20201293 Ver 1_bridge 73 plan sheets_20201001

' DocuSpn Envelope ID OA71D0Fa.E BS DEL l Fa-BAFA-:SC104E B12A9
COMPUTED BY:SGM DATE:341E4020 _ PROJECT NO. SHEET NO.
CHECKED BY:JLT DATE:311W2020 B-6012 3B4
• STATE OF NORTH CAROLINA
SUMMARY OF EARTHWORK
IN CUBIC YARDS
Station Station Uncl. Embank. Floe row Waste
Excay. +%
-L-11+00.00 •L-13+12.70 10 56 46
BRIDGE
-L-13+85.30 4.16+50.00 31 110 79
PROJECT TOTALS: 41 166 125
EST.5%TO REPLACE TOP SOIL ON BORROW PIT 6
GRAND TOTALS: 41 166 131
SAY: 50 150
-N-•DISTANCE FROM EDGE OF LANE 10 FACE OF GUARDRAR.
TOTAL SHOULDER WIDTH•DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
RARE LENGTH•DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAL.
W•TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL GUARDRAIL SUMMARY
G•GATING IMPACT ATTENUATOR TYPE 150
HG=NON.OATING FAPACT ATTENUATOR TYPE 151 IN FEET
LENGTH WARRANT POINT f Mr Ult.I. TOTAL FLAIR LENGTH W ANL.HORS LAP.ATTEN.TYPE BMW/VG 8RE0EL
UNE DTOPCURVED DOUBLE FACED MPH. TRAIL. FROM SHLDR APPR. 'TRAIL APPR. TRAIL GREU NI B83 350 REMOVE EXISTING EXISTING
memoBEG.STA. END STA. LOC. M END END EO.L WIDTH END END END END III TLJ AT-1 SC SC EA 0 -NG GUARDRAIL GUARDRAIL
-L- 11+20.06 13+20.06 LT 200.00 13+20.06 2.42' 5.42' 50' 1' 1 1
-.1. 12+23.96 13+05.21 RT 81.25 _ 13+05.21 2.42' 5.42' 50' 1' 1 1
-L- 13+92.16 14+67.16 LT 75.00 13+92.16 2.42' 5.42' 50' 1' 1 1 _
-L- 13+76.33 14+05.88 RT 37.5 13+78.33 1 1 RADIUS•30'
SUB-TOTALS 356.25 37.5 3 3 1 1
LESS ANCHOR DEDUCTIONS
TYPE III 36118.75 ft 56.25 _
GREU TL-3 36)50 ft 150.00
AT-1 1@6.25 ft 6.25
TYPE III SC 1@18.75 ft 18.75
ANCHOR TOTALS 206.25 25
GRAND-TOTALS 150.00 12.50 3 3 1 1
SAY 150.0 12.50 3 3 1 1
ADDITIONAL GUARDRAIL POSTS=5 EA
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. COMPUTED BY:BAJ DATE:311612020
See"Standard Specifications For Roads and Structures.Section 300-5". CHECKED BY:REL DATE:3116/2020
LIST OF PIPES,END WALLS,ETC. (FOR PIPES 48 INCHES& UNDER)
EwwaALUT F :;1.' `i C m BRENATgNS
VIA IIcx o aro.13811 8 � $;� Y c.B. CATCH BASIN
DRAINAGE PIPE CO.PIPE RC PPE RL.RPF 88
(RCP.COP,CARP,HOPE,a PVC) CLASS III CUSS N 138.110R +?S
_ _ q STD.pPp II NARROW DROP INLET
W (UNLESS NOTED FRAME GRATES. C DJ SOOT INLET
�'�' OTNERMSEI UN ARDX000 D G.DJ. GRATED DROP NILET
Fi_ 6 016656R0 t1003 8 O3ABN Si INPAROW SLOT)
ci JUNCTION BON
SIFE O - - 5 Ir Ir Ir 2C 3r IC Br Nr D a R o Ir 15• 1r 2r 3r PC II• R• Pr IS" IF 31' m' 36- IC 4r II' IS' Ir Ei' 3r Sr or Br CU TAROS
; ' lM. NunxOlE
6 r 1.801 TRAFNC BEARING DROP INLET
__ _ _ _ -• ' 1 I S S A B O • S u i TBJB TRAFFIC BEARING(UNCTION
IHFKXE55 n s o �A
OR GAUGE P. S B S H ' I 3 ¢, $ $ I TYPE OFGRBTE $ y e a
S �' h if. e u EFG $ 3 u , $ F REMARKS
-L-12+76 11RT 0401 2555.4 1 1 1
0401 0402 ?� 2552.6 2552.4 24
-L-14+12 32RT 0403 11r �, �'L�y,�1 rJ j� 36 _ _ _ _
-L 14+55 27RT 0404
40
- _ _ --L-14+16 29RT
21
-L-14+50 25RT
30
•
TOTALS 36 24 40 1 1 1 51

0a?Se71 E•.el:e100510114EE:Ds'raN'a.1,1,1E1'2A9
v -L-STAIN APPROACH SLAB R TOS ENGINEERS
11 END APPROACH SU8 �■�
-L- R r DETAIL 2 i' H04-C N.LA WEER E ST PROJECT REFERENCE NO. SHEET Np,
VAR. • - 1,-1„ STANDARD DETA'wDITCH UTER�BAST DITCH O SMELGY,)NC 28T50 B-6012 4
76-0003
m 4. L 1
bRAY
/P�-eeee�-// / N END BRIDGE MADI50N COUNTY ROADWAY
ENGIN DE ENGINEER
-/ iS I_- ROADWAY DESIGN N•C0.4VDC5
N 1 //�©r :o /� eM1. : roger ° "' �°`• -L- STA 13+85.30 BRIDGE #560073 '
d #':.4.A� Dr'' CAEp',
O LL e w a- I°D .o0os 2F o 9l y ,,,,,
/®�® �' o . .I:F „H,.„ ., -L- PRC 14+84.43 •:'";
rss.er uPA'- awss a cr+•P B. z0 F1. O Et'14'ye.�... •,
/-,/ -.-// d CB 27 Lt 114 N e114,4,- cb,r'e R,R6 b. 7.0 F RAYRBM C.CARO■UI J[P.L � '' "-
°8 2T4 PO iM FROM STA 12-e61-RT. FROM{_ P NAD _ / - 35018 16600 ' '
STA 1 OE=TO STA ls'75 RT "'� 20' <� o Ton END FDPS 2O1 `'.fticlnLtN - P",'Fa to :,
PF III p
''-1' Cu O BEGIN BRIDGE _ ES DOE- '°" N L-STA.15+05.21 • of VAR. SHOP cuRvE • GI NE ,�
2,_5„-7O _., 1_30' Te _)1 '''.,4„T41�1'L. sr!_�:...
BRIDGEISOADWAY RELATIONSHIP SKETCH -L- STA 13+12.70 EXCAVATION 010215 ITIP1 '• .t TBrs Te�4H mAauPlOx '•,n,,,r( T'Auzc
IFOR STRUCTURE PLANS,SEE SHEET S-1 THRU $mill CONCRETE DITCH -L- PC 12+4379 CLASS It RIP RAP ,,F�.t t -4.43 10 By DOCUMENT NOT CONSIDERED FINAL
BEGIN SHOULDER V 20' - SEE SHEET 2A-I .4374 AcLos EST.40 TONS G`" jS°0h• H •
JS�, E 10 00 le/ Blf 1_& UNLESS ALL SIGNATURES COMPLETED
BERM GUTTER r P.P MODIFIED colic. 3000' oN I.P t s 6J�TR ..1_
-L-STA.11+22.00 PI /FIV:0T1T
(•a ,L-LA. A4 •04'b .w-90 �- PT l6T'//.JG mow:.
OOOS ,p 7/ SEE1 iiiIFrMIR +Q �i ' >,//, ,fi„ _ _.::�,`�� dior 1 PHBIM' GNU TL-3 F 4' F F F ° TYP.F
S �+.�=� a- iwJ/� \.. ------ - 341W
i0 00 OWL AVA9 R - �:�=.�Q __--_ , .��y „o •��7 N a�
O W b N ie R5I O O Alite___ ♦ /' O
P 9.3' NIN A 13.FFOSTEx(REEK ROM �� °
Al FU 54 'W ���� -
O O • SR EPHFOSTER CREEK ROFD -,,�//•• //r-� 0/H nPE R O O O 9.4'�A
9.1' `N PE-111`. 7 1582.ai N b'� N GP53
RA\ - 0 TYPE-IR f" - F II ROIO
F - -- T• P 'Sr .sHOP CURVE ® F �- -., __-rf l OOPOOLRS CG S
c I F BEGIN SHOULDER ./ A� .� R.30 REMOVE
BERM GUTTER 1 , e3 trA .. ... GP52 RZiOr ER' ircuP ,.►ria L/I/JAM//1/1 F,01112.15:6-,Liii 'e•F'+h sss.
L-STA.12+73.45 3696' ►10 n . T u�i �i.e :e.��.■�■Ir��V
BEGIN FDPS Wi �° '-32'-5" F : �_ �
+'• 3za0• ��+ .. .; / e� 1;%�Illrr////Iw;N./1//1/i/Nli.' //'. rosrrc Pie
-- TA.11+••.21 ," K� �p � ' Y
WAY An 1 E� •.20. Op ,•.-Os
�E 04 -6s oo E -r000 +
rg\� ONCE l..�OOM •DO� RB 3, C 38.39• PDE PDE -05.°0 Q9T ,lypg50'
`VTR , 271�-1 � ^95..� 3D-Do � IS'
EEE3°.Ts o� TO EXIS�+ ,se, TO EXIST
APER
PB �� to 5 300•.'°B" 4400' +7000 LATERAL RASE DITCH 450.00 RELOCATE FENCE
�TB '�TEq CREEK a 22 ,le,-.�ZB 1<\''IELELF.aT4L.ES
© I5.00' SEE DETNI2Ao.Oo' BY CONTRACTORCIASS'll'RIP RAP 15f C CUSS•E'NP MPI )50'TAPER Ezr.Ps rods 5 _ �, O END PROJECT B-6012
Z iR CUSS I RIP RAPR ` T I m L- STA 16+50.0070 EXIST _'g g pppC CtTg`T8 TB EST.11 TONs ND SiEPs L RAYIpmRFFy�c[PRORgAx- -L- POT 16+78.09
O r5811 xrl GEOTE%RLF 1'A TIT h GR 11~ m8 207 Po 1HUT>
LORE P/gFFF1T STANDARD'Y'DITCH CARPORT EST.92 SY 4 ��( aP PROP.ASPHALT DRIVE -L- CURVE DATA
De 440 P°1S1 f5i.DETAIL
/ s�= P1 Ste 13+6426 P1 Sto 15+6303
BEGIN PROJECT B-6012 \ END FDPS 6R b� IG _ \-i 0 A= 7'39'41.0'(RT) k,= 8-59'205'(LT)
c« D = 3'10'592' D = 5'43'46.5'
CUSS TRIP RAP -L-STA.14+08.23
-L- STA 11+00.00 EST,,,DNS -} ' ; ;o L = 24069' L = 156.89'
GEOTEI(IILE , 'S ,M (V ; T = 12052' T = 7861'
EST.7 SY tl r« 1 m R = 1800.00' R = 1.000,00'
5 k v •A E1v SE = 03 SE = 03
s 1 DS = 45 MPH DS = 35 MPH
END ST S f6+50.00
P1.. ISH5.00 ELEV,2,566J5
2,566 EXISTING GROUND VC= 19CY130 2,566
PI= 12+50L10 EXISTING BRIDGE TO AT CL K =
EL= 2,554.82' BE REMOVED DS = 50 MPH +
3150.00
2,562 OS S45 MPH EL=158 -
/g5 -L- A 1 +
z19.QV W5EL-2.55.48' -L- A 1+I 1 DS =645 MPH ____--' (+N�6061/ • 13 9�� ter& 2,562
2,558 L25Y�NSE1 255$2' 300X --
�` ELEV.= 52 2,558
R� x� AqDpEE PROPOSED GRADE _-+r` ££ N,y 22(L(+A)2.444q05500�'
If LrlSj_�II+OOLt7 +�_Il�r - •i• :,1 \BL9- ims RT1TCH - - +
L Srr2Taa5A ♦ 2255 27 n 2,554 ELEV, 50A2 �.� �•� ��..���♦ 4'-0"CAP EL.EV.= 57
�•.••�••� ..._�. 2,554
!4-4. ilifilialII LOWEST LOW CHORD
r•i •�` 2'-6"CAP nag • flruA�
m EXCAVATE TO ELEV.=2,553.0' I EXCAVATE TO ELEV.-2,554.0'
• 2,550 • (EST.135 CU.YARDS) (EST.180 CU.YARDS)
- o CLASS 'II'RIP RAP CLASS 'II'RIP RAP 2,550
0. N S- 2,551.7'(9252019) BRIDGE HYDRAULIC DATA
a 2,546 DESIGN DISCHARGE = 1100 CFS
°o REMOVE EXISTING CONCRETE DESIGN FREQUENCY = 25 YRS 2,546
ABUTMENT TO EXCAVATED ELEVATION DESIGN MY ELEVATION = 25582 FT
4r.1 BASE DISCHARGE = 1500 CFS
0 2,542 BASE FREOYIENCY = 100 YRS
BASE HW ELEVATION = 2559B FT 2,542
° OVERTOPPING DISCHARGE= 1600 CFS
u OVERTOPPING FREQUENCY= 100+ YRS
' OVERTOPPING ELEVATION= 2557.0 FT
' 2,538
2,538
% DATE OF SURVEY = 9-25-2019
.71
2,534 WS.ELEVATION
AT DATE OF SURVEY = 255/7 FT 2,534
11 12 13 14 15 16