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BENCH MA.E'.�G
<br />n.YJ. ,S7ATiCiA/ L'aC3G:Q/PT/ON EGE✓AT/Lin/
<br />7 57+75 CO X ON CONC.QCTE PGATFG�M LT B6/.%
<br />V W
<br />hl Q
<br />88o--
<br />IY" _
<br />I EL.H69.88 ��� EL. H69s f I HJO—
<br />t ry Z:/SLOPE �i I�� 8Yd)—=
<br />H53 aZ J,' II -
<br />0
<br />/d- aZ�STEEL .S' P/L ES
<br />�PO/NT gEFERREO TO GN RGFiAOE Ln/E -i A/.� G,4KS HUE.
<br />S/DE EL EI/AT/D/V
<br />L OO.e. /NG NORTH
<br />/AS R-4 B 7-B OF ABUTS
<br />70'O �y 70-'0
<br />5. PT OF Cr- / L EAR. f
<br />0
<br />Z -B
<br />/--L/M/TS OF SCOPE
<br />F'AV/NG
<br />E PGA TE.
<br />sEE X--2 C9� XZ �2S0
<br />I F7K <OC.47-l�N
<br />Eit/O OF FGOO,Q — 5 TA S'7> 57.00
<br />IF. AUX REF UNE
<br />STA. S6+BBDO -,974 -6-7 00
<br />�� P/ER F MEO ¢ OF BSG E ABUT
<br />FA/R OAA-
<br />it
<br />AK
<br />.57, - SB TRANS/T
<br />REF L/NE
<br />I TA SG *'90.40TL.I STK 'x.30
<br />'STASf *Oo.OL1
<br />70"0„ 70 :0., ----]„
<br />TO B. OF ABG/TMENTs' I�!`L
<br />PL AN
<br />2 SP/LI/ CONT/NUOC/S If3EAM ON 2.C.
<br />S/GG A9UTMENTS �QC COG UM n.'
<br />rY.�E PiE.e..
<br />GfADE L1A1E- FA/R OAFS AVE.
<br />2
<br />Z
<br />::VA45417-
<br />O
<br />--,4,54r
<br />TOTAL
<br />EXGavAT/ON F0,2 STR UC TU,QES
<br />C.Y
<br />_ XZ724B
<br />36
<br />45
<br />hh
<br />h� EcaJGzs
<br />��
<br />C.Y
<br />.P
<br />IQ ENO OF 11,00e
<br />W
<br />,5'St2
<br />h W
<br />n/q
<br />L. B.
<br />42/ 960
<br />0
<br />3, 930
<br />STA_ 66 /S/ 00
<br />N
<br />p
<br />gOF
<br />BR. G W ABUT
<br />STA 56 +82.6 9 7-L.
<br />62,aoo
<br />-,5.r,4 -,F Oo 00
<br />`otiL
<br />3/.600
<br />3/�rs00
<br />LUB.QKArEO BR6�/ZE PLATE
<br />-
<br />0 L= TT-
<br />/30
<br />O
<br />/3p
<br />S.F
<br />/6
<br />/g
<br />_B_EAR/NG
<br />.STEEL TCST
<br />STEEL P/L/NG-pEL.
<br />L.F
<br /><-,no
<br />4gSU
<br />550
<br />STEEL P/L/NG-OR/VEN
<br />TUBULAK R4/L/N6-TYPE'A'
<br />FLOOR ORA/NS - TYPE 'A'
<br />[.F
<br />EA.
<br />600
<br />450
<br />SSO
<br />1,000
<br />OOG✓�KSPoUT-!o/NCH
<br />SLOPE PAV/NG ONCRETE—
<br />L.F
<br />SY
<br />/6
<br />N
<br />/64
<br />/G
<br />32-g
<br />',
<br />26�d�FF i 7
<br />0
<br />Z -B
<br />/--L/M/TS OF SCOPE
<br />F'AV/NG
<br />E PGA TE.
<br />sEE X--2 C9� XZ �2S0
<br />I F7K <OC.47-l�N
<br />Eit/O OF FGOO,Q — 5 TA S'7> 57.00
<br />IF. AUX REF UNE
<br />STA. S6+BBDO -,974 -6-7 00
<br />�� P/ER F MEO ¢ OF BSG E ABUT
<br />FA/R OAA-
<br />it
<br />AK
<br />.57, - SB TRANS/T
<br />REF L/NE
<br />I TA SG *'90.40TL.I STK 'x.30
<br />'STASf *Oo.OL1
<br />70"0„ 70 :0., ----]„
<br />TO B. OF ABG/TMENTs' I�!`L
<br />PL AN
<br />2 SP/LI/ CONT/NUOC/S If3EAM ON 2.C.
<br />S/GG A9UTMENTS �QC COG UM n.'
<br />rY.�E PiE.e..
<br />GfADE L1A1E- FA/R OAFS AVE.
<br />Gso'vc. Q$ 8 e g I
<br />GRADE Z- Vf ON S. T. // #.30
<br />BOTH LANE$'
<br />AG ONG /i@EF G/NE �[ L.B-/ 3-a//) s'AL,•x.
<br />/3. l 5-6.12-3.7 f ry 1, 1 Fo/7,z�6¢150 /29
<br />TOTAL EST/MATED QUANT/T/ES
<br />B/O /,-EMS
<br />UN/T
<br />SUPEQ
<br />::VA45417-
<br />3. LONG. SEDT/ON FBEAR/NGS
<br />--,4,54r
<br />TOTAL
<br />EXGavAT/ON F0,2 STR UC TU,QES
<br />C.Y
<br />_ XZ724B
<br />36
<br />45
<br />hh
<br />h� EcaJGzs
<br />��
<br />C.Y
<br />/35.4-
<br />540
<br />W
<br />,5'St2
<br />h W
<br />Gso'vc. Q$ 8 e g I
<br />GRADE Z- Vf ON S. T. // #.30
<br />BOTH LANE$'
<br />AG ONG /i@EF G/NE �[ L.B-/ 3-a//) s'AL,•x.
<br />/3. l 5-6.12-3.7 f ry 1, 1 Fo/7,z�6¢150 /29
<br />TOTAL EST/MATED QUANT/T/ES
<br />B/O /,-EMS
<br />UN/T
<br />SUPEQ
<br />::VA45417-
<br />3. LONG. SEDT/ON FBEAR/NGS
<br />--,4,54r
<br />TOTAL
<br />EXGavAT/ON F0,2 STR UC TU,QES
<br />C.Y
<br />_ XZ724B
<br />36
<br />45
<br />35
<br />//3
<br />C ONCR2ETE MASONRY
<br />C.Y
<br />/35.4-
<br />540
<br />345
<br />,5'St2
<br />276. /
<br />BA.P STEEL i2G/NFO.QGEMENT
<br />L. B.
<br />42/ 960
<br />/37d
<br />3, 930
<br />/.57q
<br />50,030
<br />STRUCTURAL CARBON STEEL
<br />L.6
<br />B2 400
<br />62,aoo
<br />STRUCTURAL LDL!/ -AL LOY STEEL
<br />G.B.
<br />3/.600
<br />3/�rs00
<br />LUB.QKArEO BR6�/ZE PLATE
<br />LH
<br />/30
<br />/3p
<br />PADS
<br />S.F
<br />/6
<br />/g
<br />_B_EAR/NG
<br />.STEEL TCST
<br />STEEL P/L/NG-pEL.
<br />L.F
<br /><-,no
<br />4gSU
<br />550
<br />STEEL P/L/NG-OR/VEN
<br />TUBULAK R4/L/N6-TYPE'A'
<br />FLOOR ORA/NS - TYPE 'A'
<br />[.F
<br />EA.
<br />600
<br />450
<br />SSO
<br />1,000
<br />OOG✓�KSPoUT-!o/NCH
<br />SLOPE PAV/NG ONCRETE—
<br />L.F
<br />SY
<br />/6
<br />/64
<br />/64
<br />/G
<br />32-g
<br />AL U<.-1 /NUM OR Z /NC PLATE
<br />S F
<br />2 �
<br />z /
<br />"X' 0.2/VE ONE 60=0 TEST PjLE AT E. ABL/T yr ONE 45=0' TEST PC.E Ar PE/Z.
<br />GENERAL NOTES
<br />DRAT.(//NGS SHALL NOT BESCALE-0,
<br />BEVEL ALL EXFCLSEO EDGES OFCONGRE7E / UNLESS
<br />OTKER Gt//SE SPEC/F/EO
<br />ALL CONCRETE MASONRY SAALL BE 6RAL15AA % x /400 Ps �-
<br />BAQ STEEL R E/NFORCEMENT SAALL HE /MBEOOEO 2
<br />CLEAR !/NL ESS OTHER GU/SE SHOWN OR - NOTED
<br />ALL F/ELO CON/i/EC T/ONS SHALL BE MADE GU/TN ¢>�R/UPS UNLESS
<br />OTHER U//SE SHOGUN ORNOTEO /414. /--1/ OFi2/VETSy3-.Rd H/GN TEMSil
<br />STRENGTH BOLTS MAY BE !ASCO
<br />,-?z/NG ATABUTMENTS SHALL BE /0'BP42'RS7EEL -/Z. A16
<br />EST/MATED 50-0`LONG ANGOR/VEN TOAM/N/MUM BEAR/NG f/ALUE
<br />OF20TONS�P/GE
<br />f�/L/NG ATP/EQ SAALL BE /0RB.P42#STEEL
<br />EST/MATED 30=O'LONG A/VOO.P/UEA/TOA MIN/MUM BEAR/AK VALUE
<br />OF 37 TONS/P/LE
<br />7ARE %- RM ANO SL OPLL /NFRONT OF THE ABUTMENTS S1144L Be
<br />COVERED LU/TN SLOPE 99U/itY 45,51040N ON TH/S SHEET ANO ON
<br />SHEET X 2725/.
<br />UPPER
<br />41M/TS OF .EXCAUAT/ON FOR STR UC TUR ESR SHAGL BE
<br />7.s'E F/N/SNEO GRAL�'O SECTiO/V
<br />L/ST OF 10RAWINGS
<br />I GENE/2AL FLAN
<br />:rZ 7Z44
<br />2. SUPER STR UCTU.eE ___
<br />XL 7245
<br />3. LONG. SEDT/ON FBEAR/NGS
<br />X2729G
<br />4. EXPANS/ON 1/011VT __ __ _
<br />X2 -7Z4 7
<br />,5 FG DOR. OR..A/N OETA/GS__
<br />_ XZ724B
<br />G. TUBULAR ALUM/NUM X414-14-.
<br />X27249
<br />7 TUBULAR. STEEL ,QA/UNG
<br />X272Sa
<br />,Y ABUTMENTS _
<br />_ XZ725I
<br />9. P/ER _.__.__
<br />XZ7252
<br />/O.SUBS UR FACE EXPL OR-AT/ON
<br />X 2 7253
<br />X 2 7244
<br />
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