20140468 Ver 1_Permit Drawings_20140207

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Ci
m
cya
C, V'
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K41 t715
See Stnet I-A For Index of St is
See Steef 1-8 For Symbolog
GRAPHIC SCALES
20 10 0 40 80
PLANS
20 10 0 40 80
PROFILE (HORIZONTAL)
4 2 0 5 10
PROFILE (VERTICAL)
STATE OF' NORTB CAROLINA
DIVISION OF HIGHWAYS
11111,� 11 oil
LOCATION: BRIDGE #114 OVER STECOAH CREEK ON
SR 1237 (EVERET JENKINS RD.)
TypE� OF WORIc GRADING, DRAINAGE, PAVING! AND STRUCTURE,
7:
-4 I , I
ff
BEGIN PROJECT B-3458
—L— POT STA. 11 + 25
SR L9-5l
EVERET JENKINS RD.
02M
4
ENJO R JEC B-3�48
_I P T S T . + 5 .
D TAA�14 66 07
FQ ERTIXe
\,51
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD _
DESIGN DATA PROJECT LENGTH
ADT 20017 40
T = %
V = 25 MPH LENGTH ROADWAY PROJECT 1711P.10.R.28 = 0.055 nrite
LENGTH STRUCTURES PROJECT 17BPJ0.R.28 = 0.010 mile
FUNCTIONAL TOTAL LENGTH PROJECT 17BP.10.R.28 0.065 mile
CLASSIFICATION:
LOCAL
Pfepwed Fan
DIVISION Or, HIGHWAYS
1000 Bireh Ridge D,., Raleigh NG, 22610
&W
AM A Engineering, CP�,11,11r Sweet -Suite 137
M Consultants, InC. Fho�z:'919.297.0220 F-919.297,OM
7011 SLLVAIRD SPECIFIrMHONS
RIGHT OF WAY DATE, KEVIN S. HUTCHENS, PE
PROJECT Fm-,CvTzR
LETTING DATE BURKE EVANSPE
I PRofEcr PF-5m-v EN-rihEER
B-3458
3;3078.1 P, E.
I RW & UTILITIES
In'DRAULICS ENGINEER
ROADWAY DESIGN
E-NGINEER
P.E.
Oil
Mi
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUMON
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NCDOT CONTACT:
rf -T'
(I w rjr
JOSH DEYTON, PE
DIVISION BRIDGE PROGRAM MANAGER
[phone]

2 � 0
-y- -
PI Sto 12+39L3 PAD 0, 65' --
ITO4'-94.4'(RT) t4 05'37;4EG -50 -y- +67
. —,- 5 1 66 c:)
D 13'13' 562 3 1�,F V
M wo TkL P11 FL +44'
L = 106,36' 0•8. 90 PG, 447 cbm py PC Sto. 10+00.00
T 53,45' U 14*26'4 V)
LUCILLE JU4KI�6 29.6, WATER fk�
-BL-1 -y- A ;p
5-00.00 POT R 433.00' D.B, 89 PG. 839 RESERVO +75 DO NOT OtSTURS V)
25'& AETAL CAROPY
POT Sto. 10+00.00 PC Sto, 11+86,09 PT Sta. 12 -f 92.44 45, ROC�
L PT Sto. 10+69.58 -BL-2 8+61.82 PINC-
iSFD bALK �GHT
ED 00
NV 1003 ]1 PC Sto. 10+80�W
1801,14 MOT dELL �- B�� I- 7 +78.49 MC 0 naa SPECV WERAI V DITCH POINT NOT SET -<
F SEE 0 AA Ll
END PROJECT B-3458 lz
10
2c -L- STA.14466.07
F PR PERFY LINE WE -2 PT Sta. 11+71.16
VINTA',VED Rd, O RT 31M
v3 PC Sto. 11+82,79
BARII ry ftv3 (At .71T TL-
BIA F
NJ 28 Wl 'F
31,89,
4-
BEGIN PROJECT B-3458
-L- STA.11+25.00
CARTER JU; NS
D.B. 78 PG 489
RR ABST54CT
D.B. 290 PG, 7@
DETAIL Ll
SPECIAL LATERAL V DITCH
F01
Gaard 2.% D
Xll.. D - 1.5 FL
M - �
- d1.0 Ft.
Type fU�v- FSPJA
FROM -L- STA. 13 +63 TO STA, 14 + 50 LT
111 11111 HLIH
a
it
DETAIL L2
STANDARD BASE DITCH
I
D
A d
t— d -1 .0 Ff.
B b < 60 0-3 Fi.
Type
FROM -L- STA- 13 4 33 TO' STA- 14 +12 RT
BM#2
-BL- STA. 7+13,99
39.63' RT
ELEY =1803.97'
12
PI = 12-850.00
EL = 1406,59
VC = 220'
K = 31
V 25
hODD POSTS
tM RN15
l A.D ak?E DUCH
DrTAA L2
41 hiv/
"58" R09ERT T. SH E05
D.B. 158 M 412
RK ABSTRACT
D.U. 29I PG. 453
13
14
14
PT Sto. /Z
O�
N111,111,
I L
BM#2
-BY]- STA. 9+57,90
— — — — — — — — — — --- 41.68' LT
— — — — --- I EV - 1827,85'
FXOJECT REFERENCE NO.
I
I SHEET NO.
B-3458'
INCOMPL
LRY
E PLANS
---j--l-
RW SHEET NO.
';OXD'NAY DESIGN
VNGIN CER
ENGNEER
= MA Engineering
MONSULTANTS, INC.
,,t Chatham Street Suite 137 Czry,t;C27511
919.297M2 Fax.: 919,297,0221
-y-
PI Sto 10+35J5 PI Sto 1027,56
A = 19'56'01.3*(LT) 8 = 4(7 09'53.4- QT)
D = 28'38'52.4* D = 44"04' 25.2"
L 69.58' L = 91.13'
T 35,15' T = 47-53'
R = 200.00' R = /30.00'
PI Sto 12 +23 .15
A = 18'4Z3IB' (LT )
D = 23'23'09.7'
L = 80.00'
T 40,36'
R = 245XU
Mm - PAVEYElff REMOVAL
STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE =
I
PRELIMIN
Do twr -
PLANS
CONSTRU�N
INCOMPL
LRY
E PLANS
w Nor uss ran
Alw ACOMMon
= MA Engineering
MONSULTANTS, INC.
,,t Chatham Street Suite 137 Czry,t;C27511
919.297M2 Fax.: 919,297,0221
-y-
PI Sto 10+35J5 PI Sto 1027,56
A = 19'56'01.3*(LT) 8 = 4(7 09'53.4- QT)
D = 28'38'52.4* D = 44"04' 25.2"
L 69.58' L = 91.13'
T 35,15' T = 47-53'
R = 200.00' R = /30.00'
PI Sto 12 +23 .15
A = 18'4Z3IB' (LT )
D = 23'23'09.7'
L = 80.00'
T 40,36'
R = 245XU
Mm - PAVEYElff REMOVAL
STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE =
1500
CFS
DESIGN FREQUENCY =
10
YRS
DESIGN HW ELEVATION =
1807,6
FT
BASE DISCHARGE =
2800
CFS
BASE FREQUENCY =
100
YRS
BASE HW ELEVATION =
1809BO
FT
OVERTOPPING DISCHARGE =
1700
CFS
OVERTOPPING FREQUENCY=
104
YRS
OVERTOPPING ELEVATION =
1808.9
FT

ADDTTIONAL INFOUI.A'"ON AND COMPUTAPONS
.......... ........ ....... -- ....... ......
........... —
............ ............... .........
........... ................................. .............
Ys � (9-9) ff 169 T/ f096) 'J - 9LG - 5-Y
.................... ...... ....... ............. ...... ...................
USE................. ................................ ......... ......... ........... -
A HU T A /EAT f 5 CW R. K, , 0 B 2.. K2 - OM, Fr - 11, / ( g Y, 15. Y, - Y� r 2-2 M K,. 't F r) I - 7
............. I ............. ......................................
Fr - 1. 1711(322)(4-94.1.1' - OD9
................................ ...... - ...... ........ ..................
Y, 153) Lr1227X0B9X96X 17415-3)IOD91"+ 11 - f5. t'
............ ...... ............. .................. .......
Fr - 0871[1322X67O135 - OM
...................... ............. ............
Y, .1623) [(2ffX0.82X0R,3X7516.? V JOD6J 4'r 11 - 12--
........... ........................ - .......
SITE DATA
D-rosg. A- _ ...... R.1-SUJARE. MILES So_ . ............. 1JSS.WAO.0 SKEECEE)
.......... ..... ....... .
Rrrer Ysin _A
..........
ST— Cl-'e alio- (Such as Trout,. High Q..Kiy. Vl.kl, efcn) .............
Dal. on udig S!Ndort
SPAY I CO 4ad *
............ ....... --- ...... ...... . 3.141 ftie-f Opeaijj. 1672 s -f.
NV.1e -W Opvi'ng Bit- 10D), WS Et-
Nbds is o ........ High
D.T. on Srnwetures Up and Do,,- Slleo-
.......... _-- ........... ......... ........
FLOOR OY - SYOUAT MASMIARY.SPAke 1 0 4X6
...............
(EX. 100 KR.FE)')A ELEV
-ls. 07 RS 19733b)
Gags Std;rrn P.,kd aI Rc.,ds ........ ...... .. y
.............. s.
Ma, Msd-g. 0s, Dole ...... _ A,�A F,oqvenq
Not-i-I Fl-d kf.-fl..; CA9"Ie LAIL
S7 2275 LOWER STffOAq RD Pcdod of
................... .... yrs.
to )0%j: PROVI
,P,E,D re6od of
Ifis Al2 . ....... ....
Fr". jg. tr-y,,Swce T&1ffv,-1,,1,1Vr,&A,, ..... Resiad I
DaTe .......... JI. Esi, R. q:- -, . - )T.SOUMO »,...:...,. ............ __K-J dg._ .......
Ksloiical Scour Info, Gen-I .... RJL—Jt. C—hd— .... ?MA ..it. L*<.l !?/A ftd
cf-m sip.., Normal Valer S.dc. EJ­.,.....
FEVA STV91'
)&-Tag's n: L0 0.13 .p35.-Chwncl Right 0�11 .... .P�. ... S..-
n..d wdylsl.4- --- "'-E-Sob=V�n . ,...YES
F?*od Shady ICOr- D:schang.j -tf.s. WS El.,.: V44, vrith.
Ri-rStcfmn 19738.6
DESIGN DATA
Hid'.Ink.1
Hydrourk Design Nmfiod YERSi0.Y31p .........
Floods Evaluated. fteq' Q
V) W4 141 fit
0 Ehw SWIn ... -V� ...... .--1 -- ... Az-
19733.6 25 2000 M92 1-3
... ............. ...... ... ..... ......
100 2" 1803B4 1-3 8. 1.fls
....... ........ ---- ....... .... -- ... ........... .....
-Jm,?gm - ---
JOO 38U0 /9107 r5 93 T /,s
A-.g. Ch.mcl V.1-Ity ... ...fps. Aw.ga O,ebonk V.I.;Iy Pe5bn) ........ -Jp-
C-,p,O..d S—:: G.-.I: ....... ..h. Cn+,.,tk.
Is a Flo*dway kF&i- Pqofrcd; m ............... - ..............
BRIDGE SURVEY & HYDRAULIC DESIGN, REPORT A-rd
K C. DEPARTMENT OF TRANSPORTATION
DMS ON' OF HiGhhVAYS
101
HYDRAULICS UNIT
RALEIGH, N. C.
8-3456
... --. _
C—ly - G_t'. M� ... A,H. . � Sidg� Cwt R,;ds. 1 N.-IH
5R IP-V
On...........
R—a.jcd sf-t-
11— ... — ............. ...... .............. ...............
Recommended Width stcwv ... -J'D., -
R-am.-d<d L..fi.n is EM;ag C-si.2---- F-1 -
Sw-id. Tier 0 Tier 0 Sub-RV'.-J'r- 0
8-,ch 10,od, is --TK ...... ...... ........
-BL-S17A 7-1359 39SYRr El., _J003-97 h. D.hm H!UO R5
-.1- ... ............. ... .......
Temp-ry Q...9 ..STA6E.C6VSTM-1CT1O1Y. NO TEIVPOWf CMSSIAV REOUIREA
.......... ... ­­ ............. ..............
r-
E
L
Assist, ed 11r.
Engive
at ReAs-d br.
W
-1
INFORMATION TO BE SHOVeN ON PLANS
P.CAUEFAMEJ.
SEAL
Data
VIS EL.T.V,rn Q RimrSt-C-n
1973116
................ -
tf
)9D-"q,s:
... cf-
&
130se flood; DaS,hogz --A
Xf�.
O-d.ppl,,g: V-h-qo ........
1700 ------- c C, F,.q.-y --------
1orf-1.
El . ......
X VE5,10 VAIhTAMS EXISTIM7 LEVEL OF SER110E
ADDTTIONAL INFOUI.A'"ON AND COMPUTAPONS
.......... ........ ....... -- ....... ......
........... —
............ ............... .........
........... ................................. .............
Ys � (9-9) ff 169 T/ f096) 'J - 9LG - 5-Y
.................... ...... ....... ............. ...... ...................
USE................. ................................ ......... ......... ........... -
A HU T A /EAT f 5 CW R. K, , 0 B 2.. K2 - OM, Fr - 11, / ( g Y, 15. Y, - Y� r 2-2 M K,. 't F r) I - 7
............. I ............. ......................................
Fr - 1. 1711(322)(4-94.1.1' - OD9
................................ ...... - ...... ........ ..................
Y, 153) Lr1227X0B9X96X 17415-3)IOD91"+ 11 - f5. t'
............ ...... ............. .................. .......
Fr - 0871[1322X67O135 - OM
...................... ............. ............
Y, .1623) [(2ffX0.82X0R,3X7516.? V JOD6J 4'r 11 - 12--
........... ........................ - .......
SITE DATA
D-rosg. A- _ ...... R.1-SUJARE. MILES So_ . ............. 1JSS.WAO.0 SKEECEE)
.......... ..... ....... .
Rrrer Ysin _A
..........
ST— Cl-'e alio- (Such as Trout,. High Q..Kiy. Vl.kl, efcn) .............
Dal. on udig S!Ndort
SPAY I CO 4ad *
............ ....... --- ...... ...... . 3.141 ftie-f Opeaijj. 1672 s -f.
NV.1e -W Opvi'ng Bit- 10D), WS Et-
Nbds is o ........ High
D.T. on Srnwetures Up and Do,,- Slleo-
.......... _-- ........... ......... ........
FLOOR OY - SYOUAT MASMIARY.SPAke 1 0 4X6
...............
(EX. 100 KR.FE)')A ELEV
-ls. 07 RS 19733b)
Gags Std;rrn P.,kd aI Rc.,ds ........ ...... .. y
.............. s.
Ma, Msd-g. 0s, Dole ...... _ A,�A F,oqvenq
Not-i-I Fl-d kf.-fl..; CA9"Ie LAIL
S7 2275 LOWER STffOAq RD Pcdod of
................... .... yrs.
to )0%j: PROVI
,P,E,D re6od of
Ifis Al2 . ....... ....
Fr". jg. tr-y,,Swce T&1ffv,-1,,1,1Vr,&A,, ..... Resiad I
DaTe .......... JI. Esi, R. q:- -, . - )T.SOUMO »,...:...,. ............ __K-J dg._ .......
Ksloiical Scour Info, Gen-I .... RJL—Jt. C—hd— .... ?MA ..it. L*<.l !?/A ftd
cf-m sip.., Normal Valer S.dc. EJ­.,.....
FEVA STV91'
)&-Tag's n: L0 0.13 .p35.-Chwncl Right 0�11 .... .P�. ... S..-
n..d wdylsl.4- --- "'-E-Sob=V�n . ,...YES
F?*od Shady ICOr- D:schang.j -tf.s. WS El.,.: V44, vrith.
Ri-rStcfmn 19738.6
DESIGN DATA
Hid'.Ink.1
Hydrourk Design Nmfiod YERSi0.Y31p .........
Floods Evaluated. fteq' Q
V) W4 141 fit
0 Ehw SWIn ... -V� ...... .--1 -- ... Az-
19733.6 25 2000 M92 1-3
... ............. ...... ... ..... ......
100 2" 1803B4 1-3 8. 1.fls
....... ........ ---- ....... .... -- ... ........... .....
-Jm,?gm - ---
JOO 38U0 /9107 r5 93 T /,s
A-.g. Ch.mcl V.1-Ity ... ...fps. Aw.ga O,ebonk V.I.;Iy Pe5bn) ........ -Jp-
C-,p,O..d S—:: G.-.I: ....... ..h. Cn+,.,tk.
Is a Flo*dway kF&i- Pqofrcd; m ............... - ..............
BRIDGE SURVEY & HYDRAULIC DESIGN, REPORT A-rd
K C. DEPARTMENT OF TRANSPORTATION
DMS ON' OF HiGhhVAYS
101
HYDRAULICS UNIT
RALEIGH, N. C.
8-3456
... --. _
C—ly - G_t'. M� ... A,H. . � Sidg� Cwt R,;ds. 1 N.-IH
5R IP-V
On...........
R—a.jcd sf-t-
11— ... — ............. ...... .............. ...............
Recommended Width stcwv ... -J'D., -
R-am.-d<d L..fi.n is EM;ag C-si.2---- F-1 -
Sw-id. Tier 0 Tier 0 Sub-RV'.-J'r- 0
8-,ch 10,od, is --TK ...... ...... ........
-BL-S17A 7-1359 39SYRr El., _J003-97 h. D.hm H!UO R5
-.1- ... ............. ... .......
Temp-ry Q...9 ..STA6E.C6VSTM-1CT1O1Y. NO TEIVPOWf CMSSIAV REOUIREA
.......... ... ­­ ............. ..............
r-
E
L
Assist, ed 11r.
Engive
at ReAs-d br.
W
-1
"Oo CM041",
. .........
W
P.CAUEFAMEJ.
SEAL
Data
RS REAMSX.F.
............. ..............
RS 4N'EJ,6i.kY'PE
0 21'656
................ -
tf
:%1,11A Engineering