°p'~o °0 { 00° ~ °o o° - IIII n SCHEDULE PRE -CONSTRUCTION MEETING WITH ClT Y OF ' ~ m m m
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. _ p° Ooo op pO° o°° o0~ q~Q og°o ° ~ IIII ~flDooooo00 ro`o~Oo ooo 00 ooo2S~~~}y~o 000000 ~ ~ 9°°°~° II = IIIII RALEIGH INSPECTOR PRIOR T 0 ST ART I N~ WORK. m ~ W "
1 3. USE CLEAN GRAVEL, 3/4- TO I/2-INCH IN _ IIIII FRONT VIEWS IIIII ~ m n: o: o_
DIAMETER, PLACED 2 INCHES BELOW THE TOP IIII - III
OF THE BLOCK ON A 2:I SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT X57 WASHED 2:I SLOPE, GRAVEL BERM NOTES: STEEL POST. ST A81 LI ZE :DISTURBED AREAS W 1 T HlN 21 CALENDAR DAYS. a
STONE IS RECOMMENDED. - END OF SILT FENCE SHOULD BE TURNED UPHILL WOVEN WIRE FABRIC IS ALWAYS REQUIRED
- SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SILT FENCE GEOTEXTILE FABRIC °~'RE° ALL CONSTRUCT /ON SHALL BE l N ACCORDANCE WITH CITY FOR REPAIR OF SILT FENCE FAILURES, USE OF RALEI ~H STANDARDS AND SPECI FI CAT IONS OR NCDOT
NOT TO BE USED .FOR SEDIMENT STORAGE SEDIMENT FENCE SET fOR CONDITIONS WHERE PRACTICE APPLIES; WIRE SCREEN PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW No. 57 WA5HE0 STONE. 1
SHALL NOT RUN PARRALLEL WiTH THE TOE OF THE FENCE). TEMPORARY SEDIMENT FOR ANCHOR WHEN SILT M~1 FENGE IS PRa7ECTlNG REQUIREMENTS WHERE APPLICABLE. 0
° ~ FILL SLOPE POOL DEWATERING ~ ~ g CATCH BASIN. IN EACH
N 3 Z_ CASE THE SILT FENCE 15 TO BE PROPERLY C~
~ ~ ENTRENCHED & THE INSPECT EROSION CONTROL DEVICES WEEKLY AND AFTER Fj STONE SHALL BE AT FF-~1
I' MIN. 16.. N 2' MAX. ~ GRADE - - - - A MINIMUM OF 16° EVERY RAINFALL. EVENT o
_ -11111 -111=IIIIi= a;o _ _ ABOVE GRADE AT THE n ~ V iSIOld DATE: 9/9/08 O DIRECTION OF FLOW
.~ulN~lllll~~ ~ =11111 - . - , nl~lil I -,,a, - 6 MIN.COVER ~ & BETWEEN 60 - 45 DEGREES. UTILITY INSTALLATIONS AND .OTHER PUBLIC FACILITIES INCLUDING Z a
_ - • ° ,IIII OVER SKIRT
LlJ SEDIMENT °p ~ ANCOR SKIRT AS ~ e.e , IIIII Ilfll =pab = _ DIRECTED BY ENGINEER. ~ SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON
ALL STREETS AS SPECIFIED BY CITY CODE, THESE FACILITIES ~
~ _ ° ~ CiTY OF .RALEIGH 1181-IIIII ~ CITY OF RALEIGH PUBLIC WORKS DEPARTMENT HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE ~
PUBLIC WORKS DEPARTMENT SIDE VIEW SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN
REVISIONS DATE: 7/3/00 DRAWN BY: JTB REVISIONS GATE: 7/3/00 DRAWN BY: JTB APPROVAL, PUBLIC SANITARY SEWER. EASEMENTS ARE TO BE w
~ g} WDP B/12/04 WDP 8-04-04 W BLOCK AND GRAUE~ DROP- INSET PROTECTION JTt3-6-0I STANDARD TEMPORARY
o ~ BLOCK AND GRAVEL SILT FENCE ~ ¢ DROP INLET PROTECTION C ~I c RECORDED PRIOR TO FINAL ACCEPTANCED T I E I V C E TRANSPORTATION SERVICES

Wn
-I STD. # 40x32 STD. # 40.02 H J PUBLIC UTILITIES SHEET F
LL W CONSERVATION ENGINEER
1 H
ao Q EC-1 DATE: 9/9/08
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CULVERT CONSTRUCTION PHASE 1 CULVERT CONSTRUCTION P SEE SKETCH BELOW (NTS) SEE SKETCH BELOW (NTS)
WN z ~TS~
z `'~Z ~
dW J Z ? ~
1. REMOVE EXISTING STRUCTURE. 1. INSTALL IMPERVIOUS DIKE AT OUTLET OUTLET END OF BARREL 1
AND RELOCATE 54" CSP DIVERSION RSION PIPE. o
2. INSTALL IMPERVIOUS DIK AG0.,.BA~sS~A IPSTR OF BARREL 2 AS :SHOWN.
54" CSP DIVERSION PIP (LENGTH = 136 FT. xEVrsroxnax~: 9i9ios 2. RELOCATE IMPERVIOUS DIKE UPSTREA 3. USE APPROVED AND ADEQUATELY SIZED SEDIMENT/FILTER 3. PERFORM NECESSARY EXCAVATION BAGS FOR PUMPED EFFLUENT. BARREL 2 AND WINGWALLS. h
?TION AND CONSTRUCT
,14111A11A1A711 T WINGWALLS OF BARREL 2. ~ a,,, A,,,QA,A
4. PERFORM NECESSARY EXCAVATION AND CONSTRUCT 4. PERFORM SLOPE GRADING AT WING BARREL 1 AND WINGWALLS. 5. PLACE FILTER FABRIC AND CLASS I RI o°'~,~~•~ CARO~,,''~e,
SASS I RIP RAP SLOPES TO ELEVATION . ' ~_°~'~~~''~9e°'°a,
IS COMPLETED. s E A ~
5. PERFORM SLOPE GRADING AT WINGWALLS OF BARREL 1. IMMEDIATELY AFTER GRADING. IS CO 6. PLACE FILTER FABRIC AND CLASS I RIP RAP ON SLOPES- TO ELEVATION 253.0' 18 62 o
a 'e, v9~.,F .~J~ e, .
eelBle `e,~,,,
IMMEDIATELY AFTER GRADING IS COMPLETED. _ ~1 AggIA1 1 Iw'~a
GG%11?11~~ ~ ~\A lyj2
ALL CONTRUCT I ON SHALL BE I N ACCORDANCE WITH GI TY OF RALEIGH g,~''~
STANDARDS AND SPECIFICATIONS OR NCDOT REDUIREMENTS WHERE APPLICABLE.
r
0
I W I
U
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I I ~ I I ~ UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES. INCLUDING
~ 1 ~ 1
~ / 1 ~ / I SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON
I ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILITIES
~ ~ IMPERVIOUS DIKE y HAVE BEEN APPROVED BY THE CITY. OF RALEIGH AND SHALL BE
SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN
CO I ~ LENGTH = 56 FT. ~0 / i
W I W APPROVAL. PUBLIC SANITARY SEDER EASEMENTS ARE TO BE
I ' _ _ _ - _ - I REVLSION DATE: 9/9/08 RECORDED PRIOR TO FINAL ACCEPTANCE. a
TRANSPORTATION SERVICES ~ w
~ a / ~~'llllu~~~~~ - - - j
PUBLIC UTILITIES N M
V ~ ~~~~II~~II~I v°'i ~ IMPERVI / / ,~~)j~l V i LENGTH
1MPER I DLKE CONSERVATION ENGINEER ~ w
LENGTH _ 56 FT. 0 ~ ~
~ ~ U N
°.~a ~ ~ ~ REVISION DATE: 9/9/08 ~
a ~
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~ i i
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m
~ U O O N 2 LAYERS W ~
MIN.ABOVE o ~ ~
REVISION DATE: 9/9108 FABRIC OVERLAP a
U W IMPERVIOUS
MIN:HEiGNT = 6.5' FILTER ~
-m jI~ ~I FABRIC UNER ~ °o M ¢ } r
~ ~ _ ~ ~ ~~I~ Il~~ ~ l _ ~ m U CD OD
~ ~ un,s ~ -LIVE STREAM CONSTRUCTION o ~ ° °
~ i O ~ AREA Z ~ ~ ~ N > ~ ~ ¢ c~ o
~ I O M f d ~ o m a a
~ s ~ IMPERVIOUS DIKE i I s IKE
~ LENGTH 42 FT. ~ IMPERVIOUS DIKE ALTERNATE
~ LENGTH = 48 FT. 4B FT. SAND BAG
5:0' LAYERS
~ I ~ ~ ~ REVISION DATE: 9/9/08 W I ~ I W REVISION DATE MIN.
~ ~ TSION DATE: 919/0
REVISION DATE: 9/9/08.
~ rn ~ ~ ~ ~
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NOTESo
ASSUMED LIVE LOAD ----------HS20-44 OR ALTERNATE LOADING.
NO DESIGN FILL IS ASSUMED. }nao
pO j° ,xia sNilsix3 ROADWAY DATA
oo r_X~ dM ,9 X_ FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTES SHEET. ~Za~ w
GRADE POINT ELEV. Q STA. 10+62.89 -L- = 258.8 Z ~ ~ m ~ W ~ a BED ELEV. STA. 10+62.89 -L- = 243.80 - = 258.879 ° w°' a ~
Q ~ ~ 0~9 0" ~ X 3"f~ WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE ~~mLL
1 NCDOT STANDARD SPECIFICATIONS. ~ ~ m
CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOWING. ORDER:
1. WING FOOTINGS AND FLOOR SLAB INCLUDING 4"
W ~ • Ga o wl ~ v X p ROADWAY SLOPES = N.A. Z J { ~ OF ALL VERTICAL WALLS.
2. THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL J ~ e.
N V~j - ~ ~ ~a W M ~ HYDRAULIC DATA HEIGHT FOLLOWED BY RODE SLAB AND HEADWALLS.
ww
w ~ ~ rvvvwr i c DESIGN DISCHARGE 2512 CFS ' CFS THE CONTRACTOR SHALL CHECK THE LENGTH OF CULVERT ~ z BEFORE STAKING IT OUT TO MAKE CERTAIN THAT THE ~ ~
r a I ~ ~ n,n, lnuli n..~/ J M~ HEADWALLS WILL PROPERLY RETAIN THE CLEAR ROADWAY ?W z ~ ~
'u.~ ~I ~ ~ oa~, W ~'ti ~ FREGIUENCY OF DESIGN FLOOD 50 YR YR AND PROPOSED. SIDEWALKS.. ~ W ~ g
.Q V J~~~~ O N
W ~ I 2!3110211 ` ~OQOO Q Z ~ ~ DESIGN HIGH WATER ELEVATION 258.8' 8~ DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL
REINFORCING STEEL EMBEDDED IN BARREL ARE SHOWN ~ y
~Cra `y' Z ~ vii ~ ~ N ~ ~ ~ ~ o Z F DRAINAGE AREA 1.2 SQ MI SQ MI ON WING SHEET..
~ I 8 0 8~p ~ + ~s O p Z
J ~ ~ o ~ BASIC DISCHARGE (Q100) 2862 CFS ~ STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED ~ ~ _ CFS CONSTRUCTION JOINT AT THE CONTRACTORS OPTION. EXTRA
WEIGHT OF-STEEL DUE TO THE SPLICES SHALL BE PAID FOR BY
Z~ o-~ ~ W ~ z ~5~''q N Qp ~ ' BASIC HIGH WATER ELEVATION 259.6' 6' THE CONTRACTOR.
A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE-
OM , v~ ~ W a ~ ~ Z Z `n ~ 2 r~ t - FILL FACE OF THE WING COVERING THE ENTIRE LENGTH OF THE u""°'~ ~
TB I t P'~NLL, v° ~ Wes- ~ OVERTOPPING FLOOD DATA EXPANSION JOINT. ~~,,,,,,H1~ ~w
A NO PRECAST REINFORCED BOX CULVERT OPTION WILL BE ALLOWED. J ~
a ;o ~
~ ~ O C l Z8 W o~c11Z ~ OVERTOPPING DISCHARGE. 2214 U ~ 62 \ CB ~ G 214 THE EXISTING 55'-6" WIDE STRUCTURE CONSITING OF 12'-O"LONG SINGLE ~ a ~
SPAN PRESTRESED CONCRETE DOUBLE TEE BEAMS ON BRICK ABUTMENTS- W N rs r
LL o ~ 5 -"--'-Z FREQUENCY OF OVERTOPPING FLOOD 50 YR ± 0 YR ± WITH CONCRETE CAPS AT STA. 10+62.89 -L-.SHALL BE REMOVED. '~•.,.a.`~ P~~~~
O ~ ~ ( cV Q 1I v -g--._ OVERTOPPING FLOOD ELEVATION 258.65' ~ ~ _ 58.65` THE EXISTNG 8°' ~ DIP SANITARY -SEWER LINE LOCATED UNDER EXISTING ®N> JOHN.
go ~3 _ J v ~ --11 - STRUCTURE DECK SHALL REMAIN IN PLACE AND PENETRATE THROUGH
- THE VERTICAL WALLS OF THE CULVERT. THE REINFORCING STEEL SHALL BE
who- ~ , i FIELD BENT AS NECESSARY TO CLEAR PIPES. THE EXISTING 8"~ DI ~ ~d i
z ~O~ IL'LbZ=ANli1 WATERLINE UNDER STRUCTURE SHALL BE RELOCATED. THE EXISTING 4" ~ ~ ~r~l , ~
~ ~ _ _ _ _ _ o i P/ EON H SE CRt~'~'J7'~--- - CONDUIT THROUGH STRUCTURE SHALL BE REMOVED. TELEPHONE
CONDUITS AT EXISTING NORTH END OF STRUCTURE SHALL BE
(~p " PIGEON HOU Z~~9h(~) ~ RELOCATED.. ® ~~~I
~ ~iil'
FORTRAFFIC CONTROL SEE TRAFFIC CONTROL PLANS.
~KUI9 ~T~kD0487 ~ --TB F~ORCULVERT DIVERSION DETAILSAND PAY ITEMS, SEE EROSION
0~5 9 .970 - ' • - - CONTROL PLANS. ~
~ ~
- I TOIB IREMOVEDCT~IRE ~ ° N w ~ 6b'ISZ=(10
•'!IA
~
m ~ NO~O O YI`- W
O =N~n tinN V1~ ~ ~ M T AL STRUCTURE QUANTITIES ~ ~
m O ~ N~?zo Z`,~ ~ ~ v+ ~n~ FOR UTILITY INFORMATION. SEE UTILITY PLANS ~n ~ - •Q ~ AND SPECIAL PROVISIONS. PLANS ~
CLASS A CONCRETE ~ ~
BARREL ~ 3.381 CY/FT 187.7 C.Y. ~ ~ U
~ ~
LOCATION SKETCH WING ETC. 114.1 C.Y. ~
TOTAL 301.8 C.Y. 0 ~
A
CLASS AA CONCRETE
SIDEWALK 9.3 C.Y.
55'-6"EXISTING STRUCTURE LENGTH
PROPOSED RCBC LENGTH = 55'-6"
27'-9" 27'-9" REINFORCING STEEL
BARREL 42508 LBS. N n
WINGS ETC. 16.490 LBS. Z z ~ ~ ~
~ -L- TOTAL 58,998 ~ W LBS.. - ~ Y ~ Q N J W F- W ~ ~
v Q ~ . ~ U LL~
EPOXY COATED REINFORCING STEEL N ~ ~ o¢.
SIDEWALK 333 LBS. o W
j
CULVERT EXCAVATION LUMP SUM °o °o
~ ~ FOUNDATION CONDITIONING MATERIAL 105 TONS ~ ~ m m
o VINYL COATED CHAIN o m ~ ~ W
c~ .LINK. FENCE RAILING 50 L.F. Z ~ m . a ' ~ '
o
a ~ ~ 10% 243.8' REMOVAL OF EXISTING STRUCTURE' ° m M a a
AT STA®10+62.89 LUMP SUM ~ a
w ~ a
w ~ ~ ~

' / ~ ~ ~ ~
~ ~
N ~ii~~ii~~ii~ ~ ~ STREAM BED ~
REVISION .DATE: 919/08 - H Q
CITY OF RALEIGH ~
r CONSTRUCTION REVIEW
i
F a INV=242.9' INV. IN - 242.9' DATE; W
INV. OUT - 242.9' ~ - BURIED 0.9' PLANNING: ~ Z
o co BURIED 0.9'
STORMWATER: V W
v PUBLIC UTILITIES: ~
M N PUBLIC WORKS:
m m
~P~ PROFILE ALONG ~ CULVERT
ORDANCE WITH CITY OF RALEIGH
a DARDS AND SPECIFICATIONS OR C-1
[INCDOT CONSTRUCTION SHALL BE IN SHEET F REQUIREMENTS WHERE APPLICABLE.

~~pp
N ~ ~ e,e
~Zo.a W
C ~XX
C 0 ~ O Q~m~'
LL
d p vv////
~ F h ~ v/
INFORCING TL ~ 1
26'-5" JZ 1
10" 12'-0" 12'-0" 10" ILL OF ATE LS WW
WN ~
6" Cl BARS C~ 1'-0"CTS. 6" 2"HIGH BEAM BOLSTERS BAR N0. SIZE TYPE LENGTH WEIGHT ? z `:3 1
( B.B.) Cv A'-0"CTS. A100 99 ~ w 0.
9" A101 4 #6 STR. 11'-11" 72 ~
Al ~ 8"HIGH C.H.C.U. PERMITTED J
BARS A300 BARS. N ~ CONST.JT. A100 BARS ~v
a AZ00 116 #5 STR. 26'-1" 3156
x N ~ A201 4 #5 STR. 13'-10" 58
A2~ 4 #5 STR. 3'-4" 14
4" TYP. - 2w N ~/gWe1f11ry~b-
`~p,,....kt~a'9~
2~ Cl.
cL. z" BARREL 1 c~. BARREL 2 A 106 #8 STR. 26'_1„ 7382 v: • ''~•~'j~~cr
81 CL A301 4 #8 STR. 12'-10 137 ? a ~ ~a~`=
BARS E WN
83 BARS
A400 106 #9 STR. 26'-1°' 9400 0 ~Q
B2 A401 #9 STR. 12'-10" 175 ~'p'N•.. J®N~
BARS
CIE ALL CONTINUOUS o
HIGH CHAIR UPPER. ~ ~ Al 222 #5 1 6`-~9" 1563 ~ ~
U W V A2 222 #8 1 10'°3" 6076 ~ ~G~' ~
CTS. 4 Q o v i
N ° N N ~ Bl 166 #4 STR. 15'-9" 1746 ~
B2 222 #4 STR. ~ 13'°4" 1977 4., ~
1 0 @ ~ ~ ~ U @. B3 134. #4 STR. 15'-9" 1410 )
N /
4' lai ~ Q Q
m V m Cl 220 ~4 STR. 28'-7" 4201 ~ U '~w ~ ! ~
~,~,.~J
U W U
d1 40 #5 STR. 2,_2„ 90
D2 40 #5 STR. 2'-10" 118
3° 0
WEEP
~ HOLES
d a
W
~ 5"HIGH C.H.C.U. G1 8 #5 STR. 26,_2" 218 ~ ~ M
S2 12 #8 STR. 26'_1" 836 H
d'~ N,j _ My w
- A200 BARS ~
o H
~ a ~ ~ ~
REINFORCING STEEL = 42508 LBS. ~ ~
A2 A400 BARS PERMITTED A
BARS i ~ v CONST. JT.
a ~ ~
VERTICAL LEG
Cl BARS (a 1'-0"CTS. 6" Q ~
6„ R, M i~
~1ti
Al 2'-4~/ ' ~~ti ' _ ~ N ~ ~ ~
RIGHT ANGLE SECTION OF BARRED
A2 ''4~2" ~ ~ ~ ~ ¢ F P ~ v' °a
THERE ARE 110 CI BARS IN SECTION -0F BARREL w W v t= a
¢¢~a BAR TYPE ~ v N N N a
/ 'W
z c~ tBAR DIMENSIONS ARE OUT TO OUT.) ~ ~
0 SPLICE LENGTHS _ > o D
z 0 BAR SIZE SPLICE LENGTH ~ ~ m m
r A200 #5 2'-5"
U W
y 61 #4 1,.9„ o m N
J
a v
a Ci #4 .1'-11" = a
r
N
U
Z C7
O
N W REVISION DATE: 9/9/08 ~ V W
7 F .CITY OF RALEIGH ~ w ~
V CONSTRUCTION REVIEW a ~
Q r
N DATE: ~
2 PLANNING:
F g ¢a STORMWATER: ~ ~
om
cv PUBLIC UTILITIES: V pQ
v ~ C7 {v PUBLIC WORKS:
B ~ 1 i 1 tPTnl 1/VT1 1 /11 I l e a nT Il e
/ ALL iVJIKUC.IIVIV J(yHLL tt IN
G o0 DANCE WITH CITY OF RALEIGH SHEET HE
ED vm
N (\l H\ ARDS AND SPECIFICATIONS OR
Em REQUIREMENTS WHERE APPLICABLE. C-2
Q'

BEEREPLACED~PROVIDE 16SDIARSTEELAENCA EMENTRPIPEISLEEVETO v~or.n ~~op
FOR SANITARY SEWER PIPE. SEE UTILITY PLANS FOR DETAILS.
~N~~ hU~~.
CONCRETE CONCRETE
SIDEWALK SIDEWALK 26°-63 t ~ a ~ SCI y
43'-0"CLEAR ROADWAY c o ~~m
3" ~_g~ 4-#5 Gl BARS C~ 3"CTS. c
PEE DRAONAGE ~ ~ AU~HALT WF~ARING ~ ~ : M~ o , LANS F R S FACE (S E N m
LOCATION OF ROADWAY PLANS) 6"BEVEL UPSTREAM
p pOSED 15"RCP END ONLY N o ~ ~ ~
D Iy~ AGE PIPES. 15 DIA.STEEL ENCASEMENT N Z 1 W
~~~NFORCING ~}-3-~8 S2 BARS ~ ~ CONST.JT. ~ v; vi PIPE SLEEVE FOR SANITARY O N HN
ETAIL BELOW. ~ io ~ ~ =PLANS FOREDE~AILSILITY
00 12'-0 ~s" 12'-09/6" ~ ~ = w M~ WN
FILL2FACES N GRADE O.OO wQ ~ ` J N N 6p ` 1 I
~ U. 15 Q U V W ~ i17 M 24'-10~ ? z ~ ~
o , ~ u,
~ N ~o EN C~pSEMEN~ a ~ m 3-*8 52 BARS ~ Q ~ w
i @ rF PIPE a, Nam ~aAee~r~ a~n®•®sn®s®ssw~s w ® ~
V I
I °4 Bl BARS ~n HN A # @win ~ vi Y.OOMasa .e~emwe.®..®.... W y
A ACE m 3W A #5 Dl ~ o O
~ ~ ~ ~ ~ ® ~ ~ _ ~
O O I ~4 83 BARS ~ I ~ ~ ~ .-1 ~M END1 20'-59/6" iUPSTREAM END) 2'-2" (UPSTREAM &
~ ~ Na ~5 D2 ~ IRONDSQNIQRY ~ = 2'-995" (UPSTREAM END) ~ a. m EACH FACE STAGGERED 3-~S S2 BARS ao d 'SEWER r•Irt
~ 3-#8 S2 BARS M v • a ~ CONST. JT. I 2-1 i6" (DOWNSTREAM END) TEAM END) 20'-65/6" tDOWNSTREAM END) DOWNSTREAM -END) 0
~ - ~ - - -'r---- ~ ~ueernrr
• • ~ ~ ~ a M
lD ~ ov. J .
j -1'---- ~ ELEV. 242.689 i N M N 'sp6
$I s N ~ ap ~aE
wa ;J. r N
3" R1 WEEP HOLES c~ 10'-0"t CTS. ~ 1/1 ~ a~
,d%N...... N
Jo
EXTERIOR WALL INTERIOR WALL meurnu
CULVERT SECTION NORMAL TO ROADWAY END ELEVATION NOR ALT E ~ ~ ~ ~
~ ~
w ,
LENGTH OF CULVERT = 55'-6" ® ~
, ~
~~-11~6n ~ ~
27'-9° 27'-9° - - l~~ /
°6 A101 BARS A 6~ "GTS. 6/2~°6 A100 BARS Cd 6~ "CTS. #S A2 BARS na 6°CTS. CORNER BARS ~`~'~s yiJ V ~
OTTOM OF ROOF SLAB _6~ BOTTOM OF ROOF SLAB ~ EACH EXTERIOR WALL (SEE BARREL SECTION 0 65° 5°
*S A301 BARS A 6"CTS. I ~8 A300 BARS C~ 6"CTS.
TOP OF ROOF SLAB TOP AF ROOF SLAB ~
wi i
a ~
~0'-0„ ~ W
-l------~~--------------- - D -------------------------1 ~
1 °4 82 BARS (v7 6"CTS. ~ U
j Z FILL FACE ~
~W~ SE I LE z
°a~ ~ i°.i ~4 BARS A 8" T j 2
3-*8 S2 BARS F_~w I STREAM FACE
A 5"CTS. ~ n~~ i w °o ~ N a~~N
BOTTOM OF ROOF SLAB a m m mom I a ~ H
2" a " No ~ I 0 ~
c v'Ji o v c~i~~ 85°00'00" ~ 95°00'00" ~ 30" o ~ ~ 95°00'00" A a
0 o f * mow j m oo ~ N a
EXTERIOR WALL OF CULVERT
a ~ cWi> a ~ CULVERT ~c
1
a
~a' o Q--a -1 W 10" ~ .
~ N W i° STA. 10+62.89 ~ 1 ~ ~ N N ~ ~ ~ e m
$ a y I a "4 B3 BARS Q 10"CTS. ~ r a ~ z z ,
m j m EACH FACE STAGGERED ~ N 'S .,Q w W°'W-~ ® ~ W = V ~ ~ N
4-#5 G1 BARS ~ 1 ~ IN INTERIOR WALL I g~ N N H Q V
3"CTS. IN HEADWALL # ~ # ~ d fA
1 O W F N
_ ~ K
j 3-~8 S2 BARS Cv 5"CTS. 1 2" CL O
TOP OF FLOOR SLAB #5 D2 (TYP) ~ (TYP.) ~ ~ m m
o _ _ ' W3 s n
w DR ANAGE PIPE Z ~ ~ ¢ ~ o
0
f- ~ m M a a.
> Q2 1 a
J ~
~ ! °5 A200 BARS ca 5~ ° CTS. 5~z~ #5 A201 THRU ~5 A202 BARS C~ 5 v °5 Al BARS (a7 6"CTS.- CORNER BARS ~ TOP OF FLOOR SLAB TOP OF FLOOR SLAB BARS 5~~2"CTS.
a ~ ~
EACH EXTERIOR WALL (SEE BARREL SECTION) ~ °9 A400 BARS C~ 6"CTS. 6~ #9 A401 BARS na 6"CTS.
o BOTTOM OF FLOOR SLAB BOTTOM OF F100R SLAB ,B ..ALL I FQRCING DETAIL.. a N
y w
#5D1 AND #5D2 TYP. EA. CULVERT WALL FACE AROUND PROTRUDING PIPE. ~ W
FIELD CUT OR BEND WALL REINFORCEMENT AS REQUIRED TO CLEAR PIPE. A
PART PLAN -ROOF SLAB PART PLAN -FLOOR SLAB
r
N
2
F ~ ~a .CITY OF RALEIGH
°o CONSTRUCTION REVIEW i-~ V V
aW DATE:
M N
m m ALL CONSTRUCff®N SHAD BE IN PLANNING:
s ACCORDANCE WITH CITY OF RALEIGH v~ivwvn SHEET OF
® W
Uta (A N STANDARDS AND SPECIFICATIONS OR PUBLIC UTILITIES
NCDOT REQUIREMENTS WHERE APPLICABLE. PUBLIC WORKS:
E® C®3
o. Cr VISION DATE: 9/9108

4" 47-°8 Z1 na 9"CTS. (TOP OF FOOTING). 35-#8 Z1 (a7 9"CTS. (TOP OF FOOTING) 4"
24-*4 Kl a(~ 1'-6"CTS. (CURTAIN WALL) 18-#4 Kl C~ 1'-6"CTS. tCl1RTAIN WALL) ~ ~ ~ o ~o~ ~I ~
~N~N V
4-#5 T1 4°#5 T2 ~Zaa ~
\ ~ ~
s LL~m~
a m ~

a
O ~ o ~
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3-#6 51~ 3-#6 Sly " . o ~ ~ W ~ ~
~ w.M~
w+ s ~ ~ ~ ~ i o s n ,I ~ W N N
~ #4 ~p x4 Kl (TYPJ X120°00'00" j i i 105 ° 00'00'° # , „ # A ~ 4 'H ~ 4 Kl (TYP.) ~
~ 1"EXP. JT. ~ 1"EXP. JT. ~'1 MATERIAL-~ i MATERIAL-~ I g~ r ~ n ~ ~"~Z~ 1"EXP. JT. i~Z-~ IuEXP. JT.
i MATERIAL ! MATERIAL
i / I 8~ i
3" 48-#8 Nl (FOOTING) & 48 "N"BARS (FILL FACE) i ~ i 36-#8 N1 (FOOTING) & 36 °1V°' BARS (FILL FACE)
26-°5 'N"BARS (STREAM FACE) 20-#5 ~"BARS (STREAM FACE)
°r
17'-0" / 17'-0" i'-6" 1'-6" 1,_6„ 1.2,_6„ 12,_6x, ®~P.......;1~O~
''~r_ ~ 35'-6" 26'-6a 1 ~ J N :p ~
0 s wcv ;1~ .
s ~ N ;~Z
p~.......N~ P~~
JO
PLAN W1
C~ 120 ° C~ 1
26°.1 ~ , ~6 ~ ~
2~~~ 32 ~ ,)J
~ , <
~
_
~ Sl BARS ca BOTTOM OF FLOOR
SLAB AND FOOTING
26,_6„ a a
35'-6°
17'-0" 17'-0" 1'-6" 1'-6" 1'_6„ 12,_6„ 12`_6„ ~ W
3" 23-#7 N2 A 9"CTS. (FILL FACE) 23-~5 N3 Cv 9"CTS. (FILL FACE) 3" 3" 3" 17-#8 N3 9"CTS. (FILL. FACE) 17-#7 N2 9"CTS. (FILL FACE) 3" ~
#5 Vl THRU V12 Ca 1'-6"CTS. (STREAM •FACE) 3. "5 V13 THRU V24 A 1'-6"CTS. (STREAM FACE) 3„ #5 V34 THRU V42 i'-6"CTS. „ #5 V25 THRU V33 1'.-6"CTS. ~ w ~ O
3 (STREAM FACE) 3 (STREAM f ACE) ~p
TOP OF WING TOP OF WING 3" 3~ ~ 1"EXP. JT. ~ ~ EL = 258.222 EL. = 258.222 ~ ~ l"EXP. JT. 3„ Q
MATERIAL I 1"EXP. JT. a U N
~ ~4 H6 MATERIAL ~ 1"EXP. JT.S"! (EA. FACE) ~ #4 H12 #4 Hli MATERIAL a V
(EA. FACE) (EA. FACE) ~ H ~
MATERIAL I (EA HFACE) ! j a
~ ~4 H5 #4 H14 ! #4 H12 q Q
~ i aq Ng (EA. FACE) (EA. FACE) ~ (EA. FACE)
x4 H3 (A H ACE) ~ (EA. FACE)
(EA. FACE) i #5 V 4 #5 V24 i #4 Hli
° •4 H2 1
~ x4 H9 (EA. FACE) ~ ~ "5 V42 2 5 V42 i (EA. FACE) v~
#4 H14 co 13 ~5 V34 (EA. FACE) E®P= 251W8 9G '
~ TOP OF WING ~EA.FACE) 13 #8 N3 ~ ~ #8 N3 EL. = 251.88 w a ¢ w
*5 V 2 Q w W #5 V33 ~ ~ . ~ c
. ~ m m w ®o w
~ ~ vi a F ~ a 0: W Q ~ N
w
c • 1 w ~ o" #5 V25 'fir ~ ~ ~ x W ~ ~ N v ~ ¢ v
I17 ~ N ~ ,`,~y F- v N N N
f~~ ~ ~ U O V Z U ~ C... a 2 W
a H W... @ O H W.-. a W U w
~ ~i V ~ Np_ ~ aD M ~ N d
LL s Q O Jr 2 z O 4 a ~ t-- O ~ v m m
~ Q. V # # Q R 7v e ~ ~
_ ~y,~ 2 to N = m 0 0 z~ m a~ ~
0 ~r ®m y ~ a
~ ~ TOP OF FTG. ~ # #4 H13 ;13 ~ ~ ~ a ~
TOP OF FTG. ~ a
~ O7 (LEVEL)42~889 4 N8 c~ ~ (TYPJ Z (TYPJ EL.=242.889
3 (LEVEL)
Y
e N ~ t0
~ N ~ ~ ~O~ ~ e r®wea®~s~mr~~s~s~~srams a~r~~~ ...s. ®®s®nmw1e ®s~~a~~~a~~~~~e~~~ ~~~sw®m•
o c CONST. #8 NitTYPJ ~/1 #8 N1 (TYP.) JTNST. ~ a
W JT. a
F •4 Hl(TYPJ "4 Hl(TYPJ #4 H10 (TYP.) #4 H10 tTYP.) a ~ Err ~
v 6u ~ ~0
N 6" ~ 2-#8 Nl C~ 9"CTS. 2-#8 Nl p 9".CTS. _ '.CTS. 6"
~ 3" 23 - ~8 Nl cd 9"CTS. 23 - •B Nl A 9"CTS. 17-#8 N1 9"CTS.. 17-~8 Nl ~ 9°' CTS. 3'°
o~G
ELEVATION W1 ELEVT 2 v CITY OF RALEIGH
M CONSTRUCTION REVIEW
m m RE~u nay: a~9~os DATE:.
s
r ® co
m U® ALL CONSTRUCTION SHALL BE. IN PLANNING: SHEET F
U) N H® ACCORDANCE WITH CITY OF RALEIGH STORMWATER:
E® STANDARDS AND SPECIFICATIONS OR PUBLIC UTILITIES: C-4
p' NCDOT REQUIREMENTS WHERE APPLICABLE. PUBLIC WORKS:

35-%8 Z1W 9"CTS. (TOP OF FOOTING) 4° 4" 41-#8 Z1 A 9'° CTS. (TOP OF FOOTING)
18-°4 Kl C~ 1'-6"CTS. (CURTAIN WALL) 21-#4 K1 1'-6"-CTS. (CURTAIN WALL) ~ o~ o ~ ~o~
~N~h
4-"5 T2 4-#5 T3 ~ ~zaa w
~
Y 0 y X 0 0 LL~~LL
~ ~
a
a P Z $ a
Q ~ 0
1 ~ ~ ~
t L JZ
M M I 1
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W iZ-I
3-#6 Sly ~ ~ N N 3-#6 S1~ w ~ ~ s
: :
t) ® (ice
~ r sr r r r ~r r r~ rr r r ® ® r r r r 1
a
i 95°00'00" '"4 "H" i "4 Kl (TYPJ ~ n *4 #4 K1 tTYP.} i 120°00'00" i
~ l„EXP. JT~?i j ~ ~
1"EXP. JT. ~L~ 1"EXP. JT. v~ MATERIAL j ~ 1" EXP. JT. ~ ~
MATERIAL ~ MATERIAL ' MATERIAL-S I ~
40-#8 N1 (FOOTING) & 40 `~"BARS (FILL FACE) I
I 36-~8 Nl (FOOTING) & 36 "N"BARS (FILL FACE) / 3" 3"
20-'~5 "V"BARS (STREAM FACE) 20-#5 "V"BARS (STREAM FACE)
r
1'-6" 12'-6" 12'-6" I s \ 14,_®„ / ~ 14,_0„ 1,.6„ `~p,,....H~lcy® ~ a
26'-6" ~ a
o ~ wa
a r
PLAN W3 . ;.P~. PLAN W4 ~ "
o ON
C~ 9 5 ° 12 ® mxero~
26'-1%6a ~ ~
<
~ ~ 2 ~~i }
~ ~ ~ ~'i
C ~J f
1~
~ Sl BARS Ca BOTTOM OF FLOOR ~ ~ ~ ~
SLAB AND FOOTING j~
~ l
29,_G„
26'-6"
1'-6" 12'-6" 12'-6" 14,_0„ 14,_0„ l,_6,, a ~
3" 17-"8 N5 ca 9"CTS.(FILL FACE) 17-#7 N4 Cd 9"CTS. (FILL FACE) 3" 3" 19-~7 N4 A W
-#7 N4 (a~ 9"CTS. (FILL FACE): 19-#8 N5 t~ 9"CTS. (FILL FACE) 3" ~ ~ ~
*5 V52 TNRU V60 ca 1'-6"CTS. °5 V43 THRU V51 A 1'-6"CTS. 5 V61 THRU V70 ~ 1'-6'° CTS. 3„ #5 V71 THRU V80 1°-6"CTS. 3„ U tea
3~ (STREAM FACE) 3• (STREAM FACE) #5 V61 THR (ST (STREAM .FACE) (STREAM- FACE} O
TOP OF WING ~ 1"EXP. JL 3" 1„EXP. JT. TOP OF WING ~ p®p
EL. = 258.222MATERIAL
I %4 H18 #q H17 ~ 1"EXP. JT. i"EXP. JT. MATERIAL EL. = 258.222
i (EA. FACE) (EA. FACE) ~4 H2O MATERIAL MATERIAL I # #4 H25 # ~ ~ 4 H23 (EA.FACE) 4 H24 ~ p~ ~
(EA. FACE) ~ 4 H16 4 H25 I (EA. FACE} tEA. FACE) _ ~ ~ ~ a
u ~
i (EA. FACE) u ~ Q (EA. FACE) ° 4 H2O TOP OF WING ~ ~ TOP OF WING ~ ~ 6 (EA. FACE) EL. = 254.889 ~ ;y EL. = 254.889. ;E} #4 H22 I ~ ~ (EA. FACE) j ~
5V
5 V 2 ° 51 w s5 V60 °5 V43 #5 V61 #5V0 V71 w
U
l 5 V80 w
Q- U V e ~ .
w a a
U W "8 N5 F s F
w ~ w °w c ~
N U ~ Q U U or Y ¢ a n • ~ v o
O ~
Z O W ~ ~ ~ O W = U a U U I N v F a v ® ~ ~ N N
~ ® N h = W
~ @ ~j H W lai ~ ~'O. LL U ~ V^ ~ @ R W V M
p7 F-I l0 Q N N N Q 0 ~ ~ _ ® O
p ,Q l[I ~ N..~ qZ s Q
N ~ = Q • v ~ v N~ 0 ~ A Q U ' '
111 Q N (V
y~~, ` 1i~~ Z O`^I WQ 7 ~ 1 1f m
' M o ~ SN. Q. Q
J #q H19 TOP OF FTG ~ TOP OF FTG #4 H8 ~
~ (TYPJ EL. = 242.889 E EYEL 42.889 z (LEVEL) tTYP.) a
a - - - - - - - -
I~ i N ~ ~
~ ~ c oYr ®YrsrYritrOrrYOrAr'r(`rrrr rrrrOrr rrrrrrr rrrrrrrrrrr®®®®®rrrrrrrrrrO.rrrrr rr rr
Z. l0 o CONST. c v
i JT. . C®IVJTo ~ V1.
JT. a a
w
6„ "4 H15 (TYPJ ~4 H15 (TYPJ "4 #4 H21 (TYP.} #4 H21 tTYP.) a M s ~ ~w
2-#8 Nl ca 9" CTS._ ~ 6" 6" 2-#8 N1 9"CTS. a ~
19- 8 N1 f~ 9 CTS. i> N 19-#8 Nl 9"CTS..
17-~8 Nl C~ 9"CTS. 17-#8 Nl A 9"CTS. 3" 3° 19-*8
z
O N
E L T I o N q CITY OF RALEIGH U
CONSTRUCTION REVIEW
~m ELEVATION W3
m M uRUrcrn,,T new. orornQ DATE:
7
® 00
Um ALL CONTRUCTION SHALL BE IN PLANNING: SHEET F
U) N ACCORDANCE WITH CITY OF RALEIGH STORMWATER:
f STANDARDS AND SPECIFICATIONS OR PUBLIC UTILITIES: C-5
Q. (r
I.NCDOT REQUIREMENTS WHERE APPLICABLE. PUBLIC WORKS:

SILL OF MATERIAL BILL F MATERIAL
BAR. TYPES
BAR N0. SIZE TYPE LENGTH WEIGHT BAR N0. SIZE TYPE LENGTH WEIGHT
Hi 42 #4 STR 16`-7'° 465 V24 3 #5 STR ' 14'-6" 45 ~ E1NW~
HZ 2 #4 STR 12'-6" 17 V25 1 #5 STR $'-5" 9 N~~ ° ~ ~
N3 2 #4 STR 7'-0" 9 V26 1 #5 STR 8'-10" 9 ~ ~a ~ ~
9'-3' ~ 1 '9 9 y H4 2 #4 STR 1'-6" 2 V27 1 #5 STR 9'-2" 10 ~ a = ~ ~~m~-
~ ~ H5 2 #4 STR 13'-0" 17 V28 1 #5 STR 9'-7" 10 c ~
2" CL. 6° H6 2 #4 STR 7°-5" 10 V29 1 #5 STR 9'-11" 10
2" CL. 2'-0" H7 2 #4 STR i'-il" 3 V30 1 #5 STR 10'-4" 11
H8 60 4 1 3 3 130 31 1 a V 5 STR 10 8 it
Jz H9 4 #4 STR 16°-10'° 45 V32 1 #5 STR 11'-0" it
NN
H10 42 #4 STR 12`-1'° 339 V33 1 #5 STR 11'-4" 12 = W ~
H11 4 #4 STR 9'-4" 25 V34 1 #5 STR 11°-6" 12 W N
H12 4 #4 STR 5'-3" i4 V35 1 #5 STR il'-10" 12 : W ~ i
5'"V" BARS
I A 1'-6"CTS. ,•N„ BARS O 1,,3" H13 30 #4 2 3'-3" 65 V36 1 #5 STR 12'-3" 13 ~ 4
1311 H14 4 #4 STR 12'-5" 33 V37 1 #5 STR 12°-7" 13 ~ ~
1 H15 50 #4 STR 12'-1" 404 V38 1 #5 STR 12`-11" 13 ~ y
1~,~09 \ H16 2 #4 STR 6'-9" 9 V39 1 #5 STR 13'-4" 14
H17 2 #4 STR 11'-5" 15 V40 1 #5 STR 13'-8" 14 ~ v
SFACEM FACE H18 2 #4 STR 3'-7'° 5 V41 1 #5 STR 14'-1" 15 ~
vi H19 30 #4 3 3'-3'° 65 V42 3 #5 STR 14'-5" 45
U g
O 1~i _lli~ N H2O 4 #4 STR. 12'-2" 33 V43 1 #5 STR 11'-5" 12
~ H21 2 #4 STR 13'-7" 18 V44 1 #5 STR 11'-8" 12 BNlpllllllp~
N H22 2 #4 STR 7`-1" 9 V45 1 #5 STR 11'-10" 12 ~p,,.,.,H1y~~,.
w ~ O H23 2 #4 STR 12'_ 3~ 16 V46 1 #5 STR 12~-0~° 13 J N
H N a
m H 2'-0" H24 2 #4 STR 3 4 4 V47 1 #5 STR 12-3 13 p,,, e Q I- ~ ~i
H25 4 #4 STR 13'°7" 36 V48 1 #5 STR 12'-5" 13 w N
a V49 1 #5 STR. 12'-7" 13 ~ ~
z ~n
z ~ H Ni 160 #8 4 il'-5" 4877 V50 1 #5 STR 12'-9" 13 ~0°'°°•®••°H~ ~
O ~ N2 40 #7 STR 8'-0" 654 V51 1 '#5 STR 13'-0" 14 J® Ilnnln/~
a O N3 44 #8 STR 11'°2" 1312 V52 1 #5 STR 13°-1" 14
1 N4 ~ 36 #7 STR 9°-6~"~ 699 V53 1 #5 STR 13'-3" 14 ~ ~ i
R
N5 40 ~ #8 .STR 11'-2" 1193 ~ V54 1 ~ #5 _STR 13'-5" 14 ~ ~ ~ ~ ~
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REVISION DATE: 9i9ros DATE.
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a,P NOTEe* FORMEDAHOLES FOR FENCE POST IN HEADWALLO CLEAR
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26`-63 "(ALONG SKEW) NOTES:
9%" 5'-0" 5'-0" 5'-0° 5'-0" 5'-0" 9%is" ALL POST SHALL BE STEEL AND SHALL MEET THE REQUIREMENTS OF SUBARTICLE
1050-3 OR THE STANDARD SPECIFICATIONS FOR VINYL COATED STEEL PIPE POSTS. ~ ~ ~
PROVIDE CHAIN LINK FABRIC THAT COMPLIES WITH THE PLANS AND ARTTCLE 1050-6
OF THE STANDARD SPECIFICATIONS. VINYL COATED FABRIC MUST HAVE A CLASS 'A' J z
VINYL COATING OVER ZINC COATING WIRE. FABRIC SHALL BE 9 GUAGE CHAIN LINE
WITH A 2 MESH. CHAIN LINK FABRIC SHALL BE 42 IN HEIGHT. VINYL COLOR SHALL ww
BE BLACK. TOP AND BOTTOM ENDS OF FABRIC SHALL HAVE KNUCLKE TYPE H z CONNECTIONS. BARB OR TWIST TYPE CONNECTIONS SHALL, NOT BE ALLOWED.. ?wz z ~
PROVIDE FITTINGS AND ACCESSORIES MEETING THE REQUIREMENTS OF ARTILCE 1050-7 ! w ~ z
OF THE STANDARD SPECIFICATIONS.
CONCRETEUHEADWALL POSTS TOP RAIL AND FITTINGS SHALL HAVE ETTHER A VINYL COATING OR A ~
i~ POWDER COATED FINISH MATCHING THE FABRIC..
°O W Lll W LIJ jjj J jjj M iaQ POSTS AND VERTICAL ELEMENTS OF THE FENCE SHALL BE PLUMB.
CONSTRUCT PROPOSED STEEL PIPE RAIL OF 1~//"DIAMETER SCHEDULE 40 ~
CONST.JT. SEE DETAIL A PLAIN END GALVANIZED -STEEL PIPE MEETING~THE REQUIREMENTS OF ASTM A53.
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OFITH~ STANDARDESPECIFICATIONSEER,TN ACCORDANCE WITH SECTION 1080
THE PIPE RAIL POSTS SHALL BE GROUTED IN PLACE USING. NON-SHRINK, ~""°"''~v,~
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DESIGN DATA: ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT, HANDRAILS AND POSTSo ~~mLL m
SPECIFICATIONS - - - - - - - - - - - - - - - A.a.s.H.r.o. (CURRENT) ETC. IN CASTING SUPERSTRUCTURESc METAL STANDARDS AND FACES OF THE CONCRETE .END POSTS FOR THE METAL
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN N ~ ~
LIVE LOAD - - - - - - - - - - - - - - - - - SEE PLANS. BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN -0N PLANS. PLANS. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE. POSTS USED WITH THE ALUMINUM ~
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. RAIL SHALL BE .BUILT PARALLEL TO THE GRADE OF THE CURB. Jz ~
IMPACT ALLOWANCE - - - - - - - - - - - - - - SEE A.A.S.H.T.O. ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD ~EAD LOAD METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS® RAILS SHALL BE MM
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED E NOTED AS. MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. W W ~
STRESS IN EXTREME FIBER OF ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE CRETE FINS AND OTHER. DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE Hz
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS LIONS REMOVED IN A MANNER S0 THAT A .UNIFORM COLORING OF THE COMPLETED CASTING SHALL W ~ ~ ~
STRUCTURAL STEEL - AASHTO M270 GRADE 36 - 20,000 LBS.PER Sa.2N. FOR THE ELEVATIONS SHOWN. WNERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING )ING BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON°UNIFORM COLORING WILL ® z ;p NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL .RAILS ANO POSTS. , ~ ~
UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
- AASHTO M270 GRADE 50W - 27,000 LBS.PER S~.IN. BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE RVE ~
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH o SPECIAL NOTESo ~
- AASHTO M270 GRADE 50 - 27,000 LBS.PER SQ. IN. BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED J
TO COMPENSATE FOR-DEAD LOAD DEFLECTION,VERTICA~ CURVE ORDINATE, AND GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL
REINFORCING STEEL IN TENSION ACTUAL BEAM CAMBER. L GOVERN OVER THE SPECIFICATIONS,BUT THE REMAINDER OF THE PLANS SHALL GOVERN ~ ~
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN :WORK, OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
GRADE 60 - - 24,000 LBS.PER Sa.IN. ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE SPECIFICATIONS ARTICLE 105-4.
IRES
CONCRETE IN COMPRESSION - - - - - - - - - - 1.200 LBS.PER SQ. IN. ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK,THE FINISHED STRUCTURES SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
mmeee„~
CONCRETE IN SHEAR - - - - - - - - - - - - - SEE A.A.S.H.T.O. CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER. DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE PURE ~p •...H1y0'~
STRUCTURAL TIMBER -TREATED OR AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
UNTREATED -EXTREME FIBER STRESS - - - - - 1,800 LBS. PER SQ. IN. FALSEWORK OR FORMS IS STARTED. ao la=
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COMPRESSION PERPENDICULAR TO GRAIN REINFORCING STEEL°
OF TIMBER - - - - 375 LBS. PER SQ. IN. s oN... J®N~ Ps
EQUIVALENT FLUID PRESSURE OF EARTH - - - - - 30 LBS.PER CU. FT. ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO '~sw~~
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED ICATED
(MINIMUM) IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT OUT. ~ ~
TO OUT AS INDICATED ON PLANS. 1~ r-- J ~ v~ I
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MATERIAL AND WORKMANSHIP° WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS JOUS ~
LINES, THEY SHALL BE 50 PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL >HALL ~
.EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL BE LAPPED TO LOCK LEGS ON ADJOINING PIECES. o }
PROVISIONS. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ~ ~
~
NHC. DEPARTMENTDOF TRANSP RTAT ON. FOR ROADS AND STRUCTURES"OF THE STRUCTURAL STEEL:
STEEL SHEET PILING fOR PERMANENT OR TEMPORARY APPLICATIONS SHALL AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8"PJ SHEAR STUDS FOR THE FOR THE.
BE HOT ROLLED. ~q"Q1 STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT ~
THE RATE OF 3 - 7/8"fd STUDS FOR 4 - 3/4"PJ STUDS, AND STUD SPACING CHANGES IGES
7/8"~ STUDS
CONCRETE: ALONG THE BEAM AS SHOWN FOR 3/4"QJ SITU SH BAS DE ON U HE RATIO OFB 3 -0~ 8/8~"Pl ST STUDS FOR 4 - 3/4"0 STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST BH ~
MUST
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0:
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER ;OVER
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, PLATE IS IN CONTACT WITH BEARING PLATE. THE CONTRACTOR MAY, AT HIS OPTION,:. f ION,:. a ~
ABUTMENT BACKWALLS,AND APPROACH SLABS; AND CLASS B CONCRETE SHALL SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS DOVER PLATES OF THE OF THE
BE USED FOR SLOPE PROTECTION AND RIP RAR EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16"IN THICKNESS AND ND ~ v M
DO NOT EXCEED A WIDTH EDUAL TO THE FLANGE WIDTH LE55 2"OR A THICKNESS
CONFORM ~ w
CONCRETE CHAMFERS° EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE: .ODE . ~ 00
ELECTROSLAG WELDING WILL NOT BE PERMITTED. o ~
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON WITH THE SALE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
STRUCTURES SHALL BE CHAMFERED 3/4"WITH THE FOLLOWING EXCEPTIONS: SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY LY a ~ ~ ~
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2"RADIUS WHICH 25 BUILT ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR N
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING, a ~ IIZING,
SHALL BE ROUNDED WITH A 1/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED OR METALLIZING. A
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A 1/4"RADIUS
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.
DOWELS.
s • .
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL N
BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO o m • s ~ ~ Z z ~ Y Q g
PLACE WITH 1:2 CEMENT MORTAR.
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DATE: i~
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PUBLIC UTILITIES: ~
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ROADWAY STA11tDARD DRAWI11tGS DEX OF S EFTS
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THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS"- SHEET N0. TITLE ENE =y:.~~, ~o; I~ 4 ~eP S,~
PROJECT SERVICES UNIT-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., rCPi LIST OF APPLICABLE ROADWAY STANDARD D DATED JULY 2006 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE LEGEND, INDEX OF SHEETS, PAVEMENT MAR CONSIDERED A PART OF THESE PLANS: 1NDARD DRAWINGS ae ~~~~®,o``®~
SENT MARKING SCHEDULE IRECTION OF TRAFFIC FLOW
NORTH ARROW ~
TCP2 GENERAL NOTES qp d i ~ ~
:vICES PROPOSED PUMT. EXIST. PVMT. ~ ~
STD . NO . TITLE rcPS PHASING AND TRAFFIC CONTROL DEVICES
TCP4 OFF-SITE DETOUR ROUTES FOR DORTCH ST. ETCH ST. AND N, WEST ST. ~ 1
1101.02 TEMPORARY LANE CLOSURES. TCP5 DETAIL FOR WORK ZONE ADVANCE WARNING 1101.03 TEMPORARY ROAD CLOSURES o ~ ~ l YARNING SIGNS -WORK AREA
1101.04 TEMPORARY SHOULDER CLOSURES x~ViSiOtln 1101.05 WORK ZONE VEHICLE ACCESSES VISION DATE:. 9l10ib8 ~ 1
REMOVAL OF EXISTING PAVEMENT
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1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.01 STATIONARY WORK ZONE SIGNS TRAP C NTROL DEVICES
1110.02 PORTABLE WORK ZONE SIGNS
1130.01 DRUM TYPE I BARRICADE
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1145.01 BARRICADES TYPE II BARRICADE ~ W
1150.01 FLAGGING DEVICES
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1205.01 PAVEMENT MARKINGS - LINE TYPES & OFFSETS TYPE III BARRICADE U E w o
1205.02 PAVEMENT MARKINGS - 2 LANE MULTILANE ROADWAYS M-r w
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1261.01 GUARDRAIL & BARRIER DELINEATOR SPACING ~ ~ U N
1261.02 GUARDRAIL & BARRIER DELINEATOR TYPES
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1262.01 GUARDRAIL END DELINEATION
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CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL TRAFFIC BARRIER IER ~ WW
W~
DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE
TO MEET FIELD CONDITIONS, OR RESULT IN DUPLICATE, OR UNDESIRED K) INSTALL TEMPORA OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, MAXIMUM OF TWO TEMPORARY BARRIER ACCORDING TO THE TRAFFIC CONTROL PLANS A ? Z " '
OF TWO 2 WEEKS .PRIOR TO BEGINNING WORK IN ANY LOCATION. ~ ~ ~ y O
MPORARY BARRIER IS INSTALLED AT ANY LOCATION, PROCEED
SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES, AS DIRECTED BY THE ONCE TEMPORARY
ENGINEER, IN A CONTINUOU LOCATION UNLES THE FOLLOWING GENERAL NOTES APPLY AT ALL TIAAES FOR THE DURATION OF OR AS DIRECTED NTINUOUS MANNER TO COMPLETE THE PROPOSED WORK IN THAT ~ y
N UNLESS OTHERWISE. STATED IN THE TRAFFIC CONTROL PLANS
IRECTED BY THE ENGINEER. ~ ~
THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, DO NOT PLACE B OR DIRECTED BY THE ENGINEER:
PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR
CONCRETE. E. ~
4
LANE AND SHOULDER CLOSURE REQUIREMENTS
ONCE TEMPORARY MPORARY BARRIER- IS INSTALLED AT ANY LOCATION AND NO WORK ,.®`w®°° '~o.,
ORMED BEHIND THE TEMPORARY BARRIER FORA PERIOD LONGER
A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING IS PERFORMED B PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO THAN TWO (2) M LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER. COST TO THE CI CONTROL PLANS, 0 (2) MONTHS REMOVE/RESET TEMPORARY BARRIER T NO ~ y,~=
THE CITY UNLESS OTHERWISE STATED, IN THE TRAFFIC y~ ~ N ~o
PLANS,- TEMPORARY BARRIER IS PROTECTING A HA D, OR '®,~d'°• . .
IRECTED BY THE ENGINEER. I'°~,a~~~ ••";°®o®o`'~
B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OR AS DIRECTED
AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
TEMPORARY BARRIER WITH THE TRAFFIC FLOW, BEGINNING WITH
STANDARD DRAWING N0. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY INSTALL TEMPOR BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. THE UPSTREAM S THE TRAFFIC FL C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER TREAM SIDE OFTRAFFIC. REMOVE TEMPORARY BARRIERAGAINST ~~/'~'~~,II JJ ~ ~ ~
~ j ~
FFIC FLOW, BEGINNING WITH THE DOWNSTREAM-SIDE. OF TRAFFIC. ~ ~
o ~ ~ ~I AND SPACE DRUMS. NO GREATER THA~1 TW-ICE THE POSTED SPf ED
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN INSTALL AND SP OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY LIMIT (MPH.). TO
MPH.).. TO ..CLOSE OR KEEP THE SECTION OF THE ROADWAY CLOSED ~
HE TEMPORARYBARRIER CAN~BE PLACED OR AFTER THE U
STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY UNTIL THE TEMP BARRIER OR GUARDRAIL. TEMPORARY BARB D N P SO EL D/0 EQ PME T A WO ING WITHIN A LANE OF TRAVEL RY BARRIER IS REMOVED. •~w
~ ~
THE APPROACH END OF TEMPORARY BARRIER FROM ONCQMTNG
F UN VID 0 DIV ED ACIL TY, Cl E LANE ACCORDING TO PROTECT THE AP THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD D A NGS OR AS DIRECTED TRAFFIC AT ALL AT ALL TIMES BY A TEMPORARY CRASH CUSHION UNLESS THE APPROACH
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL P RSONNEL AND/OR END OF TEMPORA OR AS SHOWN IN TEMPORARY BARRIER IS OFFSET-FROM ONCOMING TRAFFIC AS FOLLOWS
HOWN IN THE PLANS: a a
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
~ W POSTED SPEED .LIMIT MINIMUM OFFSET ~ ~ M
REVISION DATE: 9/10/8 E) NOTIFY THE CITY OF RALEIGH ONE (1) WEEK PRIOR TO AN LANE CLOSURES POST AND THREE (3) WEEKS PRTOR TO ANY ROAD CLOSURES. 40
40 OR LESS 15 FT U F ~
~W~~
o~~~.
TRAFFIC CONTROL DEV PAVEMENT EDGE DROP OFF REQUIliEMENTS ROL DEVICES a ~
~ ~
L) SPACE CHANNELIZ F) K L A 1 P D N EVATION OF EXISTING THE POSTED SPEE PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN AND 3 FT OFF TH EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: NOT IN EFFECT. OF STANDARD SPE BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH 1pS r POSTED SPEED LIMITS OF 45 MPH OR GREATER. v ANNELIZING DEVICES IN WORK AREAS EQUAL IN FEET TO 2/3rds N ~ ~
ED SPEED LIMIT (MPH,, EXCEPT 10 FT ON-.CENTER IN RADII,. A
OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE CLOSURES ARE..
FFECT. WHEN SKINNY DRUMS ARE ALLOWED, REFER T SECTION 1180
ARD SPECIFICATIONS FOR ROADS AND STRUCTURES OR AS SHOWN
S
M) PLACE TYPE III BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH ATTACHED, OF SU POSTED SPEED LIMITS LESS THAN 45 MPH. PE III BARRICADES, WITH "ROAD CLOSED" SIGN 11-2 °
OF SUFFICLENT LENGTH TO CLOSE ENTIRE ROA Y® ~ m m
D ~ W ~
Y Q ¢ Imo.
~ REVISION DATE: 9/10/ N) ALL TRAFFIC CON BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE MANUAL ON TEMPO N ENGINEER. ROADWAY STANDAR a FIC CONTROL DEVICES SHALL BE MAINTAINED IN AC RDANCE WITH THE ~ U m
N TEMPORARY TRAFFIC CONTROL DEVICES (MUTCD) AN THE NCDOT " a
STANDARD DRAWINGS.
TRAFFIC PATTERN ALTERATIONS AVEMENT MARKINGS A x KINGS AND MARKERS ~ cai m m
~ o 0
0) S L P ~ G) NOT Y E E INE NTY NE 21) ALE AR DAYS PRIOR TO ANY PO RY VE T RK GS D P EM MARKERS ON.EXISTING PAVEMENT Z ~ ¢ ~ o
AS FOLLOWS:
o TRAFFIC PATTERN ALTERATION. SURFACES AS FOL a m " a a
s a
U R AD ME MARKING MARKER
SIGNING J
1. N. WEST STR Z REVISION DATE: 9/1008 H) THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY D TOUR SIGNING. EST STREET COLD APPLIED PLASTIC (41/) NONE a
TYPE 4 -REMOVABLE TAPE Q
0
U
I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK S WITHIN P) TIE PROPOSED PA 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE T N THREE LINES. OSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING N
a (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTIO . 0
x U
EPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY ~
~ J) NS E A N SS NI IS C IOR TO ALTERING ANY Q) REMOVE/REPLACE o m THE END OF EACH OF EACH DAYS OPERATION. ~
TRAFFIC PATTERN.
a m v
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N
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JF- ~ TCP2 TCPS
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NOTES: SEE TCP1 FOR PAVEMENT MARKING SCHEDULE. ~~oo T FI C4NTR0L DEVICE ~
~Np'~ yU`wro
~Za~ !iJ
c a ~`w Y ~QI 1li j( h
R11-4 ~ ~
60"X30" a
ROAD CLOSED
TO ~
A THRU TRAFFIC ~ i Jz
M4-10L H
DETOIRt 4~"X I ~ \
=W \ ~
?W Z ~
TYPE III BARRICADE u,
o ill
-Y- STA. 9+17+/- r! Rll-2 ~
48" X 30" ~
20' 20'I C~ ~ aT I ~
R®AD a
CLOSED
I ~ ~ I j II B
Z ~ II~~~II
ci J' ~ ~ i I I II TYPE III BARRICADE(S)
s,®®'® a®~t~,'~,i ~
e 1 e ~~®O,e r ee°ee `e1e° e~e ei I SISI~
r I I I II
-Y- STA. 10+50+/ - ~ ~ ~ I I ~ I' .y N (~tm:
SIDEWALK . ~ . .
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uCA O®o~ ee° eeN°°. e°
AHEA® e ,~,®~®~a uu?~,°,,
-Y- STA. 11+00+/- ~ • I ' (I II II SP-200
F G BEGIN WATER FILLED ~ I' r 1~ I I I I~ 86" X 36" ~ ~
~ ~
BARRIER / B A I I I vl ~ ~
~ 1° ~IJ li im
o~~~~~
B ~ ~ J'
D ROAD. v
'l,. ~ //~1J /
H closED s~,~,,~ ~ -
-Y- STA. 12+00+/- ~ II I H ~
F G BARRIERER FILLED ~ r__ `~~ORTCH ST .1`~ ii W20-3
- 48" X 48"
I ~ ~ I I' ii i~ EXT LEFT sP-4L
-Y- STA. Y2+50+/- ~ I I I I 42" X 12" ~ a
a ~
2 2•~'~~ ~ G I I lI II M
ROAD " E ~ o0
~osEa o H
' ~ 'I~ ' ~ I I j j ~
~ I ( I I I I j w2a3 ~
~II ~ I I II 48" X 48" ® ~
XT RIGHT sP-4R ~
Y- STA. 13 60 / 0 20 ~ 1 ~ ~
I II 42" X 12"
~~I I I II
~ i I ~ I I 11 a
F ~
I '
o II I ilI PHASING REVISION DATE: 9/1OJ08 Y ¢ Q ` W m ~
Il'1
a I THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH PARKING TYPE TII BARRICADE " a ~
= I I ~II COORDINATOR-FOUR {41 WEEKS PRIOR TO THE START OF THE PROJECT ~T
a I~ Ii *II 1 FOR IMPLEMENTATION OF PARKING RESTRICTIONS ALONG N. WEST ST. r_
~ Imo-. STEP 1. INSTALL AND COVER DORTCH STREET ROAD CLOSURE WARNING SIGNS ON ON v m m
° ~ °w ~ °w ,
= II ( ~I rI~I~ N. WEST STREET AND CAPITAL BOULEVARD. cv o:~
IGNS G (WATER FILLED BARRIER} o m ~ U a'
~ II I Il~~ LOCATE TEMPORARY OFF-SITE DETOUR ROUTE CHANGEABLE-MESSAGE SIGNS $ ~ FOR DORTCH ST. AND N. WEST ST. DETOURS ACCORDING TO TCP4. ~ s a a
i o.
II I ~I~ STEP 2. INSTALL TYPE III BARRICADES TO CLOSE DORTCH STREET AT THE
~ HORIZ. SCALE• 1" = 50' N. WEST STREET INTERSECTION. MAINTAIN LOCAL BUSINESS TRAFFIC IC
o 0 DORT H STR ET AT LL T ES DU ING C NSTRU TION. a
~ REVISION DATE: 9/10/08 0
o STEP 3. INST L WO ZON ADVA W NG NS N. S T
~ ACCORDING TO TCP5. H
~E H Z
Y - STA . 1 1 '~'7S"~' ~ ' USE ROADWAY STANDARD DRAWING 1101.02, SHT. 1 OF 9, AND PLACE TEMPORARY TAPE CENTERLINE AND EDGELINE ON N. WEST STREET TO
~ (TEMPORARY SHORING) 0
~ a 2, 2, PROVIDE TWO TEMPORARY 12' TRAVEL LANES. va
m ~ ~ ~ INSTALL TEMPORARY WATER FILLED BARRIER ON N. WEST STREET.
o m ~2 ~2 22 TEMPORARY WATER INSTALL TEMPORARY SHORING FOR MAINTENANCE OF TRAFFIC BEHIND ~a w
~ M FILLED BARRIER WATER FILLED BARRIER FOR DORTCH STREET CONSTRUCTION.
r"i ~ ~ STEP 4. REMOVE EXISTING DORTCH STREET BRIDGE AND CONSTRUCT PROPOSED I
m ~ m BOX CULVERTS, CURB & GUTTER, PAVING, AND GUARDRAIL.
(.DRUM) ~ ~RRIER
mom ~ DORTCH ST_ _ STEP 5. UPON COMPLETION -0F CONSTRUCTSON REMOVE THE WATER FILLED BARRIER
v ~ ~ AND REd1ARK N. WEST STREET YELLOVY DOUBLE CENTERLINE IN THE
g ~ P --C (N WEST ST.) EXISTING TWO-LANE, TWO-WAY PATTERN. SHEET OF
STEP 6. REMOVE ALL TRAFFIC CONTROL DEVICES FROM THE PROJECT AND REOPEN w OPEN
DORTCH STREET TO THRU TRAFFIC.
- o ~ TEMPORARY PROPOSED
~ ~ ~ SHORING BOX CULVERT TCP3 TCPS
ciao

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MESSAGE MESSAGE }na~p~ ~
N0. '1 N0. 2 ~N'-'~i v~~j~ao
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V/~ DETOUR PEACE ST
(N. WEST ST. TEMPORARY OFF-SITE DETOUR) ~~m~ ~
CHANGEABLE MESSAGE a N
v /„O SIGN
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v N0. 1 N0. 2 N0. 3 H
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Q...X:
' ~ NOT TO SCALE TCP4 TP5
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END woeK
ROAD WORK G20-2a ~ w2o-1 48"x24" 48"X48"
F.
1000'+/ -
~ i
,,,~®+®11111
1000'+/ - • ~J`
CONSTRUCTION LIM3TS y.~~
~V •N -r~~
eons END i ~y (7i0~~ LEGEND 'a'y ~ z'
WORK
S TONARY SIGN ~°o; " i~vu 111 e,
w2o-t ~ ROAD WORK G20-2a
48"X48° 48"X24„
DI ECTION OF TRAFFIC FLO ~a~~~~'~
~ r ~ I ~ ~ ~
o ~ ~ ~I ~
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C. 1 . "
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~V
GENERAL NOTES
x ~
- USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS. M
N ~ M
- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK. U H
~W~
oHo
- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR SHORT-TERM DASLY MAINTENANCE TYPE OPERATIONS,
THIS SIGNING APPLICATION IS OPTIONAL; MAY USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING APPLICATION a~~~
IS USED, SIGNS MAY BE PORTABLE AAOUNTED. H
a
- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED. A aj
USE 3L6 STEEL U-CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3LB STEEL U-CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPEC SECTION 1094-1(B), MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL TUBING POSTS HAVING EQUIVALENT STRENG 3 LB STEEL U-CHANNEL POST ARE ALSO ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U-GRA SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110. ?RD SPECTFICATTON
STRENGTH OF THE
.L U-CHANNEL AND
- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1110.01. REMOVE ENTIRE POST WHEN REMOVING SIGNS WITH SPLICED POSTS. .D POSTS. ~ m ~
Z - DO NOT BACK BRACE SIGN SUPPORTS. v ~ o~ w a
H ¢ U
0 .MOUNTED ~
~i - TWO-WAY UNDIVIDED ADVANCE WARNING SIGN CONFIGURATION MAY BE USED ON URBAN MULTI-LANE FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTE a SIGNS AS DETERMINED BY THE ENGINEER. J
p
a u U m m
of p p O W S W ~
x v Z dam' Q U O i
~ _ O m wd
0
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O
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V U
LL VANC ZONE WARNING NS H
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