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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 1 i O4� g...KR• tl�p0e .-.' • • ' r®+Y+`g+by00111111YPNPtlPpp�\W 8 8 t F + ` SEAL N I. Nr - 12f 1 N N on 2 3t2 3 • m z o TYP. TYP. o �/) O m m Z 8 O O ( ��r lo' o" 1 O O •r Q o ��0 w YiEz)le G ILL' iol 4'-6"TYP. 4K\N\In LLI 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 o O w N N e o A 0 2'-3" 2'-3" o u o . o TYP. TYP. o , o I ON 0.' h 1.4 o m m Y N WW o Z' ' 9 — G 1O'-0" , I G O O ai Z R" N �`o J W Q 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: J o o 1- I C i- 1 OF 3 I.J_ ao DocuSign Envelope ID: FEACF377-B766-4178-B8D8-518DC951825E a/9/2020 1 08:55:19 EDT 34'-BI/9" dddpdtltlllllllll/Illlllyygft J dd'dd /'1 N�+gyb4 Amm'' N . RO °�a, °off. ES ,le ', S E A L 1. 036215 .? sz I. >,,„e6p/4A KRPy @P,00o. }30° ELBOW. ®e+®'�geann 1111lln11100 adddd�e CAP , 22'-O" 6,-41/4" _ SEAL } EP EP.= 99.81 m EL.= 100.11 EL EL ROAD EL.100.00 N o Z 0 °* N o 111 1 i 1 o Q o ti \ 6ol ol�l� ` `\ ', BOLTED RODIPE (TYP.) a' N_m o 03 o 0 _ TOP OF WALL ' (SEE SHEET S3 OF 3) a rn N LL Q \ EN s ZQa°'Z W / . . ' \ Se, o gi Et im tn'6.///// o ////;/ 'L '�"0 GALVANIZED STEEL p �y TIEBACK ROD (TYPO �N 2 \ � ELD \ i Ns I\ 2 / 3P° C7 2 INTERNAL BAFFLE \f • Z O. w • \ N CAP ELBOW tP�� O G \ OF BOX CULVERT SNF. \ / (BY OTHERS) 9.G DMA PLATE 1'-8"H X 2'-4Y4"W .\ 0. / U 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 OPEN AMAAX.COVER =S 4.0' \ _J W o A Y0 1* PLAN VIE y .\ W CD QDIMENSIONS TO BE VERIFIED BY ENGINEER IN FIELD Foy, {� a A BACKFILL °57 STONE �y .�y [�� n � '�`/1 ys '�1 ti M S N -, NOTF$ A 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 L 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 L I 0 DocuSign Envelope ID: FEACF377-B766-4178-B8D8-518DC951825E HDWL CAP � r m �ro 111) rcI4 �_ e_m ' I,1 a FILL FACE BOLT TO HEADWALL N O WALE BEAM r [TYPE II RIB O 3/4"ANCHOR ROD AL.S.P.BASEWALL N im. 111—TDI 12 TYPE LONG BOLTEDB , , tY 7,-- ----\___ LLI �TO PIPE WITH BASEI. (2)-3/q"e A449 BOLTS BASEWALL 1 PC ALUM.WALE BEAM /----- 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 _ =ern nLL W 8 ZQwZ W .. o o. W GEOGRID o 'm LLJ CO o BETWEEN HEADWALLS 3'MIN (SPAN) 3'MIN o 1) ■ ■ 1) /\n ,,,nnnn in ee" eee" e" ee a ee W II _��II / m r�i J J -' ,w '57 STONE 6"ABOVE TOf -�--�- a J '1 I1������:11= x> OF BOX CULVERT o Y .-_E�— — -1II I H _,z 2 i Z c� 1 -1I������I— _ ti C4 a 1TFIIII-11 � '11 11=11 0 OUTLET - - INLET V19 w W 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 • • �vv^vv�3\ig v� 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 J 0 O HOJQ S3 OF 3 L.- a 0