20141011 All Versions_Application_20140923

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L ad ngineer, Date
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�� Devision tnvir6TfPPfentai Supervfsor, Date

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See Sl�et 7-A Fo� Index of Si�els
See Sne,e) 7-B for Symbology SI.�eY
- - - DETOURROUTE
TO TEAGUE LN
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� GRAPHIC SCALES DESIGIV DATA
� 540 25 0 50 �pp ADT 2009 = 350
■1�7�.� .-t- J V = 55 MPH
� � PLANS
2 � 5L0' �25 0 50 100
y LL17�
� PROPILE �HORIZONTAL)
��-,`--', � 10 5 0 10 20
'� U �l�ll�( ��
_,� PROFILE (VERTICAL)
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�'lI"r�"If°�; !�ii[° ;'v"�O�g"1[°i[J[ �:��7�CC�:[,1[1�:�
]����';��1:�1�' ��f' �)�`�p�1�5"S'f��'`�'
FORSYTH COU11tTY
LOCATION: REPLACE EXISTIIVG BRIDGE NO.I53
SR 2631 — OGDEIV SCHOOL RD.
TYPE OF WORK.• GRADI11lG, DRAINAGE, WIDE11II1VG, CORED SLAB
BRIDGE A1YD PAVEMEIYT MARKIIVGS
-L- Sta. 11+00.00
BEGIN
-L- Sta. 10+75.00
BEGIN TIP PROJECT BD-5109R \ /0
BEGIN BRIDGE
Sta.11+g0.08
-L-
1(
OGDEN SCHOOL RD. SR 263i
�,.
y $,
PROfECT LENGTH
LENGTH ROADWAY TIP PROJECT BD-5109R = 0.039 MI
LENGTH STRUCTURE TIP PROJECT BD-5709R = 0.013 MI
TOTAL LENGTH TIP PROJECT BD-5709R = 0.052 MI
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R-�'.
G,5
5 '
O�O�,
F' ,.
PLANS PHEPARED BY:
zmz sraxnna�
=�,
Sta.
1•�-'L_ �BD-5109R
—,..n..d..o i _d,�—
-L- Sta. 1_3+Z5.00
END RESURFACING
-L- Sta. 13+50.00
END TIP PROJECT BD-5109R
°LANS PR£PAREO FOR:
ilON OF HIGHWA
)000 Bird Ridge Dr.
Ra(eigA NC, 19610
RIGHT OF WAY DATE: TIM HAYES,PE
- - � nxo�scr uxcrxesa �
SEPTEMBER 20, 2012
LETTING DATE: ERIC MISAK
OCTOBER 22, 2074 PRO)Sf,T D£9CA SNG)AJ'SR
NCDOT CONTACT.� �TTHEW JONES, PE �
DIVlSlON Hp(DfE - PROGMM MANAf.Fe
,_ _
0
��
0�
ZZ
_ _ -- — To NC 66
HYDRA
ll �
��b1�qbMY��'CC/< DIVISfON OF H7GHWAYS
yE93%by��� STATE OF NORTH CAROl.lNA
0)3�Stp �l, S4 — - '
� � yy N4hI/,.
�81NE�:��P�` � � �
� e OW o�O �e � %�
IWIUO� P£
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"`.,'y :' �YP4'A ,

� I��OYdSY'V'll-I CC3UN'H"�° _._ CURVE OATA
-L- STAIl+69D8 .or„oas.n� _. -_- �. -_.__._._--___.___
-L- S7Al2+58.33 vu=a�<.n- Y��P' IMF'R,C3' 13RIUGE PlSfo 9+36.77 PlSto /3+22.35 PlSta 15+22D
BEGIN APPROACH SLAB END M?ROACH SLAB � - �= f 39 29P (LT) �= Z 55' 15.8' (R71 �= 1358' 469' (R7)
� STRU['PLRL 33n153 D= I'l6'23.7' p= 2'pp'l2J' D= 932"57S
B:l �' 8:! . . �-s ov-u-uaa L= 12495 L= 145.8Y L= 146.40'
7APFR , ��,ER . wns 45ass.�.te T= 6250' 7= 7292' 7= 73.56'
_ � -L- POT S�o /1+00.00 � ' r � �'�n nD sion R, R= 4,500.00' R= 2.860.00' R= 600.00'
_ BEGIN RESURFACING �� O � 4"x8" �ECK DRAMS (BOTH SIDES)
aaBOF oEVE�oPMENT CoRP 5' SPAQNG
' l2' Z��-�� °i 7�ER � oe isi3 vic eos � 4A.11+862a TO STA. 12+01.40
�"� �"�� CLEAR � -L- POT Sfo. 10+75.00 - LAND GiG LAST STA. �2 �31.20 TO STA. tt+41.P0 Nc caio -
' 8:l ROWY \ �H�r' BEGIN TlP PROJEC7 BD-5/09R � .: PfiST$ DO NOT DISCHARGE TO OPEN WATER Nqu e3iNS�5 xoa�
SNOULDER
7APER BeRM GUT7ER +5G �x�^�AT�a�+ ' -L- POC SIa.13+25.00 I
-L- STA11+80.08 -L- STA12+47.33 5� ---Ja---�{{{ � ��� ` - END RESURFACING
BEGIN 8RlOGE END 8RlOGE �2C -L- P7 Sta.9+99.Z6 7YPE nl , � �`r ' +82 +80 -L- POC S1a.13+50.00
SKETCH SHOWING DIMENSION OF PAVEMENT 50= +65 .� - � 65'
AND 3HOULDERS IN RELATION TO PFOP03ED 7�� sy /
BRIDGE WIOTH '" �
PUE PUE , -' �E E -
i0P a Yoo ; �. �
30' .PUE �qe�x��
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r `�..)�t�l � � ' ' �z
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S 8640'307 E -� 88'l5 59B' �ra"'GRA�
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DEfAIL A '° R�=
2 X 2 SCOUR PAD � - .� � I
1 N �fa S.otel m +20 � ° }25 �' . �un Sr xCV � /rF
� BRIDGE UKK-� P 3O� j�' �� b�99 '� R I(Y
DwN � +ZO }�g PROP.4"S7ONE,- +1� I �
'. 0 45' 4y , ORNFWAY�� . 301c
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GNOUND � .... ..._ � � . .
FlIIER FABWC-� �'� � � �"
IYPE OF LMER: CUSS B RIP MP �r�Jr,".pa'e%�
- aze,
STA 11+8610 RT 8 IS � � ''
STA 11+91.70 RT 8 LT �
STA 11+96.20 RT 8 LT
STA 12+07.20 R7 8 LT ��� �
STA 14+37.10 RT & lT �
$TA 1P+36.20 RT 8 LT
STA 12+41.40 RT & LT �
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ENGWEER
�•oP4`EtfJa��y:
F? ryqo� pEAI � �
V CI116I �
I � � Id Sa END 77P PROJECT BD-5/09R I �"�� "w
+BO
R Ve / p� 3a
� +75
P - �O
" �PUF -
,II I i F �NPE 111 _�p +i890 L PoT S1o.16+03b9
r :°- R4U 33it F - -. . op .. 30.43'
' f mi � . iuv:car +l60�.pUE TlE 70 .,�� - _ .. - . _. _ _
�s xcrrv �S 85'20'44,0'E 50' FXl.ST.R/p✓ �ea a.whicrceR.da. .. . . ..
I AN� WIFE
. 4jGRAU 350 ._ MAflTHA R. WHICKER
�5� �, F � - _ i OB 1221PC I
R .s�-' . ' � - . -- _S�r .
r ��z � �i A.�5 � 's>�.F 9
30 �� �
E�If /0_I� �I. +75 -L- PC S)a. 14t98J0 � i �-�«.,s� %
\ 40' -L- Pi Sia.I3+g529 j
� I`-TYPE III - : -L- PT 5)0. 15+95J0
LCLASS B RIPRAP /�
�� w/FILTER FABRIC O r
� ! I�ON �EO O. WHICKEP. JR.
5 SY FF nr�o wirE
MAPiHA R.WNICKEP
-L- PC Sfa. 12+49,43 oa inz vc iaeo
� u ..�7 ��, �� .p�"° ' I
j- NU�BRI. : _._._. � _ '_ ' ._ _' _�-_
i STA 2+4 3 ��
� -L� Sta.1�+7 00 � � �
'�,_ END GRAbE _ �
: EL 8 7.63' - � f �- - � - * -
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R�1- - - i9 /,�+ : :
� QSED �,A'/ : MEl T GR
E] I EN RE 11RF CIN �
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11 72 13
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_ _- BRIDGE HYDRAULIC DATA �__. _ _ _
� OESIGN DISCNARGE = /650 CFS
- OESIGN FREOUENCY = 25 YRS
DESIGN HW ECEVA7/ON = 846.3 FT
�-�- BASF DISCHARGE = 23/0 CFS --
BASE FREOUENCY = l00 YRS
BASE hW ELEVATION = 847b1 F7
OVERTOPPING DISCHARGE = 2250 CFS I.
�-� OVERTOPPING FREOUENCY= <l00 YRS --
C!✓ER70PPlNG ELEVATION = 84/.4 Fr I
850
;_� T i 1 � I I�-

-- PUE —. _
— PUE -- —
30 15 0 30 60
1i. I" (�) � I C�) �
ARBOR DEVELOPMENT CORP
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PUf — — PUE � --- PUE --
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BMI
N=S44054
c=�1679005
ELEV�=843-71
� � �)\ "I'I'�(�>I. I"I..�� \
A"x8" DECK DRAINS (BOTH SIDES)
5' SPACING
STA.11+86.20 TO STA.72+01.20
STA.12+31.20 TO STA.12+41.20
DO NOT DISCHARGE TO OPEN WATER
' PUE -�__ i
; — PUE��� �
_ _ - --_
_ —_—_ P� �a�
E
_._ _ ---- _ : F
... �� -- \
oTD -. � - . �..
LEO 0. WHICK�ER, JR. �� � '.
AND WIFE��� ! � � .
MARTHA R. WHICKER � ° � " �
SXEkT NO.
NC GRID
NAD 83/NSRS 2007
NOTES: ANY OEVIATION FROM OPTIONS GIVEN WIIL
REQUIRE PRIOR APPROVAL BY ENGINEER.
AOOITIONAI EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
SHEEi NO.

830
820
+
0.3400% _
srn. = n�.so.00 -�-
E�. = eqa.os
GRADE DATA -L-
=L 89&Ak
L_
oanwrv er : x. wxi�e oare , du�r zma
CHECMEO 6Y :__.. B.LOFLIN ppiF : JOLY 2019
bIA.I1+90.OB -L-
EL. 847.95
BEGIN FFOM SLOPE
STA. ll+72.09 -l..
FI.. 847.97
TO SR 2630
W.P. "1
FILL FACE cJ END
STA.11+8�.08 -L-
1._0„ MIN.�
l��z:1 SLOPEJ
INORA4AL TO BEN'1
ITYP.)
[.���P►�
WATER S�RFACE
EL 8s7.Ot
U2/06/201ll
EL847.6! ELB47.6��
OI00
EL. 847.61
EL 941.2 `- �
GRAOE TO\ i G?ADE T�'
�a �'����_ - � � oaaiN
> —
�� EL 836.8± EL &420
EL 835.e-'� EL 835.9'
CLASS 1I RIP RAP
(TYPJ
EL 8420
�����17���
1'2+50
rrrP.i �
FILL FACE (J ENO BENT 2
STA.12+41.33 -L-
EL. 847.72
BEGIN FRONT SLOPE
STA. 12t5S21 -D EL 847.4=
F1X_ EL 897.69
_ __________—_
/�LOW CHOftO
_ ,�"i EL 845.01
A?PROXIMATE
�1'-0"MIN. EXISTING GiOUN�
— HP 12x53 STEEL.
PTLE (TYPJ
END BENT 2
SECTION ALONG -L-
SECTIONS AT EN� BENiS AP,E AI RIGHT ANGLES
1'-0"MIN.
BERM
EL 840.15
L-� I
i
i
I
/�
%
/
33'-
IW
� �
U
N
0
m
m
a
EXISTING
SUBSTRl1CiUR[
1
\�
\
(FILL FACE AT ENO BENT 1 70 FILL FACE AT END BENT D
PLAN
PILES NOT SHCN'N FOR f,LARITY
EL 839.93
STA.12+97.79 -L-
STA.12�99.43 -L-
CURVE DATA
PI Sta 13+2235 -P
0 = 2°55'15.8"IRT)
D = 2°00721"
L = 145.81'
T = 72.92'
R = 2,860.00'
TO N 66
I F.A. PROJECT N0. BRZ-2631(ll
HYDRAULIC DATA
DESIGN DISCHARGE ____________________1650 CFS
FRE�IJENCY OF DESIGN FLDDO______....._25 YRS.
OESIGN HSGH WATER ELEVATION ______..896.3
ORAINAGE AREA ________,,. q,9 S�.MI.
BASE DISCHARGE (Q1007 _ __2310 CFS
_"'__-_____
BASE HIGH WATER ELEVATION ________. 8�7.61
OVERTOPPING FLOOD DATA
OVERTOPFINC FLOOD �ISCHARGE _______. 2250 CFS
FREQIIENCY OF OVERTOPPINf. FL000 __ C:00 YFS.
OVERTOPFING FLOOD ELEVATION ___ . .e97.4
��.. .. i—=- ;' 7"MIN.BERM
I NORMAL TO CAP
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i
—J p,_p,�
i' �
� SLOPE i'/:1
T""
EARTH BER�N � CROl1N0 LIKE
� caP
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FILTER FABRIC � �
�.PSfi _cArso(;'�;
\',�OpO( E$S/Q 9,'�'y'�
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= u nas3e =
e: . :
PARSONS J 1�`:"!��1e=.•~�•�
BRINCKERHOFF ��'�
e��rt�w.ce-�arrr 9��i
iu�i�ciinc nw —__.-' - -�- .
um+an vo.rva�es
RIP RAP DETAIL
I HEREBY CERTIFY THESE PLANS
ARE iHE AS-BUIIT PLANS
PROJECT N0. BD-SIO9R
FORSYTH COUNTY
STATION: 12+i3.7o -L-
SHEET 1 OF 2 REPLACeS BRIDGE N0.33015'
sine or xoA.x c.aaiixe
�EPARTMENT OF TRANSPORTATION
w,�er�x
GENERAL DRAWING
FOR BRIDGE ON SR 263] OVER
A880TT5 CREEK BETWEEN
SR 2630 AND NC 66
REVISSON$ SNEET NO
N0. BY: pAiE: NO BY: pAiG I �-j