HomeMy WebLinkAbout20190749 Ver 2_NCDOT SR1128 Stokes-DGN-EBKSealed(9-9-20)_20200924 DocuSign Envelope ID: FEACF377-B766-4178-B8D8-518DC951825E
)/9/2020 1 08:55:19 EDT
ALUMINUM STIFFENING RIB 00*A'''uwypana.nCnun.�Orge.
58.5LF OF *51-L2 20'-6"SPAN X 7'-3"RISE— BOLTED TO SOIL SIDE OF WALL z<8ee ��•' ESSI •�i.'�+>,
ALUMINUM BOX CULVERT W/ FULL INVERT 0
(PROVIDED BY OTHERS) REMOVABLE TYPE IV RIB a - - ';�
MIN.H COVER-93 1 LOADING FOR SAFETY BRACING BOLTED S E A L
MAX.COVER = 4.0' TO HEADWALL,TYP. _
OPEN AREA = 125 SO FT (BY OTHERS) 036215
+30° ELBOW— TOP OF WALL
CAP [n EL.= 99.59* +30° ELBOW .-, .•'�
Prl CAP am '/o.,• P`l
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NO HOLES4 0 . NO HOLES 0
OF WALL
EL.= 89.94*
ALUMINUM STIFFENING RIB— 0
BOLTED TO FRONT FACE OF WALL \-INVERT EL.
\-90.9B40*TTO-M
I z
d o^o _
Q,NME,o 2
_ 9' O"WINGWALL i L27' O"(0.200"THK.ALUMINUM STRUCTURAL HEADWALL) __ 9' 0"WINGWALL _ _ '''a 7 LL W g
(0.150"THK.) (0.150"THK.) E�O.a o'° Lu Q
zv°"z W
s P.
INLET HEADWALL ELEVATION m � jo
o V CO
Um F in O
DIMENSIONS ARE TO BE VERIFIED BY ENGINEER IN THE FIELD.
HEADWALLS HAVE 3/4"0 GALVANIZED
❑ (3) 12'-6"LONG STEEL TIEBACK ROD WI DMA PLATE O
p (6) 10'-0"OR 12'-6"LONG STEEL TIEBACK ROD W/ DMA PLATE
0
® co(5) 6' 0"MIN.ROD LENGTH AS NECESSARY TO FACILITATE 10' 0" ,
BOLTING TO BOX AS SHOWN ON 'RIB & ANCHOR ATTACHMENT"
DETAIL AND PER MANUFACTURER'S RECOMMENDATIONS N.
1 _1 z - '
O (6) 6'-0"MIN.LONG STEEL TIEBACK ROD W/ DMA PLATE " - vv) c^
• PROPOSED ELEVATIONS TO BE FIELD VERIFIED ' w w 0o
INTERNAL BAFFLE DETAIL W�
rLU2ALUMINUM STIFFENING RIB -2BOLTED TO SOIL SIDE OF WALL — a
58.5LF OF *51-L2 20'-6"SPAN X 7'-3"RISE v,
ALUMINUM BOX CULVERT W/ FULL INVERT o a
(PROVIDED BY OTHERS) I
HL-93 LOADING REMOVABLE TYPE IV RIB 1 `�
MIN.COVER = L4' FOR SAFETY BRACING BOLTED ck
o MAX.COVER = 4.0' TO HEADWALL,TYP.
-o OPEN AREA = 125 SO FT (BY OTHERS)
1 CC
m +30° ELBOW— i TOP OF WALL
Y CAP o-,'" EL.= 98.82* +30° ELBOW m
+ " � CAP
o
co ►.. i , , i A CO
__ Q �w w N Z
Nr • —/ al 1111111W - �rOMMEMMEMMWMEnIMMUMMEMEMMErIMMMMMMEMMEM:MMMMM — Nr �•�( N
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u o . o TYP. TYP. o , o I ON 0.' h 1.4
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m + x\in NOTES ^ N a A
o r r r I r r 1. SOIL PROPERTIES ��/y p0
47 1j t_o o o 4'-6"TYP. U2NIT38yyDG. = 110 PCF. c4 x Z W
N NO HOLES L.
NO HOLES 2. MINIMUM EMBEDMENT ALONG THE BASE O Q O
\—BOTTOM OF WALL OF WALL SHALL BE 2'-0" U
EL.= 88.82* 3. INLET & OUTLET HEADWALL DESIGN
\\_
cn ALUMINUM STIFFENING RIB— BASED ON HL-93 LOADING 0 r
o BOLTED TO FRONT FACE OF WALL INVERT EL.= 89.74* 4. LIVE LOAD TO BE A MINIMUM 2 FT.
N FROM HEADWALL. /1 [may
N 9'-O"WINGWALL i L 27'-0"(0.200"THK.ALUMINUM STRUCTURAL E HEADWALL) 9'-0"WINGWALL ALUMINUM STRUCTURAL PLATE WALL S.) EN EN DWI
(0.150"THK.) (0.150"THK.)
0 MATERIAL SPECIFICATIONS (AASHTO M-219): oc
m 0 INLET & OUTLET HEADWALLS
OUTLET HEADWALL ELEVATION Fy = 2 ksIS = 0.150" DATE:
N N• °J SECTION MODULUS = 1.131 CUBIC INCHES 9'2��
,ter, in o DIMENSIONS ARE TO BE VERIFIED BY ENGINEER IN THE FIELD. THICKNESS = 0.200" SCALE: NTS
o -o HEADWALLS HAVE %4"0 GALVANIZED SECTION MODULUS = 1.484 CUBIC INCHES
°C ❑ (3) 12'-6"LONG STEEL TIEBACK ROD WI DMA PLATE ALUMINUM WALE BEAM DESIGN: EBK
ci-a A (6) 10'-0"OR 12'-6"LONG STEEL TIEBACK ROD WI DMA PLATE MATERIAL SPECIFICATIONS: DRAWN: EBK
0 o a
N ® (5) BOLT"MIN.ROD ING NG TO BOX AS H AS SHOWN EONSSARY"RIB &TO FACILITATE
IA ATTACHMENT" Fy = 35 Ks)
w SECTION MODULUS = 5.073 CUBIC INCHES CHECKED: JAD
i DETAIL AND PER MANUFACTURER'S RECOMMENDATIONS TIEBACK ROD
a o�� 0 (6) 6'-0"MIN.LONG STEEL TIEBACK ROD WI DMA PLATE MATERIAL SPECIFICATIONS: PROJ. NO.20382.06
o 1- * PROPOSED ELEVATIONS TO BE FIELD VERIFIED
w w 1-w FyTM 555ks1 3/4 SHEET:
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DocuSign Envelope ID: FEACF377-B766-4178-B8D8-518DC951825E
a/9/2020 1 08:55:19 EDT
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EP EP.= 99.81 m
EL.= 100.11 EL
EL ROAD
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X 0.150"THICK ALUMINUM
p STRUCTURAL PLATE (TYP.) �\
N
\, TOP OF,WALL 00 Q
58.5LF OF °51-L2 20'-6"SPAN X 7'-3"RISE .EL.= 99.59 N Z
ALUMINUM BOX CULVERT W/ FULL INVERT - ti
in (PROVIDED BY OTHERS) N/ HL-93 LOADING \ 0 co,_
-0 MMMIN.COVER = 1.4' rrww
lIP
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=S 4.0' \ _J W
o A
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n � '�`/1 ys '�1
ti M S
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1. SOIL PROPERTIES M CI
N 0= 38 DEG.
M UNZMT WEIGHT = 110 PCF. O
` tilliThi 2. OF MINIMUM
SHAB LDBENz ALONG THE BASE
N 3. INLET & OUTLET HEADWALL DESIGN A 0
BASED ON HL-93 LOADING
tU 4. LIVE LOAD TO BE A MINIMUM 2 FT.
Q +30° EL80W FROM HEADWALL 'SC
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CAP ALUMINUM STRUCTURAL PLATE WALL
m -h-
t0 . - iO INLET OUTLETF HEADWALLSS (AASHTO M-219):
THICKNESS =0.150" NTS
Cl)o� o Fy 24 ksi DATE: 9-2-20
m SECTION MODULUS = 1.131 CUBIC INCHES SCALE: I
`- Z THICKNESS =0.200"
O ON • - 30 SECTION MODULUS = 1.484 CUBIC INCHES DESIGN: EBK
i =ice a ALUMINUM WALE BEAM
Q MATERIAL35 ksIPECIFICATIONS: DRAWN: EBK
ON O it SECTION MODULUS = 5.073 CUBIC INCHES CHECKED:
i �� TIEBACK ROD JAD
R FI ATIONS:a 7>1--1 ASTM F1554 3/4 PROJ. NO.2 0582.06
J Fy = 55 ksi SHEET:
LI]W1w
J O O
HOJQ 2 F 3
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DocuSign Envelope ID: FEACF377-B766-4178-B8D8-518DC951825E
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/----- P4P14/65 WALE PAS PER
"A"& 'B"DIMENSIONS:
SEE "INLET/OUTLET END"VIEWS 1-
RIB & ANCHOR ATTACHMENT DETAIL AT TOP OF WALL
NTS NTS I
MAY BE USED TO ATTACH DEADMAN ANCHOR RODS TO BOX O
WHERE COVER LIMITS USE OF THE TYPICAL ANCHOR PLATE.
d o^o _
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8 ZQwZ W
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p. -�-�- —��— HEADWALL HEADWALL x w
w 11-1 -1JJ-�� - •��f'=�WA7WaTh
E-> II-IT II . w ���o111=1Io111=1 58.5-LF ALUMINUM BOX CULVERT r z c�
U a �1 tii=I-II=�-� 0 11=11111=111 WI-1 a 3
a --�Ill_ ' I=�H II I *NOTE: TOP OF STONE BED 0 2 ,
a -III � ..�=11 1=11 = AND ('Xl'TIMBER TO BE SET z
0ao � � -� ice.'II II II II II I NATURAL "57 STONE BEDDING 0.2'LOWER THAN BOX INVERT ~ w
c-¢ W=ll1 111=111 r Imo•
-II 11-111 II=III 71 FULL INVERT ,C�FII-III 11-111 UNDISTURBED / TO ACCOMMODATE FOR THE 21/2" 2 �^
1 i� T i. 1 �r.ANA-I Here EMBANKMENT THICKNESS IN FLOOR CORRUGATION. �. . . - . . . - . . . . • . . : o
c • •• \i\yy✓W Wvv\gv\i�\/ �v\ru • •
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a C BOX CULVERT�FOUNDATION 1�O' o o F-=►
,A GEOGRID NON REMOVABLE FORM TO
o TYPICAL BACKFILL CROSS SECTION CONTAI 6.
FOUNDATION ELEVATION DURING NCONTRUCTION FOUNDATION MATERIAL
+i _
BACKFILL NOTES:v (TYPJ
NTS
m 1. IF LESS THAN 3'SPACE IS AVAILABLE CONCRETE GROUT MAY
cv BE REQUIRED. CO
o 2. STRUCTURAL BACKFILL MATERIAL TO BE NCDOT SELECT d . 1:4 N
o BACKFILL MATERIAL CLASS IV OR VI (OR APPROVED EQUAL. 7 • d ' ROAD CO) W
> ABOVE AND BELOW SPRINGLINE SHALL BE PLACED IN UNIFORM / A.; • • d' ; /'1
o HORIZONTAL LAYERS NOT EXCEEDING AN 8 INCH MAXIMUM / ° ° ;d ^i
LOOSE LIFT THICKNESS AND COMPACTED TO DENSITY NOT LESS d . ' ° O
6 THAN 90% PER AASHTO T180.D-4 DOZER OR SMALLER TO / e °n ° c 6'e • e, N Cw4 h N
iD OPERATE NEAR AND ABOVE STRUCTURE DURING BACKFILLING TO �`" a- R1
o FINISHED GRADE.REFER TO ASTM B789 INSTALLATION / °' d d °' ° e O� W Z 0,4
+ SPECIFICATION. L. ° NON REMOVABLE FORM TO e
p+
N '�° e" • ' ° •4CONTAIN FOUNDATION MATERIAL ;d . C*` LI
o °e . '. °_ •- DURING CONTRUCTION ° d . O-O 3. WHEN USING A FULL INVERT,THE FOUNDATION SHALL HAVE A / . a°:.. e e ,- A
c MINIMUM OF 4,000 PSF BEARING CAPACITY AND INCLUDE A d d e . - d ° e • n -ar 0., ai A
MINIMUM OF 6"STABLE WELL-GRADED GRANULAR BED. LOWER /°."pd•s s57 STONE4-.•- . . • d• Z? °" ••°°° •• .°.a / q a �1
o BEARING CAPACITIES CAN BE ACCOMMMODATED THROUGH - A°.' d a'°v A A ,4. A
•a . ' A .. '° . d yS MI
SPECIAL DESIGN OR THE USE OF CONCRETE FOOTINGS. e. �� a .= n e °. / �j
'. . °• • d• •. • - d. •• py Q 0
o d• d A''`.♦♦♦♦♦♦.��i° GEOGRI• dPLACED °''- • e e f °'_d • / �1 Cq U
DETAIL OF TYPICAL BACKFILL ���.��� • • / ,.
0 '♦A���,�'°..BEFORENPLACEMENT- A•.• e•r ° \° 0 ly
c NTS •°'•• OF°*1:57 STONEN LZ4
E °.• • ° .e . '/ - N A O
•
am e•.` de•• .` /
a L 1 DATE: 9.2.Z0
0 N m _ 1
m in c) SCALE: NTS
o o o
N N DESIGN: EBK
_�� FOUNDATION AND DETAILS ON THIS
oN o m SHEET PROVIDED BY: DRAWN: EBK
PRODUCTS
o a w DUNDAS DR.,A GREENSBORO,NC CHECKED: JAD
ao>mPLAN VIEW OF FOUNDATION FOR BOX CULVERT PROJ. N0.
0:• NTS SHEET:
20382r06
w w r w
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