20110666 Ver 1_Site Plan_20110713

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s_ { ~ ~ ~ Public Improvement Quantities
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e~ j r ~j Phase umbers) 1 ~I
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t~ymn.4 ~ ~t+~~ E~. _ g'., _ ~ _ , "..l ~ ~ Number of Lot(s) 0
3 Lot Numbers(s) by Phase 0
~ i~[C a-;~. i i I ~ ~ urr'ber of Units 0
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~ E - TITLE SHEET , ~;1 -l I ~ ;r..~r.,; I:; I . ~ 1. ( t..: ~ I~ ~ ~ Livable Buildings 0
C-1 P4~~ ~ PR~?FILE ~~<i ~f^r I' ® ~
~ C-2 PLAN SI PR®FILE Open Spaced 0
x I C-3 PLAN & PR®FILE
d Number o pen Space Lots 0
D-i C~NSTRU 14N DETAILS
D-2 C®NSTRUCTI DETAILS _ Public Water (LF) 638
a _ ~ ~ ' r I f D 3 CONSTRUCTI®N DETAILS r, I~~«,~ F,~. i; I,- l:, i., f.i i= IJ ~I , I r ~ m , i ~ 1 ~ - _ ' 3 ~ ~ m ~ e is 47S
D-4 C®NSTRUCTI®N DETAILS ~ ~ Public Street 0
r , , ~ I I 1 s~~~ L.' I r,. , . ~ I is°+ I'+ , i I , i ,I
- , . . I'~ Public Sidewalk LF 0
r . ~ ~ a 1 ~ r ~ i~l ~ ~
y ~.ri ~ v,
z ~ ~ PZCblic
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Sewer Collection /Extension System
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` ~ ~ ~ ~ r ~ 1 ~ The City of sleigh consents to the connection and extension of the
a i s public sewer system s shown on this plan. The material and
L ~ construction methods used for this project shall conf®rm to the standards
t and specifications of the City's Public tilities anoo.
The C®nstruoPi®sa_C®ra8rac~®e responsible far .the extension of water; sealer andlor reuse, as
a ` roved ire these fans is res onsible for cotltac~i~l "the P&~flC P~tBlltB~s ~~t9~~6'ut at . pp p p P ~ i o Raleigh
999 X57.4540 ahd the P~e~9d~ Iq,t'~5 ~~e~Bt at 999 996~6~10 at least ~we~f four t .L J p ~ uloc Utilities apartment Permit #
ours prior to beginning any of their construction. t j1.
Authorization to Construct
I ~aB9ure to notify the Public fl~fliQ6e~ Depa~Pr~e~f in advance of beginning construction, Wiif result in tl~e issuance: of ~®s~e~a FSnes, ahd require reinstallation of any water or sewer ~ f
facilities not ins acted as a result of this notification failure: P ate
k
v it ~aBB~~°e to call for Irlspee~i®~I, lelstall a Doe~nstreae~ ~6u~, have PeraraitPed Pda~s on the r~ ~a ' -
;B®b~ite; or any other ~olafio~l of City of Rate6~h Sta~da~ds Will result in a Fine and P®ssitble ..t . ~ fR lei Pa. Public
cd~sld~ from future. work In he GIB o a ' _ I i. , o star Distribution / ension System
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l 0~" I The i of Raleigh consents to the connection and extension of the
t 1t h:. - i 's u lic water distribution system as shown on this. plan. The
r FSl 1197. Aat15HE0 ~ material and construction methods use for this roject shall conform
to the standards ands cifications o the i 's Public Utilities Handbook.
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i { {qtr i of alai h
a ~ ~ ~ Public Utilities De artrr~ent Permit # , h p
4 I r
o Authorization to Construct
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w ~ \ ~i, ate
~ Q c r~;,~~;~
a f ' °K
Hills o~~° bor® P
ugh lark N C Ave, TILI INSTAL TIONS AND OTHER PUBLIC FACILITIES INCLUDING
T CUatOfll¢t S¢IYIC¢ C¢ai¢f ~ q `I c c o v I C C C One Exchange Plaza, Suile 40D ''cec®"'~ SID ALS AND HANDICAP PS ARE TO BE CONSTRUCTED ON ALL am, Suile 406
r~ ~ , nigh, Nc Csrolina 2?SDt C~( ~ a Phone9l&5iG2495 .rolina 2'60t .,6.2495 STREETS AS SPECIFIED Y CITY CODE. THESE FACILITIES HAVE BEEN 6-2685
~ yr Fax 819.5+5-2685 _ ~,i~g WW~~PJ ~ FIRE s INSPECTIONS ® PLANNING sy (~t°~, ~ ~ PUBLIC UTILITIES ® PUBLIC WDRKS APPROVED BY THE CITY OF LEIGH A D SHALL BE SO
® ~ q~ ur' ti V~ 3 ~
~ ~a Sita and C®rnmerclal ~allding Data Sheet r Ps ~ ~ INSTALLED UNLESS A CH GE IS AUTHO IZED BY WRITTEN
/ ~ ~ Jlllm , APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE
~C I t W®®d$ Q Development NameHagan Lane Wafer and Sewer Extension ProPoaed g6°Water and Sealer ~ 7011 RECORDED PRIOR TO FINAL ACCEPTANCE, i
a ~l, s C ~ Pr°PeNYAadresataat2911 Ho an Lane 9~~ m t
rr NlakeCountyProparlyldentl9~atbnNul~Lerys)toreachpareeltowtLlchaLeseguidellneswillapply ~'~,'-1~" ~d ~ ~
~ ~ ~ ~ y,, P.I.".0794236278 P.LN. P,LN. P.hN. r. man 3 ~ ® c® NAlatlsyourpro)eetlypel TRANSPORTATION SERVICES ~R ° ~ u~, ~d°~ ~ war ~tanca~
IndusMal Building ~
Q ® Apatbnent Bank Elderly Facility Hospital Hotalltvlotel IndusMal Building V Maed Nan-residential Ofice Religlousirlstitutlon Residual Retail Residential Cando Condo Retail
CarevVa PI. r ~ ` School Sho In Sin le Famil Taleammunicatlon Townhouse Olher St. ~ ®kell St, R CeneP g 9 y Tower X PUBLIC UTILITIES X Olher
4 Y E t ~ ~ ~ ~jj sa¢peafw¢rk~aterandSewerExtension
~C ~ O CSEYATI® ENGINEER
n o~ a
St. ~~pp ~ Sd , nho t.Total#OfTownhouseLats_Detached Attached 4.OveraliTc~l#OrDwelUngUnns(13Above) Anave~ ~ P ING
2.Total#OfApartment Or Condominium Units 5. Bedroom Uni6 tb 2br 6 46r or more- 46r or more _
3:T°tal#OfOongrega~CareOrLdeCare,OweliingUnes® 6.OVamilUnigs~AereDor~itiesPer2ortingDistriDgs)~___ nine ~istricgs)
{ (~i w.~.~ ~ ~ ~.r'~ 1 .t o S ~ -
Zoning Dlatncrys) R-4 Proposed butld'mg use(s) NA I. IF more than one district, provide the acreage of each Esisdng Building(s) sq. tt gross A
Jackson St. ~:3 YI
Overlay District(s) Proposed Building(s) sq. ft gross S ~c ' Total Sid ACfBS e,t5 Inside City Limds ®Yes N° Total sq. ft gross (existing & proposed) ~V
G. ~s ~ Difstreetparpng Requ'ved~ Provided- Proposedhalghtafbuilding(s)
rt 1 S `otit~raw~y.~s
~e ~ ~ COA (Certficete of Appmpdeterress) ease # FAR (floor area ratio percerdage) i xmgton ® pr. BOA(BoaN of Ad)usbnent)case#A Building Lot Coverage peromtgge Ii~ ( ~.r ~.'r~q~ CA~D~i~~~
~ CUD (Conditional Use Distdct) case # Z- r a I ~i ~ I ~ t
v' ~ - ExistlBglmpervious8urface 150 acresrsquarefeet FloodHazerdArea~Yes ®Na EAL r a S
® if Yes, Alluvial Soils Flood Studys FEMA Map Panel # ~ Proposed lmpervloua Surface tSD lno change) aaeslsquare feat - t R ~ ~ - FEMA Map Panel#a - ~ ~ - s . S6 3 I H 27607 701 COPO TE CENTER DRIVE, SUITE 475, LEG , C
d Neuse River Buffer • Yas Na Wetlands Yes ®No Total Disturbed Area D.15 cre oars feet uarefeet 919-854-6200 919-854-6259 (fax) <~'°.~c ~v ~~qe a ° f N ,
j SITE RND COMMERCIAL BUILDING DATASHEET I D1A6.11 1 aNe oaTasxe~r I oi.sa.u ~ i ,/~e,,l g11~~,~t\`
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jf ~ ®®I Scale 1 5 AECOM PROJECT NO. b0184291-105873

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/ 1; ~ ~ ~ 7 ~'O ,r--f / 4„ CRP V! 4 3.80 GIS DISCLAIMER
1 1 ~ ~ h. ~ ~ ~w..~ -„r- ~ _i ~ SEE NO 1
~f \ ; ~ ~ ~ 1 %'~~`t ZONE 1 OF EXISTING NEU% :XISTING NEUSE RIVER RIPARIAN BUFFER THE BUILDINGS AND CREEK ON THIS MAP WERE NOT SURVEYED. THEY WERE
% ~ ) 4 ~ PV INV. 413.85 - _ _ t ''flI MANHQLE OTE _is~.~ ~ f. COMPILED BY PHOTOGRAMMIC METHODS, AVAILABLE ON THE GEOGRAPHIC u ~ 3 3
~ ~ ~ q ~ ARY SEWER ,r fr j'~i t ZONE 2 OF EXISTING NEl ~ ~ / EE 0 L x-05 ON` EX. 18"~ , . / ~ / EXISTING NEUSE RIVER RIPARIAN BUFFER INFORMATION SYSTEM (GIS)SOFTWARE USED BY THE CITY OF RALEIGH.
/ / H STA T6~ / W 18 PVC SS • TO BE REPLACED ~ N m m
~ i , ELEV 415. / ~ i SEE NOTE 8 THIS SHEET
~ ! TBM~ IN .TREE ~P • RIM ~ i! STA 0+00 ` I i + ' ' ~ ELEV. 415:8' - ~ MH STA 3 71.32 Q
~ ; dSEE•,SHEET C-~1~ NOTES ~ ~ e~ ~ ~~\RIM ELEV 420.76 t ~ i ~ , ~ ~EXI$TING 4 DIA MH
% _ ~ \ ) ~ THE CONTRACTOR SHALL NOT, STORE MATEI 1. r~- ,r,~,,, i ~ TO ~E PLACED 1' : t'i,t "LL TL TIT STORE MATERIALS OR EQUIPMENT IN THE NORTH ~ ~o RIGHT-OF-wAY. I CITY L I
'Y ~ ~ CAROLINA RAILROAD COMPANY RIGHT-OF-WAl la~~~~a~i~~'~;~t'- ~'l~~ri;j`,'~ - 'fi'r' ~ W/ 5'DIA MH)
, ~:1 ,,t ,t,,,4y; ~ ~ ~ SHEET D-1 ~ ~ ~4 0 DN ,l , ,ta.irttt,;,-C~``~, ,t~ k ~~a~l ,t~ ~ ~ ~ •ti ss~ A SEE DET~k S-2 +,1, ; G. ,t~,,,~ ~t A~ ~ ~ , z ~ 2. TREES FENCES, POLES AND ALL OTHER r t , , s`b. .a~ .FY'r {-k s t ~ F s 4.--^"; r rG 'e..4 . ~ ' ti s s s ! , t ~ f ' • RMf ELEV.4~,50' ~ I , ",LL OTHER PROPERTY SHALL BE PROTECTED UNLESS T T AND I TI o ~ k ~
h,ti 4q 3rd, r a „I,;~ t~~ 1 +t rye 4 F4 rqy, r r-~', ; ;~~r~ ~ "f/ THEIR REMOVAL HAS BEEN AUTHORIZED. ANY ,1 ,;rl"T~" ~~d N"1' ~ t ~ E}l~ s e §'~"i1 ~ s r4a~ 1 t~,i 't s,~. ~ 9 i ~ ~yl ,~;.I i!t l S ~r f . i ate: ' , Lrl'~.~ ~ ~~,;.~~a~. ~4;F^~r i~N a f, r° ~ t .d, l S f' '4r ~ 11 t1 ~ p' } , 1 ~ q l 'HORIZED. ANY PROPERTY THAT IS NOT AUTHORIZED BY THE CONTRACTOR, SHALL BE RESTORED ~ ~ ~ °
~ ~ ~ ~aa,,,..~ .y ~ ~ .~.w,~ . ~ , ~ r r ~ . 4 y. , ~ „ ~ ,I : , , ~ ~ ~ t a~~Y,.. BE REMOVED BUT DAMAGED BY THE CON j ~,~~i°(~+.jJ,l_Cu 1~ ra ~i"z=:~N ~;'~~b ~ ~ e~i,..~~~,-i ,~i~; it ~ •t 1, 1 ys.~} ~~,t, j,, ,~4 ~1:t tt~~t TD r , y t~ , ~ ~ ~z a;~ ~ ~ ~ ~;~~~.a;~~.. _s, ~p~~~~~,.,.;, ; ~,t ~ , ~ ~ ~ , t „i; t . t 1i ' t,^ t ~ . NTRACTOR TO THE PROPERTY OW o PROPERTY OWNER'S SATISFACTION AT NO ADDITIONAL ~
~I,:.. f., ~4•. s 1~ 1~1 ~ ~,~t {4 - / \ t~; ~ ! ti11' ~f/ BY THE CO ' y ~ ~ ks ~ ~'i".. ~;'~1 w "i~.-G~~. ~<a ~ ~ ~ . .1: ~ , ~ ~ '1 1 ~ s.~11111 1,. ~ k t ~ i t ~ .d~~, ' ~u F ~ r 4~ °t rat r - ti ~ f .Ctvx...J ~ la.~ ' `~r ~~~5 ~ h • ~ ~ f , , 1, t . ~ ~ . ~`t"t , ~ ! , ~,a-sue°~ .,a• r-~.~~.w, ,~,,,..t ~,s~..~, r"; ,a~~t asa ~ ~,=1 t.t, WNER. ~~,ti~;~~ -.,~~•~~s ,t ,~~~-f~~.° ~ ~:t 1,_;,, ,,h,~~~,i. .,a„- ~ ~b ~ COST TO THE 0
i,.a-. i i y k 't r."- - _ rt, ('y, E~. J ~ : ~ ; t ~ , i t; i „ t ~ t S j ~ t t , r'' d r:7 u , ~ ~ l s t 4~ s ~R r~" ~ c'~.:.{~.{ n ~y~' t ~ I li ~ ~4~' .i ~ ~ t }1 ~ s'`; . l 1 } k y t ~ a ~ ,g .rti"" ~ i~rl 1 ~ ~i ~ ° ~s' ~ N~. ~ ar%'..,.,uy,, ~ ~T^,, , fi „ 1 i ` t ~ f 1 ~ b xr;tJwN"~. ~ i L~ ~1 P i„ t~. S~ ',i„s<,.~;~~.~:a.~., - ~'1.~Ij:.~.,~ . ~:;,~ti ~~~~r-~• ,>,:~h~'~ ~i~k~ , r'~~.~a, .'I'~ t~t~, CONTOURS ALONG THE ROUI > > ~ ]NG THE ROUTE OF THE SEWER MAIN WERE DERIVED Utility Installations and other Public Facilities including sidewalks and ~ ~ g
vr~ ~ ~ - - ` , ; ~ >r.~ r~ i; ~ , " , ~ v, , ; . 3. TOPOGRAPHIC ~ ~ k ~;t~~,>fy -~,;,~,;;rw~ "''.;.~-~t~~' ~ ~ s~~ t~; ts~p~;~~: F , '`a. `fix s~" ' ''t'~ DATA. THE REI ,%rwze"="~ as 1.. n,, rt s ~7T: Ft , ~f~ a ~ ~Y r ..~M ` t ,Y ~ .R-r~'~',~b ~ ~ ~ i ; < FROM ACTUAL FIELD SURVEY j rc-.~~. ~r ti, iw y t ~ ~ - f ~;s , y!.L. f~ .k^~ .i..~ t ~ .'r. & va'rs,~,. t e )ATA. THE REMAINING CONTOURS WERE OBTAINED handicap ramps are to be constructed on oll streets as specified by o o
~ •,,i~j`~~tt t ~1.~-, 't+ ~4~i;S'~ $ , i~. :"~''~b, ~r s~t~° i. t fj a ~ ._,r, _ , ` ~ t ~ . s ; ~°a,l,~, FROM GIS. Ciiyr Code. These Facilities have been approved by the City of Raleigh and shall be so installed unless a change is outhonaed by written approval.
s ~ •r-~~ t ~ rr1 ~ ~ ~r ~ 1 k~'.GM ~ i ~ G~~;, , ~ ~'P,,. ; I ~ ~;T 1 ~'v ;.a ~'~~;5_~ 6° CNP ~ ~ ~ ~~t,~ t ; Y ~ ;+ryl _ LAN AA ""~,tio' ,~,~4 ~;9•L`"' i1~ `C .a= .1 -r Y 1. s .7 .1 s . , T.a ~..s. d:.«w;r., ,_,,,a, ~ ~ S ~1 ; t„4j ~ { ~ ~t,l .i.; t~ v , ~~z.~ .,,~;,-,t ,z, ~ A'~,. ,..~.r,;., _ A _ ~ ~ ~ ~ ~,~,~3'. 4, ALL ELEVATIONS SHOWN ON THE P THE PLAN AND PROFILE VIEWS ARE IN FEET, AND Public sanitary sewer easements are to be recorded prior to final acceptance. z o ~ N M
¢ .G,;~ ~ >a;..~rr, s. yr t ~--,-ar` T j 4M• ~ l ~ ~ r+C"y},i 1~'' ~~'~`;~1 AVD fICAL NAVD 88 DATUM.
is4~,,~ 4', , , 'v~-~,. •,~..rs~,,t°~~,~ HORIZONTAL NAD 83 AND VERTICAL N Q~~ ' ~ ~ , 3 Y s}1 1~';° ~~1~i ~~e z ° ,r 4~ ~ ~ ,~~~A r~~ i~~ 4i ;i SSMN $483300fN0T SURVEY€Dt 9 c 1 t i i 4 s i s-;tin , ' ~ r s r, ^t ~ ~ ':'~i,"si. .;sY"`~~" 1 i [pCATION OBTNNED FROM 61S F/LE
s ~ ~ ~ a 1' ,r- ° -w'~ ~ ' r ~ ~ ~ • t~ + ; ~ NCE ALONG THE PERMAN 3a ~ ~.~w , s. ~ E m , , ,t 5. THE EXISTING FE r 1~a., ~9.4t ,~~d~~, n ~ , ~A 1. , r~~~~tt~t~ fORINFORdfATIONPURPOSESONLY THE PERMANENT EASEMENT SHALL NOT BE DISTURBED. Transportation Services
_ . ~r t. t J ~ a~t ss ~'s ~ `~~.~,~,;~;~.,,t; ji ATED AS Si 1 y - - , 4 ~ ° ' ~ ~ ,1 ' 6. NO FLOOD PLAINS ARE DELINE , ' ~ ti ,1 ~ ' h ~ ~ ~ NEATED AS SHOWN ON FLOOD INSURANCE MAP 3720079400J.
+ 00 t ~t ~t,~ k;~ t , t~.k~-- ,,I. MH STAB 00. st k ~ s : + ~ ~ ~ I~t,~ ~ ,'r d9'EXLS(lN0 /~~ri ~ . ~ t t S; s t e t 4 i , i „ 1 ' , , i, ti~ ~',-S S,~a.s i r ~a, ~ rs', ~ t 1 i S. Public Utilities
~I~t -Eit~V 414. ~ I . ~ SANR'N~i' SE19ER 1 t ;1 ~ i ! ' ; ' ` 1 ; i . ~ ' ' ~ 11,, ,L~~~; ~ t.~ •a ~ r ,~.-r'n,, ~ s , I t _ t{; it " ~ , r ~ '~-"Fr- ~~~I`.'°~ 7. THE CONTRACTDR SHALL FIELD LOCATE A :LD LOCATE ALL UTILI I IES AND NOTIFY THE EivGIivEERS SSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL Conservation Engineer
(EXISTING 4 DIA MH "'~i r;~''"~xmsE ~ ru,~sE ~ ~ ~o s • y,~; :..,~,;;j,y OF ANY CONFLICTS. ALL NECESSARY FIELD ED ~ ~ s a ~,,~~}}i,. PRIOR TO CONSTRUCTION. TO BE REPLAC ~ ~i , •r. t$11 iw.:~, BY THE CDRPUD INSTRUCTION.
W NEW 5' DIA , ~ ~ t tt,, ~ 4.~ snrwRa Sao GUfIER lER SHALL BE REPLACED AS SHOWN ON THE PLAN Planning
ETAIL 0 N SHEET D-1 . ~ r' ~p 8. THE EXISTING 18 VCP SEWER SHALL BE SEED ~ ~ ~ ~ ~ E,r,~s~+rr~wYSEWER ROFILE, THE EXISTING 18" SEWER SH ~ / AND P l8" SEWER SHALL BE REMOVED AND DISPOSED OF
i `y.r~., -YARD LET ; i ss • , OFF-SITE. THE COST OF REMOVING AND OF ' 147.65' 18 PVC 0.9~%' .54' ~ __r~ IVING AND OFF-SITE DISPOSAL OF THE EXISTING
TOP . M~ 414 18" SEWER SHALL BE INCLUDED IN THE BIC . ~ ° „ EN.rB'SANIfPAJ SEWER ~ ,•g0 00 0,0 ~ ~4 4,'PIPE OUT ~ ESTINATiON % :D IN THE BID PRICE FOR REPLACING SEWER Public Sewer Collodion /Extension Svstem
7_,, % BY OPEN CUT, rFrELO vEwtn NKNOWN. E PR ~ ~ ~ ,i
` POSED SANITARY EWER L ET D-4 ~ ~ UTILITY SERVICES SHALL BE t • , ~ PRO ~ , ~ ss 9. EXISTING S SHALL BE MAINTAINED TO THE MAXIMUM EXTENT \`~I1tIIIIt11o,®
W/ 20 CO 5S EASEME , ~ ~ - ~ POSSIBLE THROUGHOUT CONSTRUCTION. ALL 223.67r.i~'"PVC 0,95,f.~,;-- ~ SEE SHE C-2 , r- HAVE A 24 HOUR ADVANCE NOTICE. 'RUCTION. ALL REQUIRED SERVICE INTERRUPTIONS The City of Raleigh consents to the connection and extension of the P 3'ro ~,i 1NCE NOTICE. City's public sew®r s tom as shown on this Ian. The material aril ~
, ~ SHALL , • . I construction methods used for this Qrojed shall conform io t6re sfiandards
~S ~ ~ ~ O.UNABLE TO DETERMINE CONNECTIVITY 0 - ~ s~ 1 i. INECTIVITY OF 4" PIPES OUTLETTING and speciRcations of the City's Public Uirlrt~es Handbook. O~J ~ '.J? ~ .,w c -
-~i~ _a l~ ~ / IN STREAMBANK. City of Raleigh °U • °yt aN th m Public Utilities Department Permit # ~ ~ ~0~ ~0* ie ~
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~ ~ i~ Autharimtion to Construct ~ . . be",° a ttgl
Date
% \ / HOUSE . ' J
END' LEG !D~
~ ~ - - -SILT FENCI ~ SILT FENCE
>l I ~ 6 ~ o -EXISTING ~ i ` i 0 - EXISTING WATER METER AND SERVICE PRIOR TQ THE START OF WORK, ~
~ ~ / ~ ~ -POWER POt x , f r''+ ''l ~ l -DROP/CURE - POWER POLE CONTRACTOR SI-IALL HAVE ALL N
~ - r ~ . ~ - _ _ - - - -PROPERTY - DROP/CURB INLET UTILITIES AND ENTIRE LENGTH OF SANITARY z
. % ~ , , • -PROPERTY LINE SEWER EASEMENTS MARKED, AND SHALL ~ ^
/ I ` -PROPERTY -PROPERTY LINE (NOT SURVEYED) MAINTAIN MARKS DURING CONSTRUCTION ~V
i ' ~ OBTAIN ~ i~ `,.:-.Y~ 1 ~ - FOR INFOF OBTAINED FROM GIS FILE CALL ULOCO @ 1-800-632-494 o, eri ~
q FOR INFORMATION PURPOSES ONLY e
- • -RIGHT-OF- - RIGHT-OF-WAY BOUNDARY .$T~I~%~D~~ ~rT~~7T~'N~TE~: W ,o
t t ® EX. MH X491548 ~ a,
EX. MH 488367 -RAILROAD o TO E!E REPLACED i TO BE REPLACED MH i ~ -RAILROAD TRACKS 1. All materials & construction methods shall be in accordance with City of Raleigh design ~u"
(SEE SHEET C-2) W/ NEW 5'DIA MH W/ NEW 5 DIA MH ---~--,v--,~•.._--~.-..- -CREEK - -CREEK standards, details & specifications (reference: CORPUl~ Handbook,. current edition) ~ o
i .TP rP -TREE PRO' - - TREE PROTECTION FENCE 2. Utility separation requirements: ~ a o A distance ot1oD' sha(lbe maintained between sanitary sewer& anyprivate or pabtie
water supply source such as an impounded reservoir gsed as a source of drinlcnrg water. ~f
adequate lateral Separatlnn Cam10t be aCme?len, iePCOnS Sdnli4ry sewci ~rip~ Siidii b;e ~
- CONSTRUC - CONSTRUCTION ENTRANCE speeitied & installed to waterline specifications. However, the minimum separation shalt ~ ~ a
E nit be less than 25' from a private well or 50' from a public well o ~Vlien installing water b~lor sewer mains, the. frorizontal separation. between utilities. shalt ~ 0
he 10'. If this separation cannot be maintained due to existingconditi~ns, thevariatiou ~ ~
allowed is the water main in a separate trench with the elevation of the water main at tJ
4. least 18" above the top. bf the sewer & must be approved by the Public Utilities Director; ~ ' e o
A11 distances"are measured from outside diarueter to outside diameter {x.1..1 ~ e 'Where it is impossible to obtanproper se~aration;or anytimea sanitary sewerpasses
over a watermain,DlP materials. or steel earcasement extended 10' on each sideof
i crossing must be specified & installed to waterline peciFications
© 'maintain 18" min. vei~tioal separation at :all watei7nain & RCP storm. drain crossings;:
maurtain24"inin.vertical separation at allsa~nitary,sewer & RCP storm drain crossing's: Where adequate separations cannot be achieved, specify Dll' materials & a concrete
cradle having6" min: clearance (per COIZ PUD details 1.41 & 5-49)
© All other underground atilitiesshall cross water.&sewer facilities with 18"min. veirtical Z
separation required
3. A;fly necessary Geld revisions are subject to review & approval of a~tamended pla<i &lor profile by ~ iW the C'it~~ of Raleigh Public Utilities Department prior t~ construction
a 4. Contractorshall maintain continuous water & sewer eerv~ce to existing residences businesses
; throughout construction of project. Any necessary service interruptions shall be preceded by a o4 Ill
hour advance notice to the City of Raleigh ~Pubhc Utilities Department ~ ~ ~ ~ S. 3.0' minimum cover is required bn all water mains sewer forcemams: 4.0' minimum rover is ~ ~
reyuiredon all lease mains ~ ~ W
6. Imtall'%' coppukwater services withmeters luc~~ted at EZ01~' or within a 2'x2' Waterine
BYP~ss ~aa~pt~g Qf{ tas''s 1Putnpt¢rg ~pe~tons Easement immediately adjacent
i 7. Install d" P~(`~ sewer services ~cf I.0% minimum grade with cleanouts located at ROWos ~ ~ .easement line & spaced every 75 linear feet maumum Ijj
~ Sewer Qypass i uulpittg'. I'ressnre reducing valves are requred nnall water ser~ioes exceeding 80 psi; backwater valvesare ~ ~ Ij.
s~plan to the City of Kaleigh PublicUtilities I~epartmentprior fo required nn all sanitary sewer etvtees having building drams lower than LO' above the iteXt ~ ®
Contractor. shat! submit a b ass plan to the Cif The YP ~ pumping operations to coordinate with adniinisttati w~%th adniinistratiop engineering staff, Pumps should be sized to upstream manhole. ~
a handle the eak daily flew (2.5 tunes the average dai{~, P the average dairy flow} forthe Line or area of work. The contractor 9. -..All environmental".permits applicahle~ to the project must be obtained from NCDWQ, USACfi & or FEMA for any i iparian buffer, wetland &lor floodplain impacts (respet,tively} prior to
sha11 secure amps from a pump supplier accordin@ p applies according to the flow and lift information provided in the eonstnrctiun ~ Q
~I accoin anyingtable. Pumping operations must be mop p lions must be monitored 24 hours a day for each dayofthe pumping. tp, (grease Tntcrceptor I Oil Water Separator: sizing calculations & installation specifications shall be
u oration by ualified ersonnei in order to respor p rl p i order to respond to problems ~~r failures. 100% .redundancy is approved by the C'.ORPUD FUG Program Coordin~~~,tot .prior to issuance of a Building Permit. ~
Y re >~ii'ed for pumping operations, In addition, back q addition, back pp pumps .are to be connected to the b}'pass force. Contact Tim Beasley at(419) 250-7825 or timoth_y.beasley(c~raleiglurc:QOV for more information ~ J n faiture.of the prunary puW~ps. _ ~ Cb
to facilitate immediate use a an failure-of the pr mam p- G
7 The Canstruciion ConiracF®r responsible for the extension of water, sewer andlor reuse, as approved in
i.
S~-PASS ~t1fl~PiNC RE t aS EUflflPING i4EQUIREMENTS these plans, is responsible for cora2actin the PU~IGC ~~dfn16~~ ®~partmer~~ at 4919) 857.4540 and the ~~e~6i~ p~®~'~~ ®apa~t~ieD~ at f999) 996.65f 0 at lest ttwenty foutr hours prior to beginning any PATE
rf their construction. TUNE 2ott AVG PEAL( SCALE:
LIFT DISTANCE E=L®~! FL®~ PROJECT Nt). H: t"= 50' ~aa9~~e to notify the Public Utilities Departmen8 in advan~.e of beginning construction, will result in the bute4291-105ts79 v; t° = 5'
a ACTS®i'~ BY-PASS PUfl~PIN~ (-pA3S PU~hPING FT F GP GPM issuance of Monetary Fines, and require reinstallation. of any water or sewer facilities not inspected as a DRN. BS CHK. LWM
Connection of Neer DSN, RAC APP.
a MH 483300 TO MH 48~ sewer, tie-in wiih cwt-in manhole 83300 TO MH 488368 9:4 644 96 240 result of this notification failure.
Faiifur'e io call for tnspecfion, install a Downstream Piuy, have ~ermitaed Plans on the Jabsite, or DRAWING N0.
any other t/iolation bf City of Raaleigh Standards will result in a Fine and Possilble Exclusion from future work in the City of Raleigh. , SHEEP No.
, A "'1 '
+ 4+00
0+00 I+00 2+00 3 00

SSMH ~gUCK ~CROSS&1CK
EX.GAS tlNE RIN ELEV.A74 SSHX °483300 (NOT SURVEYED) ~ L~ ~ i JNV.IN 47124 % ~
~ ~ l l 1i / ~r yC."~'`. 'w,~<. E~LB't~+CwATER NE ; i LOCAT ~ E r 3(PCURB AND G(F1 iER ~ lPN.UUf Off ! FROM ~ -'--~-~J SEWER ~ ~ . t-°._ ( ! W o
I / i 4 / ~ i 1 ! / / / J 1NF ~ ~ ~ ~ 3S 5S ~ S5 ~ SS 4 ~
5 I o ~ ! ~ ~ t 7 z ~ ~'~,djf", ~ SS I
~ / r' ~ ~ I / i` ;i /
/ -f~ ~ _-J ~ / / ~ r / f of ~ / ~ r'~'~ S% ~ ROY ~ ~A~ ~ ~ Tr t t If ~ - w ~ ? , r
% / f ~ cur w~RES ,e
NDTES~ ~ / ~ - - ~ ~ l / aPS~-es~sao~ ~ ~
LRDAD COMPANY ~ l / 1 ACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT IN THE NORTH CAROLINA RAI / , , - i. THE CONTR J/~ I i ' I Lp3l3BI~ ~ '
T-OF-WAY. ~ ~ r~ RIGH ~ ~ i r t/ r~ ~Cr~ DRn~E I ! ~u~ ~r ~rRES~ l~~~rr Exc,~ rEt.>:vrsroN uNE Q ~ m m ~ ~ .k EL ttl?>~E ArROrr t I Iwi Nr,RETE APRON; ~ ~ l t,t ; /PROPOSED FH /
L OTHER PROPERTY SHALL BE PROTECTED UNLESS THEIR REMOVAL HAS BEEN ! ; ; , ~ ~ ~ = , ~ l ~
ES AND AL - ' ~ ; . ~ • ~ 2. TREES, FENCES, POL DRIZED TO BE REMOVED, BUT DAMAGED BY THE CONTRACTOR, , THORIZED. ANY PROPERTY THAT IS NOT AUTH COST ' E AU THE PROPERTY OWNERS SATISFACTION AT NO ADDITIONAL ' ~ ssaM~Po Stu e ~ i I ~ Xa~sE ~ ~ ~ .cAet>aTEr.~v~~ l t' I ASSEMBLY h , . ~ IhN.M14N3&1 410 ( I 1 i J I Ef if ! ~ t J Q a
TOR TO i -''/r-' - ~ wrtuas TL// T CONTRAC r - • f SHALL BE RESTORED BY THE ~1 ~ ~ , ~ -.,.,r'' ~ SANDRA R618~.;'w: i ~ L`y TO 8E REP d W/ 5'D1A 1IM i I' / I j I ~ J ~ r' ~ o• ~1 I ! 1 r 1)~t~ 0 ~
TO THE OWNER• r / i / f ) Pre r ~ ~C l ~t . _ ~ 0
FROM ACTUAL FIELD SURVEY ~ ~ ;~.,w~ ~ HIC CONTOURS ALONG THE ROUTE OF~ THE SEWER MAIN WERE DERI E ~ „ ~ ~ / t ~ oara3i~~r,,, , ~ ~ 3. TOPOGRAP ~ ~ f , y , . "1' ~~~~r~" ~ ~ { ~ ~ EX.UN N UTIUIY~ ~ ~ ,l1 f ~ ~~~f~ i~ LL. R~ ' Y~~~ HousE ; 1 I I / JI / ~l ` r! I Z a ~ d
WERE OBTAINED FROM GIS. ; ~ DATA. THE REMAINING CONTOURS ~ / ' ~ .,-x~~ fix/ ~5C f/ I / ~ i ExEtECr1 LINE ! ;1 i lj ' ' ` l + i ~ a ~ ~
THE PLAN AND PROFILE VIEWS ARE IN FEET, AND HORIZONTAL NAD 83 AN r 1 ~ i . ~'{,~`7!~ . 2 ~ ! t f r r ~ ~ rv 0' AD. PER ANE T EA MET t ! / ' / t ~ ~
~ MH STA 4. ALL ELEVATIONS SHOWN ON ~ j ; ' ~ , VERTICAL NAVD 88 DATUM. _ ; ) ; , / 31 ; . ~ , I ~ FRO CEN gF~MAN LE ~ ~ ( t ; r ~ ~ ~ ~
/ - R ~ NOT BE DISTURBED. ~ / / ~ ' ~ ~ 1~' TEMP RARYr, I CO TRU TIONIi'~ ~ ~ t ~ ~ i~ / ~ ' . ~ a ~ r r' ~
ALONG THE PERMANENT EASEMENT SHALL , 1' ~ . S. THE EXISTING FENCE ~ i % ~ , ~ k, ~-~r~, / :r r / ~ . ~ ~~,,ee,~,~:~ may' t i ASEM T ~ t~ ~ ~ ~ ` ~ t~ ~ ~ ~ 4. ~ ~ ~ % EX.CfBEE/TEIEVIS ~fNE a ~~,r ~,c ~ r ~ I ` r,v~ ~ ~r~J ~ l~~ ~tti r 0 0 m
ARE DELINEATED AS SHOWN ON FLOOD INSURANCE MAP 3720079400J. ~ - ~ i • , ~ ~ . „ ti , ry _ , 6. NO FLOOD PLAINS _ , ,NE 5 DIA/ ANE,,V ,z, w;~_ ~ r r~ r ~ 1 f l t t rr / 1~ ~ U U vii i ' ~ r /
- i ~ ~t r ~ i i f~ ~ , +AD ~ . MH S ~ ~ OF ANY CONFLICTS. ALL - ~ ,,~~'>~rx IES AND NOTIFY THE ENGINEERS ,~A~-0' ~ - , ~ ~ . 4 PROP ED ~ r ,
7. THE CONTRACTOR SHALL FIELD LOCATE ALL UTILIT TION. - RI ELEV. ~ ~ ~rx`~~;~ A ~ BY THE CORPUD PRIOR TD CONSTRUC M ' ~ ,r ~ FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL \ ; =,STA: ` ° NECESSARY ~ , ~4~~~ _ ~ SA~ Y EWER FarNr~ t I ~ I ; jl l ,r ,r' ,t ' ti { r l ll~~ p ~ r UNRED P <P t I i (r l ~ O N M
THE VR'AL UNwINr«i I ~ ~ ~ iw" ~ r~usE ~ ~ i ~ I ~ ~ l l ; ; EX. WATER, LINE ~
NED TO THE MAXIMUM EXTENT POSSIBLE THROUGHOUT G UTILITY SERVICES SHALL BE MAINTAI / r- ~ . ~ s 8. EXISTIN r.,~. ..`~-:~.;~`~v :;r, a ERVICE INTERRUPTION SHALL HAVE A 24 HOUR ADVANCE NOTICE TO CORPUD ~v ~ , ~ , w , „ ~ x~tT~av>~ I ~ ~ ~r~1 TO BE REMOVED OR ~ I i ~ srro ~ ~ l ~ ,t' , ~'t , rrl~~` ABANDON ED IN PLACE
CONSTRUCTION. ALL REQUIRED S ~-an ~19.7~i' 30• ar~~~ ~ ~ ~ r ~l ~f11,~
~ ; 'J l ~ ELF , ~ , ~ 4 ~ REID LI063745 wr 15 RCP ~ ~ ~ ~ ~ ~t,+,r, rlrll/ /
i~~u 1,,., ) ,~1.,~~y.,~v,~v~%a"„"-J~~L~;L r~i'i' / ~A,~. r*~`,yh>. ~ ENGE ~ t I I ~ ~ ~~<<I t •i 1 ~ ~ ~ l~~ ~ ~lr„ t
'1 l ~ J~~~ . ~ ~ :Y w,. uHrrEO P NERS~nP i f ,''t~ ~ ~ ~~~BM~ NAIL IN ~TILITY POLE t ! 40 ~ L+, j Jl,~i/ r ~i~r/r`t~LEVj.- 436.9
r, ~ - ~~-~-r..- ~aa ~ ,d`~^Y.,~,C CY'v,Y~~• ?`,~;W i~,~,T,~V j;;• ~ I ~ y ,pa*r, / rn• r5;. ~ BUFFER , / ~ a's'k ~ ~ / r
- PRIOR TO THE START Or WORK, ; ti, ZONE i OF EXISTING NEUSE RIVER RIPARIAN \ ~ ft~~`+~ x~ ~ ` . ~ ~ ~ ^y ~:~fi4;u~~t".,., : ,,'~'ri 7`~~7~~i ~ / ~ INST L ATE Excas u E ~ ~ ~ r ~t j %
CONTRACTOR SHALL HAVE ALL ; r t;~,~ r`-"F''i°:~`~~~:/~ PARIAN BUFFER r ~k 'AC S-~ COR S ~ f ~ ~ ~ll ~ r ~ ~ ~~f r( t~
ENGTH OF SANITARY ~;~;~;•:•~F~'i<,>„• ZONE 2 DF EXISTING NEUSE RIVER RI ~ , f~s r,~` ,,,,t~.~; IRE L , ~`I `x; :x,• TILITIES AND ENT o,~ , ~ ~ ~ F~~ EW~ ' COR S ITARY EWER AS Nj~ ~ ~r lI ~ / 1~~~ l ! l + 5 ~o / ~ ~ ' t ~ ; r / !r ~ r ~
ALL ~ ~ KED AND SH ~ ~ • SEWER EASEMENTS MAR ~~,'1 ,4~ ~ ~ J ~H A 1 3 J 11 ~ ~ r~ 1~ : /I t RIM ELEV, 42.6 ; ~ , i ~i ~r ~ l i/ 1 1
elks and ~ / r ~~w~~ ; ~ ° ~ / ~ - . r , G CONSTRUCTION. her Public Facilities including sidew / MAINTAIN MARKS DURIN Utilitylnstallationsand of / ~ ~2-~~~,a~ / ,%,lu~';*f, 0'00", ' r ' - - - .DE L : 20 , _ 'u ! I ~ l ~ ~ r~~ ~ ~~~~4~ 11I H?~~~
e constructed on all streets as specified by z... ` ~ ~ % 90 i s are to b rv ' X~k. - - -4949 handicap ramp / ULOCO C~ 1 $Od 632 Ralei h l jx7~:~hx;c~~ ~ r' CALL .These Facilities have been approved by the Ctty of g Q ,~;~wr Exrevcp ~rfVtiSEWER Ctt~ Code t,,, ~ r r ~ ~ , t1~rn'tisEwER i ` 611 SH T -1 r i //t J,~, / l~'1~'f , N ~~i
hen a is authorized b written appr ~ . F ~ ~~~~~,~.r ~ .r ~ ~ ` ro aE RePt~cEa MH and shall be so installed unless a c Y ~ : , tJ Y c ~ ~ I 60' j~ll~l/ ~ rlJtr t, I \\~\\~P' L ~4/ ~ r MH.STA 0+6 50 ` ~ e v.° P
t final acre to ; .f fi%~,r~~ ~ ~ ; / ~i tewc; sewer easements are to a recorded error o p ; ~ ,,y~. • „t~"~, ' ~ ~ p Public sanitary ~ w I t ~ ~f ~ ~ ss~°~ % ,'n ; ~ war ELEV.4/47 \ RII d m 71°50'36 LT.~ I ' ~ ~ ~ ~ ,1 ,t THI~AREA IS A TEMPORARY ?a;,o~ ~ ~1°,~,u: RIM ELEV 41 .76' 2 ' RAID. COR SANIT SEWER F EMENT ~ t ~ ~~l ~ ~ ~ t , , CD TRUCT bN EASEMENT AND Q, ~ a o ° ~;~m
4 )y x, I +T? e~ ~~rl ~ t~•tb 'x.91 a~~,, 1 r~~t~,;~~,:P~• SEA ~ _20 F OM SENT R OF M HOLE j' r ~ ~~,1 l `Ili SH LL BE SED AS A ~~•~`~M~° SEA DETAIL ~ ! / 4 ' ~
I ~ ~,ri. 'a..'~ ~ ~ ~~g`~~ ~ ~ ~ ~ / CO S (RUCTION ENTRANCE AND ~ ~ ' SHEET D- ~ ~ r ~ ~ ' ~ ,0
Transportation Services r- ~ • • • ; -i l , I ~ ~ i ~ ~ r`III~ Ire It l LP~~DOWN °~AREA ~ r'~tlr did °P~~
~ LEGEND Public Utilities ~ , , ~jj 1 ~ \ c~E~,~~~ 1~ ~ ~ ` l l ~ ~ r~ t ~~l~t(IIN1~~ CHARLIE H06AN HEIRS ; CHARLIE ~ t ~ ~ ~ I r`~r~ i j/~ ~ r' ~
i ! ! ~ I ~ ~ ~ ws msa uaa4 PIN C/9~0 2J-704 PIN DI91- -TB ~ ~ ~ t REW G0.TM24 ~ ~ ~ ~ ` !~r RL•1D ~ f r f ~ 1~ l/~` ~ l~ l J
-~•-a-•- - SILT FENCE n etvatton En inset 1~ J~ ~ ~ ' i AREA; OF L D \ ! ~ i Cos 9 ,r ~ , ~ RB CE 1 ae sr-~RC sae I DISTU
i - STING WATER METER AND SERVICE / ~ .280 SF) a EXI nin ~ APPROX , p i ~ ~ ~ A NE 6 DI~~WATER ~~~t~- ~
p Plan g / ~ ; r ~ ~ i ! , 1 e -POWER POLE ~ ( ~ _ SE SHEET -3 ~ / l ~ r
~ 1, r ~l ~ l r ~ , i ~ //Ilt/ i/ ~ ~ / ~ ~ J' r ~ i ~ 1 W Hmau ~ ` . ~ ~
®-DROP/CURB INLET ~ l ; Public ~ ~ ~ ' ; , ,lC ~ ~ i 1 ~ t r PIN -e;~r ; Ir %I ~I ,1 ~ ~ ,°o ~p ~ .,l r I
- - - - - -PROPERTY LINE ~ ~gyfgr Collection /Extension Syst®m ' , i ~ l EX.lBSNtrTARI SEWPR
~ ~ , ~ ~ i (I I ~ ~ rFlEfD VER1tY7 % ~ / -PROPERTY LINE (NOT SURVEYED) ~ ' ~ r v r , /
connection and extension of the •-(-y...1 / OBTAINED FROM GIS FILE The City of Rolei h consents to the ~ ~ ' ~ n, err
SES ONLY C' s public sewersystem as shown an this pplan. The material and l j, FOR INFORMATION PURPO ~ metiiods used for flits ro'ect shall conkrm to the standards / - • • - - . , construction P I ~ r 11 ` '7' J • e%
¢ and specd'ications of the City's Public Utilities Handbook. ; f' ~ / • ; • - • • . , . - ; , - • • • - - • - - • • -RIGHT-OF-WAY BOUNDARY / ~ ~ / ~
\ ^ N
- D DISTURBANCE City of Raleigh i i ` ~ ~ _ ~ , LAN rtm t Permit # i i 1 i i i ' N Public Utilkies Depa en ~
- RAILROAD TRACKS SSgN maesase rNar suRVErear Authorimtion to Construct l.~AfroN OBTNNED gg F ~
PR091 cis PIiE PoR 1NPORgNION PURPOSES OqU' t -CREEK pate V1 ~ ..1 ' 0•
MHoi MH~2 MH$3 MI MH~3 MH~4 > ~ _ I ®o
.TP TP -TREE PROTECTION FENCE _
~ I ~ _ _ _ _ - F. N
4 L I -CONSTRUCTION ENTRANCE - _ ~ I ~ 1
i - - - ~ L.. 0•.
~ LdT I' NQ~T;i:~S': _ . _ D.
r ~~'AN~~~ZD ~7I - k
1 t action methods. shall bz in aecotdaircc riith City of Raleigh design _ 1. All materials & cons r ' OC - - _ _ V
datds .details & s eeifications (reference: COR PUD Haudbuok, eur><ent edition) i Stan p ~ ~ , - - - - - -
2. Iltilityseparatiourequirements: - © A distance of IOU' shall be maintained between sanitary sewer & any private or public - - ~ I i i _ i ~ _ i "
it rsed as a source of drinkin water: If ~ water supplysource such asap impoundedreser4o t g I tl ferrous sanitary sewer i e shall-be ~ .t_- _ i _ ~ _ - - - r~~ ~-I_ ~ ' ~-+1_ ' - ~ _
adequate lateral separation cannot be achieve. , P P _ _ d to watethnes ecrficatrons. Fiowcver, the minimum separation shall - - - - - -
4 specified & rostalle p _ - _ not be less than 25' from a private wellor30'from a public well. _
© ~ en installin water &lor sewer mains; the horizontal separation between utilities shall - ' - t ~ g rattan cannot be maintained dueto existing conditions; he varratiort~
lie 10'. If this sepa allowed isfhewater mainin a separatetrench w~ifb the elevation of the+~ater marii ~t h~`f~ -
`he sewer &tnust be a roved by the public Utilines Dnector: BY-PASS PU{~P9NG ~EQUIR~~dF least I8 above the top oft PP _ - - _ _ - _ - f - - _
~ Al(distancesareineasured from outside diameterto outside diameter t - A~~ ~~AK a re it is im ossible to obtain prgper separation, or anytime a sanitary sewer passee ; Whe P - ' i .
over. a watermain, DIP materials or steel encasement extended 10' an each side oC flaET DISTAfdCE FL®~ FL®dV _ ' ~ -i- - ' , -r- ~ . t ~ v- - - - -
crossing must he specified & installed to waterline specifications ~ ' i I ' ~ -L.' I ~ `I-i i - i ~ -1 -~-rr-r ~ r- - I
erflcal se oration at all watermain & RCP storm drain crossnigs; ~C~pQp~ t3Y•i~ASB PUMPING FT _ ( o Maintain 18" mm, v p maintain 24" mhr. verticalseparatioir uk all sanitary sewer Xt RC'P storm drain crossings- COr1p8CtI0r1 Of Neva 67><#~4 J6 240 - - - 1-' - _
r tionscannot be achievci; specify DII' materials & a concrete MH X83300 TO MH488368 9•~ _ - _ t Where adequatesepa a s~wef, H~-gin with cu(-in man o
I r dle haviu 6" mitt, clearance (per COR Pi 11) details W-41 & `;-49) _ _ ca g - © Afl other under oimd utilities shall cross water Rr sewer facilities with 18':' min. v crtrcaf - - W ~
~ - separation required , _ OG
a ravel of aft amended Ian &,or profile by. Bypass i'utnpiitg~peraflanaas 3. ,Any necessary Feld revisions are subject to review & pp p - I I _ ~
the City of Raleigh Public CtilrtiesDepadment poor to constru~tiou 4. Contractor shall maintain continuous water & sewer servrcc to cxrstur~ residences Si busmesses~ Sewer Bypass Pumping:. _
i traction of ro'ect. An ~necessaty service interruptions shall be preceded by a 24 i ' ~ throughoutcons P J 3 ' I I i,
totheCit~ofRalethPubhc(JtilitiesDeparunent- The 4.ontcaotor shall. subiniC a bypass plat to Che Gityof Raleigh Public Otilitics hour advance notice ) g ' m cover isre aired on all water mains & sewer forccmains. 4.0' minimum cover is~ De artmeut prior topumping operations to coordinate with.. admmistratron cnQureering
1~ 5. 3.0'minimu q P I re uiredon all reuse mains statp':1'umps should be siicd to handle the peak. daily flow ~ tmres Che average daily J
~ q fi. Install coppar•water services with meters located at ROW or within a 2x2' ~4aterline flow) I'or theline or areaof work. The contractor shall secure pumps from a prune - _ _ _
Easement immediatelyadjacent supplier according to tficflow rind lift information .provided m the accompanyutg fable. i 7. ]nstall 4" Py'('* sewer. services (a 1.0°/u minimum grade wnh cteanouts Iccated at R011 of Nutnping operations must he monitored 2~l horirs a day for each day of the prnnping § _ {
easement line & s aced every 75 IinearfeeY~ maximum t ualified ersormel in order to respond to problems or failares. 101)°% _ _ p n eratron lv _ _ - _ - -
r sure ieduciu valves are required on all water services exceeding ~80~pst; liackwatei valves. are P 9 ~ n par um iii o cratons. In addition, back np pumps are to be 8. P e S redundant rs rc nue _ lied on all sanita sewer. services having building drains lower than I.0' above the next ~ q P P ~f cilitatc immediate arse drop failure of the primary- . raga rY egnriected to the'bypassfprce math t 1
upstecam manhole ~ ~ - I I - - ~ - ~ J
9, All environmental permits applicable to the project must he obiatnedfrom VCDWQ US~CE PI~Ps, ~ ~ &,~or FEMA for arty riparian buffer, wetland dJor floodplam nnp~ets-(respeUrvely) error to
a constntctioii 1° - - - Q
n .calculations & installation specifications shall be fl ~ I N STR I C Cneaseinterce torlOiLWaterSeparatorsrzi g NSTRUCTI®N SHALL t~. p ALL CO approved by the. CORPL"Q FOG Progt'am Coordinator prior to issuance of a Building Permit; ,
form Lion LEIGH AND / _ . 5 _ n imoth -:beas?e . alai ~tre. nv for m~rz ~ _a WITH CITY O F RA sie at )19 z.o ~szs rt ~ vt~ ~ >r C®RDA~CE ContactTrmBea y l t AC _ -i
SPECIFICATIONS. NCOTiSTAARDS AND
- - - - - DATE - _ - - _ - = JUNE aon
-
sewer and/or reuse; as a roved in ' I The Construction Contractor responsible for the extension of water, PP 1 - ~ ; ; , , , I . ~ i ~ ~ 1 - - - - ~ - PROJECT N0. Sp= E~ I , ~ I i ~ I ~ , ~I-a--~- - I a- - - - ~ ; ---t-I _ H: I ~ ` i - SOt84291-105973 dt 1" = 5,
onsible for coniactin the PUbllc 9Jtifities DepaP~it?eBet at f999) 857.4640 and AI M E R e Ions is res DISC L tires P . G I S p the Fu611C VVOCkS DB dPtmeett at /9f9) 996.6810 at least twenty four hours poor 1o beginning any -
oftheirconstruction. URVEYED. THEY WERE - DRN. 8S CHK. LWM
THE BUILDINGS AND CREEK ON THIS MAP WERE NOT S ' will result in the OGRAPHIC - - - DSN. RAC APP, . -
Faelufe to notify the publfc Utilities Department in advance of beginning conStrttrtion, COMPILED BY PHOTOGRAMMIC METHODS, AVAILABLE ON THE GE issuance of flsanetary Fines, and require reinstaletion of any water or sewer facilities not inspected as.a IS) SOFTWARE USED BY THE CITY OF RALEIGH. - DRAWING N0.
' lion failure INFORMATION SYSTEM (G result of this rrotfica
- - - for fns action fnstafl a Downstream Plag; have permitted Plahs on the Jobsite, or i FalfUr'e to call p, - , ~ ~ ~ I I , - I - - - SHEET N0. ~y
any other Violation of Cfty of Raf®igh Standards wdl result'in a Ffne and Possible Exclusion from 0+00 ~ ~+0~ 2+d~ C-2
' future work in the C+ty of fialefgh.

o
w ~
O o O o '
NDTES~ '
r
r VERIFY THE LOCATION AND SIZE OF BOTH WATER LINES 1 1. THE CONTRACTOR SHALL FIELD rHE vRa. uNK lac: ~ ~ ~ 3
AT STA.0+00 AND 6+38. THE COST DF FIELD VERIFYING THE LOCATION AND SIZE OF THESE WATER LINES SHALL BE INCLUDED IN THE BID PRICE FOR PIPE. P1N 078f-Ei-5E6B
~ `tJ ~ \ ` Ex.B`SEWER LINE O vii m m
NTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT IN THE NORTH CAROLINA / 1 2. THE CO I RAILROAD COMPANY RIGHT-OF-WAY. ~ ~
S S
MUM COVER DF 4,0 FEET, 3. THE NEW 6 WATER LINE SHALL HAVE A MINI RRY C NSTRUCTIDN EASEMENT 10' TEMP.BR 1SEMENT ~ ~ THIS AREA SHALL BE USED ~ \ ~ 0 AS A LAYDOWN AREA
RDINATE W/ 0 'NEW 20'COR tSANITARY SEWER EASEMENT j PR GRESS ENERGY TO HOLD POWER POLES WHEN 4, THE CONTRACTOR SHALL C00 / ER EASEMENT ~ ` ~ ~ ~ ' ca~1v PaVAY ~ \ ~ T- NEW FIRE HYDRANT ASSEMBLY a ~
3 ''"CAVATING NEAR OR AROUND POLES. 1 ~"lI LINKED PARTNERSHIP ~ ~ ~ 8"x6" TEE W/ BLOCKING
WITH MINIMAL INTERRUPTION. >?arse I~#1'HEIRS 1 07RBIN FaNru' ~ ~ , ~ '~~r 1 - 6" GATE VALVE W/ BOX ~ a 7Ers ~ ` ~ aRavE~a4NE \ x.wArEe v~.vE 10 L.F. 6" DI PIPE, MJ Z ~ d
5, WATER & SEWER SERVICE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION t PIN orss-e5 Ise ALL REQUIRED SERVICE INTERRUPTION SHALL HAVE A 24 HOUR ADVANCE NOTICE TD CORPUD, g OPEN CUT ROADWAY t
vPC I t REro ool~5B9 ~ ~ ~ ~ wi LnNCRETE err 1 - 90° BEND ~ ~ ~ rrr~oiPS Ise HYDRANT EQUIPPED m "
SHALL BE INSTALLED AT LOCATIONS INDICATED ON THE PLAN VIEW, AND ~ wx~a 6. PIPELINE MARKER SIGNS - ~ ~ 1 Ex.cAeLE WITH 5" STORTZ NOZZLE ~ ~ ~ ~ 1 ~ c rEU:vISION uNE fx.E~ECrRrcatllNE - ~ ` SEE NOTE X15 >
SHALL CONFORM WITH THE SPECIFICATIONS OF THE NORTH CAROLINA RAILROAD COMPANY. EACH SIGN ~ ,pro HAVE THE FOLLOWING INFORMATION LISTED ~ t SHALL + ~ ~ / ~ oRR~EL DRNE ~ ~ j
STA. 0 20 r F~~ Di WATER 1 THE \ ~ c-' Icr~vcRETE wA1x \ ~ \ w/ caHrRfrE a~R~r U U cn
NAME P.ND pnDRESg OF DWNER~ CITY DF RALEIGH, 6"x45° ELL NEW 6" DI WATER ! exa-rxa'araa uns r E WATER Wl BLOCKING 1 CONTENTS POTABL ~ PROPOSED ~'q" CAPER - ~ E ~ WATER SERVICE /l ~sE srACEr P r,s ~'SE Ex.oas 11NE STA. 6+38
PRESSURE IN PIPE 60 PSI AREA OF LAND DISTURBANCE t D °YTATER P,~TER I~iO SED ` ~ cAe~ rE1EV 6" VALVE W/ BOX /E 5' MIN 8'° WATER ~1" PER ` ~ ~ utiE sUr WIRES _ 6"x8" TEE W/ BLOCKING z o ~ a M
DEPTH AT MARKER (AS DETERMINED IN FIELD} (APPROX. 3300 SF) STA. 0+43 tcx,~et~ruF 5' MIN _ 6x22.5 ELL WATER SERVICE ~ 8pp'R~',,
IN CASE OF RUPTURE, CALL EMERGENCY TELEPHONE NUMBER [phone] OR (9191 829-1930 AFTER HOURS AND ON WEEKENDS TBM~ NAIL IN UTILITY POLE W/ BLOCKING VALVE TO EX. METER - ~ ' ' ' • G OPEN CUT ROADWAY
t ELEV. ~ 433.09' ' ~1NE Ex.ELECf>iiCA! 1JNE do
7. ALL DUCTILE IRON PIPE SHALL BE MECHANICAL JOINT, THICKNESS CLASS 50. - _ 1+00 ~ 2+00
l r SrallFn PF RTH CAROLINA RAILROAD COMPANY SPECIFICATIONS OR ~ 8. THE PIPET jAIE SHALL BE .N_ , , _R N0. `'lr ~ ~WSR~ORNf ~ ~+DO FX.NNKNa9+N Ui1UlY 6+V v..--~.9'?VC: wArER 11NF ' uJt' iNnc'S--- _
T, t~vvusc,~Ea a~Ea-~ CORPUD HANDBOOK (CURRENT EDITION) WHICHEVER IS MORE STRINGEN ^ `GRA~Et W ° EX.WATER VALVE ,~Y_ ~ DRNE ~
.....................e..........._... . .............r...__....--- ~ CROSSBUCK ........................ffOGRN~`LANE-(GRAtIE~l J STA.6+28 '
9. THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES AND NOTIFY THE ENGINEERS OF ANY CONFLICTS, ALL NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL BY THE CORPUD PRIOR TO STA.0+00 STA. 3+16 6"x45° ELL \ ~
CONSTRUCTION. 6"x6" TAPPING SLEEVE STA.0+43
AND VALVE W/ BOX cx;•~ ma4,wr INSTALL PIPELINE [NE ~ INSTALL PIPELINE W/ BLOCKING EzrPSEwER uNE MARKER SIGN
lO.EXISTING WATER SERVICE LINE TO HOUSE ON CORBIN PARCEL (STA.4+25 to 6+25},SHALL BE REMOVED MARKER SIGN R ABANDONED IN PLACE PER CORPUD HANDBOOK PROCEDURES. (SEE DETAIL ON SHEET D-2) 0 tSEE DETAIL ON SHEET D-2) cAetE rEt~vls~tr LINE N SHEET D-2)
t i ~~~~~~}Uil'I~ll~~~~
i 11. THE CONTRACTOR. SHALL BE RESPONSIBLE AND ASSURE THAT ALL TRAFFIC CONTROL SHALL BE IN
ACCORDANCE WITH THE LATEST MUTCD PUBLICATION. ALL SIGNING SHALL MEET THE LATEST REFLECTIVITY REQUIREMENTS. STA.2+63 c>~ssaucx • •N~y~i~ iA. 2+63 EX. WATER SERVICE LINE `
STRUCTION. NEW FIRE HYDI ~W FIRE HYDRANT ASSEMBLY ~ Q° ~ `~'~r
12, INSTALL ALL ADVANCE WARNING SIGNS PRIOR TO BEGINNING ANY TRAFFIC SHIFTS OR CON 6"x6" TEE W/ I LEGEND - 6" GATE V "x6" TEE W/ BLOCKING TO BE REMDVED DR Q:~ :a ~ - 6" GATE VALVE W/ BOX ABANDONED IN PLACE v sw rm -
EXISTING PATTERN AT THE END OF EACH WORK DAY. 1 13. ALL TRAFFIC SHALL BE RETURNED TO THE 10 L.F,+/- 6" [ SEE NOTE *10 THIS SHEET ~y• w~~' "a'~~~a~ l.F. 6" DI PIPE, MJ
- SILT FENCE 1 - 90° BEND - 90° BEND ';~r~,.D~d G,•
14. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS HYDRANT EQUIP AND STREETS TO EXISTING CONDITION, OR BETTER. o -EXISTING WATER METER AND SERVICE ~ SEE NOTE 15 YDRANT EQUIPPED WITH 5" STORTZ NOZZLE 0 , ^ • • • tiP`~o EE NOTE X15 '~/~~~1PItl~~'`®,`
i
15. ACTUAL FIRE HYDRANT LOCATION SHALL BE PER CORPUD DETAIL W-4 (SEE SHEET D-2 FOR DETAIU. ~ -POWER POLE
~ -DROP/CURB INLET r~e~' - 16. PROPERTIES CONNECTING TO CITY UTILITIES SHALL REMOVE OR ABANDON EXISTING WELLS
PER WAKE COUNTY STANDARDS, UNLESS WELL ARE RETAINED FOR IRRIGATION PURPOSES ONLY _ _ - - - - PROPERTY LINE N~
(ADD RPZ BFP ASSEMBLY TO DOMESTIC). - - - - RIGHT-OF-WAY BOUNDARY
4 Cn~
LAND DISTURBANCE
GIS - RAILROAD TRACKS G I S DISCLAIMER PRIOR TO THE START OF WORK, N CONTRACTOR SHALL HAVE ALL z
- CREEK THE BUILDINGS AND CREEK ON ND CREEK ON THIS MAP WERE NOT SURVEYED. THEY WERE UTILITIES AND ENTIRE LENGTH OF SANITARY
e COMPILED BY PHOTOGRAMMIC 6 ITOGRAMMIC METHODS, AVAILABLE ON THE GEOGRAPHIC SEWER EASEMENTS MARKED, AND SHALL W
•rP tP -TREE PROTECTION FENCE I 1 INFORMATION SYSTEM (GIS)SO ~TEM (GIS) SOFTWARE USED BY THE CITY OF RALEIGH. MAINTAIN MARKS DURING CONSTRUCTION
t
-CONSTRUCTION ENTRANCE CALL ULOCO @ 1-800-632-4949
!B T I ICT t L T
a LEI N T CITY I 455 E ' 455 Wa
rr ~ I - - _ _ _ _ _ ac ®N
A AN PE IFICATIO ° ~ T STA - . - ~ W~
~ .
- d - - - _ - _
~ - ~ - - - F.. Q` _ ,i
i lit Facthties includin sidewalks and ~ I Utili Installations and other Pub g hen trap ramps are to be constructed on all streets as specified by ! ' ; i _ _ _ _ - - - r:= - _ ~
r Ralei h i _ _ - Ci Code. These Facilities have bean approved by the C ty of g ty - ~ ~ - - ~ - - - -
and shall be so installed unless a than a is authorvzed by written approval _ _ _ ; , t r orded riot to final acts lance. - - ' ' - J_....._ _ - - - U ~._i
r easements are to a ec P Public sanitary sews P ' ~7 p~p - - - - - - C
a' J6~1.0''~~.1~1f aI TILC d'.~1CVJ1 di4?:. _ _ - ti. - - - - _ _
desi n i - - TranSpOrtatlon services I. All materials & construction .methods shall.. be itr accordance with Crty of Ralergh g _ - _ ' i i ~ - ~i --r-' -
starrdards, details &speciFications (reference: 0012 PUll Handbook, current editioila ' i ~ _ _
l Public Utilities Utrlity separation requirements: I ' .
© A distance of 100' shall be maintained betweensaniltu'y sewer & any .private or public I ~ - _ ~ ~ _
OnSerYation En inset water supply source such as an iinpounded reserooirused as a source of drinking water:. Tf ' ' C g Ili - ads vale lateral separaticn~cannot be ashicved, .ferrous suutary sewer prpe shallbE ~ ; ~ _ _ - q - _
specified & installed to waterline,spegifications. However; the miniminnseparation shall- ~ ! ' ' ' ; - i Planning l _ _ i.. - _ _ _i I" E - - - - - - - _ Z
not be less than 25' from a rivals well nr ~0" from a publicive(I y ~ ~ - © When installin water' &lor sewer mains; the horizuntal separation between utilities shall ~ - _ _ E - - - ~ L - - - -
g be 10'. If this se arationcannotbe maintained dueto existing conditions, he variation I p _ ~ ~ - - W
allowed is the watermain in a separate trench with theelevation of the water main at ~ ~ - ~ , _ Public _
least (8" above the tap of thesewer &,must he approved by1'he Public Utilities Director. ter Drstnbuhon /Extension S rem T i, ; - a ¢ All distances are m~asuretl from outside diameter. to outsr e rameter - - -P-{-- ~ ~ ~ - - ~ - - ~
© Where it isrm ossible to obtain proper separation, or anytime asanitarysewerpasses ~ I p I
to the connection and extension of the .over a watermain D1P materials or steel encasement extended 1O' on each side of _ The City of Raleigh consents , i i e shown on this Ian. Th
as mrr ' 'button s t p s ifications r drstn o waterline , ec to ~ i ,tilled d Ci s ublie wa ys ~ b s ~ecifieA & n5 uossm must e P tY' p l materiol and construction methods used For this project shall conform Z ~u W _ , ~ _ _
n book a Maintain f8" min: vertical. se aration atoll watermain & RC1? torm drain crossings~r I I ~ ~ _ I to the standards and speaFications of the City's Public Utilities Had p ~ ~ . maintain24" iuin. vertrealseparation at alisanitarysewer & RCPstorin drain crossings. -
r~e ~onc ct erials & ' D P mat d achieved sect .not b~ r bons can - se a a City of Raleigh Where adequate p ~ P _ ~ _ ~
Public Utilities Department PermiP # cradle having 6' min. clearance tiler COR PIiD details W-41 & S=49j _ ~ I _ ~ LLI W -
© AIY other under round utilities shall cross water & sewer'facilities withl8'' min. vertical ~ Authorization to Construct g ~ separation required _ ~ ; ~ I ~ - - H
3. Any necessary field revisionsaresul?jectto review& approval of an amended~lan &ror profile~by; J
Date the Ci of Ralei h PublrcUtilities D'c artmentpnorto construction _ I - tY g p ' i
4. Confractorshallmaintaincorrtiniious water & sewer service Coexisting residences ~Cbusinesses; - _i I Ii throughout consttactirin of project. Arty Necessary service interruptions hall he precededby a 24 , - ~ - _ . ~ ~ e P--
hour advance notice to the City of Raleigh Public Utilrtres Department I~ ; - ~
5. 3.0' minimurncover rs required on all water mains& sewerforcemaurs. ~.D~ tninimuin cover is _ - - - , ~ - -
]°~a°®~ required on all reuse mains ; ; ~ A~~E~4~ C 6: Install '/a ~oppci~ water services with meters located at ROVr' ar wrttnn a 2'x2' lUaterline. ~ i _ _ _ ~ - _ ~ tJ.l ~ . r~ - E.. C~
extension of water sewer andlor reuse, as approved in Casement immediately adjacent _ ~ I _ ~ - - - Q ~
The Construction Contractor responsible for the , f y 0, P _i-I i 4, t~ d at ROy~ or with cleanouts 10~d c (I minimum ride. L ,o these lens, is responsible for contactrn the Pd/bhC Utlllfl~~ Dep~76'tPr6eil~ at /999) X57-4540 and 7. Install ~4 I'ti C sewer sets ices r(~ r _ - -
easement hne & s aced ever 'l~lrirear test maximum ~ ~ - - the ~aabliC I~®rk~ DQparf~lent at (9791996~68f0 at least hvanlU tour hours prior to beginning any P ) _ m valves arere cored onall watei'serwces exsoed'in 80 si; backwater valves are ~ - ~i ~
ottheirconstruction. 8, Pressure reduc _g q g p iequired on a][samtary scwcr services: having building drains Dower than LQ' above the next I i I i
rtment in advance of be innin construction, will result in the upstream mantrolc ' I , ~ - _ _ i DATE
f ~~staarato notify the Public UtrlrBres Depa g 9 nd rtz faire reinstallation of an water or sewer facilifies h'ot inspected as a 9i All environmental' permits applicable to the project must be obtained from NCDrh Q. USACI~< , I I .1 issuance of Monetary Fines, a q Y - ~ ~ ~ ~ i - - - JUNE 2011 ~ i
r sultofihisnotificaiienfailure. &ior l'EMA for airy riparian baiter; wetland &rot floodplain impacts (respectively) prior-to _ e i ~ . ...rt~_ ~ ~ ~ 1~ - _ ~ - - J - - - PROJECT N0. H SCALE: 0 .1 5 - - ~ I
i construction ' v ulatious & installations ecrficatrons shalt~Lre ' ~ I _ _ ~el;f~re to call for Inspection, rnst`811_a Dowrnstream Plug, have Permitted Plans on the Jobsrte, or ]Q; Grease Interceptor /Oil Water Separator srzm,, talc p i _ _ ~ _ ~ - 60181291-105873 V: 1° = 5' ~ I i li I~ '
any. other Wiaiation of City. of Raleigh Standards will result in a Fine and Possible Exclusion from apptov~d by the CQRPIID FOG Program Coordinator prior to issuance of a ~uiidirig Permit: ' ~ ~ ~ _ _ DRN. BS CHK. LWM - ~ ,
ftJture work in.the. City of Raleigh. Contact~Tim Beasle ~ at (91.90 X250.7825 or imoth}.~beasley@r, aleighnc:~v_ for more information. ~ I I Y i - i _ DSN. RAC APP.
I i I 1 _ _ - - - -~a- - - - , r~ DRAWING N0.
I~ - I ' ~ ~ i I 1 ~iTf I i - -
i ~ ~ SHEET N0.
(+QQ 2+~~ 2+00 3+Op 4+00 5+00 6+pp 7+00 C_3

o
~ r ~ ~
MANHELE FRAME AND CEVER a ~ ~ a
NEW MANHa.ES USE AN APPROVED BYTUMINOUS BASE SEALANT THAT SHALL BE APPLIED TO OVER 120 LBS. MINIMUM
'L C ,R~ STANDARD S-25 SEE .0 THE TOP OF THE CONE SECTION TO PROVIDE
FOR MANIPLE FRAPD: AND COVER A WATER TIGHT SEAL.
FINISHED GRADE 1" ~ u ~ 3 3
~awc~ ~
,•a ®b: • ~'e 1 0 o b' '-I]" 9 O ~ p M U f R C t U R f R ~ In m m '0
24' MAX c~® ••D ,•o 0 Q~,RMI~R . o •4. •A'D. Q
T ~ H .o:•a. r r R TIN ALL E E TIT
L B, P' E ~ FQGf' ~ a
LEI / R E IT FINAL rr FILL , ~ ' : T'~~ ~ ~ ~
IF I BACK , _ . C _ ST _ • ~ , iu Q• •Q ~ , q~T d ~ o
ECCENTRIC M.H. CONE MAY 0 'W,', BE USED ON 8' , 10' AND 23 1/2" 218 ~ z LL ~ d
i , , ® .t 'p . p 12° SEWER MAINS, ~ 0 ~ ~ ~ = o
o UNDISTURBED SOIL ' v . g D~ v ' p' ' MANHOLE CONE AND BARREL ~ic'~ ~ N ~ 0
and other Public Facilities includin sidewalks and k Utah Installatoons 9 • SECTIONS SHALL BE AS PER f ~L W L-`
h n ica ram are to be constructed on all streets as sp~'rfied by ° ' a p ps • . ; e ; P ASTN. STANDARDS O ~F~ ~ O~ O ~ j ~
I i Cods. These Facilities have been a roved by the City o~ Raleigh C ty Pp ' n a royal. 4°-6' DIA, AS 'A \ W FACE ~ o o
and shall be so installed unless a change is authorized by writte pp d rior to final acre tance. ~~'I';••'~~„ REQUIRED I Public sanitary sewer easements are to be records p p .~•2r-0':, ; ~
I w • i ~ a:.
INITIAL ~ 4:m ~ ~ • o ~ ~ a~o °0' RING SEAL ~ o o ~ N M
Transportation Servoces A . DR RAM-NECK 4" .A 2 3/4°
SPRING' LINE #67 STGNE ' °o~° o o ° a~ a,®,.
Public Utilities aw~p ~ d o • •a 4
HAUNCHING ~ ° ~ PIPE GRADE '~.'p . • ° lion En ineer ° ° ~ ~ ~ ( RUBBER B~~T a LATERAL YNVERT SHALL t~T
° ° ° ~ 4 BEDDING .v.. . • v :.q • .e .a . ''v .a ° -_...____-CBE LOWER THAN MAIN SPRING- ~25 I/16' 1" •'•A ; a. ® LINE. MANHOLE NEEDS TO BE ~---23 11/16®
Planning r> 'Q' • . • a•. . ABOVE 1D0 YEAR FLOOD PLAIN
°'O• , OR SEALED AND VENT TO BE 1' •P ' ° ' , •q • ; 6" ABOVE 100 YEAR FLOOD PLAIN,
MP WELL UNDER MINIMUM SIDE ' 9.®~a, .a. _ ® ~ ; • •4,, TA p .D~.~• .a~ . . ~ EXECENSSM pFO3'E DIVE GRADE, BUTYL-NEK OR
BOTTOM HALF 6 O.D. ~F PIPE 6 CLEARANCE 9' OUTSIDE STEPS MUST BE APPROVED ~ 1/28 ~ 22' PROVIDED. SEE STANDARD SEALANT
~F PIPE ~ SECTION A-A ~ S-28 FOR STEP DETAIL. IN BETWEEN FRAME NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE AND COVER ~
YPICAL TRENCH B~TT~M DIMENSIONS FAR INSTALLED A MIN, ~ 1' ABOVE FINISHED GROUND SURFACE, \\~~~414FI1i(f(7/'
T SEE SEWER DESIGN SECTION 1" ~-25 15/16' • _ • S~~y~/~~
PVC GRAVITY PIPE • ° SDR 35 • ~ 331/4° d~0`:0~`PL d';~a"~ `~°~.eJ ~{elAi
e NUTES~ ~ ~ • ~ ~ ..Q°~`.QOf ~r
trenches re ulrln shorln and bracln , dlrlenslons shall A a•O 1, For q 9 9 9 A MYNA 9° COMPACTED #67 S70NE " ® =V'~ `s•W b ~m_ a BASE TD BE INSTALLED NOTES ~/8 X3 LAGSHIELD IN HGLE ~ ~ r
en fror~ the Inside face of the shorln and bracing, .a~ i be tak 9 • UNDER h~W MANHOLE. DRILLED INTG CGNE OR ~°:~o~, "~4~ o ~J 1) ALL MANHGLE FRAMES SHALL BE RING WITH ANCHOR SUNK TG '~~~'p' ° d, • P~o~~
ks or boulders 4' or lar er to be used In Initial backflll. - 2. No roc 9 • ; IN hK1N-TRAFFIC AREAS, TOP of BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/8"X3" 8,~.~®~`e
fi 3. All backflll Material shall be suitable native r~aterial, a Q FRAME AND COVER SHALL BE 2) FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED ~((lII1111e` ' • INSTALLED A MIN. OF 1' ABOVE WEIGHT ~F 182 LBS. WITHIN LAG BELT AND WASHER,
t M ed In 6' lifts In traffic areas, 12' In 4. Backflll shall be a p FINISHED GROUND SURFACE, PUBLIC ROW AND 160 LBS,
non-traffic areas, • , : P• ~ ,P• WITHIN EASEMENTS, CITY OF RALEIGH
E ' ,~m' CITY OF RALEIGH ~ '•'®'..4'•' CITY OF RALEIGH 3) COVER SHALL WEIGH A
D DEPARTMENT ~F PUBLIC UTILITIES MIN, ~F 120 LBS, DEPARTMENT ~F PUBLIC UTILITIES 4) ALL MANHOLE FRAMES OUTSIDE
i DEPARTMENT ~F PUBLIC UTILITIES STANDARD PRECAST SANITARY DF PAVED SURFACES SHALL BE STANDARD MANHELE OVER
TRENCH B~TT~M DIMENSIONS AND BACKFILLING BELTED TD THE CONE w SEWER MANHOLE SECTION OR RING WITH A N
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
DWG, ND. REVISI~I DATE DWG. ND. REVISID S DATE REVISIONS ND. REVISi~NS DATE REVISIONS DATE MINIMUM OF 4 BOLTS PER DWG. N0. REVISIONS DATE REVISIONS DATE FRAME, 3-1-87 3-1-87 A,B,B, 2-9-05 Z 20 Y.C.A. 12-31-92 ABB 2-21-05 S-~5
TO NGTES 3-1-87 D.W.C. 9-3-99 S_20 r,c,A, S-5 7-2-82 RRH -30-00 RRH RRH a-3o-DO RRH 3-30-0 ~

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I
D :..4 _ . _ _ ~ N
i
' a •o ~ o. p i W ~ DC p
d a ;.,p..d. • Q ' ~ ~ A a o I1~• z r aN
~ • a .
~a n 4~ P~KII1! ~ •o ,'A n n w~ ~ ~ ul~••• N,_, ~d owW W ~ ~ o a II~~• • o a z ~ w as ~ °P w U
i Q Fn < . ~ \ Y/' V~' p QJZ F- pp Aa ~dU ~
•a. ~ IT • ~ ~ Z p Vi ? W ~ 1191,;, U .W 4° J3¢ QZ V~iW j~N~ ~d ,•pwJ OZp
{ 4 q~
D a Q'
~ p ' ~ wZU U` 91~~• ~ ~ ~ p
C~ Q W 4 ZOVai ~lu~• O ~ ® h
4 • SEWED ~ 'a . U 'I\~~. , a~~ a
..o ~ `~a c • h a F-• w 1~ w ~
0 Sp ~a ~ . . ACE o ~ z = p II~~• ' ~ • • ~ • ® a
G 4 M,_E - ~ ~ W ~ ~ Z J A p~~ ~ ' . ; ~ M H
a ~ U w w <L ° N~ 1~~ • a °r`i a A ~ Z Q~W WL7~91 w t..~
Z'-p" • v • ' a 3000 P.S.I. C®NCRETE • p ' ~ W ~ a ~ 11~` ~ p ?
TYP, • • ~ .Q ' ° ENCASEMENT o A ~ ,Zi N eza a 4•• d'~ W L7 w A Pr. w LYI-
'r.
Ot I 0000000 ~000 0000000 H w ~J a w a w
AD~usT FLUSH PLAN STANDARD MANHOLE maw a,.,,. ZW~w ~
~ NEW ASNPHALT FRAME AND COVER A . , 2 SIDE aQJ moo, a. ~~az a ~ LLl
I I " PLAN 2 PLAN ELEVATIEN w ~ ~ w ~ ~ Q J¢¢A ~ 3 J A ni tLl
a ~ SLIP RESISTANT CLEAT
o a•. ~ d••~ ~a°.'~o t 4••.QA .•6; j~+p >TANT CLEAT ~ a w e . ~ z~ a z r a~ w y ~
C ~ p a.'a ~ a. b 0 e: '4 ~ :d•' 8~ ~ 2 NIQ'¢A Z o w di p NNE AWU~wo Nw wwM
4 00 'D: ' F ' r
° " ~ EXIST, A.B.C. O i W W f X N= EZ N ~ O ~ A N PD ? I- ~
l' N STANDARD 30°0 ~'~'1ZE-ZW ~ J p • (AJ t¢AHH ~ N ',twi)~V1J~W °q Ww•' ,'o A ~IaH
~ ~N CUMPACTED m MANHOLE 1° 12 12~ ~ w 11 VJ~Jy~ ¢ •N¢ aww ~ as ~~w~h= win '~v, ;waa
b'~'~':~' ~ BACKFILL ~ ~ ~ ~ az#w
TOTAL ' : ELEVATI • . • n CHIMNEY NOT ELEVATION ~ ~ , ~ u A '
N U M E hZPWG~A'_~" r~AQ J
I ~ STD EXCEED 12" r ' } l7 J W $ w Z
SECTION ~ #3 DR #4 REBAR REBAR z R~ o A~ w J H 3t+.WJ j
PRECAST CONCRETE SPACER P9 0_
~ CaRR~SION RESISTANT MA (DONUT RINGS RESISTANT MATERIAL J a ~ s • J 0. al,jW?
RUBBER, PLASTIC IN TRAFFIC AREAS _ASTIC p ~ o ~ W ~ U
ONLY, DONUT RINGS NOT
ALLOWED IN EASEMENTS, CITY OF RALEIGH CITY GF RALEIGH a U W , , ? ~ ¢ ~ ~ ~ ~ DATE JUNE 2011
LAR SHALL DEPARTMENT ~F PUBLIC UTILITIES N~TE~ CONCRETE CAL DEPARTMENT DF PUBLIC UTILITIES ~ z Y ~ SCALE: I 60184191-105873
EXTEND Z" BELOW TAP ~F SECTION A - A STANDARD SLIP RESISTANT > ' CITY OF RALEIGH PROJECT N0. Z a ~ a DEPARTMENT GF PUBLIC UTILITIES DRN BS CHK. LWM
r PRECAST CANE STANDARD MANHOLE FRAME AND COVER y DETAIL WITHIN PAVED SURFACES MANHOLE STEP DETAIL ~
DWG, ND. REVIS: l DWG, N0. REVISIDNS DATE REVISIDNS DATE DWG. ND.REVISIDNS DATE REVISIONS DATE W w TYPICAL SANITARY SEWER RRH 3-30-0 ~ LATERAL CONNECTIQN DSN. RAC APP.
-1-87 RRH 3-30-00 S-~$ RI S-~$ Q A J DRAWING N0. DWG, N11, REVISIONS DATE REVISIDNS DATE
S-~9 a Y.C.A. 2-31-91 ABB 9-20-04 i { . . ! n' ~ ° ,C,A. 2-31-9 RRH 3-30-DO
5-30 ,C.A. 6-92 A.B.B. 4-8-04 SHEET N0.

_
i
i
1 W ~ ~ NERIZENTAL WATER PIPE BENDS ~ ~ ° r
AREAS EDR NERIZENTI ~ REACTION BEARING
BASED ~N TEST PRESSURE ~F I RESSURE C1F 200 P,S,I~ ° `90' o 0 FINISHED GRADE
I ALL AREAS GIVEN IN SQUARE FE d. ~ ~ ~ 'EN IN SQUARE FEET, l \ \ • \ \ \
' .d o p . t 'a' v ~
I ~ °'.a:. . n o - Z U ~ Q / ~ p' Q ~
3' `C `c `V `c c
~ ~Q' v a
TUCTION SHALL BE IN STRICT ' 'a' z ~ ~ P ~ w ~ ~ ~ P ~ ~ ALL CONS v ~ ti ~ ~
I IGH AND OR - P, ~ ~ ~ ~ o q' c i AGGORDANCE WITH CITY OF RALE / ~ rr ~ ~ ..9..' o ~ QJ boo ~o° ~o° -~o Jo o q' o ~ o ~ ~ o° / ~ , . ~'.-;0".°;•: : UNDISTURBED SdIL ~ ~ o ~o ~o ti ti ~o a o, a
N DOT STANDARDS AND SPECIFICATIONS ® ~ z ' o'' ' ~ti ~ ~ 0 0 0 ~0 0 ~ ~ ~o ~Q ~o C W ° 'a o ~e ~Z vti Q 4~ ~o cQ ~o ~Q ~o o~ ~a 4a ~ N4IfV, ' ~ o 0 J
pa ~ - ~ °o
1 9 - ~ 0 6 a ° BACKFILL o a ~ ~ tq ~ m O
~ - ' (p° 11 1/4 1,108 1 1 1 1 1 1 1 1 2 1 h ~ ~ i 0
~ o° ''a, ~ a D• 22 1/~ 2,207 1 2 2 1 1 . ? j k
n, ~ • ~ ° ~ , :a r 45° 4,328 2 3 3 1 1 1 1 2 5 1 ~
F tHilil1y Installations and othor Public Fadlitias including sidewalks and i ° _ . o' ,'D g
hondican romps are to be conshucled on allstreeis as spec'rf'ied by ~ •D:.~. a ,:a ~ 90° 7;996 2 4 5 1 1 Ci Code. These Facilities hwa been approved by the Cdy of Raleigh ~ - D ' . a; y ~ • H 1 1 2 8 1 ~ ~ m
and shall be so ardalled unkjss o change is authorized by written approval, oo ' a . ~ ° • a •'a z 5 655 2 3 4 1 1 Public sanitary sewer eosemenia are to be recorded prior to final acceptance. o W PLUG , j ,
~ ~ g„ z ~ ~W • I ~~o cvlM
Tron rntatan Services H ~ U'.~ ; o 11 1/4° 1,970 1 1 2 1 1 1 1 1 2 1 .
~ z 3 922 1 2 3 1 1 1 1 1 4 1
Public Utilities @ 22 1/~ , U Q -
Conservation En ineer 45° 7,694 2 4 5 1 1 g ~ ~ ni O
I ° 4 9 2 2 Pknning ~ - v 10~ ~ 90 14,215 8 2 Z 4 15 2 a a ~ o o ° oe o~ i
r ~ 2 2 2 3 10 1 ~o o a o aoo ~ /-MINIMUM SIDE
R PLUG 10,053 3 5 6 2 i 6" ~F #67 STONE 6» ~,D, pF PIP 6" CLEARANCE
9~9 12" 4 r U °
~ ~ 11 1/4 4,433 2 3 3 1 1 t ~ 1 1 2 5 1 WHEN RACK
~ ~ 22 1/~ 8,826 3 5 6 2 2 2 2 3 9 1 DR WATER TS ENCOUNTERED ,
~a ° I ~ ~ 45 17,312 5 9 11 3 3 3 3 5 18 2
t Z W ° 4 4 ~ ~ p Y a Z 90 31,983 8 16 19 4 4 8 3z 4 ~~Y~~III~III~II~~~/
3 3 6 23 3 ~`\~vK~PPI. ''N3yyi~~~~
z o z P f r o PLUG 22,619 6 12 14 3 3 ~ a oZ o W~ NaTES~ ` ~
I ~ ~ ~ Z ~;~R~~ 16„ W ? ~ W W i U ~z~ uMa3~~w °
~ ~ JW J31=->> ~ 11 1/4 7,881 2 4 5 1 1 ~ W 1 1 2 8 1 1. Trenches requiring shoring and bracing, dir~ensions shall be ~,:wa taken fror~ the inside faee of the shoring and bracing, -~•`~~y"' i~ •~W~ W ~4a"~p o
N N ~ 22 1/~ 15,691 4 8 10 2 2 2 2 4 16 2 2, No rocks or boulders 4" or ~~'~'~~p ;~d
~ W WW~~,RZ~~AW ° 4 4 W W W~~=q~3~WQ~ 45 30,779 8 16 19 4 4 8 31 4 larger to be used in backfilL N t~
~irnm~~ 8 8 15 57 6
~ Z ~Z zy~ WRWW? JJY 90 56,861 15 29 35 8 8 H W?WhZ ~Z yJUgQ? 3. All backfili r~aterial shall be
o" ".o"o .a -Q~ .SJ PLUG 40,213 10 21 25 5 5 z:. Nta-~ mv~v~-ou~Nw 1 5 5 10 41 5 suitable native Material,
e W & REACTION BEARING AREAS ARE IN SQUARE EEET C CITY OF RALEIGH 4. Backfill shall be tar~ped in 6" CITY OF RALEIGH
4 D' I- 4 • ...a', CITY ~F RALEIGH MEASURED IN A VERTICAL PLANE IN THE DEPARTME DEPARTMENT ~F PUBLIC UTILITIES lifts' DEPARTMENT ~F PUBLIC UTILITIES
i o'o .D . . - ~4 ~ DEPARTMENT ~F PUBLIC UTILITIES TRENCH SIDE AT AN ANGLE QF 9(P TU THE THRUST - '9 ~ a' : vECroR, T H R U S T 5, Achieve 95% cor,paction in
THRUST BL~EKIN~ DESIGN backfill, TRENCH BOTTOM DIMENSIONS & BACKEILLING c
I ~ ;a. 'Q; v USE 6' - 90° FEND VALUE FOR HYDRANTS FOR a 'd.D• ~ , STANDARD THRUST BLOCKING VIEWS ADDITIONAL SAFETY FACroR. QUANTI QUANTITY TABLE REQUIREMENTS FOR DUCTILE IREN N
- a ~ ,a aa. , ' , DWG. NG~ REVISIUNS 'ISIGNS DATE REVISIONS DATE DWG, N0. REVISIONS DATE REVISIONS DATE Z _23_99 W~3 3-1_87 RRH 3-31-00
~ a a d ~ DWG, ND, REVISIDNS DATE REVISIGNS DATE D.W.C. ~ ~ - ABB -15-05 ~
~ 3-1-87 RRH 3-31-00 w-10 w-9 D.W.C. 9-7-99
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PR®PERTY MINIMUM 36~ HNRIZNNTAL CLEARANCE LEARANCE N oe
LINE FROM ANY ABJECT,
i. z 5' STuRZ NUZZLE W ~ Ua
PLATE X~ ?ZLE TD ~ ~
r SAMPLE WEATWERPR®®F SIGN ' FIRE HYDRANT, PUMPER NOZZLE TD I I ' BE PGINTED TEWARDS FIRE TRUCK ACCE TRUCK ACCESS 32" ~
i
NEW ASPHALT SURFACE COARSE I °d
~ ~ EXISTING PAVEMENT 2' MINIMUM EXISTING PAVEMENT ~ TRAFFIC FLANGE BETWEEN l 12 n _ " u
1-1/2" 2 6 ABOVE GRADE 00 ' 00o~ea o 18" °
5' 3'-6" A ;ORB AND GUTTER 1 5/
SIDEWALK CURB AND GU1 L EXISTING PA V~EM-E~/NcT
" SUBGRADE p, x,e. ~'P _ GROUND LINE
1-3/4 z H
? VALVE BOX'S UNDISTURBED SOIL " JALVE BOX'S 6° GATE VALVE CONC. THRUST 2 2" NOZZLES
! `0 COMPACTED BACKFILL 3 COMPACTED FILL . ~ :KFILL BLOCK W/ NATIDNAL
IN 6' LIFTS iu (TAMPED IN 6" LIFTS> I LIFTS> 1 _ 0 STANDARD ~
!o 1 ~ ~ PIPE THREADS , : W
~3 8" :N. " / aQ E•
1 2 ~ " ~ 6 MIN, BRANCH PIPE / ~-1 2 " 1A~9 ~ / ~ 3 $ ~ \\~C/~\\ RESTRAINING GLANDS MAIN S
/ ~-1 2 , . " tt3 / 3/$ ~ ~ 1 2" REFER TO W-3 ^ <::....e.a':o
" /
° 3/8 ~AAI~ ~ 1 2" NOTESr ~ " A1R3 ( I / S " / L The pavement cut shnll be defined by a straight edge RESTRAINING ~
1 2 ~ " 1'-3°x 1'-3"x 4° THICK / ~ 3 $ and cut with an approved saw cut nachlne. GLANDS .J
" / i E 1/2 ~ ~1 2" 2. The trench subgrade Material shall be backfllled " ~ / W
I 3/® " with suitable rnaterlal and conpacted to a density 7 CU, FT, CRUSHED to ~~I'' ~ 1/2 of at least 95% of that obtained b coM acting a
3 4"~ " y ith AASHTQ STGNE MIN, / 1 snMple of the naterlal In accordance w LIJ NDISTURBED EARTN~ V1 I-
" Ai<~ (9331_ /2 ` 3/$ ~1 2" T-99 as Modlfied by t~Dl]T. NOTES, (3331539 4 / J
" 3. The final i' of fill shall conslst of ABC 3/8 : (9991955°34 ~-1 2 / Materlnt corn acted to a density equal to 100% 1, FIRE HYDRANT SHALL BE AS MANUFACTURED MUELLER, AME I: MUELLER, AMERICAN DARLING, KENNEDY, M & H, NOTES
" P tin a saro le of the ~ ROUS CLAW EAST JORDAN IRON WORKS, DR US PIPE, :S, CR US PIPE,
1-1/2 of that obtained by c~pae g p WATE , naterlal In accordance wlth AASHTC T-SO as Z, BRANCH PIPE SHALL BE DUCTILE IRGN AWWA C150-96. JA CI50-96. L RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SaLID RED. Q
V " " nodlfled by NCD~T, T VALVE SHALL BE AWWA (500-86 OPEN LEFT, 3 $ 3 $ 4. The entire thickness/ vertkal edge of cut 3, 6" GA E OPEN LEFT, 2. KNIGHTDALE, & ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED RED W/SILVER GPERATING NUTS,
r TYP.) (TYP.) shall be tacked. 4, FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL P UE VERTICAL POSTION, 3, ZEBUL~N PUBLIC HYDRANTS SHALL BE PAINTED RED W/
5. The Sarre depth of pavement Material which exists 5, If THE LENGTH FROM THE VALVE TU THE HYDRANT EXCEE HYDRANT EXCEEDS 20ET, THEN THE SILVER BONNETS AND OPERATING NUTS, ]R THE ENTIRE LENGTH WITH A MECHANICAL 4, WAKE EEREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE
shall be reinstalled, but In no case shall HYDRANT BRANCH SHALL BE RESTRAINED FAR THE ENTIRE SIGN DATAe " the asphalt be less than i?' thick, i JOINT RETSTRAINING SYSTEM„ PAINTED SAFETY YELLOW W/SILVER CAPS AND OPERATING NUTS,
® 1/8 ALUMINUM PANEL " 6, The as halt paver~ent r~aterlaf shall be Installed e P I 6, FIRE HYDRANTS TE BE LOCATED IN RAW OR 2 FEUT EASEL 2 2 FONT EASEMENT ADJACENT TD RAW, 5, OPERATING NUTS ON HYDRANT5 CCJNNECTED TO PUBLIC MAINS LARGER THAN 12° SHALL BE PAINTED BLACK,
® 3M SCOTCH UTE ENGINEER GRADE and coMpacted thoroughly with a smooth Brun roller
SHEETING OR APPROVED EQUAL. to achieve a snooth level patch. 7. Refer to Clt of Ralel h standnrds for ® RED COPY ON WHITE BACKGROUND v g CITY OF RALEIGH
' MOUNT SIGN PANEL 5 ABOVE MADE (MIN.) trenches and pipe bedding, W-s. DEPARTMENT OF PUBLIC UTILITIES DATE JUNE 2011
® U-CHANNEL POST MIN. for ndo~tlonnl details. CITY OF RALEIGH USE 2 LB/FT ( ) ' ® 8. No Hand Patching allowed, DEPARTMENT OF PUBLIC UTILITIES CI CITY OF RALEIGH RALEIGH, KNIGHTDALE, ZEBULON, GARNER SCALE:
MOUNT SIGNS BACK-TO-BACK ON POST. WORK TE WORK CGNSTRUCTIUN, READ ANYTIME SI , 9. Paverent cuts wlthtn NCDOT ROW WAKE FOREST, & R~LESVILLE PROJECT N0.
shalt conforM to the a roved STANDARD ASPHALT ~ DR ANY GTHER WORK CHANGES THE GRADE OF DEPARTMEN DEPARTMENT OF PUBLIC UTILITIES boiaa29~aose~3
on site encroachMent ernlt, p THE FIRE HYDRANT, THE N IBLUEN FUR PADJUST NG STAND I PAVEMENT PATCH DETAIL FoR THE woRK Is RESPa STANDARD FIRE HYDRANT STANDARD FIRE HYDRANT WITH DRN. BS cH~. ~wM
DWG. ND. REVISIGNS DATE REVISIONS DATE THE FIRE HYDRANT TO STAY WITHIN CGMPLIANCE, TAL INS INSTAhLATINN DETAIE 5" ST®RZ PUMPER NEZZ~E DsN. RAC APP.
f 5 II-~- 3 hl-P _ DWG, NG, REVISIUNS D I RRH -31 00 ~ ~ ~ - - ABB ISIONS DATE REVISIONS DATE DWG, NO, REVISIONS DATE REVISIONS DATE DRAWING N0.
i . W-4 I _ . DHL ~ g 4-6-04 PAP 2/17/09 ABB 7-21-05 _ 2/14/08 W-5 RRH 3-31-OD DHL 2-18-08 e SHEE( N0.
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1/4 1/4 = ? z z ? a ~ I- F F- Q W H U
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M APa> 0!W~a. CAST DATE Q ~ o ° 24° U v1 tl. p ~W~Oa. ? } ~H 15 D D vii m m UV1n. ? L..W?? Q D'• 0 O 0
'-I ~ ® U I U W Z 7 D' • 0 0
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Manufacturer \ ~ a ° a
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Q p Class 35 I x ~ 20 1/8 Z ? n, J p p J ~ 3
1 1/2' 3 ? ~ U ; as ~ J I-'
H tY A ~ Y Z Q W z TEP VIEW ~ m ~ °
~ - SECTIEN C-C I- I- U ww ? ~ ~ ~ ~ ~
4 R Z J r r~ W 7 ~ Q ~ ~ o o ~
i/ - IYOTES~ ti e t- e twA ~ J r ? ~ ~~m oo,
1, COVER WEIGHTS 13 LBS 5% ~ ~ 3 ¢ W ~ 3000 PSI SOLID CONCRETE u u
PLAN VIEW BOTTOM VIEW ~ 2, LIDS TG BE CC]ATED WITH W ? ~ u ~ ~ SHALL BE USED AS FGGTING FGR o
z t BITUMINGUS CGAL TAR COATING ~ ? w ~ z DUCTILE IRON PIPE. Z ~ - ~ ~ za
i , H 7 p ~ HGLE SHALL BE FITTED WITH A 0D 0 3 ~ a. ~ ? w ~ z N ~ w VALVE
} ~ In } METAL GROMMET ~
° 2' ~ v, ~ z ~ -qi ~ ~ j ~ FLANGE
b vwi ¢ ¢ a ~ N A ~ M.J. FITTING
w? ,;,1 ~ A I.I. } ¢ N t- a as z o¢ 3 oz 6.d.• ' o.
_ o! Y Y W Z z W U~ W Z= ' !J P E%I TING
1,8 ~ PRE-DRILLED HGLE w w U i B ~ ° :rti. Y Y ? U U Y? ? ~ H Hg Q W W~ a.o••
1 1/4' W ? ¢ Cti: Z iUi U U F- ~ A~ W N W W G• .Q Qv 0 0
w ~ 3 a as o ? i Z .1,'.i t w H
Note i - `Water` Letterln dust be 1° WA ER > Q J (A Q Q w ~ Q: r Raised (Recessed Flush) g i ap pp -I w > p I"" ~ ? ~ !4: ~ o a ~ 3 ~ o v t°- ~ •';p. 4 ,11111iflllrrr/
Note 2 -Valve Cover shall be i ~ ~ ¢ Z x :'•w' U U 0. 0- [Li ? W ~ W W A , • p" . • P, `~1 P ° $N
p domestlcaUy cast, i !n C9 > ~ ? W Vi J U ? ~ ? 6 5 Note 3 -Cover oust have a minimum ~ W ~ ~ ~ h- U U U 0 0 o a W ~ as a ~ ~ o vWi .o • , • 4 . ~ti~ Pl,° . ~yy,~~~ ~ ~ ~ ~ w ¢ ° ¢ ~ ~ ~ ~ ~ TAPPING SLEEVE _`,~.~fl~ ~'~•;~r,~
weight of 25 pounds, ~ ~ ® n LI. Note b -Cover roust be class 35 or ! 1,75 ? N ~ ° Y ~ I'" H W :U;~:~uJ °OA:
SECTION VIEW greater, METER w ~ Y ~ C4. h- e . ~ U U a I Note 5 -Cover Host meet # exceed ? W W .6. ? ® q
AASMTO N-20 toad a ulrenen s P9 ~ f~ t0 ~ Q h d' ~ ~ ~ ~ _ ? Q o w SIDE VIEW ~ o `~~~~e
l Z ' 19 1/4' a' ¢ W vvi W z w W z A H~ ~~i~M °~~`~,P~.,
SECTION B-B ~
~ CITY GF RALEIGH i ~ r DEPARTMENT OF PUBLIC UTILITIES ~ 3'-0' MIN, TYP, z 0 3 o a ~ ~ ~ 3 ~ ~ ~ ~ NOTES I''.
a d z ni M ~ ui ~ I, CONCRETE SHALL NnT CONTACT BOLTS DR ENDS OF MECHANICAL
5 1/4 Valve Box Drop Lid a ° CITY ~F RALEIGH JOINT FITTINGS. CITY OF RALEIGH
4' Skirt CITY GF RALEIGH ? DW , NO,REVISIONS DATE REVISIONS DATE ~
DEPARTM I ABB 2-12-04 DEPARTMENT ~F PUBLIC UTILITIES w-iB DEPARTMENT ~F PUBLIC UTILITIES SEE STANDARD REACTION BLOCK DEPARTMENT ~F PUBLIC UTILITIES TABLES, W-10 AND W-11 FAR
STI^- 17 5/8 STANDARD 3/4" & 1" AREA OF CONCRETE REQUIRED, 4" - 24" STANDARD TAPPING
6 , _ . _ . _ _ _ _ . i3 ® WATER METER BMX DETAIL ~6 TYP, WATER S WATER SERVICE INSTALLATION SLEEVE AND VALVE ASSEMBLY N
SECTION A-A DWG, N0. REVISIONS DATE REVISIONS DATE DWG. ND. REVISIONS VISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE ~
_ 3-1-87 RRH 3-31-00 W_23 ABB - IBB 4-6-04 -I-87 D.W.C. - - W-14 Y.C.A, 2-31-9 RRH 3-3I-00 ~ ~
t W ~5 D,W,C, 11-3-9 1-20-05 1 ABB
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u t APPROVED METHOD FOR EXTENSION OF VALVE BOX NOTES 2'x 2'x 6° CONCRETE PAD REQUIRED ON ALL VALVES ® ® i
O Y 9~ NO PRECAST C<'DICRETE DOUGHNUT ALLOVER, w ~
~ IHRUST COLLAR n ~
l z A W ° W SEE STANDARD W-18 •e ; D• w ? o w FGR COVER DETAILS, ® , ® ~
NEW CONC, TO BE 3000 PS SAW CUT AND REMOVE ~ A ~ PA ~ ATE 2
EXISTING PAVEMENT x EXISTING CONC~ tp Q ~ ~ Z II $
~ I ~ I 1'-0° ~ 0 3
• TYP. , ~ / s~k STANDARD VALVE BGX f ' ' c TOP SECTION TG BE DOMESTIC
..a h a ,ya '°~.®'.ra^'s.,;'®'.D..'~s.,, 'd'. Er'js.° .OO.a®i'ty.:ra ° il~d"•:a•d"d"•.;>nd`J eh a..a.a•, •ii•a •p.tl d"d ;L,'.w.d•J e: e• ed•a Y; ...a,.¢'. I,• d•4,a~a:d'l0•e': 80 LBS. HEAVY WEIGHT CASTING
tld•}. A,e,4..1•:6;.;~.: .'R . }•'Q's i .°a~ ,A.,: R;q. 'R; G:1~0.1'°.AI4/.1'b .'e: 1.9 'b 6: 1.1 ~'•~d.•'•• •a. O'J. j e ~ J:1~1~'°.'A: /.i'®. :1. /.1'4.A: t,,1'b PAVEMENT
~ 2 BELOW EXISTING ° BORE 1 1/B DIA„ 1 -
r , 11 ON CENTER ALONG CUT VALVE BDX °::e®•°'•
ALL CONSTRUCTION SHALL BE IN STRICT 6• CDMPACTE ~ ~ e & DOWEL W/ #4 BAR t 'X' BAR UNDISTURBED SOIL- 1 • 1 0 X ® ~q~k.:a,';d COVER
ACCORDANCE WITH CITY OF RALEIGH AND / OR , a°a>° a No. 67 STONE TY P. 1t s^ _ .•1:, ' . ;:'°w .~i:;, , o EXPANSIDN JDINT
FI ATIONS. . w' d. , ~ CDOT STANDARDS AND SPECI C , , , ,,R.,; g , ~ .'fi'g ar; w MATERIAL MASTIC .'~a.. wn, o : .n+ . ws• o BACKFILL, TAMPE ' VALVE
' ~ ¢ ° ~ ° SEALANT AND DOWEL ~ s , N '°•..:y...v, d :s :r' IN 6° LIFTS , d,p ~ W ° ° , . ° ADHESIVE AS REQUIRED BOX • ~ ~ 3 y ~
• BY NCDOT STANDARD W I .N„f 1° ~ 9~ °a,'y .°:!'}ti', w PIPE------~. ~ b I ~ ~ USE 5° SOIL PIPE iJ~
_ .d: • es it a» •s. 7j' al' SPECS, FGR EXTENSIGNS
Utilittyy Installations and other Publia Fadlities including sidewalks and + ' L;, ^ ! hand'actgl romps aro to be constaucted on cll streets as spec'afied by •1w , v • ; to i• : ' . ,r~ es ° wl+ A ~ v ~ i TAMPED QG
~ Ciry Code. These Facilities hove boron approved by the Cary of Raleigh .r , ,a . ~ • :r : i • UNDISTURBED SOIL ~ and shall be so installed unless a ~hangga is authoraed by written approval. ;;s $ °r Q ~ y cWi W 3 3~~ BACKFIL,L•'
Public sanity sewer easements are to be recorded prior to firwl acceptaaxe. : , d« • ; ° , <C7o ° $ • ;~{yd~dei r»* o ~l y ry ale.' °"»:~:a ei•A~,°.. m,•m ° e: °j '°°w1~,° o5•~q •d0•°Ia,R ;s,°. ~F».r. .a,r.. 'Bi'w.r. SEE W-3 Q W Z d'
A Qi~n ar
Transportation Services 3' MIN. , , 3' MIN, Vj CLEARANCE Y BAR ,B, CLEARANCE w rn ? ~ > 4 ~ LLJ
Public Utilkies REINFIN2CING REQUIREl~NTS
Conservation Engineer as PPE mra saE 'X• anX I.a1GiN x• our vEaart •w enx I.ElKTFI 'r• eel vE[IM tXt leasaES ~ = v, a ~ WATER ALV ~ W
6• - 36' fS 2'-i!'° aA P>PE IA49 US/iT N-I' W US ERCN X,Ee, Y-t2 3 Planning ~e' s voarer as s'-r+' ata PIPE aye! tulrT r-Y >a an• Eux x-aa Y•le NUTESI 3z~ DHa
i TH ST COLL AND THR ST SC ' \ 3° Y ~ a Z a ~ STAB-IN C.I. UR TAMPED ~ •
ca PPE 'A° 'r 'cs°as•, er-e4°, sr••ss°, ar 1, See Clty of Raleigh standards for trenches and pipe bedding ~ ~ 18" ? ~ D,I, PIPE GASKET • , , U w w ~ BACKFILL 7 Q A Vi , w~ w
s• _ a'-+• r-r ar r a W-3 for addltlonal details N AZD ¢ ¢ zw
s 4 ynaeal' r•r r-r v 2, Pavement cuts within NCDOT ROW shall conform to the approved on site encroachment permit, o- N ~ ~ ~4 W a O p ~ ~ > > 5' NOTES O- ° c m 5 1/2°-5 5/H° ll VALVE BOX NOT TO CONTACT WATER /j ? 2 W ~ J zxa
y r~TESt 3, The pavement cut shall be defined by a straight edge and cut with q ~ _ an approved saw cut mnchine, W = - ~ ~ ~ R 0. 2)TALL TRAFFIC CASTINGS MUST HE CLASS ~ W 2 35 OR GREATER J
1, SEE STANDARD DETAIL W 9 FOR THRUST BLOCK LOCATIONS. W F- A 4, The trench sub rode material shalt be backfllled with suitable material and z ¢ J Z ¢ A A LVE STEMVEXTENSION MUST BE USED TO
2. COt'~RETE SHALL HE 3000 PSI AND TRANSIT M1xED. g W compacted to a density of at least 95% of that obtnlned by compacting w z x W Z X BRING TO A DEPTH OF NO MORE THAN 5'.
~ 3. REttiORC]NG BARS SHALL BE DEFORMED AND TIED TOGETWER. a sample of the material In accordance with AASHTD T-99 as modified by NCDOT, ~ pWq ? r>a I 4 ~ ~ ~ STANDARD VALVE BOX ~ LBS L VALVE ~X VEIGHT~ MINIMUM OF Q /BGTTGM SECTIGN
4. TRENCH BOTTOM WIDTH IN VICDJITY OF THRUST BLOCK MSTALLATIDN SHALL HE THE MINOtl1M WIDTH 5, The final 6 of fill shalt consist of ABC motorail compacted to a density > N ~ AS SHOVN ON STANDARD DETAIL W-3, equal to 100% of that obtained N O!
tL~F S• BACKFILL TAMPER DJ 6° LIFTS PER CITY DF RALEIGH by compacting a sample of the ? w w STANDARD DETAIL N-3. DEPARTMENT GF PUBLIC UTILITIES material in accordance with CITY GF RALEIGH pq g <L~F ° ~ ~ CITY ~F RALEIGH CITY OF RALEIGH
e• THRUST cguAR Musr HE FACTDRr AASHTO T-80 as modified by NCDDT, DEPARTMENT DF PUBLIC UTILITIES a o 0 0 o DEPARTMENT ~F PUBLIC UTILITIES DEPARTMENT t'1F PUBLIC UTILITIES DATE JUNE 20ti
VELDED DN BOTH SIDES ALONG BOTH THRUST BUCKING DESIGN DATA ~ ~ ~ EDGES ~ COLLAR AROUND CIRCIk1FERENCE. FUR WATER MAINS STANDARD CONCRETE SINGLE FAMILY, RESIDENTAL, NEW CONSTRUCTION, g ~/g°_8° VALVE BEX INSTALLATION PRaecr No. scALE:
} DWG. ND.REVISIDNS DATE REVISIONS DATE VEMENT PATCH DETAIL BACKFLD41 PREVENTION/ METER ASSEMBLY INSTALLATIDN 75/8'-8 ii2 AND EXTENSIEN DETAIL ~olaa291-105873
PA ~ _7 RRH 1-21-DO DWG, ND, REVISIONS DATE REVISIONS DATE l0 1/4^-la° DWG. ND. REVISIONS DATE REVISIONS DATE DWG. ND, REVISIONS DATE REVISIONS DATE DRN. BS CHK. LWM
I ~ RRH 3-31-00 Y C.A. 4-23-9 4-7-04 Y,C,A. 2-31-9 RRH 3-31-00 W-~4 Y. ~A. - 1- W-17 D.W.C. 9-7-99 ~ , ~ - - DSN, RAC APP.
' W-1 - - _ _ _ _ _ _ A,B,B, y,
DRAWING N0.
t S SHEET N0.
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w SLOPES FOR VARIABLE SUPER ELEVATION RATE ASPNA~T PAUEVE~IT PATCI T PATCH
FGR STANDARD 2'-6"CURB AND GUTTER STANDARD METAL POSTS ~ 0 2'-O" IN GROUND 0 ~
I ~ G OI l 03 ,07 G03 NANO TACK AND TACK AND TACK L
• N -,,,-mF Q 1 ~ ,EXISTING PAVEMENT ~ ~
03 EXISTING PAVEMENT NEW I-2 ASPHALT 2° MINIMUM ~ ~ ~ 03
.02 ,02 afi 8 i~1 Z 0 k d pop° pop op Op°Oc~op°ooao~ GALVANIZED HARDWARE WIRE Q ~ f
i `0 ~ 10 ~ ~ o°OOOoOogoop0 O°O 00000000 o0°Do0o0o0'0000000 a, ~ O ooO 00 po0 0a°0 0 °p 0 NEW ABC 12' MINIMUM DEPTH o 0 o O °j ,o °p o p o0o p o0~0o DRAINAGE AREA MAY NOT uT ~ m O ° oo° 00 0 000 o EXTENDS TO THE TOP Of 80X, ~ { °o ~ o° p a EXCEED I ACRE. ~~-I(19 GUAGE, I/q" MESH OPENINGS) ~ m "I' Q
• 02 0 °°°0 0°Oo `~p' ~ ~ O°pQ00°o Oo0o0 0o°0°oOoO Oo0°0 p a 0 p o o° p EXISTING ABC J
e QP~ ~ .03 'OL` ,09 .05 EXISTING ABC - - _ ~ , o ~ , ^ ~ ~ ~ ~ I~I I I I I I I III I G • ~ 'e' EXISTING SUBGRADE ~ , 4 I > > k
/ ti ~ ~ J d, .0~ ,..05 ° :I II r---------- ~ d m
P~ ~°~o~°° i 1~ (11=~ IIT / aoc°oa .04 .00 .IO .O6 =111- 1111=111= _ U U vii
° ° o a iD 'J., L_ i~ I-t 1 I-III-I ° ° ~°O°°a ° ° o °oo `D ~ _ I ( COMPACTED FILL I I °
A' e0 n ° e0°° p°°p° np°0o ~ (-III-I I II-I I (-1 C doe ° c°° e° ° a o _ ° odepa aetl~ a °m~O°e oe0 <°o eq ,,OO \ O6 I (-III-I (I^I :I o~ o ° 0 °o ° ° o OM~O o p 0 O O N M
/ °0 °O deno00°eee000 ~°qOp°e0°°O o°°o °S .0 ~ I-III-1111-III-I d, 05 °°o ao °e°°' n°s4o°°qoo ~ ~ v L_ t4 ~ G- III-III°) I I-) I I :I ° ° p0 ~ Zo I
O O O O4 ' ° a, o Qe 1 0 0 Q°°tl°°Q °°°OO ~ .DT 'VOO ~O~D ° ° ~ OD ~O °
y a o eo a°oDo° °p°o°°° ~ I I I I ( , ° a, °,°°ao°e0 a°°° D6 02 a o °°p0° tle°° 00 to G- 'L' - .12 x,08 I I I 1~ 00 c~ p ~oa~o 0 00 00° O CJp o O ~,p ° Qo00
° ° ° Ad l0 h 1 II II I d° ~ ~ - Ootppp~oo°o 00000 0 0000 0 0°0°0000 0008° _
2 3 INCHES COARSE AGG ° Dz .oa =1 I 1=1 11=1 I 1=1 -I
~ 6-INCHES THICK ZO L- 6,~ 24u vvK
\ ~
3° 4° SLOPE=1'! FT. I 6~~ ° o ~ z v x$57 WASHED STONE PLACED TO A ' ~ ~ HEIGHT OF 16' MIN. ABOVE
NOTES: .o ° ' 7" LTHE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT. o rn MACHINED saw cut. n ~ ~ ~ ~ TOP OF 8oX
° ° ° , T" ° 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMP MATERIAL AND COMPACTED TO A DENSITY p z W A O
p 6' ~ ° _ ~ ~ ~ OF AT LEAST 95/, DF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCT THE MATERIAL IN ACCORDANOE WITH AASHTO LA z b °o ~ ~
+ ~ " 8" 12" T-99 AS MODIFIED BY NCDDT. 3. THE FINAL I' OF FILL SHALL CONSIST OF ABC MATERIAL CDMPACTED TO A DENSITY EQUAL TI ~~tir~r~rrlrrrrr I A DENSITY EODAL TD.°°~ GF THAT ~ ~ m STANDARD CATCH BASIN /YARD INLET PROTECTION ~~`~~~,A. ° °sN~~'~.,
l I. 30° CURB & GUTTER 2, 30' VALLEY TYPE GUTTER OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 WITH AASHTO T-80 AS ~ y ~ , ~L i~
MODIFIED 8Y NCDDT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY TI NOTES; D IF APPROVED BY THE ENGINEER. O m z n z = ~ ; ~ J 'W~ Q m ~Y w ~m z ~
I° CONTRACTOR SHALL CONSTRUCT TIRE SCRUBBER AT ENTRANCE OF EACH 1. !0'MAXiMUM BETWEEN CONSTRUCTION JOINTS. 4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED. ~n m :Q°~ Qrn gem` NSTALLED, BUT IN NO CASE SHALL o ~ ~ SEE DENR STANDARDS & SPECS. .'.V ~ ~1 ~ (q ~
s CONSTRUCTION ROAD ENTRANCE TO STATE ROAD° 2-3 INCH COARSE re' MAXIMUM BETWEEN CONSTRUCTION JOINTS 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH E%ISTS SHALL BE REINSTALLED, BUT IN NO z z ~ FOR COMPLETE DESIGN CRITERIA & MAINTENANCE vO
100 FEET LONG BY ON MACHINE POURS. THE ASPHALT BE LESS THAN 2" THICK. AGGREGATE SHALL BE USED. PAD SHALL BE y 2. f/2"EXPANSION JOINT EVERY 90'. 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO :TED THOROUGHLY TO dCHIEVE A SMOOTH d, : `~r~Yi~``
I 20 FEET WIDE BY 6 INCHES DEEP MINIMUM. . P xl M LEVEL PATCH. ~A~tNtil11i11~,1
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE 3. 3000 PSI CONCRETE MINIMUM, 4 SLUM MA Mu 2. 4. LlOUfD MEMBRANE CURlNO COMPOUND SHALL MEET
(TANDUM) TRUCKS. THE REQUIREMENTS OF SECTION 1026-2 OF NCflOT 3. LOCATE ENTRANCES IN ORDER TO PROVIDE MAXIMUM UTILITY STANDARDS & SPECIFICATIONS FOR ROADS AND SHEET IoF 2 8' MAx. VARIABLE A5 DIRECTED BY THE ENGINEER
srRUCruRES, 8Y ALL CONSTRUCTION VEHICLES. GH CIl WARNNG SIGN CIl'Y OF RALEIGH
5. ALL CONSTRUCTION JOINTS SHALL BE FELLED CITY OF RALEI 4. CONTRACTOR SHALL MAINTAIN 'TIRE SCRUBBERS' IN CONDITION wlrH Jo1Nr FILLER AND sEaLER IN AccoRDANCE Pueuc woRKS DEPARTMENT PueLlc PUBLIC WORKS DEPARTMENT TREE PROTECTION AREA
SUCH THAT TRUCKS ARE PREVENTED FROM TRACKING MUD ONTO STREETS WITH NCDDT ROADWAY STANDARD DETAIL 846.01. REVISIONS GATE:7/3/DO DRAWN BY;JTB REVlsroros DA, ,QE~($(QN$ GATE: 7/3/DO DRAWN BYrJTB MIN.lO ca. 00 NOT ENTER MiN.lz•uz ca IJNE WIRES INTERMEDIATE
PR VENTED FROM FLOWING DIRECTLY ONTO STREETS. TOPDRESS THE JOINT MATERIAL SHALL coNFORM To sECT1oN 5/is/o4 Jir 5/19/04 JTT ~ AND MUD IS E 1028 2 OF NCDOTS STANDARD SPECIFICATIONS FOR 6/5/06 JTT CURB I/i7/07 WOP B/rs/a4 Jrr ASPHALT WRES ~ I/i7/07 WOP ~ r.
'TIRE SCRUBBERS° PERIODICALLY AS NEEDED. ROADS AND sTRUCruRES. I/IZ/aT woP AND 5/31/07 JTT Bi3voi Jrr PAVEMENT GRADE a PATCH U
5. LOCATE TEMPORARY °TIRE SCRUBBER' PROS ON BOTH SIDES OF CONSTRUCTION s. Aec sroNE REQUIRED UNDER ALL CURB & GUTTER. 5/3I/oT Jrr GUTTERS Y STEEL POST ° ~~~I~~cII~V=I~°---~~ -V~NI~~I -I~~ ~
~ ROADWAYS WHERE THEY CROSS STATE ROADS. STD.# 20.21 ST~. # Q ~ WOVEN WIRE FABRIC WARNING SIGN ORANGE,W RESISTANT
6. REMOVE TEMPORARY ENTRANCE/EXIT AFTER AREA HAS BEEN STABILIZED. I s HIGH -TENSILE STRENGTH OflANGE. NV AESISTANi ~ POLY BARPoCAGE FABRIC fTYPIGAl1 fHCN -TENSILE STRENGTH
b ~ = POLY BARRICADE FABRIC ITYPIChLI _ i ~ N11 W ~
Imo-- aa' ~ N
FRONT VIEW ( T ~
E I NSTRUCTION ENTRANCE/EXIT 5 TREE PROTECTION AREA I N IB'
TEMPORARY GRAVEL CO DO NOT ENTER ~ N
II (TIRE SCRUBBER) W ~ WARNING SIGN DETAIL ~
SIDE VIEW ~ D N NOTES:
WARNING SIGNS TO BE MADE Of OtJRABLE, NEAiHERPR00F MATEMAL. ~ LETTERS 70 BE 3' NIGH ANNANA4 CLEARLY LEGIBLE ANO SPACER AS QETALLED. ~ F
<pALL BE pr ern tr §D. uAnMLN IN1rRVA.!S. PLACE A SIGN AT EACH END OF LikEAR TREE PROTECTION ANO 50' ON CENTER THEREAFTER. N M
a fOR TREE PRO7ECTfOW AREAS LE55 THAN 200' R1 PERIMETER, PROVIDE NO LE55 THAN ONE Sldi PER PROTECTION AREA. V m AftACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. ~ MAW7TAM TREE PROTECItW FENCE TNROUGHW7 WIWTWIN Of PROJECT. W ~
~ AOO1flONAL SIGNS HAY BE REWIRED OY CITY OF RALEIGH MSPEC110N5 DEPARTMENT 8ASE0 ON ACTUAL FIELD CONg7ATNG. I,,, o` z PLACE A SIGN A7 EACH END OF LINEAR TREE PROTECTION ANO 50'ON CENTER THEREAFTER.
~ C
° W ~ ~ m ~ 'I
~ ~ ~ ~ NOTE: FOR TREE PROTECTION ONLY u w o
I -~i m n
~ °ma D br
zo ~ ~ STANDARD TREE PROTECTION DETAIL o p~ o ~x
Fkp ~D~ ~~S qH~/o O FIT Z1 a 2 ,A D m Z ti
5\OtiJ ~ Jp/ m I= <
,gyp PIA ~ A't 1 m
~ ~ EXPANSION JOINT t Q0~ (~`v
1~ p~G I I LY~~ CVO ~G @ 8' MAX.
0~0 ~ Q ~'My a DISTANCE FROM BACK OF HORIZONTAL POSITION OF - a ~ VARIABLE AS DIRECTED BY THE ENGINEER _ L..
300 ?0j/VT ~ F BACK EDGE OF SIDEWALK ap\~ ~ CURB TO R/W LINE C ®/4 V®
" LL fp ALL OT F ~S\aa 1 f\ ((O T, 12.5 FT. OA LE55 R.5'FROM BACR OF CURB B J. ~pQ e .FQ P• ~ PV~ afj~
N{ N.S"/~ Irk F' 1Cj `Q`JC`O~ MORE THAN 12.5 FT. FOUR i91 FEET FROM A /W LME A ORDACE I F/ ° N o ~ \ CC °,.J ~ ~ \ B/W MIN, 10 GA. NAN.12-I/2 GA. A~ gg
NCDDT STAND EIITI N "\1 ~0°00 ~/~T LINE WIRES SILT FENCE FABRIC INTERMEDIATE pyg ~ Q
3~ °ooo -w t \ INSTALLED TD SECOND - WIRES WIRE FROM TOP W
r °o°o°o (SEE NOTE *6) °ooo Ufili Installations and other Public Facilities including sidewalks and GRADE J
han icap ramps are to be constructed on all streets as specified by °
the Ci of Rdlei h - - ~ Gty Code. These Facilities have been approved by ty g t 3. Jr' fiA01U5 EXP. JOINT GUMMY JOMT EXP. JOINT SIM'NALX JDI~ sl~„ALx =11~1~11111 X1111-11111=11111~1111rlllll~11111=11111°IIIII~INII~IIIU=11111=1111~IIIrI~I-1111Flllll=1111~1111~ I~I~~i~'//
g and shall b® so installed unless a change is authorised by written approval. Public sanitary sewer easements are to be recorded prior to final acceptance. 5' S' ITYP'1 I/2'EXPANSION JOINT \ ITYP.1 5' S' ViI I111I I ~ IIII 0 1 1 We® ITYP.1 ITYP.i _
I AAA
VAA ~ Op °°p GRASS AREA , GUMMY JOINT \ 8~ 0 0o S DRIVEWAY APRON VA ~ 0p°Q 20'MIN. 9 (SEE NO' ICI [ IIII P (SEE NOTE 9d 'IIII (IIII ~ I~ O I 'I I V I L ~ 'IIII VIII l H
Trans artahan ~erVICBS ° (SEE NOTE L) MONOLITHIC POUR P B,1 cDRe ~ NOTES: STEEL POST
° o. iSEE NOTE 8.) CUR ;D° (/l fSEE NOTE B.i y, o' aQ
Public Utilitie$ NSID °aoo0.. 3,° °°,C0\~ Z SEE SMEWALX ACCESS GUTTER EXJOANr N ~ ~ N1 RAMP DETAIL 12o.m oDogDoOop°~ ..G to - END OF SILT FENCE SHOULD BE TURNED UPHILL WOVEN WIRE FABRIC IS ALWAYS REQUIRED v2' E7(PANSION daeT -SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SILT FENCE GEOTEXTILE FABRIC ~E FOA REPAIR OF SILT
y:o c °e a 0 \ I/2' E%PANSION JOMT V2' IXI Conservation Engineer ~ d. °o o~ao°~~° N ~NTY ,oGD A SEDIMENT FENCE SET FDA CONDITIONS WHERE PRACTICE APPLIESI FENCE FAILDRES,USE PLANNING CONSIDERATIONS & DESIGN CRITERIA. tHOWEVER FLOW No, 57 WASHED STONE.
.go°g4• O MAx.sLOPE va'-I, Max.sLOPE va'-I' SHALL NOT RUN PARRALLEL WITH THE TDE OF THE FENCE). FOA ANCHOR WHEN SILT ~ ~ IAZ•ExppNSIDN doW+r a x FENCE IS PROTECTING 6Y
SIOEWALR ~ Planning / B' N T EI,p. _ smEWALx - o FILL SLOPE CATCH 6ASIN, IN EACH M io 3 CASE THE SILT FENCE a p-
T' CUTTER ~r,W1N5 VAI- I~ 5'(TYP,1 I _SECTION I _ i v (n ~ m H ~ (SEE NOTE 4.1 5'RYP.1 VAR. UP TO 2Y MAX IS TO BE PROPERLY IJo ~ ENTRENCHED & THE
~ w N ~ a m H°-2'-?~-a'Mw.-.{ SECTION A- SECTION A'A ~ ro m n +••^•/GRADE STONE SHALL BE AT w ~ Vi A MkJIMUM OF 16'
o v ~ °m a h ~O °i °a O =lLs - =VIII= ABOVE GRADE AT THE -IIIII - _ DIRECTION OF FLOW
o~~°o°~~ ~ NOTES: t/2' EXPANSION JOINT °n ~ n I, WHEN A DRIVEWAY IS TO BE CONSTRUC7E0 WHERE FINA! LAYER 6. W-DIMENSION A5 SHOWN DN PLAN VI ~ °a ~ C _ 6° MIN. CODER ~ & BETWEEN 60 - 45 DATE ION AS SHOWN DN PLAN VIEW SHALL BE AS fDLLOWS: p ~ n ~ Mill A OVER SHIRT DEGREES. JUNE 2O]i
SLOPE I/4°-I y n y OF ASPHALT HAS BEEN PLACED, THE CURB CAN DE SAW CUT tN A 12'MMlMUM - 24'MAXIMUM FOR RES SiRAfGHi LINE AND REMOVED. IF THE FINAL LAYER HAS NOT BEEN PLACED, 36'MAXlMUM FOR COMMERCIAL DRIVF M- 24'MAXIMUM FOA RESIDENTIAL DRIVEWAYS N y n y N UM FOR COMMERCIAL DRIVEWAYS ~ m ~ IIIII IIIII ANCOR SKIRT AS .SCALE:
I SHEET ~ OF Z ~ ~ p THE ENTIRE CURB AND GUTTER SHALL RE REMOVED AND THE DRIVEWAY OF A 7" 6' SIDEWALK w A O SHALL DE A MONOLITHIC POUR USING 3000 PSbMAX. 9' SLUMP CONCRETE. 7.THE DISTANCE FROM iNE END ONCE FROM THE END OF A STREET CURB RADN15 i0 THE Z w A O - - DIRECTED BY ENGINEER. ~ PR0IECT N0. Of THE DRIVEWAY RADIUS SHOULD BE MIMAIUM OF 20 FT, ~ (n ? o ~ IIIII-IIIII 60184291-105873
CITY OF RALEIGH ~ O \°o ~ ~ BEGINMNG Of THE DRIVEWAY RADIUS 'WS 70 BE DISSIPATED BETWEEN LIMITS NOTED ABOVE O ~ p O b DRN. BS CHK. lWM
7" 6° PUBLIC WORKS DEPARTMENT ~ ~ ~ p ~7 2. EXPANSION MATERIAL SHALL ENTEND THE FULL DEPTH OF THE CONCRETE. 8. CURB RADNlS 70 BE DISSIPATED BEl D m D I/2'EXPANSION JOINTS ALONG SIDEWALK SHALL DE LOCATED AT NOT MORE THAN 40' k, °x r- D < n r- INTERVALS & DUMMY CON57RUCTfON JOINTS Ai 5'INTERVALS. DUMMY 9. T MIN. BETWEEN DRIVEWAYS ON ADJA tWEEN DRIVEWAYS ON ADJACENT LOTS. M ,T ~ n ~ SIDE VIEW
REVISIONS DATE: 7/3/00 DRAWN BY: JTB N T` ~ ~ 77 m JOINTS SHALL BE A7 LEAST I/3 THE SLAB THJCKNESS IN DEPTH. 20'MIN. BETWEEN DRIVEWAYS ON SAL o { , o ~ ~ n 5/4/04 JTT O C7 ~ ~ iiWEEN DRIVEWAYS ON SAME LOT. .p m m ~ ~ DSN. RAC APP. ENCROACHMENT SHALL BE ALLOWED ACROSS AN ~ C7 -p °a m Z
2 0 q G 5 GDRIVEWAY Rt ~ a m z 3, SLOPE ON UNPAVED AREAS BETWEEN SACX OF CURD & SWEWALK SHALL DE I/4'PER FT. IO.NO RADNS ENCROACHMENT SHALL BI 6/1/06 Jii AND O ~ ~ N ADJOINING PROP. FRONTAGE iH15151 D ¢ 4. USE VARIABLE SECTION (SEE SECTION 'AA'1 WHEN SIDEWALH IS GREATER THAN p LINE FROM THE PROPERTY CDRNEI z ~ DRAWING N0. PROP. FRONTAGE THIS IS DETERMINED 8Y EXTENOWG 0 m O ~ Z ~ T ~ ~ ~ ~ I ~ ~ P O P n ~ ~ ~ ~ ~ ~ ~ p\ ~i !OM THE PROPERTY CORNER PERPENDICULAR i0 THE R/W N ~ 2 ~ ( /H\ /h11 ~ t/'\1 ( V
SIDEWALK DETAIL T= m 3.5 FEET FROM BACR Of CURB. TO THE CURB AND GUTTER LOCd7101 P URB AND GUTTER LOCdTION. ~ K
STD. ~ 2D.D ( r S. NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE iREATMEN7S IN ROW. (I. ALL CONCRETE MUST DE POURED ON 4ETE MUST DE POURED ON SAME DAY AS INSPECTION. ~ ~ SHEE( N0. ~ I