20030348 Ver 1_MAPS_20030321

9 iJ ;,J

~-~_°728 ~1 ~J !PJ=,^74.17 NOTES: • 1. ALL UTILITY MATERIALS AND METHODS F V
~ ~r,i nUL-X73.94 0 INSTALLATION TO BE IN ACCORDANCE WITH THE CITY OF
~ - FINSHED C HAND RAIL CL i ,,~„-.~,„,r- ; ,u~ ;~cEx SEE CROS FINSHED GRADE , SEE CROSS SEC110N RALEIGH S STANDARDS AND SPECIFICATIONS AND MEET I~
DETAIL DETAIL SIDEWALK APPLICABLE NC PLUMBING CODES. ~
I ' 2. ELECTRIC, TELEPHONE, GAS, AND CABLE TV SERVICE GA
TO BE PROVIDED BY LOCAL UTILITY SUPPLIERS, OR ~
~ \ . THEIR SUBCONTRACTORS. CONTRACTOR SHALL ,
PROP HEADWALL CONTACT THE RESPECTIVE SUPPLIERS OF THESE SERVICES TO VERIFY EXISTING LOCATION AND
SEE DETAIL COORDINATE TAPPING OFF REMOVAL AND P ~ RE LACEMENT
OF SERVICES, SEE ARCHITECTURAL PLANS FOR P IN 0 0 TS
~ 6P8 F!Pd ?715.11-56-655 OF ENTRY INTO BUILDING. ~
EONED F'-1 n o 3. SANITARY SEWER SERVICES TO BE SCHEDULE 4 ~ 0
~ \ n EX STREAM BED PVC. CONTRACTOR SHALL ADJUST SLOPES TO AVOID
~ ~ ~ ~ CONFLICT WITH OTHER SERVICES. MINIMUM SLOPE TO BE 74'1 1,04% MINI - '
~ 273.1 MUM COVER - 3.0. 4. CONTRACTOR SHALL CALL NC CALL ONE AT
1-800-632-4949 TO VERIFY LOCATION OF EXISTING
INV OUT = 272.27 NOTE: NV IN = E: 273.196 SERVICES BEFORE BEGINNING CONSTRUCTION.
f P ~ A y ~ IPES TO BE INS S TO BE INSTA ~ ~ LLED 1 FOOT 5. CONTRACTOR SHALL REPAIR ALL AREAS DISTURBED
BELOW EXISTING )W EXISTING STREAM BED. TO THEIR ORIGINAL CONDITION. THIS INCLUDES ANY
v, EXISTING UTILITY DAMAGE AND REPAIR OF ANY
~ ~ ~ ~ PAVEMENT, WALKWAYS, OR STRUCTURAL ITEMS. 0
6. ROOF DRAINS SHALL BE 6" SCHEDULE 40 PVC. ~ CONNECT TO CLOSEST STORM DRAIN STRUCTURE. •
~ ~ ~ PIPE CROSS SECTION ~~F ~ =CTION MINIMUM SLOPE = 1.0% V
~ ~ F~ FACING OLD WAKE FOREST ~ ~ RD F 7. ANY A OREST RD CLEANOUTS LOCATED IN PAVEMENT SHALL BE ~
w~ ~ r~ -,T 1 v, ~ 7? 1r~ , LOAD RATED.
~ I- ~ c, > SCALE: 1 = 10 ~ ~ - - . . 10' 8. ALL CATCH BASINS TO BE CITY OF RALEIGH ~
- _ STANDARD 5' OPEN THROATED, UNLESS OTHERWISE
/ A 2~ ~ ~ ` ~ ~9,p NOTED.
~1 ~ i ~ - 1 9. ALL YARD INLETS TO BE CITY OF RALEIGH V STANDARD 2' x 3' WITH STAN A ~
'~i D RD GRATE, UNLESS rn OTHERWISE NOTED, ~
T 10. ALL ASPHALT PAVEMENT SHA - ~ ° ~ LL BE 8 ABC, 2 12. U v,
~ F„NERB1pr,~u i~~?uEOWNERS ~ \ ~ ~ V ~ D.6. _ PG. 95O 11. SEE DETAIL SHEETS. a N
~ ~ p.l,N. 17'6. i ~--76-O7E4
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~ 9 ~ ~A .~O ti, INVE284t0 2-12" FLUMES D.E..;758. PG
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15"H~- ~ \ m, '40.5" U$ E: 7 C? 64'x,' i j 1,' j
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TOP=277.13
' / / ~ _ ~ ~ l VAX ~V ~~~X 1NV-268J0
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~ Y:. lh 11- `~-b^.~1 215.7 - - 'l ° ~(i ~ ' 1'291.0 285.9 ' ? y , _ _ A .CENTERLINE OF MARSH CREF_I~
ZC! r p R-10 / - ~ ~ ~ ~ . ~ ~ / k ~ , \ % l,` PROPERTY (.INC- r - ~
USF.~ rFARTMEN75 ~ _ I ~ ~ ~ ~ C Nr P11N BULDING #3 86.7 8~ ~?'y, ti E ~ ~ E ~ - ~ . ~ . . , _ ID PROPER? CENTERLINE OF MA SH ~gREd~ i - ~ ~ _ A IT ,~~i.W ~ / . ~`~N NI~~CJW'V EATS H l~~l~ 1; PROPERr>~ LINE ,o•H?, _ ~ = ~ -
F.F.E. 287,00 ~ ~ ~ ~ . i 3 `285.9 ~ ~ ` , r , ~ ~ ~ ; / NIC ;0 HII - - I,'_~ _ _ - _ ~ 7r'IlM IDI,~~ ~ ~ ~ \ ~i ~.rh Aa
- - 12"H o 286.4 _ ~ I ~ ~ ~ tiY "~V - ..-~y ~ i` ®0. 9, , - - - ~ ' ~X' ~ x.15 , i , . _ ~ ~ 0 ~ - _ _ »5 PROP, 6' 10' - _ - - C ~ ~ w~~. ' ~ ~ I _ _ 7F 51st BDX CUL RT
y, I ° ~ ?Y ~ u,~ ~ - ~ ~ - ~ ~ n ~c dt HEAD ALL ~ _ ~ ~ _~E '~'l4s^d.ti~n,~rES EXTEN 17 LF C
0 298,9 ~ ~ w k i~' ?~`y / - - ` ,i Y ~ ~ I 2 ° 268.4 v, `,x~ v us Y ar / ~ ~ ~ ro,.~ 1 ~ PROP IN IN = 268!49
~ 67.0 ~ - - Vy q~,,'.~ k a~~ F.F.E. 289.00 ~ 'U>~ ~ A q N~-wova FlL1ER F _ ~ . ~R• ~ A EX MH P N OT TAN ARD ~ ~r,
I ~ , ~ ~ ABRI~ ILTER FABRIC: , ~ w ~ ~ ~ , o a~ z ~w ~ r • / p ~ V ~ 0 ~ , OP= 275.33 ~ 'RIP RAP ~ a. ~ 't"i % a ~ ~ ~ ~ ~ 1NV 1N=266.42
r - - `'~C ~ ~ti A ~ ~/,i' 6 OF/ 'RIP RAP ~u 'y ~ x~, ;:,x; p 2sd.o zea ~ ~ ~ ~ ' ~ ~ , . ~ I 0 ~ R~. ~M ~ ~ 1NV O~~ =266.36 .~..r , r H~ I i ~
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~ ; G iE 8 . 288.3 + - ~ M ~ ~ k ~ r " W ~ ~ ~ ~ ~ ~ ~ ~ 1J'~ ~ ~ V ~ I~H ~ 1/'NW ~ \
- ~ ~ } X / ~ ~ ! / 1 ~ U ~ ~ ~ o , sJ i ,•V„ ~ ~ ~p ~ F. ~ 4 v .0~ ~ ~ 88.5 ~ ~ ~ ~ fr
286. 3 28 7.8 85. 1. 88. 8 .4 ~ ~ ~
288.3 ~ 86 5' CONC. SID WALK 1 r ~ ~ + ~ 'b- ~ ' v ~ ~ ' ~ ~ ~ 87.0 ~ ~ / ~ l ~ 1 t I ~ .Fr
~ 287. ~ ~ Y;, ~ ' ~ ~ ~ I 1 I ~I S~ ~ y / ~ ! ~ 0
288.56' C DEWAIK ~ 287. a ~7-~~_ ~ r 287 .6 287.0 ~ ~ Rr ~ ~ top=z ~ G \-Rl ~ v
~ 286.42 288.7 a ~ / , _ 5 CONC. SID ALK - ~ ~ I \ ry ~ q ~ 0 INV=Y ~.1 ~ i'' ' ~ ~~p , ~ R e~~ ,o ~ L
2 + Bl~(LDING #1 ~ i ~ , ~ 9~ ~ \ F~' Q3 ~ l A lOH ~ i
' 1 F.F.E. 287. ` ' 1w-29a6 60 g.~, / ~ c ~ ~ I s ~ x ~ ~ ~ ~E
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~ ~ / ~ ~ ~ ~ R•HN ~i'NII ~ { ~ 286.3 I 0 F / L ~ ~ ?8 F.E. 88.00 ,~C V1'r+NC ~ ~ ~ ~ ~ C?. p,. TOP= o' ~ ~ ~ ~ . 3 ~ ~ ~ ~ ~ 75.3
1 1, ~ ~ O ~ ",wJ- _ ~f , 2-72"0R P V ~ GR ~t~7.0 ~ \ \ ~ t-rj v~ Mir , lNV 1N= °R , q { \ \ Y HM
4BZ i Nor N~ . ' WITH HEADWALL Q ~ ~ ~ ~ RIP / rrrwr i0'rorF~. _ l`),. Hr ~ v ~ _ % r i r gar ~ ~ ~ HEaowau ~ r 2~~ Nv, 5 ~ d, w ,h.,,~,_ ~ ~ INV OUT=266.E7' M
0 ~ c. ~1 ~ .7- T_ 5 ( ~ ~ r ~ ~ 'm m O„r '1~ew ~ ri' 4'LP,IM rnr , _ - 11 `f' \ Q' N. F ~ Mf 'S ~ ~ TOP- ~C FAT O 2esr8 N 0 / y,~ . ~ s. w ~ INV=2$~. ~ J
r"-. ~ ,ti ~~„r I ~ n rme~n-tee i I?~EI`~ h N; ,,,r A~ N. , ~ h. - - - ~ _ ' 'y~ (F A( ~ ~ ~ \ AL O
~`~1,,, ~i AF k1 ~ ~ r O~e•~K / / EXIST. 6 x 10 _C I 287.5 Sy 9j \ ~ ~ / p ~ ~ ~ p BOX CULVERT R. j-, C X49 ~ / O
7 V_ Dy(~T , - , ~ V /V( , 289.5 0 ' ~ ~ ~ do HEADWALL 33 LF B9 28'x0. TOP= 6.8 ~ + V ~ 0
m TAI ~ ~ ~ ~ ~ ~ _ 3'4F,~ RE NING WALL 4 _ ~ ~ EXTiSING INV I • iNV- ai.4 w N 268.39 U VG WALL ~ ~ ~ ~ \ EXISTING INV OUT - 268,19
~ ~ ~ ~ ~S 77 4~ WITH FENCE TYP. 107 ~ ) ~E (TYP.) ~ ~ ~ ; ~ ~ ~
~ I ~ ~ r h• INVa2 ~ ' v:° 286. ~p ~ h l,~ ~i ~ ~ ~
O ~ I B <F~ . i i ~ ~ ~i ~ ~ r'; ~S' 284 2 t2" ~ ~ ~ ~ 1 "aA ~ nM ~ ~ ~ ~
ti F 284,
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~ ~ 1716.1?-7,' _ 1716. , 7J , 77, INV B0. h 15' KCP eZ.~ .y,...,,, ~ii~i
n a ZONED 01' ZONED 01' l1 ~ eo.s . r Q ~ ~ ~(~T,~,`.^°'
~ I / _ _ _ _=hvGCE FAr/rL F- \ ;r;~1GCE FAd/r! °ESIDENCE ~ N I cep O/ ,,b ou••
/ =283.0 ~ ~ Q; ~ 0~ u~....
3 ~ \ ~ I 2 2 INV= 0.5 ~ 1 : U ; cA. ~ ; Z .
~ \ U ~ 0 I ~ ^ NV= 7 Q ~ ~ ~ ~
\
L ~ r. ~*e / ~ / /
U ~ / ~ ~ ~ ~or o ` ~ o / ~
~ ~ O1 UT1LfTY INSTAUA110NS AND OTHER PUBUC ~ ~ ~ k. ~ ~
a I FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~ I RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ ~ I~ ~ i - ~
AS SPECIFlED 8Y CITI' CODE. THESE FACILTIES \ / ~ HAVE BEEN APPROVED BY THE Cf1Y OF RALEIGH 15' X 450' ~i F 4
c AND SHALL BE SO INSTALLED UNLESS A CHANGE ~ 0 IS AUTHORIZED BY WRITTEN APPROVAL. PUBUC ~ ~ IH P,~ < 0 ~ S G T DISTANCE TRIANGLE ~ p
~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED ca PRIOR TO FINAL ACCEPTANCE.
3 i SIGNATURE: \ ° ENGINEERING L 7 / CITY F _ 0 RA I - LE GH FI LE N0.
m i T ~ PUBUC UTIIffIES ~ GH 23 02
GRAPHIC SCALE ~ / /
Fnm r d 1 , i AI I (`IIAICTDIIrnnAi Tn or ui annnnn..~.,.-
! G 8d V A tNkjlNttH IV OL nv MUUUnuHrvt,t m iM ALL I / j ' CITY
v 40 0 20 40 BO 160 w CONSERVATION ENGINEER \ g „ OF RALEIGH STANDARDS AND SPECIFICATIONS. Leo ~
z j N
C-3 a I ( IN FEET ) i "I HER EBY CERTIFY THAT I AM A CIVIL ENGINEER, cy)?0=285.00' REGISTERED IN THE STATE OF NORTH CAROLINA, AND
w I inch = 40 ft,
v 1N- 7s.10' THAT THIS PLAT IS IN ALL RESPECTS CORRECT AND WAS
PREPARED BY M ~ ~ E OR UNDER MY DIRECTION."

•
V _ ~ ~ ~ - _ ~ ~ r,y
E
cR TE p F~ I7Y r 1 I H
!j'Q STl!. :?0.1 C~? ,~i~ ~ i aTY of RuIEGH n
sEE NOTE 1 SEE NOTE 1 f SIDEWALK ACCESS RAMPS I sTa DM GENERAL NOTES I 70' l Q~
h Iwc a+ASSm ARjA \ ~ uN. 1. NORTH CAROLNIA GENERAL STATUTE IJ6-4414 REOlARES THAT ALL cal u w ' I q ? o o ? ? ? ~
- _ 510C'wNlt soBwAUC STREET IXIR9S BEING IX1HSiRUC1ED OR RECONSTRUCTED FOR MAINTENANCE I -
AtA~ I I + ~ ~oc~DURES. TRAFFIC OPERATIONS, REPARS, CORRECTKXNS of U1ILITES OR R .A. A~ srav BNt ~ TERED FOR ANY REA90N AFTER SEPTEMBER 1, 197J SHALL PROVIDE 9DEWAU( Pal °q ,A E AOCESS RAMPS FOR THE PHY9CALLY HAiAICAPPED AT ALL INTERSECTIONS NFIERE ~ Tnt ~ •1~1 ~ 8 MIN ~
~ °Si BOTH CI1R8 MID dITTER AND SIDEMAU(S ARE FRONDED AND AT OTHER PgNTS ~ ~1'--- > sra BNt ~ g aF im SEE NOTE I LP ' MV ADDITION, SECTION 22B OF THE 1973 FEDERAL AID HNiN'IIAY SAFETY ACT ~1 ~ °E'L ~ ~ 135•, ~ F 6 O
r ~ I REQUIRES PRONSION OF DEPRESSED CURBS ON ANY Cl1RB CONSTRUCTED AFTER o JULY 1, 1978 WHETHER A S[IEWALK IS PROP05ED R6DALLY OR IS PLANNED FOR ~ ~ ~
r eV4 ~ A FUTURE DATE s ~ >t LW TI W " • ~ THE AMERK:ANS MTH DISABLITAS ACT ADA OF 1990 EXTENDS TO INOMDUALS tM9't •a TR ID~ . DETAA. SHOMMG TYPICAL LOCAIIQV SEE NOTE 1 ( ) P",S 1/4" V1
• ! . .w" " OF SIOEIYALK ACCESS RAMPS, PEDESTRIAN NITN DISABXITAS WAIPREFiEN$IVE CNL RIGHTS PAOTECRON SIMILAA 10 THOSE P:S U4" ~ u~, cnT 6" x 6" POST
" ~ • ; . CROSSWALAS AM1 51CP BARS ' PRONGED 10 PERSONS ON iFE BASIS aF RA(X; SEX, NATIONAL ORX;IN AND r ° ~ RELIGION UNDER THE THE dNL RIGHTS ACT OF 1964. 11iE ADOPTED SX)FMUI( S ~ . ` \ m ACCESS RAMPS HAM: BEEN DESKAIED 1D COMPLY M1H TI1lE m OF THE ADA,
THAT BECAME FFFECTTVE ON JANUARY ?e, 1992 MIO AS AMENDED, , ' ` , _ DOUBLE 1~1EEI.CiiAR RAMPS ARE TO BE ~ THE ADA REQUIRO~ENTS FOR DETECTABLE WARNINGS HERE SUSPENDED EFFECTIVE • A15TAUED AT ALL PUBLIC STREET vMAaF MAY 12, 1994, I g'
~ ~ ee10Rtt r , , ; ~ MTERSEC710NS WHERE SIDEWALK IS } 9lB' eLl . e . ~ . + . ° ` + REQUIRED. WHEN SXN:WALK IS NOT I~-~I 2 SgETI'N,I( AfxESS RMIPS SHALL BE FRONDED AT LOCATIONS AS SHOFM ON THE r"' . sr6^ ~ o~Hs r--~ o 0 0 0
r._.._____a._.., _ REQUIRED. CURB IS TO BE DEPRESSED PLANS OR AS DIRECTED BY THE ENdNE1R SIDEWALK ACCESS RANFS SHALL BE 1 ~ ~ AY.~. +r I AT TM RAMP LOCATIONS AS SHOWN C c LOCATED AS NaDICATED d THE DETAIL HOWEN:R, THE LOCATION MAY BE ADJUSTED I~- 0 0 0 0
I r-r 1 ~ ~ SHEET' SEE NOTE t SEE NOTE 1 AS DRECTED BY 7NE ENGRIEEIT WHERE EXISTdC UGNT POLES, FlRE HYDRANTS, I i. sTav euI DROP RRETS. ETC. AFFECT PLACEMENT. AT ALL LOCATONS NOT LESS THAN 2 FEEi ' o 0 0 0 2 PAINT ',rI'T>~ RUST I~!IIfITI!~,o 0 0 0 ~
aF FULL HEKAIT CURB SHALL BE PUCED BETWEEN DOUBLE RAMPS. I ALA!?w PAI~fi
°o-~ o ~ DOUBLE MiEI.1GHAIR RAMPS ARE TO BE NSTAILID AT ALL PUBLIC 3 I ~ mow` STREET BTTERSECTIONS WNE1tE SXIEWALK IS REQURED. WHEN SIDEWALK IS NOT C REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCARONS AS SHOWN r'r'AfP_ DF
T) FT]I FW IRQ L LAelGESI L'3E y s' sTw BAB ~ ON SHEET 1 QF 4. ?'F'~AfL ff ~ BOTTOM OF WALL p S' r'"1 ~'',ATES 6" BELOW GRADE
FTPE DTM6"TEA R11S IP F'GR 9 v~ i C''"1 `''I-ATEQ ' ~ 3. THE WAUfdG SURFACE 5H NIT"IMM D~x[Tf 5 ~ sm ~ a s" g SHAIl BE GARB tHARCOAL~GRA~Y Fq Cp~TR~ 1NTN PATHWAr~COLORS
T fh P4' X RA' CAE'iDG VITH 1?', 1 - 1 AND TIGHT CONCNEIE GRAY FOR CONTRAST MITM DARK PATHWAY COLORS AND T SHALL FIE AN MTEGRAL PMT OF THE CONSTRUCTK7N MATERIAL IRON 0)aDE 1 f:Y 1 U!' PB'E, t/' X 3A' ? soBwµx_ ~ PIGMENT SHALL BE USED AT THE RATE OF 2S IBS. Di PKiAENT PER CU. ' 1" HOLE EVERY TWO FEET • V
w CAET7ND U.lm VTiH t4' PB'E - YARD ff CONCRETE a
OR LAPGEA. 6 PEALED V/1T1~11 r OETAK 910NN1G T)PM.V. LOCATION DF SA7EWALX ACCESS RAMPS fEBA.3C R/V CASTING NILCT n!s PEDESTRIAN CRQSSWALKS AND S7LP BARS FTAR TEE MIERSECIICN. i 4. NO SLOPE pe 1HE SX)EWALI( ACCESS RAMP SHALL IXCEED 1'/1' (12 1) AI ~ Mi~T~AI~iS~T MATERI ICI N~TF~tIAI,~.I T F ~N~l~4T - NIKE'. ( > ITS_ 10"x10" CONCRETE FOOTING ~
4~ TTNVTTC iFARIIl; TY+'E Rl].ATKXISHIP TO THE GRADE OF 1HE STREET. t TA:T'~T STAN6MTtL ~ d No ' i Ci5 X ~3.9N CASE SHALL THE WIDTH a THE SpEWAU( ACCESS RAMP BE LESS i Ci5 X ~3.~ C!>M+"~IEL 62 1/2'~~~_~ MK-cal ~
1 1HM 40' (3'-4~ HOFEVER, RAl4P MAY IXCEED 40•. 4 1/B` X i• NA 3YlLS'E4 X~'XB'DR4 X9°X ~ 4 1/B` X 1' HR. FLAT AAR 3' M( al
1l SR' ~ CDHdtETE ua~c. 8. USE CLASS A (3000 PSI) CON(~iETE WI1H A SXIEWAII( Fl6SH IN ORDER TO 2 3/B x 3' H: TN PLACE t1Q FNTFTAlT T'" OBTAd A ROUGH N01190D SURFACE z i/2' S1AArT.E e a/a' x 3' HR FLAT 13AR Ui' ~c- ~ LEVEL SPREADER DETAIL ~ 2 i/2' STAD~ESS STEEL ROUND P,QD> zO" NOT TO SCALE •'y
r IFET t66DIIT. STAtaIMi^^ 4• srov B~+ 2 B i/2' $TAINLE ACCEPTAl1 E~ 7. A i/2" EXPAN90N JOMT WILL BE REQUIRED WHE1tE THE CONCRETE SXIEWAU( I A B 1/2' STAINLESS STEEL HEX NUTS V
B B ACCESS RAMP JOReS THE CIXtB AND AS SHOWN ON THE STMDARD atAWING. ! I. L/2" STAD+l~ t A) ii6! STp REXXAR<KMI SfE !RITE ~ ~ I L/2' STADtl~SS STEEL FLAT WASHEP,S O
P ~ ~ ~ ?~Y'1 r BAASSm AREA ) 8. SRIdE OR DIACONAL RAMPS ARE NOT PERM1S9BlE FOR NEW CON5IRUCTION, 1 - J/ ~ EXCEPT AS SHOWN ON 5T#ET 1 OF 4. ,
3 Y Tr r,uoA ~ ~ 0 r' U w1 h
~ I A4• I drr ~ RALEld1 GiY Q~ RALEJdI p aTr OF RALE)dl CEiVTRAL ENQ1EfRAVC DEPMTMENi FDR RAIDS Ai ASPHALT in ASPHALT STREET CJ:NTRAT. ENl~EE171NC DEPAR1AIkNr CENTRAL ENQIIEERA4C OEPAR1AE11i C111' ~ RAlDd1 g N
- - I TYPE DRM1EMMYS OR PRIVATE STREFF lE W, Are 1 ptAeN Br m oAti~ r gtAlw Br. JR ( A•-Y A!L 7 p1A11N BY. JR C><NTRAL ENCpIEERAVC DEPAR11fFNr 1 U ~ oxa~ er. m ~ t~
STANDARD f' DROP SIDEWALK ~ SIDEWALK ~z a~ ~ CATCH
ACCESS ~ ACCESS INLET RAMPS RAMPS BASIN 1"'r ~ ~ STEEL TOP ~ C N
- DRA)B7NL NQT TD SCALE - 811] 1 90A9 81CJ! / 2x11 3 81[t ~ >lQ11 81Q I X012 ~ Q ~ V1 Oh1VDfi ITT lA SCAlE
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LIFT !>;2sR
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x-r~ ~ y,~ Yap Yx~ ' Ts~*. ti~nii MEd DI 1K lPlIAJ. - d __Id aw xT- n"Y-,~J_ t NM T1R11 Tl1E >a~r
iy-~' Iy-f it A/A• °+rma m 1FP~. C":'".':I T4t'.X TIE eLL'E LF BAp a I r TT'• !iTTT'?". TD 71[ OAT61 MAIN ~
'-Te`A' ""T^" i ~ ! 9DEMN1( R? °1"'. L"U~I""TCFJIN ACM: '.A. ' - ~ ~ n/AAJAS 4THTt r,"'*! !P FMIIsII S/E' E~MrC!@!
l.YRf 1B IBIS ! AAIR - \ iCP a O . O T ~ C npge>N uo' RAAeBI r ~ ~ _ - `T ct~Ne I A?r u I~ w ~ ~ gnT-, •!,rt.l !E 8q'rM1Df AI l4'~-0' y[^~R
dA~rr mBe cuTiFA ~ • ALL fn+n, P., ..y STAB0119 CVRB SfANBAAO JON1 WP I~IAr1A ¦ 1A1? AI' ~ ~ GYFJH Y d TAST): I r ` u
ame meB n m r 1AIN m R' a•es DTJ"4! 1FAAF'#A FRDR TF"' TT'' [T ' TTF.A TD THE TNVS!^!
n. Br ~.•"a ~ SECTION 'C-C• £ it .'^H ' " DOUBLE ACCESS RAMP m 1?7yr r"^rx~ XRIALA MAY IE I
.l ) I i i~ FACE OF CURB IB, ~ IR,
f ^q i 1P' LT 4) M~??f a""'^~ PRfAET ' 1 ..~wrTR°"4. ?A
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I N I I . ; , f • ~ ' C' +Re of o1,a ~ COC • ° ~ °nP 1 ~ e., e" 'r f ~~re
U FTXI H' RCP L11R(iR llS. F'L"t 1•'*v'V.K NYR1A ~ `IB.RT1!t LM ' N"'e•; ° ~ r ' er~.:~ p w• ;,......w . D1iM[TER FiUi 1P' FIR ~ ~ I ~ 1 ~
N1AD1U1 ` ~„e.,,, aw Lr Kn ro o® v. ~ I R' I 6'~' n+xDaE 1rBVtxetnl I m uAE 4x4x9 DR ~x9xu Eam -~A Q,w nia s oyu
CONCRETE 1l DCK. CAtT 111 FUICF 1 ~ DR PRF3i4CT C>a1CRETE TO NFF.T ~ ~ $Tnunr-r ^,Tl, STEP ~a ~ a~
Nr;IQT ETANDABDA ACLFT'TAPLH; ~ A f1 AGM! / 1 1
- ~ ~ sTEP RE9lARE1FNT *rF SECTION ro-D' ~ , I _ I OI S1A Na 30Ai. 3 it ~ runn I A I A I !
. - alnJr TN rLACS ~ , A~ w_ r PLAN yEi'J ~ ¦ ~ ,C
~ V AJ ' I Af rra ~ eti yr .?B~ O
~ ~..r y ..ate 1:1A,v<.-~ w^c . IeBe+ t a.
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4 I r•r I ~ . ~Pn+W air o~ RALENx1 aiv OF RALE7Cf1 a _ aTl' OF RALEIG7l1 - - CENTRAL ETidIeE7)71NG DEPMTSFJIT " , CQIIRAL ENGINEERING DEPMIMENT ' ~ e CENIRU ENGgVEFIiRIG OEPARIMEITT CITY ff RAIDQI ~
I i r RENSIlXiS AfE: 7 ORANN BY' JR • iJl>,L I.tAt, YTF, •r RENSGWS AIL 1 p7AMl 81` JR •i K ° I RENSIQVS A1C 1 gUMN PY JIB CENTRAL EN(ANEERAVC DEPAR T TMEN # o RENSICNS ~h: ~ Dx~w er. m
STANDARD SIDEWALK + I JUNCTION ACCESS ° ~ • • • `rj+ r 5' O.M. CURB TRANSITION ~
CATCH BOX RAMPS ~(pe1 ~ ~ ' BASIN TO 2~-6 ~ ~1 VALLEY/ROLLED GUTTER Q
- vRA47ND NGr TG SCALE 8R1 ~ saw 81Ct ~ 20.11 ' - TXMVLNG Har Tp SCALE - 81[111 60.01 U
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TYFTCAL MH FpR S?ORM SEWER s1.a~s ro~ vARIABLE srDEwALK ACCESS RAMP sEE NOTE oN I ~ SUPER ELEVATION RATE LEVATIUI RATE 2A'
a~ 1/2` EXPANSIIXJ ,~CA'Nr yA• yN SHEET 4 of 4 FIFE ST7E 141 11IM~TTFR I IP'-0.A' ~'-0' N>anRA E'6' i
_ CIFR qN?' t~JTT'ER 8 sD-4e' Y-o' ~ ~ ~ I 1 SIDE ELEVATION B t~JTTER ~ r ~ 3' ~
00 ~ ~ 5' SlOEWALK 6'-4" - B 4 (U \ r~ ~ ~ ^ ,
c-I 3 - ~S' 7' ~ _
cv p ] ~ ~ o' ~ GRASS sTmP p Y tTANiNRD HAMRE fig.,-- o X A i 1+ AI
ANTI EW~^ a a -r-`_' ~T'-`-- L CLRP L GIfrTER
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10 NNMLY ; A~ 17 ~ ~ C1 ~ ~ F~F+' A~>8 . \ \ IIUIIIIIIIIrrryrrri
a c 51DEWALX ACCESS RAMP 4 PLAN DF CI7VER B nA . p\~ . r~
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v B.5'(UNLESS OIHERNiSE SPECIFlED) DEPRESSED CURB E ~ _ J,~ p l_
I/2' EXPANSION daNr srArowm r e. I c c v nsa wr m er Rn z • r~ l,~• -.-~'i.., rs 1,= ---}•i L'~A' , ~ pAB p111ER g ( 1C T`~"C !NEA RI' e'°? I 0.'-!I! .a r.~- 5.,~ : ~ - f~~ c ~ CV 'vim
m 4. ~ ! ~ . _ . - S ~ ? ~ SFCTIC"1 A-a O ~ _ I ~9' RAILED TYPE tRIiTER 1"T .:y ~ 1~~ ~ d _7_`~ ~ '',~Q
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~ SECTION A-A ¦nn y. ~ . r r ~T-- ~ FOR ALL PUBLIC STREET TIE-INS ! SECTION A-A SF.CTIOH B-B a' ~ r ~ ~ I Ae
Y I jN BBB rA a~ - ~ VIEY ~ -'j-' ~p . M aoaei rt.
L i v 12` SLOPE 12: IMAX (5'-4' MfN.) BLVNesstD aRT R i AAr AIAAAI J T- n . , •
~ ~ f P 1 ! G ar ~ ar ~ d
~ sTAVawo r R s yr ~ - I ~-=-T-----! w+e t aTi[ ! I L~ O 4• P~ ZEMAO( _ E%PANSION JONT ~ I X,lp I Ar UTILCfY INSTALLATIONS AND OTHER PUBLIC d ~ 0
1 ?r1' yy~E+( TYPs CaIJT?IIt FACILITIES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON AlL STREETS
~ omµsaN ,a„ ~ ~AM° I 1 ~ • A Mr 1. l d MAXIMUM BE)N£EN CONS c ! ~ ~ 15' MAXIMUM BETWEEN CONS IUM BETN£EN CONSTRUC110N JOINTS. AS SPECIFIED BY CITY CODE. THESE FACILITIES
T1ET-~ ~ ~~E ON MACHINE POURS. SECTION °B-B' A A ~ , yr ( ~uM E+ETWEEN CONSTRUCnON J(NNTS ~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH 9NE POURS. ? AND SHALL BE SO INSTALLED UNLESS A CHANGE
cd Fl7R RAAfPS Ai ASPHALT TO ASPHALT STREET TYPE ORIV£NA YS I OR PRIVATE STREET RE IN. ( ..r _lEVATION Z• 1~2' EXPANSON JOINT EVER IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC ANSON JOINT EVERY 90'. SANITARY SEWER EASEMENTS ARE TO BE RECORDED .
C 3 3. ,3000 PSi CONCRETE MINIMUL+ CONCREn: MINIMUM, 4' SLUMP MAXIMUM. PRIOR TO FINAL ACCEPTANCE.
° aTY ~ RALEIGH m CEIVIRAL ENGrhE17d?'!C OFPMTMENT f E1NC DEPMTM04r ? r aTY ~ RALE16~1 4. LIQUID MEMBRANE CURING C( SIGNATURE: ]dBRANE CURING COMPOUND SHALL MEET °n ~ ~ I TY F - -
+N CDITRAL ENCAEEPoNC DEPMIMENT I ..r,,... __M___...___ _ CEIVTRALENlRIEERRICDFPARTI[NT I C 0 RALEIGH FILE N0. GH 23 02
me KLWII(LMCIV I~ lX JG~111 T .rt i aAw BY m REMSM .ns o DRAW Or m DATE. 0 OeAN BY. m STANDARDS R SPECIFlCA710N' c urescnla lX xvnvrf iuzo-z VF ncuvi ! ENGINEERING - ~S & SPECIFICATIONS FOR ROADS AND REW_VM AM 71VW auwer. M
c SIDEWALK PS CESS S STANDARD f CATCH STRUCTURES. ES. CURB
C) TYPICAL LOCATION TYPE A MANHOLE CASTINGS 5. ALL CONSTRUC110N JOVNTS 5 ;TRUCTION JOINTS SHALL BE FILLED GU D PUBLIC UTILITIES ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY T FILLER AND SEALER IN ACCORDANCE TTERS OF RALEIGH STANDARDS AND SPECIFICATIONS.
w 1 ! SECTION C-C END EIEVATIDN WITH JOINT FILLER AND SEAL! WAVVG MT z TU SCALE - 8Q06 . CRAVIM NOT M SCALE - 81Q 1 90t WITH NCOOT ROADWAY STAND )T ROADWAY STANDARD DETAIL 846.01, 81Qf 20.21 TRAFFIC ENGINEER
"I HEREBY CERITFY THAT I AM A CIVIL ENGINEER,
CONSERVATION ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA, AND THAT THIS PLAT IS IN ALL RESPECTS CORRECT AND WAS
w PREPARED BY ME OR UNDER MY DIRECTION."