Structural Plans

8/2/2019 Structural Plans

1/68

B OR E H Ol E B -3A PP RO X S TA 1 +5 0

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NOTES:I .S EE S HE ET 1 O F 3 F OR GT Y P I C A L S E C T I O N .

tB EN T 8S T A 1 4 + 74 . 00.i-> --- ,~~-B ORE HO LE B-6 ~ ~.

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NOTES:I . S E E S H E ET 1 O F 3 F O R G ET Y P IC AL S E CT I ON .

F A C E O F A B U T 1 0 B K W LS TA 1 6 +8 6 .0 0E L 6 2 9 . 1 9 2-. -,

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SUMMARY OF E ST IM AT ED Q UA NT IT IE SHEM 416 420 422 425 428 432 44 2 450 45 4O E SC . C O OE 2004 2005 2034 2041 2223 2256 2269 2003 2004 2002 2002 2047 2064 2080 2002

DRILL c i, S C ON C c t, C C ON C C L S C ON e REINF C ONe CONe S URF RIPRAP STRUCTURAL SEALEDDRILL SHAFT Cl C CONe Cl c CONC P R ES T R C O NC STEEL R AI L ( TY EXPANSIONDESCRIPTION S HA FT ( 36 ( 42 I N) (BRIDGE ( A BU T ) ( H PC ) (COL~) I A P P R S L A B ) ( C AP ) ( H PC I S LA B ( HP C) B EA N C TY IIf) T A EA T ( C lA S S (CONe) CMISCELLANEO RAIL (Tye220 T221) J OI NT ( 4 I N)IN ) SDWLKl (HPC) (HPC) ( el s r II ) ( 5 I N) U S B R ID G E) (SEJ-PlIF LF CY tY ty ty cy SF LF SY ty L B LF LF LF2 A B UT M EN T S 524 33.6 72.1 26.78 I NT ER IO R B EN TS 1 755 136.0 125.1:5 PRETRESSEO CONCRETE BEAM U NITS 107.7 35,215 4,750.42 4 3 89 56 972.0 931.5 128TOTAL 524 1 75 5 1 0 7 . t 33.6 1 3 6 . 0 72.7 125.1 35 215 4 150.42 4 3 89 26.7 56 972.0 931.5 128

B EA RI NG S EA T E LE VA TI ON SBEAM 1 BEAM 2 BEAM 3 BEAM 4 BEAM 5BENT 1 (FWD) 607.186 607.341 607.396 607.241 607.086B EN T 2 16K) 612.147 612.902 612.951 612.802 612.647B EN T 2 (FWD) 612.686 612.847 612.950 612.790 612.629B EN T 3 IBK) 618.248 618.408 618.512 618.352 618.191B EN T 3 (FWD) 618.398 618.553 618.608 618.453 618.298B EN T 4 (BKI 623.959 624.114 624.169 624.014 623.859B EN T 4 (FWD) 623.951 624.115 624.145 623.982 623.819B EN T 5 (BK) 629.511 629.676 629.708 629.546 629.383B ENT 5 (FWD) 630.000 630.159 630.171 630.011 629.851B EN T 6 (BK) 633.883 634.088 634.144 634.026 633.905B EN T 6 (FWD) 633.956 634.156 634.197 634.079 633.960B EN T 7 !BK) 635.190 635.347 635.347 635.191 635.035B ENT 7 (FWD) 635.161 635.319 635.323 635.166 635.009B ENT 8 (BKl 633.281 633.438 633.441 633.283 633.126B ENT 8 (FWD) 633.109 633.267 633.270 633.113 632.956B ENT 9 (BKl 628.411 628.574 628.577 628.419 628.261

B ENT 9 (F WD ) 628.074 628.232 628.236 628.079 6 2 7 . 92 2 _ _BENT 10 (BIO 622.852 623.003 623.021 622.868 622.715 HL93 LOADING

NO. DATE REVISI. . . ." .."""".......S.~ OF t-~~. .~ .-c, .*. .~:*..f # e ,E L IZ A B E T H G~. . . . . . . . . . . . . ., " f J . 909691'1!>'I~. t.l" I t' ; '" C E N 'S,_:It sl'/"~~~?__"M ~ ~" .fY ''4"~", (_#,f

B R O W N Brown & G& G A Y H o us to n " A us tI n "TBPE RegENGINEEI II l , INCMARSHALL C RU PR R O VEESTIMATED QUA ND B EA RI NELEVATIJ O E l NUI&:R :!J I lMTTEDIJ IOIIt&CA'~tC " "" " " " eee DfW-. DAre dLY m S E

" . . . . . . , . " " C_.\o3.JXJddIBRIMJXlO/. dgn r e " "


5/68

tB E N T 3ST A 9+49.00B E G I N B R I D G E !!It..,A CE O F A BU T I B KW I. .S T A 1+3700

~ v t2" OIA~ D R I L L E D S H A F T S(TVI)( " ' C U R = " " ' V E : : : - : - M A ' " " R " " ' S " " H " " ' H - " " 2 " " ' ~8-1+00---F4===~-r--- I ~_8 9+00It!N

!M AR S HA LL C R E EK ROAD_ _ - - L L _ _ ~64942W7+00

t42" DIAD R I L L E D S H A F T S(TVI)

t36" OI AD R I L L E D S H A F T SITVP)

t42" OI AD R I LL E D S H AF T SI T Y P )

PLAN

G EN ER AL N OT ES :I .F OR L EN GT H O F D RI LL ED S HA FTS E E B R I D G E L A Y O U T S .2 . F< >R D R I LL E D S HA F T D E TA IL S,D E T A IL S S T A ND A R O( F D I.3 . B E N T 5 AR E R A D I A L OR P E R PE N DU N LE S S N OT E D O T H E R W I S E .

8oU)...o C UR VE M AR SH H- 2P I S TAAD E G R E ET A N G E N Tl E N G T HR A D I U S 8+88.44 7'02'08.95" (RT) 11 21 32.96" 3 0. 14 61 .40 500.00'

H L 93 L O AD IN G

N O . D A T E R E V I S I O

Brown & GaHouston A us tI n _

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C U R V E t . 4 A R S H H - 3

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Co B E N T (I

H L 93 L OA D IN GP L A NR E V I S I

,-~C. 42" DIA .;I.D R IL L E D S H A F T S ~(TYP) C UR VE M ARPI SrAAD E G R E ET A N G E N TLENGTHR A D I U S 14+83 .07S",4:5.88 120344 3 15 .1 8 6 35 .8 3 415.00l M AR S HA LL C R EE K R O ADSTA 12"62.00

114205"SKEW __,___. .e- \\NO. D A T E

Brown &: GHouston A i Js tl n

TBPE Reg

M AR SH AL L C RU PR R O VEF OU ND AT IO N

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C UR VE M ARt42" DI ADRILLED SHAFTS


8/68


9/68

lGL i J < : :Q . g -o.~~It:~~~9~ -g- -" ~.. ,I I I U ,I.I"0a:: I-:!

1.083' 1.083' 2 . ' 1 4 (TYP1.250 U N L E SS O T H E R W IS E~ I N O T E D )

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B E A M SP A 3.118, 4 S PA A T 7.616'-30.465',3 SP A AT 10.000'-30.000'R S H A F T SPA 2.417' 2.417

14.917' !.911'34.833'

PLANS C A L E : f . G , ' -0 .,N34'-10 S EC TI ON A -A

S C A LE I 9 4 1' - 0 " B A R S V S PA A T 1'-0 MA X 3"

tB E A MIl' -2" l' -2"

WI' EL"622.584L E V E L W I W OO DF L O AT F I NI S H ,T OP OF C A P " \- \ 1 \

\ - L A, \ C ON ST J HT yp lT OP O F~ ~ ~ i ~ 5 ? 1 ~ ~ A F T. 1 .3 ' - 0 . . I . 12 EQ S P A - 1 ' - O ~

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T OP OF A i 6 , . OF~ D R I L L E D S H A F T D R I L L E D S H A F TEL-S20.140 ~ EL620.095I 3-0 . 1 . 12 E Q S P A- 1 ' -O " . 1 . 3-0 J , I I. 3 " ~ B AR S S P AB EA RI NG S EA T D ET AI L( B EA RI NG S U R F AC E S HA LL B E C LE ANA ND F R EE O F A LL L OO SE M AT E RI ALB E F OR E P L AC I NG B E A RI NG P A D. )

3" 8

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3'-0 ~ I .12 E Q S P A - 1' -O0


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COUMN S P A3 7 . 4 1 1 '

E ST IM AT ED B UI LD U P D EP TH (I NC HE S} E S TI MA T ED Q UAI B E A M 1 I S E A M 2 I B E A M 3 I S E A M 4 I BEAM5 (BENT)B E N T 2 B K I 2 ' 1 4 I 4 . 4 * I 5 ' / . * I ~* I w .. B AR NO S I Z EB E N T :2 FW D I 1'/2 I - X * I 5 * 1 ~ * l 1 ' 1 2 A 7 #11* B U IL D- U P S G RE A T E R T H A N 3" R E Q U IR E R E I N FO R C E ME N T B 7 #n

0 4 W4'~S 61 #5T 10 #5U 2 #5t T O TA L R E IN F OR C IN G S T E ELC L A S S C C O N e ( C A P ) ( H F C )tF O R C O N TR A C T OR ' S I N FO R I

2 S PA A T 14.500'-29.000' 4.000'417B E AM S P A 1.750'

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I \_~ B R G \ I s l IE V E L F O R B f f A M I B E A M 5B R G S E A T - I 1~ 1 ! . . : 2 0 ! . . ~OOO~ ' -1 ST A 8+43.00 B E A M A NG LEr- ( S E E B E A M D O W E L 0(HP) L A Y O U T > W4~~41)( 1'-8"I I ( SMOOTH l (rtp),3411,. 4 S PA A T 7.750'''31.000' 13.000'.1

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PLANS C A L E ) 4 { 1 "-I'-0

I"3-3" 'I NOTES:4\1. I. E S I GN ED A CC OR D I NG T O A Av-S O E S IG N S P E C IF I C AT I O NS 4t"" C U R R E NT I N T E R IM S P E C IF I C

~ ~ T 2. A LL C AP R E IN FO RC IN G M US TI 1 3. COlUMN A ND D R IL LE D S H AF Tj., zI/4 " B E G RA DE 40 .

(TVP) 4. A LL D IM E NS I ON S T O T H E R E"" S T E E L A R E T O T HE tOF T HL__~B

O T HE R W IS E N OT E D ,S. S E E " M IS C E l LA N E OU S COLUMNF OR C O LU MN Q U AN T IT ! E S.S EC TI ON A -A

S C A L E ! ' 1 4 ' -1 -0

U NI F OR M S LO P EB E T W E E N W O R K IN G ~P O I N T S \ WI " EL-6t2.499I" E L . 6 1 2 . S 6 4 ~

S 1 \\ < \ I~ u n y p ! _ , ~ f = 3 = = = E = = = = = = = = = = = = = f = = 3 = = = = = = ~ ~ ' ~ \ = = = = = f = = 3 = t

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1 ' - 2 "l E V E L W I W OO DF L OA T F I N IS H - \T OP OF C A P " \\ 1 \ H L9 3 L OA D IN G

1 < 1 /2"\_S L V~ T O P OF COllUlEL-609.00Ei- __ ~V~~8P.(~r~ID~~_,O UT S ID E G IR D E RS O NL Y~B EARI NG SEA T DETA IL( B EA R I NG S U R F A CE S HA LL B E C LE ANA ND F R E E O F A LL L OO SE M AT E RI ALB E F OR E P L AC I NG S E AR I NG P A D. ) R E V I S IO. D A T E

V ( E X T E N D 2 ' - 3 "MI N I NT O C AP )

ELEVATIONS C A L E : 4{ I - . . l'-0F I N I S H E DG R A O E \ k::-t IrT OP OF D R I LL E D S H AF T

+-----,mll l {i i t! l ~ f* " ~ V l f f ' J Q f l " " B R O W N Brown 8.G& G A Y Houston. Aus t n.TBPE RoI IC ON ST J T I I

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BARS U BARS S! >E


11/68


12/68


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14/68

38.167'4 . 3 5 3 '4.425'

!!"4205"t. C A P . . C O lI .. Y IS

3 . 8 6 3 'E AM S PA " S PA AT 8 . 1 3 0 ' - 3 2 . 5 2 0 ' 1.184

PLANSCALE I * 5 " " " -0

U NI FO R M S LO PEB E T WE E N W OR K IN G

.:I:.C ON S T J T II ~ S E E L A Y O U T F O RI I F OU ND AT IO N T Y PEL_... .e '=..J

3 ' - 3 "

sD OW E L D1'/4' e x l ' -8"( S M OO TH ) ( T V P) TI

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S EC TI ON A -AS C A L E I 9 4 " 1 ' - 0 -

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B E A N .0I ' -2"TOP O F C A P

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NOTES :I . FO R E AC H L IN EA R F OO T V AR IA TI OI i AA K ET H E F O LL OW I NG A D JU S n 4E N TB AR S V L EN GT H, 1'-0'B AR S Z L EN GT H 15.740'R E IN FO RC IN G S T EE 5t 80 LBC LA S S C C ON C (C 1 ( HP C) , 0

T O T A L E S T I I i A AE DTABLE OF VARIABLE C O LU M N Q U AN T IT I ES Q U A N T I T I E SP E R C O LU I it iB E N T C O l T O P O F C O l U W I T O P O F B A R S V #9 B AR S Z #3 R E I N F C L A S S C CO l JMN H E I G H T F O O N l ) A T I O N S T E E L C O N e L E V aH D E L E V N O L EN GT H W EI GH T N O L E NG T H W E I G H T t { C O L I ( H P C l(FT 1FT! (FT) ( L B ) ( L B ) ( L S ) cell

2 ! 1 609.056 6 I 603.056 10 8 '- 3 " i 28 1 j 1 I 1 1 0 '- 2 " i 41 i 32 2 1.62 i 2 609.031 6 603.031 10 8- 3" I 28 1 i 1 I 11 0' - 2 " 41 32 2 1.6:2 3 609.0061 6 , 603,006 10 8 '- 3 " 28 1 1 1 11 0' - 2" I 41 , 32 2 I 1. 63 1 614.618 11 I 603.618 10 13' - 3 " 45 1 ! 188- 10"1 71 522 I 2. 93 2 614.593 11 I 603.593 10 1 3' - 3 " 45 1 i 1 1 8 8 '- 1 0 " 1 71 522 2. 93 3 614. 567 II 603.567 110 1 3' - 3 ' 45 1 1 1 8 8 ' - 1 0 i 71 522 2.94 ! 1 620. 322 16 604.322 110 18'- 3 " 62 1 1 2 67 ' - 7 " 10 1 721 4.24 I 2 620. 263 16 604.263 10 1 8' - 3 " 62 1 I I 2 67 ' - 7 " 101 721 4.24 3 620.205 Hi 604.205 10 HI'- 3" 62 1 , 1 2 67 ' - 7 " 101 721 4. 25 1 625.882 21 I 604.882 10 23 ' - 3 " 791 i 1 I 3 46 ' - 3 " 130 921 5. 55 2 625.825 21 604.825 10 2 3 '- 3 " 79 1 1 3 46 ' - 3 " 130 92 1 i 5. 55 3 625.769 21 604.769 10 2 3 ' - 3 " 79 1 1 3 4 6' - 3 " I 130 921 I 5. 56 1 630.258 26 604.258 10 28' - 3" 96 1 1 4 2 4' - 1 1" 160 1120 9.36 2 630. 268 26 604.268 ' 10 2 8' - 3 " 96 1 1 4 2 4' - 1 1" 160 1120 9. 36 3 630.278 26 604.278 10 2 8' - 3 " 96 1 1 4 2 4' - 1 1" 160 1120 9.3-711 631.531 21 604.531 10 2 9' - 3 " 99 5 t 4 4 0' - 8 " 166 1160 9.67 i 2 631.467 21 604.467 10 2 9 ' - 3 " 99 5 I 1 I 4 4 0' - 8 " UiS 1160 9. 6-- 7 I :5 631.397 26 I 605.391 10 2 8' - 3 " 96 1 I 1 4 2 4 ' - 11, 160 1120 9.38 j 629.485 24 i 605.485 10 26' - 3" 89 3 1 3 9 3' - 6 " 148 1040 8. 68 2 629.415 2 4 805.415 10 26' - 3" 893 1 393' - 6" 148 1040 8. 68 3 629. 344 24 605.344 10 26' - 3" 89 3 1 393' - 6" 148 1040 6.~~9 ! 624.450 18 606.450 10 2 0' - 3 " 68 9 1 2 99 ' - O 112 801 4. 19 2 624.380 18 606.380 10 20' - 3 " 689 1 2 9 9 ' - O 112 80t 4I_9 :3 624.310 t1 I 607.3H) 10 1 9' - 3 " 65 5 1 I 2 83 '- 3 " 107 761 , 4. 5t F O R C O NT R A CT O R ' S I N FO R MA T IO N

H L 93 L OA D IN G

NO. D A T E R E V I S I""''''''......~ OF i...~~.......-~"ji.'* .~:*:1 ' 11 " E L I Z AB E T H G f~~... 90969"9t. .


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SPAN 1 BEAM 1BEAM 2BEAM :3BEAM 4SEAM 5TOTAL

SPAN 1 BEAM 1BEAM 2SEAM :3SEAM "BEAM 5TOTAL

SPAN 1TYPE IV BEAMS

E ST IM AT ED Q UA NT IT Y( SP AN S 1 -3 )IP R ES T RE S SE D C ON e BEAM(TY IV ) I

G EN ER AL N OT ES :I. L L M EA SU RE ME NT S S HO WN A RE H OR IZT OP O F B EA RI NG S EA T A LO NG F AC E OB AC KW AL L A ND C EN TE RL IN E O F B EN T.2 . A CT UA L B EA M L EN GT H IS M EA SU RE D AF LA NG E. T HE B EA MS A RE S ET T WO (F ACE O F A BU ~NT A ND P AR ALL EL T3 . SE E A BU ~N T A ND B EN T D ET AI LS FB E A M S PA CI NG A T T OP OF B E AR I NG S

S T A 1 0 +5 5 .0 0

SPAN 2T YP E I V BEAMS

SPAN 3TYPE IV BEAMS

PLAN 1* A CU TE B EA M A NG LE S HO WN I

BENT NO . 3 ( S 6 0 ' 1 2' 2 7. 0 7 W )D IS TA NC E B ET WE EN S TA TI ON L IN E A ND B EA M It. 1 4. 66 7' LBEAM SPAC BEAM ANGLEct BENT! 0 M SSPAN 2 BEAM 1 0.000 865841.76BEAM 2 8.026 86 58 58.25BEAM 3 8.026 86 5 9 15.05BEAM 4 8.026 865932.16BEAM 5 8.026 86 5 9 4 9.60TOTAL 32.104BENT NO. 3 ( S 6 0 1 2' 2 7 . 01 " W )D IS TA NC E B ET WE EN S TA TI ON L IN E A N D BEAM I,. 1 3. 00 0' LBEAM SPAC BEAM ANGLE< ( B E NT ) 0 M SSPAN 3 BEAM t 0.000 90 0 0.00BEAM 2 7.750 90 0 0.00BEAM 3 7.750 90 0 0.00BEAM 4 7.750 90 0 0.00BEAM 5 7.750 90 0 0.00TOTAL 31.000

BEAM REPORTB EA M R EP OR T S PA N 1H O R IZ O N T AL O I S T AN C E T R UE D I ST A NC Ec- c BENT C-C BRG BOT 8M FL GBEAM j 106.000 104.583 105.802B E A M 2 106.000 104.583 105.810BEAM "3 106.000 104.583 105.813BEAM 4 106.000 104.583 105.805BEAM 5 106.000 104.583 105.197B E A M R EP OR T S PA N 2H O R I ZO N T A L D I S TA N C E T R UE D I ST A NC EC-C B ENT C-C BRG BOT 8M FL GBEAM 1 101.681 106.265 107.495BEAM 2 106.696 105.280 106.511BEAM 3 105.711 104.295 105.528BEAM 4 104.726 t03.310 104.544BEAM 5 103.741 102.325 103.561B E AW R E PO R TO SPAN "3HORIZONTAL ITANCE T R UE D I ST A NC Ec -c BENT c- c BR G BOT 8M FLGBEAM 1 106.000 104.583 105.816BEAM 2 106.000 104.583 105.816

BEAM 3 106.000 104.583 105.816BEAM 4 106.000 104.583 105.816BEAM 5 106.000 104.583 105.816

B EN T R EP OR T

BENT NO . 2 ( S 5 3 "1 0 '1 8 .1 1 "W )D IS TA NC E B ET WE EN S TA TI ON L IN E A ND B EA M 1 ,. 14 .6 67 ' LB EA M S PA C BEAM ANGLE( { B E NT ) 0 ~ S0.000 8559 9.278.026 855852.788.026 85 5 8 3 5.998.026 85 5 8 18.878.026 85 5 8 1.4432.104

B EN T N O. 1 (S 5 3 " 1 0 ' 18 I!WlD IS TA NC E B ET WE EN S TA TI ON L IN E A ND B EA M 11. 13.000' LBEAM SPAt BEAM ANGLE


19/68

S f " j ( )+ 5 5. 0 0

SPAN '" BEAM 1BEAM 2BEAM :3BEAM 4BEAM 5TOTAL

SPAN 4 BEAtA IBEAM 2BEAM 3BEAM 4BEAM 5TOTAL

l t A A R S H AL L C R E E K RD

SPAN 4T YP E I V B EA MS

B EN T R EP OR T

BENT NO . 5 ( S 5 3 " 43 ' 39 . 5 8" ' )D IS TA N CE B ET W EE N S TA T IO N L I NE AN D B E A M \ 1 ._ ) 2 .4 5 2 ' lBEAM SPA C BE~ ANljLE


20/68

F AC E O F A BU T 1 0 B KW l~ f 8 l "\

\~\E N D B R ID G ES T A 1 6 +8 6 .0 0

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~_._~~:8 ~/ft. l! 7 : : 9- T _ _ _ _ EDGE OF S LAB _---~~t1+_-------------------_


21/68

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106.000' 106.000' 129.899'

CON ST JT OR ;-E DGE OF SLA B f:CO NST JT O R B ARS T, 0CON TRO L JT \ / CO NTRO L JT ~ ~ 2" E ND COV ER\ r: T 2 2 1 R A IL Iii_ + _ "10:_ :J( ~---- i = \ - \ r- __ ;./._ / 0 1 ( B O T : ~ III~tBEAM 1 ( TYP ) - ,- - r-----_ST A 8+43.00 P C S T A 8 +5 1 .1 0 "r PT S TA 9 +19 .00 ST A 9 +4 9.0 0 1"'1' "F-F\ _ 1 r: t . l A R S H A L~ R EE K R D II::_~ _ / _ V ~ 4- S T A 1 0 + 55 . 0 0N 3~ 4 9' 42 W - --'!---- . ---- -f -- _- -. !! N2 .. ! 41 '3 3" W D 2( BO T~ tT ;T OP ) I /i _ - - : ~ ~ ; ~ j t ~ ~ [ : ~ ~ ~ - : - ~ ~ ~ ~ ~ - ~ ~ - - - - - - - - - + ~ ~ ~ ~ - - - - - ~ - - - - - - - - - - - - - - - l ~ - - - - - -_ ----~B~A~R~SA~(~TO~P~)~'~B~(~BO~T~T:):A:T~6~"~t.IA~X~S~P~A ---- - -~I/~AI T~) 'B~ m ~~L l I : : ' r - - - - - - - - - - - t - - - - - ~L-~A~(~T~~:)~'~B~(~B~M~T~)~-[1~~4 - 24 4 - 2 .i "rtB E AM 5 ( T Y P )

I I~ ~- G( TO P) H (B OT T) ~ _ - ~ = = = = = = ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ; ; ; ; ; ; ~ ~ ; ; ~ ~ ~ ~ = = = = ~ : : = = : : ~ ~ ~ ~ ~ ~"~~~G~(~T:OP:)~'~H~(:B:OT:T~)~--~~~: ~ \ \ ~ ~ ~ L - - - - - - - - - - - - - - - ~ t : : ~ = = = = = = ~ ~ J ~ ~ ~ ~ ~ - - - ~ ~ ; _ r - - ~ ~ ~ : : ~ ~ - / ~ - - - - - - - - - - ~_~~J ~ ~I~f--l-~~-:h. . . . j I--- "" T ill \_ r-TT-------~:.:::.:~::r~~;;;:=~-~=:j- 1:- .r I --~~~iPC",J .!_~ll=--=r~~=~~ ,-, I ~ ~ : . ~ _ ~ \ E DG E O F S LA B 8 __/ lJ :;l ~ - '"'-"""F~~~UI S(E 4~-) P_/ '- 1:.. {LB RID GE LI GHT ING BAR S U ~~ IDg;6~~ g~T ING ~ RA~~ IDG E LIG HTI NG i!, (j.J 0 1 ( B O T T ) 1 1 / , ~o~ Q '"; S T A 1 + 4 9. 00 g~ ~ ~ s ~ S T A 9 + 8 1. 0 0 lII~cn)J (II

8_ .i In ~I\ 01 ( BOTT l 1-4 ,9) BAR S C 2 !!c! 1 ! : : !Z BA RS C2 A T 12 " MA X S PA ! 6~C!071~_::_::_=_=_=_=_=_=_=-=-=-=-=-=-=-=-=-=1:g;:;;~~~;::....:~~~=-=-=-=-=-===~~~~~~~~~~~=\~4~.~1=0~2r'~~~I~~~~~~~~~;~;~~5~8~.;8~2~0~'~(~A~R~C~)~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:::::::::-=-=-=:::-=-=-=-=:::-=:::-=_I; [ t: == == == == == == == == == ~\ 0~ 6~ .~ 00 ~0 ~' ~~ ~= == == == =~ ~- -~ -- \- -- -- -- -- -- -- -- -- -- -~ 3~ 1~ 5. ~4 ~2 ~1 _' ~0 ~V ~E R~ A~ L= L ~ _ _ _ == == == == == == == =~ 1~ 0~ 6. ~O ~O ~O =' ~= == == == == == == == =J

14.102'

VG il:j~ . . ., ~ . . < '1 ~' , , ~ . r .~.tf:~ SIONALC?iA:' 'J!B R O W N Brown & G

&,. ,All H ou st on . A us ti n Uftl T BPE R e g

ENG INEERS, I NC .M AR SH AL L C RU PR R O VES LA B P( SP AN SJOB NUMBER:S l B A I T T E D : IACMtI t GA Y ENCHERS , JSCALE: ' 20 DRAII

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22/68

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S T A tB EN T 73 0 4 . 52 2 ' O V E R AL L1 3 + 6 8 . 0 0

C ON S T J T O RC ON T R OL J T

9 4 . 2 82 ' ( A R C )B EN T 5 t B E N T 6

E DG E O F S LA B

-- S T A 1 1 + 6 1 . 0 0 S T AB AR S A ( TO P ) B (B OT T ) A T 6 " ~ AX S PA

tB E A ~ 5 ( TV P )B R I D GE L I GH T I NGS T A 1 3+ 1 7. 0 0B AR S C 2 .t)Intil

5 6 . 0 95 ' ( A R C ) B AR S C 2 A T 1 2 " ~ A X S P A

S PA N 6 I

1 0 9 . 81 1 ' ( A R C )3 2 4 . 12 9 ' O V E R AL L

S PA N 4 I S PA N 5 I H L9 3 L OA DI NGP L A NS C AL E : 1 " 2 0 'R E V I S IO . D A T E

NOTES:1 . S EE S HE E T 1 O F 3 F OR G E NE RA L N O T E S .

B R O W N& G A YE NG IN E E RS , I N C .

Brown & GH ou st on A us ti n

T B P E R e g

M AR SH AL L C RU P RR O V ES LA B P( SP A NSJOB NUMBER:


23/68

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C ON S T J T O RC ON TR OL J T

C. B E AM 1 ( T YP )

B AR S A ( TO P ) B (B OT TI A T 6 " M A X S P AtB E AM 5 ( T YP )

B R I D GE L I GH T I NGS T A 1 6 +4 8 .0 0E DG E O F S LA BB R I D GE L I GH T I NGS T A 1 5 +3 8 .0 0

B AR S U( T Y P )( S P A N S1 - 4 , 9 )

B AR S C 2 A T 1 2" M A X S PA1 1 0 . 68 6 ' ( A R C )

3 3 2. 4 5 6 ' O V E R AL L

S PA N 9 I H L9 3 L O AD I NGP A N 8 IP A N 7 I P L A NS C AL E : 1 2 0 'R E V I S IO . D A T E

NOTES :1 . S EE S HE ET 1 O F 3 F OR G E NE R A L N O T ES .

B R O W N& G A Y

Brown & GH ou st on A us ti n

TBPE RegE NG IN E E RS , I N C .M AR SH AL L C RU PR R O VES LA B P( SP AN SJOB NUMBER!S l B I I T T E D : I R I O A Y E J t C H : E R S, I(SCAlE: 1 20

O E ! iORA9


24/68

SPAN REINF CL SCHPC! SEJ-PCONCRETE CONC ( 4 I N) SSLAB (BRIDGE T RC L S ( HP C ) SOWLKlNO SF CY LF1 3922 11.13 38:2 3911 11.5 03 3922 11.8 04 3932 12.0 385 3776 12.1 06 3922 11.8 0"7 3944 12.3 38e 3943 12.2 09 3943 12.2 38TOTAL 35215 107.7 152C D R E IN F OR C IN G S T EE L W E IG H T I S C A LC U LA TU SI NG A N A PP RO XI MA TE F AC TO R OF 6 . 8

BAR SIZE1-0'B #5C #5

3 aITYP) t FOR C O NT R AC T OR ' S I N FO R MA T IO N O N LY .Il ' -Os G EN ER AL N OT ES :TVP) I.D ES IG NE D A CC OR DI NG T O A AS HT O L RF DSPECIFICATIONS.2 . M U lT I -S P AN U N IT S1W IT H S LA B C ON TI NU OU SI N TE R IO R B E NT SL MAY B E F OR ME D W IT H T HES H O W N ON T H I S ~ HE ET A ND S TA ND AR D I BC S 3 . SE E I BT S S TA ND AR D F OR T HI CK EN ED S LA B E ND E TA I LS A N D Q U AN T IT Y A O JU S TW E NT S .4 . SE E P CP O R P W D F S TA ND AR DS F OR D ET AI LS AQ UA NT IT Y A DJ US TM EN TS I F E IT HE R O F T HE SEA RE U SE D.5 . S E E I S M S S T AN D AR D F O R M I SC E LL A NE O US D E T6. A LL R EI NF OR CI NG S HA LL B E G RA DE 6 0. A L. LR EI NF OR CI NG S HA LL B E E XP OX Y C OA TE D.7 . C O N CR E TE S T RE N GT H f'o 4 , 00 0 P S I.8 . B AR L AP SL W HE RE R EQ UI RE D, S HA LL B E A S FE PO XY ~ OA TE D - # 4 f 2'-1"~ #5 2'-7"

3.000'.000' . .E Q S PA 31.000'PA N 1 .. 3

:!CSP~A:::cN~2_+-;--..:;VAR~I~E;7,S~t__--_ - __ -_-------_- __ - =,-4__!E~QPA 32.105' VAR!ES1.333' NI N 1.363' MINTO 3.622' MAX TO 3.553' MAXVARIES 4 EQ SP A m 32.667' VARIES

) C ' - x S PA N . . 1 . 4 6 3' M I N 1.333' MINTO 2.981' MAXI ITO 3.028' MAX:!CSP~A~N~5~_+-~VA~R~I~E~S~+-_- __ -- ---~4~E~Q~SP~A~VA~R~I=ES~~31~.~8~52~'~M~IN~T~0~3~1~.~79~0~'~M4~X~ -4~~V~AR~I~E~S~1.333' MIN 1.344' MINTO 3,794' MAX TO 4.34S' MA X

VARIES 4 EQ SPA VARIES 3 1.241' MIN TO 31.309' MAX VARIES BARS C2PA N 6 1.333' MU 1.354' MINTO 4.441' MAXI ITO 4.167' MA X:!CSP~AN~7~_+-~VA~R~I~E;7,S~t__-- - __ -_--- __ "::!....!:E~Q~SPAA RI ES 3 1. 46 5' MI N TO 31. 47.:..:0::....'_MA=X"-- --I-::-~V~A~R~IE~S~1.333' MI N 1 . 3 3 3 ' M I NTO 4.167' MAX TO 4.430' MA X"'S,P'-!A~N~8_ _+~..:;VA~R~I~E~S~t__----------------. 4 E Q S PA D 31.465' VARIES1 . ~ 33 ' " I u 2-!~~~~~~ .~~~~~

I~ n 1.333' MI NTO 4.201' MAXI IT O 4 . 40 9 ' MAX

_ . 1 . ~ ~ ~ ; E ~ I N . I . 4 E Q S PA V ARI ES 3 0. 465 ' MI N TO 3 1 . 4 6 5 ' MAX VARIES

9. S EE R AI LI NG D ET AI LS F OR R AI L A NC HO RA GEI " " l 1'-4" ' ( " IC_jBARS UTAB LE O F SEC TI ON DE PT HSSPAN BEAM ' X' A T Y AT Z ATNO NO tB R G t BRG tSPANUN) UN) UN)6 1 9 ' 1 2 6Yi "9%6 2 9/ 2 63'/, 9/26 3 9/ 2 631/2 10'%6 4 9h 63 '1" 1 0 %6 5 91(2 63 ' /~ 101 --- j 9 4 ~1 9%7 :2 9 " ~ .. ~7 3-4 9 4 630/4 111'87 5 9r4 6~ 1~'28 1 ltl!:' 6s t / . 9'! .8 :2 1114 651/4 9'!4II 3 1 l ! J . . 651/4 118 " 11'14 651/4 lW.a 5 11'tt 651/4 10,.9 1 14/2 6at/l! 9' 19 2 141" 6ath 99 3-4 1 4 1 / 2 68/,. 11 'a9 5 1 4 1 / 2 6lfl.. 10,* T H E O RE T ! C AL D I M E N SI O N

SPAN I) H l9 3 L O AD IN GS EC TI ON A -AS C A L Ez 9 4 " 1' - 0 ABLE OF DEAD LOADDEFLECTIONS EVISIO. DATEA "(H) "S"(HISPAN NO B EA M N O TABLE O F SE CT ION D EPT HSSPAN BEAM X AT Y AT Z ATNO NO tBR G tBRG tSPANUN ) moll mn1 1 1 .. 6 " 10 /41 2 1 4 6


25/68

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26/68

E dg e o f TABLEBridgel ~Shoulder BA R SIZE R ei nf s te el w ei gh t 8 .5 L bs /S F o f A pp ro~n @ A #8 1 8. 4 L bs /L F o f S up po/1 \. I B #5 A re a o f A ppr S la b 20'11+ 0.5'112 ta n 5 (

0 #5 ( Su pp or t S lo b n ot included)CD E #5 'II W id th o f A pp ro ac h S la b ( fF #5#5 S S ke w A ng le ( de glG

T #5

E dg e o fBridge , , -- W in g wa l l o r.

A / C I P R e ta i ni n gWall,\/ / / / / / /1/ / / / ~\/ // ~ ~L , T n~), " 0 , \/ // at 12 " Ma x r : it v / / 1 , ~\/ / Top)- i ,, \// E, Spa o+ I 'of V /~ 12 " Maxy , 't-( 1Bkwl \ // \, ,\\ 3" Bars B (Too) an d D ':~~ -1/ / / / / / /

-\l.Wingwa II or -J)I P R e ta i n in gWall 20'-0"

+- E, Spa ~ +-~I 12" Max \ F, S pa a t . . . .(Top) an d 12" Ma x.0 ( B at t ) - , .00 0'" Bars B (To ) an d D (Batt) 3" Vl1 S pa ce d a t 12" Ma x d r : 10 J 00 0a 0l- I..e. 0.e. < f - 0....: C an st J t@ :< . . . .a a1 1+- < S , - +-'0 Support u. . Slob . .. . Face . .bu t

C DF la re B ar s B on d D i n t hi s r eg io n (1-6" M ax S pa , 3" M in S pa ). M inbar length 2' -6" . Bend bars as necessary.@ pr ov id e l on gi tu di na l c on st ru ct io n j oi nt s t ha t a li gn w it h l on gi tu di nj oi nt s i n t he b ri dg e s la b w it h b ri dg es b ui lt i n s ta ge s. O th er l onc on st ru ct io n j oi nt s m us t r ec ei ve a pp ro va l o f t he E ng in ee r.C D s ee d et ai ls e ls ew he re i n p la ns f or s ho ul de r d ra in l oc at io n a nd d et a( DF or C on tr ac to r' s i nf or ma ti on o nl y.a Do n p or ti on o f s up po rt s lo b t ha t s up po rt s t he c on cr et e p av em en t, a dje le va ti on , i f r eq ui re d, t o a cc om mo da te c on cr et e p av em en t t hi ck ne ss .t ro we l f in iS h. O il t op o f su ppo rt sl ab wi th 60 g ra de o il a nd a ppl yo f po wde re d g ra ph it e. P re ss do wn o ne l ay er o f 30# r o of i ng f e lt .G DM ul ti Pl e p ie ce t ie b ar s a re a cc ep ta bl e a t l on gi tu di na l c on st ru ct io np ro vi de d m in im um l ap s s ho wn a re a Ch ie ve d.C D s ee d et ai ls e ls ew he re i n p la ns f or r eq ui re d c ro ss -s lo pe .@ Pl ac e i n a cc or da nc e wi th I te m 438.Sacker rod shal I be 25% l ar ge r t ha n j oi nt o pe ni ng a nd s ha l I b e c om pt he s ea Ia nt .

______ .L Q9Place Y 2" P re fo r me d B it um in ou s F ib er M at er ia l b et we en c on cr et e r lo f a pp ro ac h s la b a s s ho wn w he n c on cr et e r ai I in g p ro je ct s o ve r t he a

F, S pa a t2" Ma xac eAbut

(J;\'" ._L ~

. . . . '" .,0> "'Ot)OJLo+-a .. . ; ; >; . r f - - - - J - - - h r - - ' r , ; : : : ; ~. . .: t : ; _ = ' ! , : _ ' i i : _ 9 ~ - . i - l - lGSupportSlab

r- A p pr o ac h S l ab( F lu s h w i thT op o f S la b)E (#5 at 12")-S e e I s ol a ti o nJ oi nt D et ai I

Wingwallo r C IPRe t 1 ' 1 0 IID AbutReinf ...-J1-y!_L~\.___I_-Permiss.1 C on st J t1 - '- _- = 2_ ' _ -6 . :: . __ "--1-.5'-0 1

M5 Ewoll M in L ap(#5S HO WI NG W IN GW AL L O RC IP R ET AI NI NG W Al l-I S HO WI NG M SE W AL L S EC TI ON C -C E CT IO N A -A S EC TI ON B -B S EC TI ON D -DClass 4, 5 or 7J o in t S e a la n t( L ow M o du IusSI Iicone)

W = W idt h o f A ppr oa ch S lo b ( ft )

r - sY z " ---H-- uJ 1 . 2 " E nd C ovII i N y , 12" End Cov , II I~ e x as D e { XJ rt m en tofBrIdge DIvis/onT y pi c al S e ct i o n A t S up po rt S lO b __If. Structure(j) Closs 4, 5 or7 J o in t S e al a nt( L aw M o d u lu sSiiicone) /1~~~)1~4"R ~~!, ' " , --+C an st . "' :' ,. ,, . ' IJ o in t - . '. I.', .J. : 1 . - ' ,III "I I12 "

W in gw al l o rC IP R et W al l~

Wingwal Io r C IPRet Wal I BRI DGE A PPROACC ON CR E TE P AV E


27/68

ec .-L + - '" . ,C> VJ0 1 0 ,1 0 ."-" '"U+OOL-c.c 0i:;o~ sIVQJOL(1)0+14-CO"-a '"ChL0CCJ_wa..c+-+--( I ) > > :JOC"+ - )XOOOLJoEOcno .,_.," I~ :h- + - + -'0-0'0-1L.....-LOYo L'0 - 0C""(I)OOccc+00" 0."_"L00CUO- L"_.c",++OLcco....OLWCOL4)+.;:~~~~wJ ( O r : :~ owo-Q)ZO~....c-It- "J-\....U : a IVV) -t -o..c:- (,)X I-o


28/68

~ iI ii1III I I

II II I,- j I

- -- -C ol um n ( re in f n ot'--T,-----+ I-+++"-'~ s ho w n f or c l ar i ty )

i i ' Finish J > -O ow el s ( si ze a nd n um be r, i-'!--t-1H--1+J s om e a s c ol um n r ei nf l.!i I GrOund) I O owe Is ar e t o be5 '! I i nc lu de d i n u n it p ri ce._ r.:'\r~ b id f or D r l l ie d S ha ft s.o~ t I ~ ; t , ~ ~ ~ 5 1 ' 1 = = ~ = = ~ = " 1 $ ~ ~ ~ t t ni}. ! w - g' ~ =r- r-- Dr iI Ie d S h af t~ _ ~ f < ) i TI~

N(J II " ~--(i)C o ns t J oi nt

! riI I r- F i n i s hi i I GroundiI ~ ~1Ij)! +- cC ij) j +- f = : t = =:~ c-t::: &~!t : : : :.-, 0 f:::;-,.

OPTIONALI NT ER IO R B EN TD RI LL ED S HA FT D ET AI Le D

, If unab le to avoid co nfl letw it h w in gw al l p il in g a t e xt er io rp i I e g ro up r eg ar dl es s o f w hi ehp i I e w ou ld b e b at te re d b ac k,o ne p i Ie i n g r ou p m ay b e v er tic al .S te el H p il in g( ex te nd a M in rC l Ca p1'-0" i nt 0t 4t la Pl "I ,! t+ ~ N or ma l 3 : 12B at te re d P i I e----I I I I~I I'piIing.1G r o u pV ER TI CA L P IL E B AT TE RE D P IL EO RI EN TA TI ON O FSTEEL H PILING PILING DETAILS

( Co ncr et e o r S tee l H ) ( Sh ow ing P lan V iew o f a30 S k e we d A b u tm e nt )

1

42" D.S.

_r~fl 8 - #9N~ C D

30" O.S.

~1~~0-#9~ 1 3 "_L___

36" D.S.

'~


29/68

3 0" C OJ - : - r, I, !N_j~

f---f--t--!->--"--- F0 O NE 3 P IL Eize Lar No .1

636B A R S F e3FC 127

Re i forc i g S tee I~ 1 f~I~~ ~I~L l ' - 2 " J 'H Bars

11 ' - 7 " J # 9 B ar s~__:: _=_::_B ARS FO

C la ss CH Concretetl Co I um n ---! dr-ItF~1 ~F C I

~N' ~ I _ //FT-:fl.t - --7"~ I~ I , I I+ ~ , , / F3\ Fz~--Ft It-, - ,,~-~ + -1~ . lL : : ~ : - - :1~11 .~ FD ~ + - ~ I I~ ~ ~I;:--I' rf ' N ! _ 4" t,- " 1 ! 1 L = r = - - - ' 1 .++OLCCO"0OLUL~-I-uCUQ 01r. ( ' f . I3 i : EW :J C 16Qa:-c-(!)otIU FD@ 7QoI- Reinforcing Stee I IC la ss " C" C on cr et eON E 5 P I LESizear No. L

0R = 3 1 /4 " - # 7 B ar san d 5 '1 4" - # 9 B ar s 6C 24FD@ 7e in fo rc in g S te ell as s " C' C on cr et e

F2:.:JI

1. IJ_ l' -9" I' -9" 2'-6" 2-6"

3 ' - 9 " I 3 ' - 9 "I----______--__I_7/-6"\------------------,

4'-3"GENERAL NOTES:D es ig ne d a cc or di ng t o A AS HT O LS p ec i f i a t i o n s .S ee B ri dg e L ay ou t o f e ac h S tr ucF ou nd at io n T yp e t o b e u se d.D ri l i ed sh af t de ta i I s sh own a rf or r et ai ni ng w al I, n oi se w al I,f o un d at i on w i th c ut s t ru c tu r al e vF oo ti ng s s ho wn o n t hi s s ta nd ar dapp Ii ab Ie f or c o Iu mn s Ia rg er t hD et ai ls sh own o n t hi s st an da rdu nl es s s ho wn o th er wi se i n t he p lM ax im um P il e L oa d f or t he f oo tb e a s f ol lo ws : 72 Tons/Pi le w it80 T o ns / Pi I e w i t100 T o ns / Pi I e w i tT he f oo ti ng s sh own o n t hi s S tab e u se d i n d ir ec t c on ta ct wi th se xp os ed t o s al t w at er s pr ay .Or i I l ed S ha ft r ei nf or ci ng m ayP i I in g u nde r a bu tm en t wi ng s t om in im um r es is ta nc e o f 10 Tons.

PLANF OU R P IL E F OO TI NG PLANF IV E PI LE F OO TI NGH RE E P ILE F OOT IN G

C D M in l ap w it h C ol um n r ei nf :# 7 B ar s = 2 ' - 4 "#9 Bars - 3 ' - 1 0 " 6" M in a t G ra de C ro ss in g,1-0" M in i n C ha nn el .G D O r a s sh own o n pl an s.G) S ee l ay ou t f or T ype , S iz e a nd l en gt ho f P i l i ng . N um be r a nd si ze o f F O b ar s m ust m at chC ol um n r ei nf or ci ng . F O b ar s sh al I b etied to the top of the bottom mot ofreinforcing@ Fo r 24" C ol um ns, u se # 7 F D b ar s (6-0")in place of #9 bars and deduct 116 Ibs.For 36" Columns, add 2 FO bars (54 lbs i,

SHEET 2 OF~ Texas D e p a r t m e n t ofI Brdge Dv i si onuu"" C OM MO N F OU NDETAIL

F I L E : + ce +c eo t. d gn DN; TxDOi ! CK: TxDO i xDOT A pr ; i 2006 D1STR:CT j F ED! I I REVSONS Ii-i

ICOUNTYL- ~ ~

R o od wa y S l op e (2 ) T o r ed uc e t he q ua nt it y o f c as t- in -p la ce c on cr et e, b edd in g s tr ip t hi ck ne ss


30/68

T AB LE O FB ED DI NG S TR IPDIMENSIONSwroTH HEIGH12Min Max1" (Min) \ 1 2 " 2"

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C ]) Pr ovide r al I joints at ends o f al I spans t he same width as Sl abj oi nt o pe ni ng , e xc eR t t ha t R oi I J oi nt s o ve r c on st ru ct io n j oi nt sm us t b e 1/4" M in t o 0 /4" Max in width . Jo int s m ust be o penI f sl ab j oi nt o pe ni ng is no t s eal ed . Jo in ts o ver co nst ru ct io njo in ts an d o ver se al ed d ec k jo in ts m ust b e p lug ge d. F or min gm at er ial used in joint s m ay b e left in pl ace if it Is I ight inc ol or a nd c om pr es si bl e, s uc h a s t he f ol l ow in g m at er ia ls : p ol ys ty re ne ,m ol de d co rk gr an ul es, s po ng e r ub ber s he et , e tc. I f f or min g m at er ia lis not left in place, th e bo tt om 6 " must be pl ugged wit h slab jo ints ea li ng c om po un d t o p re ve nt d ra in ag e a nd s ta in in g.@ In cr ea se 2 " fo r st ru ct ur es wi th o ve rl ay .@ co ns tr uc ti on y ea r ( us e if sh ow n e ls ew he re o n pl an s) 3 "H ig h " Pl an ti n B ol d" T yp ef ac e w it h 1/4" r ece ss . P lac ed ato ne A bu tm en t o nl y o r as d ir eo ted b y t he E ngi nee r.(j]0 Imens ions m ust be t he sam e o n each side of j0 Int.~ Fo r r ai se d si de wa lk s, ad d si de wa lk h eig ht t o t ot al b ar h eig ht .

U se s id ew al k h ei gh t a t r ai I 's l oc at io n.@ Re du ce b y 2 " o r fi el d b end o ver P re fo rm ed B it um in ousF ib er M at er ia l t o g ai n c ov er .C [P Br on ze S tar di me ns io ns o f t he fi na l pr odu ct c an b e s l igh tl ys ma ll er d ue t o s hr in ka ge a ft er c as ti ng .

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NOTES:

CURVE MARSHH-3 CURVE MARSHH-4 CURVE RW 3-1 CURVE RW 3-2P I S TA - 1 4 +8 3. OS P I S TA - 1 8 + 8 0 . 0 2 P I S TA - 1 +2 2. 7 6 P I S TA - 1 + 8 9. 1 7t:. - 7 6 ' 4 1' 7 3 . 8 8" ( L Tl t:. - 4 2 " 4 3' 3 5 . 4 S" ( R T l t:. - 5 ' 40 ' 09 " ( L l ! t:. - 6 S " 4 9' 2 3 " ( LT lD E G R E E - 1 2 ' 03' 4 4 . 1 7 " D E G R E E - 1 6 ' 2 2' 1 2 . 8 1 " D E G R E E - 1 2 ' 27 ' 2 0. 1 8 - T A N G E N T - 1 9. 42T A N G E N T - 3 7S .7 8 T A N G E N T - 1 36 .9 0 T A N G E N T - 2 2. 7 8 L E N G T H - 3 4. 46L E N G T H - 6 3S .8 3 L E N G T H - 2 61 .0 0 L E N G T H - 4 5. S 2 R A D I U S - 3 0. 00 'R A D I U S - 4 7 S . 0 0 ' R A D I U S - 3 50 .0 0' R A D I U S - 4 6 0 . 00 '

1 . TO P O F L EV EL IN G P AD S HA LL B E M IN IM UM O F 1 ' - 0 B E L O WF IN IS HE D G R AD E O R B E LO W N AT U RA L G RO UN D W HI CH E V ERI S L OW E R .2 . R E T AI NI NG W AL L C ON TR OL L IN E I S L OC AT E D A T T HE T OP O FT H E I NT E RI OR F AC E O F C OP IN G.3 . S E E - M EC H AN I CA LL Y S T AB I LI Z E D R E T AI NI N G W A LL " S T AN DA R DA N D R E T A IN IN G W A LL F O UN DA T IO N I M PR O VE M E NT SF O R A DD I TI ON AL D E T AI L I NF O R MA T IO N.4 . S E E - E AR T HW OR K M EA S U R EM EN T A T R E TA IN IN G W AL L W AL LS A ND S T AN DA RD F OR E AR T HW OR K P AY ME N T D E TA IL S5 . F OR G RA DI NG A ND A DD IT I ON AL I NF OR M A T IO N S E E S HE E T" R ET A IN IN G W AL L N O I P LA N 8c P R O F I L E . "

R E V I S I.. .: :: _ ~ _ _. .... . - , .N O . D A T E

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