20030119 Ver 1_MAPS_20030203

>
Ci Farm Rd
12 - -
- L YJ2 21 nnOn
PI Sto 77+58.52 PI Sto JO+47 .09 / N I~~I
p= IP 33 3J.4 (LT1 = J4' 30' 16.9` (LT) p ~J
6 2 D = 0' 59' 59.7' - - - D - J5 29' 07.2" 83 a
l0 4 L = J 55.96' _ ~ L 93.67 N~
106 = ' - T 579.95 T -47.09' 0
ilmin tan 184 Wilmin t n = _ 9 g o R 5,730.00' R 370.00' BEGIN CONST.
St 134 t = - s 0.02 - 0.02 ~x O - - ~ Yll STA.I7+15 p ~
emox 233 CITY OF RALEIGH ~ O
15 4 ~ RIB /
25 7 ~St~N ~ C? E~~ r
F I
21 to r . F ~ ti r~ °
37 0 w
~~v _ ~ ~N
~ 2002 , ADT Ci Farm P OF BAN r
~ 2025 in Hundreds ~ Rd / ~ e
a 0 1 ~ / _ ~ ~ ~ ~
} r
w - a ~
~ WATERWORKS II LLC N - ~
~ DB 8938 PG 2666 _ v ~ , p
BM 2001 PG 574 ~ ~ ~ Y - ~ V -Yll 'A !8+ .93 ~
REAL ESTATE IDS 0283091 ~ _ ~ ~
l BEGIN &G F Q i
0 `ti F a~ G
~ TOP ~ o c`~ / TOP OF BANK ~ 161
~ r/, ~ / .~o o x6, °~i AC F REBUILL
l ~ o _ C 1 ~ S S 2GI -
REBAR O - - - - - ~ 0 • 8 ti , F
EXISTING R/W 'I` ~ P •4 ~ 9
RE - - - - - REBAR _1 F -6' -
~ - - - - ~ - G - F
S WOODSLINE EE OUTLET PROTECTION 0 - 0 -Yll- STA. I7+ -
DETAIL 1, SHT EC-1 _ ~y ~ 0 41.26 T _ a~ =30'
cRass La 10' - - - - / - ~ c~ ~2 / 0 ~
I _ ~ - W - 11.5. a o - REMOVE ~ \ ~ F lE To b
M 1 _ GRADE TO EXISTIN E~ ~ EXISTING ~ II ~ _ ~ _
j DRAIN GUARD AIL GU G L R-6 ~o ~ UARDRAIL + L
• ss PP ss ss ss ss ss Q s ~
Z G GRASS T - H F 2
F Z ~ CL B RIP RAP PP a ~ ~h EST. 6 T / ~ J .01 - 3Q ~
~ F LT ONS F ~ I- - - - - _ - g EST. 16 SY F.F. _ - - / J +30 _ ~ W
H W F D' F - - - CAT-1 - / _ c J W - - ~
w W ~ - ~ J - J +40 ~
c PROP. 5 SW ' 4-15 RCP Ass ~ z .0 w
Y h: O ~ - ~ Lf ~ 50 1 ~ ~ m
Q 1 11 m v PROP. 2'-6n -F-- -1 RCP CB 1
o Q C&G ~ m B CB w ~ WIUl1NGTON STREET SBL 15 53 ao
~ F- ~ 0 2a~coNC 54 I ~ 00 _ - J
,1 p. ~ ~ Z
v roc OI SEE d w c~ ETAI SHE 2D } Q F- m w
V Q - - FOR P EST lAN EFUGE ~ ~ W o r, r
I- PROP. I'-6° - o C&G ~ h.. ~ I ~ IS/
~ I' ~ ~ 160 = ¢ W f~ 6' ~ Nam w ~ _ IN N
JJr 20' 59.7 E -1 R P 4-15 RCP - - - - m Cg PROPOSED RAISED GRASS MEDIAN ~ o C J~ _ - - I I CB J ~ z ~
c.~ ~ 155 ~ f . - " 8lG ~ ~ BST I ~ ~ Z U C~ r' J Z O
O OP. f 6 C cRass v ~ PR Q v 149 . N J Q 150 151 _ - s y - _ _ ~ CP cn z Q z o Y I I ~ esj _3 - W I- CO ~ R Z W W 3
, ~ v,~ t~~ ~ ~ PLUG k Q NC I ~ ~ Q , N I Z J ~ ~
+ - Ioa TAPER u~,~ N~ _ ~ _ v _ ~ Q ~ .J c~zl~Qw
I I om I 0 159 I- ~n o~ U r\ _
' ~ co Q ~ ~t CG J. ~ ~ - ~ ~ V - - i I a ~ ~ F-
~ WILMINGTON STREET NBL o I , n 1_ n 24' CONC I I ~ 60'TAPER
N PROP. 2 6 C&G ~ 17 n 12 6 15 RCP 14 ~ U I I a N 4 OS. I I a~ N
B W O - - o
Z ROP. _ r- - -I.- --~---09- - - C&G I~ - - =66 P.2' 6" = w - PRO o
c, ~ 8 MULTI USE PATH (BS Z T) .,,,F.- . ~ 4 a - ~ . ~ , ~ +40 © ~ w +40 , 5 ~ ~ o ~ PROP
3 a = + b-- Q w m ~ Z
PLUG _ ~ a ~
° V RE 0 ~ ? ~ ~ ~ VE F z EP ~ ~ Aly ( .02 ~ z w W
~ . ~ / --z ~ MTL 0 ~ BST) 58 0 ~ a .02 0 / ~ ~ ~
~ / ~ ~ L T - - F +6 a ~ o - ~ +6 ~ W ~
o w ~ w \ T 10 0 ~
U WOODSLIN - - - ~ - - IS:I ~ E o - - - _ PP TAPE - - - - - - - . _ GQ ~ g, SIGNAL BOX ~ = 2 ~
I- ~ F - - ~ c ° ~ a ~a/ ~ ~ I F \ ~C / 2 ~ ~
CL B RIP RAP: 7 TONS REMOVE WOOD LINE N FILTER FABRIC; 22 S. Y 3 ~ \ 3 o WOOD LI b +9 / NE \ ~ RE OVE . / c ~ ~ t0 / , coN ~ ~ ~
w PREFORMED SCOUR HOLE EXISTIN > SEE DETAIL B GUARD AIL +25.00 -L- ?I .Y~ PLUG/ 2A 3 ~ o
~ SIG L ~ / / ~ _ ~~o~ o• oNC RE AIN ~ - -
50' BUFF 2 /OO.OOFT ER ZONE ON °°oo ~ ;5 CB 3 :50' - - R
EXISTING /YT------------- ~ ~ - 1~ ~ - = 5830.00 8 - 5 ~ INC R/w L- 760.5 I R - _
- - - - L= 354.82 5830.00 EXISTING R/W - ~ n ' RCP P - 'gyp N7"31'42'E Chd= 759.97 'ING R/W ~ - - ,QC CB
NF 13~ 36 23 Chd= 354.76 7 ~~D- Q DATE ~ CB CK
TOP OF IOO.OOFT 41 B ~ 56 .f. _ _ _ 157 98.00 L CL B RIP RAP 16 TONS 57 j IOO~OFT TECHNICIAN
_ + BANK - _ = FILTER FABRIC: 30 S. Y. _ ~
-YJ2- CSto. J = = SEE OUTLET PROTECTION ~ ~ ~ W = °ETAIL -Y12- +08.85 m DE x ~ ~ CHECKED BY
ZO - - + N L OC Sto. 7 2.80 F~ +2.80 P
0 69.86FT = _ 0.0 +31.00 -Y12- YI2 + ~I 0 p 34.OOFT ~
I 30. 0 .0
oN F2 +08.00 -Y12- ~ 02 z
9 / _ ~ N N0. DATE _ N 1
5 BUFFET 5 BUFFER ZONE ~ ° ~
_ , _ ~ N - 0 22 Z
TD m N W TDE S, U! 1 CITY OF RALEIGH
i I; 2l ~ ~ ~ a
0 ~ p +31.00 a DB 2466 PG 193 ~ rn ° cn \ REAL ESTATE iD
w CITY OF RALEIGH ~ 35.OOFT bo x 0012801 ~(0 i ~ - W ~ 1~1 ~ m
~r~,~ m REAL ESTATE IDS 0121397 ~ x SCALES m
I~` z z~ , (40.46 -Y/2 HORIZ. ~ 1 20 N
~ - - +43.00 Yf2 i j~ 2 - - +35.00 -Yl2 35.OOFT ~ I~I$]ELII+~INARY I~L~N °
~I 3 120.OOFT Q 79 nnFr W
Q: TIE TO EX/ST. CON ~ NOT USE FOR CONSTRUCTION PROJ. N0. m ADJUST G

VD i ' 7 inn 11V ~;U1~1t"Ll~"ll 9 PLAN
a FOR -L PROFILE AND GRADE SEE SHE SEE SHEET NO.25 30.00FTr34.00FT DO NOT USE FOR R/W ACQUISITION u SHEET NO. o
FOR -Yll - PROFILE AND GRADE SEE SH, SEE SHEET N0.31 W z END CONST. 20 0 14 F TIE TO EXIST. C&G o 40 0
FOR -Y/2- PROFILE AND GRADE SEE Sf SEE SKEET N0.32 -YIP- STA it+Rn i~o 95.on DRAWING NO.
a 0 10 20
SCALE IN FEET
: A yY ~GI ~ 1 L f _ r
w. t r „ G,
i ~vehi ~ v,.
1 TIM 11 gt- JJ I Iw
~I i I I l L.,
1 I 4. I I::i
at

~ ~ /
0 _ ~o G ~I~ / / ~~S~~a/ /
-Y9 Y10- /1 ~ o E / / / o
/ ~ PI Sta 10+9289 PI Sta 11+77.59
p= 39.05 40.4" (RT) 73' IN 09.8' (LT) / ~ / ~
~ ~ ~ HISTORIC PRESERVATION D = 2P 54 01.7 D = 5T Il 44.8" JATION ~ / ~ ~ i~'
, FOUNDATION OF NC INC L = tT8.51 L = 127.73 JC INC / ~ a / ~~a REBAR / / /5
T = 9289' T = 7425' / ~ 0
R = 261.62' R = 100.00' / / / / ~ g3
=OA =0.02 2 / / ~tA~ / ~
Amax Amax
A AN ('96.44 ~ p NOTE. e ° , 5% / ~ / / O q5/ / /
~ 2.OOFT ~ 5 q 'i 0• ~ 1 BUFFER AREAS TO BE PLANTED, 8Y OTHERS, a 3/9 5 / sT / 3/9 i~ / ~ ~q3 / ~Ev
~ EXIST.P/L ~/q3 ~ 9 G ~ WITH A N/NIMUM OF TWO (2) SPECIES OF r / 9 / ~ ~ ~
Q i ~ NATNE HARDWOOD TREES AT A RATE OF AT i ° ~ F~ /
o ~ ~~N '?r' 4 ~ Q E ~,k LEAST 320 TREES PER ACRE. / ~ O ~ ~ / /
+26.00 ~ / / /
/
RA 56.00 c CITY OF LEIGH o6 ' w REAL ESTATE ID* 0102968 ~ q3' ~ q5 w~ _ / / / E i ~
w X35 / o00 o PAVEMENT TO BE REMOVED f ~a/ cMP / E ~ ~ i ~
I ~ 28.56 x ~ \ 50 BUFFER ZONE c w, / ~ ~ 43.62FT , 5 $ ~ ~ 3
~ \ ~ . EXI ° ST. R/W / Z 5 / ~ - REBAR ~ ~
a \ / ~ , ~ ~ c \ \ / z ~ ~ / ® a
~ ~ /i - - a~
w \ ~ \ ~ / > ~ ~ \ AREA 1= 1,842 SF , MPi / c&G ~ ~ YIO POTSta. l0+00.~ a
°~s ~ ~ \ AREA 2 - 804 SF ~ ti a~ /,SS q5/
T NE / ~3%q ~j~0
\ \ ti0 / N / / \2
\ ~ \ i / f ~
\ / \ 19 / / ~
1 ~3, ~ ~ / \ ~ +60.69 BEGIN CONST.
~ / \ ~ , 4 1 BEGIN CONST. / _ ~ . ~ / 20.86FT -YIO- STA.10+63.43
\ ~ - - + ~ o Y9 TA. ll 0.00 u~ ~ ~x ~ ~
~ ~ ~ q5 / \ / 1 ~ 5/ /
1 a~ 6 ~ - - 1 +90.89 ~/0 2 / YID PCSt .11+03. ZA ;St . !1+03.34
25.67FT 1 / _ REBAR
50 BUFFER ZONE +94.31 C +94.31 20
~ W 48J5FT +92J9 +12.77 v / 48J5FT
1 \ z R 25.03 ` N 27.17FT ~ ~ ~ \ C gin, N WATERWORKS II LLC
EXIST. R/W F XI , " ~ pz END C& AND /DEWALK SEW ALK DB 8938 PG 2666
~ 02 C~ ~ BM 2001 PG 574
9- ~ FES / - ~ -Y!0 A I +00.00 I )0 REAL ESTATE ID* 0283091
_ i 7 5 ~ ~ ~ PP W ELE - ~ +0 / RI
Y9 Sta N+09°29 E~ - ~ ~ O
/ T NE FES +50.83 „ BACK OF CURB l23 s ti''ti0 83
~ ' z I T ~ 59.60FT o ~ / TTEVS s cRass ~
" ~ - 5.65 PyE log \ , ~ a N 15" '54'"E EXISTING R/W N 15" 16'54"E EXISTING R/W w
~ P OF BANK ~ ry - - 3.6 Y9 Sta 11+4128 3 w 322,23 z
_ REBA +64.00 -L- I~ ~ ACK OF CURB f25.7f 15 s T z
z CP / I00.53FT _ o FROM 2'-6" - w
R-5a - F BACK Tt1 K + c~c ro 9~xr2~ cuRe _ GRass s f/4 _ + B
s \ 137 .74 ~ o r
o CURB 9"X12" 24' 4" RCP ~ AT-~ O
~ IRON S _ CL B RIP RAP. 2 ONS W UC11LE -1 FILTER FABRIC: 7 .Y. F GRASS U'
~ R " PP 138 ~ U ABLE TO LOCATE s w, 15.5 , ~ RE F ~ l w ~
= C 15,5 = ~ 0 TLET, CLEAN OUT 3 I REM K To R 30' w PP m fir,..
+ 6 O K TO ~ F ~ 5 REM
~ I ° coN RETAI ~ - N - - ~ ~ +io ss ss ss ~ ~ (n ~ ~ 0' -ss r- ~ ~ (n L()
r- ~2 B RET ~ ~ ~ FES ,I1 ~ cRass~ +70 +70 ~ ,0 4'- "RCP N o PLUG 136 O ~ i ~ ~ ~ Q W ~ Q' LT Z~~
_ _ T 135 ~ CAT-1 ~ - - ~ ~ F + ~ y~ 4-24 R W W F- N F F F ~ . ~~tZU
z% ~ J Z O
Z ~ - , ; ~ C 00 u~ Z Q Z
- PROP. 5 SW ~ ~ . ° H PROP. 5' SW F- Q w w 3 W ~ ~ • ~ ~~Ln~J
- - - - :oo - W +90 +yo +30 W c~~~Qw
` W ~ - PROP. 2 -6 C&G N CB ~ n V = HUIQ'U~ 92 -15 RCP PROP. 2 -6 C&G CB Q
= W ~ WILMINGTON STREET SBL O ~ ~ 44 145 ~ t/1 WILMINGTON STREET SBL
f 24' CONC ~ ~ ~j 1 24' CONC ~ N ~ ~ 0
Cfl
Y ~ ~h V - ' _ ~ ~ + L ~qq~ - r IVV ~~R ~
~ ~ m / REMOYE ~ / Mu.j / ~ m O ~ Q O ~ (p + _ ~ W
t a 2 O i n ~ p ~ W
>J 50' TURN LANE ~i 133A - Rl hY „ _ ~ ~ PROPOSED RAISED GRASS MEDI CRASS ~ PROP. I -6 C&G ~ ~ ~ ~ ~ 70 V Q ~
r ~ 84-15 RCP ~ • ~ ~ N Jm ~ s~AS TYPE ca 14 ' ~ ~ Z V _ _ . C) ~ 32`-15" RCP 14 00 ~ ~ ~ W m 59.7' E - m I- ; a
3 ~ ~ ~ ~C $ -15 ~ ~ a coNC CB . ~ v ~ ; RCP ~a~ 51, RCP icy h Y ivu ~ o
r ~ p o N Q " ~ q w = B B B 76 ~ n ~ ~ ~.oc z PROPOSED RAISED GRASS MEDIAN ro r. ~ ~ PROP.1 6 C&G z W w a
J J m 139 m V1 - Z > ~ CO o m m m
100' TAPE ~ ~ EX. 1R O ~ ~
Q v m ~ Q ~ w WILMINGTON STREET NBL ~ ~ w x ~ N ~ F" Z 140 O ~ ~~w ~ ~ N W z
F- ~ 24' CONC ~ ~ ; a a _ .I, w o 'Q O N _ N r`2 ~ Nl W T O • ~ ~ ~ O Z 2 0
~ Q ~ ~ ~ AIL SHE 2D "n z , SEE DE WILMINGTON STREET NBL ~ N ~ ~ o ~ ~1
N ~ ° FOR PE SI- IAN R FUGE F o r, 141 24' CONC ' ' ~ ~ ~ 146 176 -15 Z 5
~ PROP. 2 6 C&G CB 100'-15" RCP PROP. 2'-6n C&G B RCP ~ m Q o
- 3 Q F•- 3 m s CB ~
;F w I- - _ z > PROP. 5 SW CAT 1 , - - ~ GRAU 350
V1 PROP 8 MUL I-U PATH ( Tl Q PROP.B MULTI-USE PATH (BSTI 14 W
o ~ ~
W - - ° 20' Z
~ 0 15a SIDEW _ DI F J DATE+ F F D ~ ~
T ~I,-4,, ~e J ~ - u _v 0 000` a~ _ ~ ~ / o o ~ ~aa~ a o TpIN LT .L ~ TECHNICIANS
_ ~ oN RE o ~ o a o ° ~o IB G 1 ~ F V
250' TRANSIr/ON lLT & RT) , o ga X30 80 o V ~ Boa 8 a Oo ~ Oa a o~ Qao 0 0~0 1 CHECKED BY
~0 0 0~o a o -Y9 PO Sta. 12+27.36 e ~ ~ ~ ~
ON
'I~4al, • I GRA 1 ss ING N0. DATE
EXIST ~
RIP RAP h~ GRASS
GRASS PP
EXISTING R/W T P OF BANK EI(ISTING R/W ~ a
ZONE 1 ZONE 2 ZONE 2 ZONE 1 50 BUFFER ZONE m 0
, 50 BUFFER ZONE
W K ~ 0 ~ ~ SCALES } o. m
. ~~~.~=3. . HORIZ. ~ 1'•20' ;::s . N a TR
1~p~. ~9.~r~ N . 0
V Z . PR~LINIINARY PLANS DO NOT USE FOR CONSTRUCTION PROD. N0. ~
2 ;
f~ INC® PL PLAN L M ]ESL ~
rn /"1 1 11 f1/1 r I I r A l 111 f1 A T'1 r n r r 1 1 r rr 1 I /1 /'1 / iV. ATAT TTCD CAD D / m 1l~A7TTCTTTAAT CLICCT Alfl ran
L .11 - ° ruff I-Nur rat ANU L7IYHUt ~t t Srit t I NU. « L- 0
PROPOSED ADDITIONAL IMPERVIOUS AREA _ U IT Ur KALtIUM a - 4,210 SF REAL ESTATE ID* 0121397 FOR -Y9- PROFILE AND GRADE SEE SHEET NO. JO 20 G 40 OF
v FOR -YIO- PROFILE AND GRADE SEE SHEET NO.31 DRAWING NO.
z 0 10 20
a kr SCALE IN FEET T
SST..
1
I

SEE SHEET I-A FOR INDEX OF SHEETS
¦
SEE SHEET I-B FOR CONVENTIONAL SYMBOLS
¦
END PROJECT v~~{ o~ RA<F~Qz
~„~~r.~~ o ~ V~ ~ l! V Ll ~ G=~ L~ ~ LJ V ~ ~ LJ ~J LIV ~~~~LIV ~ ~
401 ~ HOKE ST
z ~,Qo
cn ,p y~, ,Q C,
50 ~ ~ Fj, 9~,~~- ti
oz ~L~' r~ CITY
t
70 N WALNU ` -
m ` RDRM _
cn CREE 440 40 ~
i
o
~ ~3
PINEOL A VE PECA "~r,~ :
p ~gEW80~p ST
YpEN
ILEgGNES RD ST
BEGIN CONST. BEGIlN C0111ST.
-YB- STA. 11+75.00 -Y9- STA. 11+00.00 END PRQ]~CT
N ST
BBGIX CONST. BEGIN COXST. STA. 95+20.08
-Y¢ STA. 11+00.00 _y~ STA. 12+10.00 w
~y, BEGIX CONST.
'ti '~'G~~ -Y/0- STA. 10+63.43
`~'i'.'Q
S,~ ~~e ~t`' w b ~ IN CONST. ` Il- STA. 17+75
BEGIN PROJECT ~ BEGIN COXST. rye
\ -Y3- STA. 11+70.00 ~
1
y ~S• F 1~ RD I~ , ' TO DOS
VICINITY MAP N.r.s ~ ~l ~
P~ ~ 15 16 ~F,
5 ~
6 7 8 g 10 II ,~2 13
h n
_ ~O~p1~
BEGIX PROJECT ~
U STA. 16 + 89.97 ' a z r.~ruxc x Tx~T
a
~ END CONST.
r, c~ ~ -Y12- STA. 11+80
a~w ~
C~± GRAPHIC SCALES
~T IN FEET
y~ -Y6- ST . 11+90.00 N
1~R~~,~IdIINAR~ 1~lLANS _ + qy 20 O 20 40
DO NOT USE FOR CONSTRUCTION
y PLANS G
INC~MI~]L1E~']E ~1L~N~
DO NOT USE FOR R/W ACQUISITION ~
20 O 20 40
.7- . Y Sul _
PROFILE (HORIZONTAL)
Plans Prepared By: WILMIII tGT011 t S ~'REET REH~ TGS ENGINEERS
;HABILITATl011t q 4 a
PROFILE (VERTICAL)
SUITE 141 FROM RUSH STREET TO 975 WALNUT STREET
'O BRIDGE
CARP, N.~. 275.. OVER 11tORFOLK-SOUTHER11t TEL. N0. [phone]
~11t RAILWAY DESIGN DATA
2002 ADT= 25,400 VPD
~,n, m,~,: 2022 ADT= 41,400 VPD
D = 5 5
DHV = II
E N c~ THIS PROJECT C011lSISTS OF GRADIII tG, DRAI11lAGE, P SIDEWALK, SIG11lALS, PA VEME11lT MARKINGS, A11 tD sE, PAVI11tG, CURB ~ GUTTERS T = 5%
11tD UTILITY ADJUSTME11tTS (DUALS = 3% TTST = 2%)
V = 50 MPH DESIRABLE
r 45 MPH MINIMUM
PROJECT
LENGTH OF PROJECT = 1.483 MILES
J. RUSSELL ALLEN
CHARLES MEEKER
2 OT 200 AND PE IFI TI N4 TI N 0
e o N N
a
L N
C
O O1
C
3
C m N
v
I I ' c i
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I

L
~",1-
City Farm Rd
12 -L- -Y12- C~
21 P/ Sto TT+58.52 PI Sto 10+47.09 U
p= IP33'31.4'(LTJ p= 14'30'16.9'(LTl
6 2 D = 0' 59' 59.7' D = 15 29' Olt" 83 NAB a
io a L = 155.96' _ ' L 93.67
lob T =579.95' T =47.09' 0
ilmin ton ' 184 Wilmin ton R = 5,730.00' R =370.00' 9 9 BEGIN CONST.
st 134 st = OA2 = OA2 O -Yll- STA.I7+15 p ~ L~
H emox - ~mox 233 CITY OF RALEIGH r ~ O
15 4 ~ RI's /
25 7 `SZ~N o ~x~ r
'Y I
21 ~o r r F ~
37 0 ~ ~ 5
w i 5 1
~ 2002 ADT Gty Farm i r u~ POFBAN r
~ 2025 in Hundreds R d / ~A ~ µ ~ ~ ~
r- a 1 ~ / ~ ~
o
w ~ ~ ~ - ~ A
~ WATERWORKS II LLC ~ ~
vii DB 8938 PG 2666 > fr V ~ D
BM 2001 PG 574 D 0 Y + ~ ~ V N YN S A.18 .93
REAL ESTATE IDS 0283091 n~ ~ r
~ BEGIN &G F Pv 1~y
l 0 ti ~ G ~ ~
F o - o ~ / e ~ ~ 161
~ TOP OF BAI TOP OF BANK ~ }'j i
o x6 ~i F REBUILL `C` ~ o S S 10 ~ 2GI -
~0 - - REBAR H N ~e ' 8 F ~Oj
- EXISTING R/W , P ~ •4 ~ ~ - 9
- - - - REBAR ~ F REBAR ~ ~ I - c V -6~ - - ci
_ - - - ~ - - -
~ - -Yll- + ~ - ~ ~ 0 STA. fl ti - o ~ RETA~{N ,
SEE OUTL WOODSLINE ET PROTECTION _ DETAIL 1, SHT EC-1 ~ ~ 41.26 5 p T
GRASS La = 10' ak°' ~ / f2 ~ ~ \
I W = o 11.5. o REMOVE JE TO - ~ \
1 0 IE To b ~ F ~
~ GRADE T EXIST/N EXJSTIN ~ 0 DRAIN EXISTING u ~ _ ~ _ L R-6 ~o ~ / GUARD
GUARD AIL GUARDR, • SS PP SS Ss Ss ss ss RAIL ~ s ; G L s cr
z LQ ~ r H
o ~ cRass CL B RIP RAP PP Z / F L l .Ol ' w V~
a o ~h EST. b T v F LT ONS F / 1 +30 _ ~ W
EST. 16 SY F.F. - ~ / ~ I I w - ~-r~T>- .00 z
W F CAT-1 w W ~ - - I -
o PROP. 5 SW - ~ +40 ~ ~ z
Y 4-15 RCP o N _ .0 w 0 ~ _ L. O ~ tfy
4. o V n '-1 "RCP CB 5p 1 ~ ~ ~
I m Q PROP. 2 -6 C&G ° 41 B CB I ~ ~ o0
W ~ WlLM1NGTON STREETS 15 53 ~ I ao ~0
~ ~ ~ O 24'CONC BL ~ 54 I a- ~ a, z A~ _ ~ Z
SEE ETAI SH w ~ E 2D }
V Ma V Q ~ Q I- m w kfr ~ ~ FOR P EST IAN EFUGE ~
F- PROP. I'- " - - - 0 6 C&G ~ o ~ ~ ~ N W w ~ a,
~ 160 = Q w ~ a,
5~ 20' 59.7' E 1 P 15 RCP m Cg PROPOSED RAISED GRASS MEDIAN ~ ~ o ~ _ I ~ cv I I CB J ~ z ~ ~
v ~ 155 BST I ~ H ~ Z U ~ C~~JZO
-6" C&G ~ ~ O PROP. I GRASS V . ~ V ; o Y I esr .3 P W cn z a z
Q N Q 149 150 151 __REI'rt01(~______ R Z WW3
~ ~ U~t~t~t~~ ~s~ err PLUG ~ ~ ~ JoaT,aPER J LANE , N - Z ~ J - - - Q J c~z~aw
R, ~ o ~ ~ ~ ~ _ _ -_____m~_ _ _ ~ ~ - I b m = I- cn ~ U I- - 0 159 ~ _
I I +
+ ~ Q p u ~ ~ V I ~ F- o ~ J F-
Q m WlLM/NGTON STREET N8L ~ ti I I ~ 60'TAPER
_ n ~ 24' CONC PROP. 2' 6 C&G _ 1 12' 0.5. ~ ~ 176 15" RCP 14 . ~ o 12' OS. I I a N , 4 O.S.
B I N _
W - ~ w o - .09-- _6 C8cr I~ W
- PROP. 8' - _Trr c; MULTI US - - - _ PATH (BSTJ z - - - ~ ROP.2' ~ P o w ~ +40 +40 .5 ~ I~ o
3 ' - ~ PROP Q ~ ~ + kl-- w m
2 ~ . , _ _ ~ PLUG - _ ~ o ~
O V ~ / - I ~ o ~ © OVE F z Ep ~ ~ ~
2 ~ _ / ~ --'rte-` MTL 0 \ ATy ( .02 / z W W BSJ') 58 0 ~ a
f- / ~ L T _ _ F .02 0 / ~ ~ ~ +6 ~
a . _ _ / I F ~ ~ +0 a ~ _ 6 ~ ~ ~ w
w ~ _ _ . _ - / F roi ouG F ~ ~ ~ ~ G A N W Z o ~ w ~
v wooD ~ ~ ~ ~ _ _ 1 15:1 \ SLINE ~ _ _ • T 10 GX 0 Z GQ ~ B, SIGNAL B O J V1
o ~ - ~ v PP TAPE ~ I- F C ~ Q I
CL B RIP RAP: 7 TONS REMOVE WOOD LINE N FILTER FABRIC: 22 F \ tic ~ 2 R ~ ~ \ 3 ~ o loo b ~ D LINE ~ ONE ~ IO ~ G ~
w PREFORMED S' Y' EXISTIN ~ Q / . OWN ~ ~ ~ II ,Y~ PLUG/ 2A 3 ~ o
> SEED SCOUR HOLE ~ _ _ ~5~ ETAIL B GUARD AIL 25.00 L _ o sic L ~ oNC R AIN ~ / ~ ~o ° o c5 CB 30 -
€i F I 50' 2 OO.OOFT BUFFER ZONE 0 8 °o =54' - - R
_ - NF - 7~ ~ - R= 5830.00 $ - 5 1'~ ING R/W L- 760.5 I - - -
EXISTING R/7T---------.-.~--- - - - - L= 354.82 5830.00 - _ - _ - EXISTING R/W - RCP P - 'gyp N7"31'42'E Chd= 759.97 - _ ° - - ~ CB
~T___ n i n - ~IF 13 36 23 Chd= 354.76 ~~0- ~aF Q DATE CB CK
l TOP OF IOO.OOFT 41 6 ~ 56 f _ _ _ 157 98.00 L
BANK _ = cL B I J + FILTER CL B RIP RAP 16 TONS 57 j lOO.OOFT TECHNICIAN ~ = FILTER FABRIC: 30 S. Y. _ ~
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21 ~ TDE S, U! 1 CITY OF RALEIGH
0 ~ DB 2466 PG 193 a ~ +31.00 ~ N 0 ~P ~ c~ ~ REAL ESTATE ID
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CB c ~ TyD.vv r,L INC®NM]~I,'1[°lE PI,ANS
FOR -L- PROFILE AND GRADE SEE SHEET FOR -Y11 - GRADE SHEET SHEET NO. 25 30.60FT,34.00FT DO NOT USE FOR R/W ACQUISITION N SHEET NO.
o _ SHEET N0.31 W
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- ~ ~ - ~ HISTORIC PRESERVATION D - 2P 54 01.7 D - 5T I7 44.8" - ~ / =SERVATION / / / /
L = !78 ' L = !27.73' FOUNDATION OF NC INC .5! OF NC INC / / /a / ~~a a
- T = 92.89' T = 7425' REI3AR / / /5 / ~
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RIP RAP GRASS •
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PROPOSED ADDITIONAL IMPERVIOUS AREA _ CITY OF RALEIGH 4,210 SF REAL ESTATE ID* 0121397 FOR -L- PROFILE AND GRADE SEE SHEET N0.24 ~ ]DO NOT USE FOR RAW ACQUISITION
FOR -Y9- PROFILE AND GRADE SEE SHEET N0.30 zo o ao 13 of
Z Q FOR -Y10- PROFILE AND GRADE SEE SHEET N0.3/ io Zo DRAWING NO.
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END PROJECT
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-Y~ STA. 11 +75.00 -Y9- STA. ll +OO.on END PROJECT
BEGIN CONST. gECIN CONST. U STA. 95 +20.08
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'rG~~ -YIO- STA. ]0+63.43
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DO NOT USE FOR CONSTRUCTION O
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INC~MY~]L~B°~ l~g,.~N~ PLANS
DO NOT USE AOR R/W ACQUISITION ~ _
20 O 20 40
PROFILE (HORIZONTAL)
Plans Prepared By: WILMIII tGT011 t STREET REH TGS ENGINEERS
HABILITA TI011 t q ~ 4 8
SUITE 141 FROM RUSH STREET TO 975 WALNUT STREET
CARP, N.~. z~5~~ OVER 11tORFULK-SOUTHER11t TEL. N0. [phone] O BRIDGE PROFILE (VERTICAL)
'11t RAILWAY DESIGN DATA
2002 ADT= 25,400 VPD
2022 ADT= 41,400 VPD
D = 55
E N G I~ THIS PROJECT C011lSISTS OF GRADI11lG, DRAI11lAGE, P SIDEWALK, SIG11lALS, PA I~EME11 tT MARKINGS, A11 tD r
'rE~ PAVI11tG~ CURB ~ GUTTERS DHV _ 15
!1tD UTILITY ADJUSTME11tTS (DUALS = 3% TTST = 2%)
V = 50 MPH DESIRABLE
45 MPH MINIMUM
PROJECT
LENGTH OF PROJECT = 1.483 MILES
J. RUSSELL ALLEN
r`L..1 A DI CC AACCIICD
G u if V CMS Al l La C~ C~ [9 NC DOT 2002 STANDARD SPECIFICATIONS 4TIONS
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