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908ll_br f0 GENERALNOTES: '1 . 11' SHALL BE THE RESPIJN'D'IBILITY OF F-IE DEVELOPER/OWNER OR' Ar mff CUI''41TRAC'i OR TO // PPI _rCJ TI-I F IVC I RIVERSIDE i CCJIJI'1T`'( 1; AN? PCJR 1",;�IOPl1IL DE"�_'ARI_s%4'El F, PER.",411T SECTION, FOR AN ENCROAr HMIENT PERMIT B=UR; ot"mm V1= ALL WORK PERFORMED WITHIN PUBLIC; RIGHT-OF--"WA`(, DEDICATED ANID ACC P•11 IJ FOR PUBLIC USE; AND TU BE ESE SF)ONSiBI_'r, FOR c„�)J. jy' `",``_�( -pr--`),7 y/ 1.,�"}spy� �I ( qqq��� �` FOP � J� (,t} �J�1"Y��a•' `� r”ENV py 1 E F,,,/ s_ d � 4'0 �y -,_'A I..)*F/•1I3O 1 (C'O rP �._IANCE FOP 1 \LL l` R 16.._�f� EN�Y II S����IIM�I�N AL A Y �f l0C11� I=?E_r>1._�JJ-\ I() S (: UIRING 1-11E E.IFE" UE �:ONSTE�UI0 101`A AC_FIvo r1E3 FOR TI IS � N t, 1'F�'.C �EC�i. r�l_ EJ1rICJi��OL i1.� JIE ,�1vJ/`UES 'EfiIT; ;�i/,`'( BE :`Cr1J11 Y •F �TIOAI c�(COn1s17zcICT>oJ.1 X915 PCOJEcT) <a U t 2' �' -0 ,' 7'`_ ®" T+a'f °. '"G N _ 31- 6"— --?' - O" T REAWE ® CN,41N LINK RA/L/�IIG r,PC T CI�APrJ LII.�K KAdLt/�G -- I ° � G/RDEiP T"YP. ,P/YEAPS/IJE pRll/E B! _ P �O/� � G7/f t�l�Gf�11 / (TYPE 7> PER CAL T&AkS y , EXsSTINr �---- e .�>Al LIAJK,�A1unI6 I &�.IDGE (STYPE 7) PES CALT,C'A V5 I i 5TD. PLAAJ Br1-52,7��T I I DEC K ' ' 570 PLAAI Btl-Sz TSR KEMDVE EX.-, �lM 1 TS 2f.�v1OIiE � ,v a Tex. I CONCIPETE Be4RR/ER TrPE a3 I I I ELEC. ao + y d.C.O►/EK LAY ExrSrl�Ic���IUGE 7p , PR®VIDE NEW AC ®VERLKI M s -® ��Ilcc�rF as/rzeE CUA,°C�CETE �AK,+m/ER � P�f'OffLE .+�`r4fIL" 't � `' -''� C IEKLM I — — �; t�E l< EX15TInl6 l Mf M EME MMUTIIMS � (T/PE L6 PEe 6 CTtiAvs (TYPE 26) PER CALTRAUS .STD PLAAI 811-s4 z i B ,� I I z f® GIRDERS s 0 8'c.r 2fv 5r PCAA1 Z/ l ,r oo I 314- D / G✓ �n-�-- (W6 VE t I �,�.� I - I C` i ��- I 'Z Gl2DE25 TYP. jj I d i �--Exp sr AJc7 sv.L'AL.E v)sD><I _ � SAU/L'clFA D kEr 16LIE E,<1,5 7-341 DC,6-DECK.` I � L17/LIlY 6PEnJIIJC EXISTItiI� PACIFIC BELL <> oia A, '/X 7'etZI 1T/CITY DPEA1irvCT BPIF ExTE2/v� Glfuc K. STA. ff�O5'77 FACE of vlF�,T Agu -- 4734--- — i�AC'E t� EAS? Aar11 X/5T/l�fa) C46WR SPAM (Exrsr/At�� ���,,�`�l/� ��1L1��7 (r�P� 7) SRR/(ClGE jOCCI( f�iclC'AL SECT!/ON -- Ex/5/`/A/t3 PEI CALT2Alt15 STD. �'LA1t1 81153 T`lP. 3, ® 3d BAKKIE,� EXIS71JG A&jTMENT&� FedTln1G w`s P,�EC'A57 I.,, GI,�DE_Z Q T..S4.4,2 ( i EX15TIA16 ABt�IrdEAlT& ",007W49 BOT T®M OP FOOT/NG + . EXIST/iVG} JOFT•OM OF FOOT/NG �I (E'XI5 rlNC�) ( ,�X 15F1NC PROF//E G�PAOE �' iP/�'ER'Sll?L OP A — MEI AL BEAM GJAtMeAIL 1)) PER C+ALT2A&IS STQ. PLAAI A77r ��-- (5EE 511T. 9) EKISJ. G��cIC'. O C /O' B/4lZP1el &YPE Z67) EX157- COn/C. / P ^, //1 R i a I \ �lJ 91 a er x. I i I OETA/L A 1 I � i ,SKEW - IO3° d2 f - IJ \- \ ®Q, R/r iPS'I®E L7,E' BRIl3GE- T�1. 77 TA/IjGENT LINES I FACE OF YVEST ABUT i ` — — — I i— ` I \ - R/VER i E DRNE -- — - \ EK �PIYEAPS/OE Dk I V�: (C4VfVE NOT TG' SCWLE) I i i k 6X.. �P W SIDE NeIVE I �1 LIIvG !yt/AN DA AVE. n ET RCnno+fE C.L. rcEAICE F�4CE OF EAST ABUT + C.L. PEIJCE �a � RIV6,F31af DX I UE SRI®GE ® N STA 95 T ��. 44 � � Of T�4& (� SEE 5rREET O 1 - IA�IPktJI/E,IIIE/1P�` PLA. EXJS/. Zak. EX1�T COAIC. 8,49?&Ee2 CT`r'PE 25) ,BARRIER t TYPE 25) 18' 11` 11 ' I ' 4 gA VA j" s /?-c ca c-c Ty /®/ O /0' RECOMMENDED FOR SEAL_ REVISIONS; PREPARED B • ,� THIENES ENGINEERING C BRIDGE PLANS APPROVAL COUNTY CIVIL ENGINEERING*LAND SURVEYING __. 16800 VALLEY VIEW AVENUE — 6� LA MIRADA, CA. 90639. d d 6 �I DON R. LINDGIEN 20953 PARK /� T /� R.C.E. N0. �] PH. (714)521-4811 1 tl� 1�� ® ri vir -- FAX (714)521-41 73 DATE: EXP. DATE -30-97 RIVERSIDE DRIVE SHT. 2 ? 11,4757' _ — ':'.� +,I,, 1 —� �— APP ED BY: �I SCALE: VARIE5 DATE: DECEMBEZ q , /994, PLOT PLAN NO. 4 757 t I. — —�� OF 9 SHEETS DATE >� , cs�gk?e � ¢ _ ' / - /�'� DRAWN BY: P-5. CHECKED BY \, DATE BY �j DESCRIPTION PR. DATE ;�'RA NSPO BION DEPT., RIVERSIDE CO. CA. — FILE N0. DESIGNED BY:M.58.B. KHALED A. OTHaaAN R.C.E: N0, 33950 W.O. FOR: F.B. DATE ENGINEER COUNTY 6--30-98 CHECKED BY: pR,L— - _ DATE: �' EXP. -.---- __— EL. A 3 3 < - y-c i 'V j � � � d�I/ lAd'fl` DiAPIfiQA�aM5 q PLACED AT M/D-_SPA,a rY P EXIST/�/G >'� F VERT/CAL .STRA/NER ' • k' f i 4R 1 �I :! g y ' qw peg I ; F/4CE O/�` l4BUTME ® LAYOUT L/,NE NZ ® ' q ��� °h DOWELS (4 TOTAL) RIP "� ROERS ' iy ' I r # 11 BARS x 6' 0" ; q 0 EL, C �� FACE OF ABUTMENT �W I LAYOUT ZINE ® 9„ IS 3�_O' 6 _ _ _ EL. D ! t 4EXIST 3 VERT/CAL RES TRA/NER---�\ °) 1 �C1Sr z � Q � ' /NTERMED/ATE DIAPHRAGMS � - , � rF EY15rlAJ6 , �PLACED AT M/D-SPAN, TYP. � _�-HP /0 x 42 STEEL OR/f�E/Y e �. � a E4. E - _-_- - P1LES TYP. (22 PILES EA. -- - - + T =- Ji ....._<_ .,...._.,-_ ...._..__._ FOOTfNG) _ ,. . a z 3 � , . _ • • • - • • • TYP. • • • - P4,-BE-LL OF EXIJT/,tlG 7 4--- + +- -- + + t +--- + - + + + UT1LrrY wEwiN� 11.9 E`X1,3P Ld r/L. &1-56kr5 (T 7/p,) b ; f i 2 V 3 -- --__ EY15T/n1� o O --- " DON/ELS (4 TOTAL ) El STlnl6 VERT/CAL RESTRA/NER /1 SARS X 6 ' - O" r� STA. . ' Q.5 i7 .5'TA. !19 753. 11 {- V AP/VL IQ.S/DE 1�/G1VE 1�/VE1PS/®E DILF1/E �1 t` \ 1 S `w i i V 5 1� i x ' J SKEW = 3°58:2/" SA'CW = .3°58:2/°` t V I EL. 1 OP s T OF CONCRETE EL. � r ` Er GIRDER SUPPORT p !/ s ® Swcw 03 5.3'21 ® - RIVCRS/OE Dt. BRIDGE \r ®, EL. W ABUTMEN E. A8U)rMENT � _ r, IP/VER7S/DE D/C/F✓E # _ -p / !F U j e:� 0 � - t �5 / I 051'1/"i... T4 .S°/ !l L'. �,00 00 A 766. 12 766.00 N, t t _.._. .. . LL . __....... ......... ........... . .,. ...___.., a r STR. �y Zn 44' B 766.24 766.12 _ EL. H O 4 - - - RI VEiP,S`ODL ' I Y QV G 766.36 766.24 t4 EX15r1AJC7' Y b D 766. 766.36 DOWELS (4 TOTAL) I EXI.51`IM& VERT/CAL RESTRAINER E 766.6U 766."KJ B41fS x co ®V ' '`• f 766.62 � I e ; 7 .7 F 66 4 l 'ter I t ' s I i 766.83 766.76 --- - - _ . . . s , M 766.88 766.76 � /O' I 766.74 76 6.62 ' F`� 7 • • NP !D X 42 STEEL - �9 f v a - + - + -. - DR1Y�`N P41-ES TYP ,/ 766.601 766.48 °� - ~ • .„ �` 4 (2.2 1011-ES EA. F04 hlNc) . \ J �� �� � `_- -- txrsT. r1TiL. /�t/SE2T5 TYP ) GP EX'/ST1llC7 SO. l_'AL. c�Dl J/t� ' 76 6.36 __ 7 s It 66.48 _. U1`// l/ a' D PE _ til� Ca € - L 766.,36 766.24 u_.._,. . .. ..._.. /'/ 766.24 766. 12 ` 1A11'��eMEDlarE DIaPaKAGNIS 3.�R Nro E sr✓�vG ®o,�ROUT8 V `rd 3 PLACED A7 •.5PAA) TYP, f73 I N 766.12 766.00 • •`- #// es RS x S-0 4 ToT �'"R.�Ns srd SP 3 Bon/Oin/G�/992 � ,° x sT� 1 47.34` CLEAR s PA 1J SEE S rl�ET FOR LdCL4T lOhl MAY BE Dll�l!T�D IF l BOL7� HES _ CAN BE PROTECTED llll PLACE. t • '�-- OF DOWEL 1N5E1ZT --- EL. X E�'/ST/A/6 - ®UN4IAT/ DIV P ` F ®4 EX/ST ` VERTICAL RES TRA/NER- ' ® roree REMOVE®P9/09 ro �iv,ST�tt_LN W5 ' 0 0/y rz&JE-15i 00 _? • f� �f r /AL � S E T' � EL. M If E C r g PfP Z G DERS ,2'iU �4'L ,5H,E,Ar4 >��1 CE/v 4EieEv i i £ `( ®OWELD \ TOTAL °� " _'•„ s 00 ( s # 11 BARS x 6 ®/' _-R EX/5T. VERT/CAL RESTRA/NER s �% �ETt�vEEnl Gl�zr� ,eS { ° REMOVev P�`fDfZ TO F< � ('SEE SHEET J EX'1STIAJ6 Ex1.ST1Ald EL. WEST G EAST` FOOT/NG \ � E T FOOT/N 754-34- `---_ - FIXED END V II?DL F�AM1NG EXPANSION END 754. 42 S RIVERSIDE DR. BOT FDOT/1YG EL. BOT. FOOT/NG EL. g BRIDGE- f- 1`1� p�°� WEST ABUTMENT AND DECK ELE c/ATrbnl oLA�.I EAST ABUTMENT A'�` Q�,C GIRDER (TYP) ���� �,, -- -® 3'- 6 / �?f `</ `/ ®// `� O li /0 w /^®/l 7'-®/! �! /1 N r^ M ^T s, /y JJ L, �y/d `+ fy rl f', ,yy JI C i'�q/! s}/ tl /� C .L ® G� _®� / V I ® V SJ'V C3 _.lJ C! (.J vm (./ L. .. .,<. .. ,t V®�L� THE SDC/Tl4 ir/iDE1✓/A/.G ®�' T1415 B/e1 DGE 7"0 BE' E Ti�/5 P�D.7�C7�` OIVLY, -�� 7'�E• AIDRTI-I \A1/DEA11A c7 T® BE Z)DalE BY OT,16, s. EL.A EL. E- EL. N o L Z--r� N. T. S. RECOMMENDED FOR SEAL REVISIONS: PREPARED B P. TNIENE ENGINEERING BRIDGE PL�rrs APPROVAL Couwy r' g �'Nl CIVIL ENGINEERING*LAND SURVEYING= � _ 16800 VALLEY VIEW AVENUE 2`� u rl� `< , 20953 LA MIRADA, CA 90639. PARK IvIIRA LOMA DON R. LINDGREN �� R.C.E. N0, PH. (714)521-4811 [A EXP. DATE 9-30-97 FAX (714)521-4173 a r DATE. � - RIVERSIDE DRIVE SHT. -3 APS EQ BY; , I SCALE: DATE: a�cF �e 4 r t PLOT PLAN NO. 14757 DATE �:� � !`I r, ! L� ` DRAWN BY: P,S. OF 9 SHEETS CHECKED BY 'IN �a� DATE BY MARK DESCRIPTION APPR. DATE R TRANSR RY TION DEPT., RIVERSIDE CO. CA. FILE N0. 11 33950 DESIGNED BY:M.3.B. --- K ED A. T_HMAN R.C.E. NO. W.O. POR: F.B. ___ DATE ENGINEER COUNTY DATE: '" 9-7 EXP. 6-30-98 CHECKED BY: D.R.L. --- --- pea� : /4/ WEST" ABdTME Ir EA.9T ABLITMEil f �— - I i�4 I E X15TIeVG � A80TMEn17- l j I j t � L111/ll r°6F cL/iQ'Tm hj-- --,-- • • • `�i�-__ ___// - - _--- —L IM 1 7- ,ore d rrA W WALL KEAALOVAL WALL REMMIAL • f I T FACS' OF ABZIrAfEN72r 4,4VO!/T 41NES k { i EXP. POC PST VRENE E ( 1 z EXP. POLYSTYRENE /"x d"°X 19'" ELASTOMER/C BEARING PAO (TYP. O0. h � NO / 1 INSTALL E)(T£R/OR GIRDER /NSoPT 9ssc Id1-Y PER DETAIL SNT 6. EX15TWC3 / EXIST: END WALL � tj � ENO Wi9CC� 20 *5 OOWEC x 4'-0" PLACED THROUGf1 1%t" f #01.Z- FORM£O /N 71 ' //VTERW GAWEeS. ® REMOVE ALL EX/STl/tIG 1/VTEaog CUKTAW WALLS (2)'- EXIST/�lG WING WALL .CEMOVE EXP. Paz YSTY,eEAJE. f v _._ _..__ _.. �.. _.,._ .. { 3 _,...,. .. ., ... .__.., ,, i .:EXP. PYILYSI�'REAE' { 1 , } I w j 7 t i f __,.. .,,. ................... „. ._, _, ..,.,,.,...,., .,,_ __.... .,.... _,.. .._ a v, 2 t ., .............f- ._.a., _ ................. .............. ........,._ ... ..... ,.......... „.... .. .. F.. y .. S 1 X 7'`N J6 mssUyq ,y/ W/g) 0 ra° #a ,vvw.ELL IS M/SS/IVG oR1LL /% " viq. AlOLe x 14 s9 NO 0lt04T 4*& 511";t x ZS CAL TRA,v S ST'G'SPEC. -5-1.-1./3 30A10/A/0 (1992) RECOMMENDED FOR SEAL REVISIONS: PREP RED BBTHIENES ENGINEERING BRIDGE PLANS APPROVAL : eotAm 168IL ENGINEERINGVIEAND SURVEYING ury�, DON R. LI�NDGREN R.C.E. N0. 20953 LA MIRADA, CA. 90639. PARK Ru MIRA L®MA A. ff-, g PH. (714)521—481 1 1 ty 1 1 v s DATE: _ �t EXP. DATE 9_30-97 FAX (714)521-4173 RIVERSIDE DRIVE SHT. -- A e- Ct:� � APPR VED B �� AGI¢ — f-j�,� SCALE: / /®� DATE: DECEM BES 4, 199 f � , PLOT PLAN N0. 14757 DATE 'A ��,,< „s / t - .� OF 9 SHEETS r. + ; :_._�'� DRAWN BY: P.S. f . FILE N0. CHECKED BY �� t rl DATE BY MARK DESCRIPTION APPR. DATE FC�TRANSP TATION DEPT., RIVERSIDE CO. CA. 33950 DESIGNED BY:AQ S. KHALED A. OTHM R.C.E. N0. W.O. FOR: F.B. ___ --- --- DATE war ENGINEER COUNTY DATE: �` ? EXP. 6-30-98 CHECKED BY: D.,�.L. --- 9OLe�;E4 U ; ew,fErE B.4fflfP CLASS "A`°Con1C. MID&E tInllrroFEx.ae/DGE DECK EX/SllVG BKODGE DEG NOT SMOAfW " S��I`` ABAk TYP. 4 CONT 9" 9 f`-8�/z — EQ Sfe"G. I�YP. if NF p „ PEMDL ISg EX15T. CL ASS A CONC 8iP/OGE -�- _1- B 2/D6 E DECK ,, \ S � „'° w� BAR �Sc� �� C PAk -- � S' G� f� "�,'"13AR TYP. 7 fie" - .?!"CL _ ,? 1C TYP. .__.�_-_—• • i � -- - I { �— r'l� �Ec,� � TYP. SEE DETAIL. "A TVP. /"CL --. --, �` CONT tgE�[OW TYP. Tlrll 5 Sf/E�T 3- 4 Co�IT. BELOW 7YP. EX157/AlC ''I„G ItZDE .3f4" OR/P GROOVE ri�P. �'— {I I 1 a # 4 CONT. /f" "B" BAR TVP. 4 -#S CONT. IMF_ GLOS�IRE sm ^rs ,BSP/�I GE� V ECI( TPRICAL SECTION 0 ##S CONT 4" /.Z X 6'-O" BETWEEN GIR®ERS "A ° BARS (ti' THP. — It LLL • — / CONST a SEE NL 9 4LI nes & a "B " BARS @ // co z #4 BET/NE N o it I 57-RU®7 RE /---EXISTING GIRDERS � / ST,ZIJCT[/2E CL ASS SECT/ON rA "CL a 3 TYP. '� ', • ® _ SEE NOTE 8. ,eEJtiFa,ec u NOTES �0/N 2 — G X U BETWEEN G/BOERS 00/'VEC S AQP ,BIO(TS � !. T'iPANSYERSE a►ECK C�WSTiPCK'T/O/Y TS SHALL *Or BL' PERAI/TTEO. a AT G/�POEAS - �;, —----- 2. KEYEO LONG/TUO/NAL CONSTRUCT'/ON JO/NTS /N SL Ad ARE 41-LOWED Mull. ,QNO SHAL C QE PL ACEL)' OYER me CENTER OF G/RDERS ONLY AS O/RECTEO BS/ THE ENC/NEER. ePf/NFOiPC'EMENJ/T/� CON/T/NUOUS THR®UGH 101N T , �p��� BOTTOM OF Z" G1R®£iP 3. RE/NFORCEMENT SNAL L BE COM'// otlS THROUGH ALL CONSTiPW TION JOINTS. �y 4. SPLICES /N REINFORCEMENT SHALL q,4 iE A MINIMUM LAR OF NOT LESS ;, �^-�/ / " " THAN 45- BAR O/AMETER.S. / T'P. O�V TER�ED®ATE Q�APHRAGM DETAIL A ,5. ALL TRANSVERSE" REINFORCEMENT SHALL BE R4,46EO PAPAL L EL NO SCALE TO TSE ABUTMENTS. LONGI TZID/NAL CONST. c/T. _ ,' 0 ®' a. T11£ /NTERMED/ATE ANO ENO D1AP11,f 4GMS SIW 4 BE ' 14CEO Ar (OPr1ONAL) A5 A,J ALTE,-NATE fX15T11J& 7-E/A]FOR C/A1J MAY 5E LEAST F/YE 9.4y5 BEFORE THE ®CCK. 5AV,EP A1,fD SPLICED Td RZ1AJ,46- &1A/6 SAES Jr�fk 7 TWE .50L)7-%A11,DEAJ1AA5 DF 77,115 BR/DGE 15 725,5E MA15 Cr69 .4'-Df- *115 Pi'67615r �AL72AA1� srD. sPE�, 5Z-008 SPGfC/,vG (tggZ) bn/LY. Th/EavOnrf/x11,oE-A/�Ale� T® g DDAlE aKOrllE,es. 8. DKILL AA/D GRodr A/Ekl STEEL ®h/T® Exl5i- o ae/DGE DECK, VERTICAL_ ,2ESe 1ZAltJE,- BLOC,kS , AtJD fAiZ) 9.1AP11,eA&V PES LALTIjAA/S SPEC. 5-1-1.13 B®AlDiA1G (19gz) (7`)'PICAL AT ALL .To//-/ A9,ffA5) . 9. B6AI D AI EvJ C®AIC 2 E TE TD EX15rlA16 coA(czErE PER L1,410-EA Al s STD .SPEC. 67-/13 90AIDIA16 (/99Z). TYPICAL AT ALL JoIA/7"5 BETWEEAJAIELV AAID E.XISM16 COAIC,ZETE /0. 1zE1A1,=o/¢CEME1vr FROM NEW 8R/L7GE DECK sH^LL N®r 45c- r/,6,12 ET/E'a rO EX/sTrMG &IRIOGE ,c7ECK 4.-WriL 711,97- EFp�QE CL 0541RE //. CL.OSlJAE /4- pf{ YS AFrFR MA1N oECK 4M.5 49EE1v /®Lf'+cE17. RECOMMENDED FOR SEAL_ REVISIONS: PREPARED BY' THIENES ENGINEERING BRIDGE PLANS : f,' � N CIVIL ENGINEERING* 16800 VALLEY AvNU LA MiRaDa, CA. 90639,APPROVAL DON R. LINDGRER.C.E. N0. 20953 PAR MIRA L pept, , ,ff ,e ✓ �'✓`,.d , PH. (714)52]-4311 DATE: �- � �� To EXP. DATE 9-30-97 FAX {714)521—4173 RIVERSIDE DRIVE S HT. 5 �— APPRQVED B `A ) �, SCALE: ' =� DATE: DECEMBER 91 /9% PLO's PLAN NO. 14757 OF 9 SHEETS DATE - - � f . � a ���g F _i1° ' - �— DRAWN BY: P.S. �. , FILE NO. CHECKED BY : - exp FOR TRANSP. FETATION DEPT., RIVERSIDE CO. CA. DESIGNED BY:M.18-B. „ . d f DATE BY MARK DESCRIPTION APPR. DATE r� - K ED A. 0TH AN R.C.E. N0. 33950 W.O. --- FOR: --- F.B. --- --- DATE �-� ENGINEER COUNTY DATE: L":� �� EXP. 6-30-98 CHECKED BY: a�;p.L. 9 A' AF40 spat plat 2/4/96 OF Q: — — ----- le- G1APocA7 Le*crfa+' 2"CL. 8 a4r S dp g _ 9 4 6D /O _ 46p ro — — 1AV6,fTs RT CW Or G AWZ-R > 4 (SVM. AB01/T ff i z 2 17r'fA WT X �l_ TO RE/IIA/N AT 64C# EN0 44 AWNT OF Ghf,06f !� w _ ep EAC# ENO L/3 N®TL s q / PRbV/Of / /1,2" 0 HOLES rVf aW 6' ,BAR X 4'-0" DO ems AT INTEwlaf /RD G EPS, PROV/DE /" 0 X /'-4" hoz TS FOP EXTER/o f GleaE,P ALSO SEE GhPDER FRAM/NG f�iPcL"C�4.S'T I (;1 A91.f R e'W T/ON ®E-TAoL. ()WrW 3 INSERTS EA EXFt-RiOR ciR®ER aQ J 'Hac fs EA. W-CRioR c1R,0fW 0 r' PATH OF CENTER ar GRAB/7Y OF PREXrRfSS/NG STEEL TO APPROX/MATE A cWAA9 L A. TWO HOLO GOWNS M/N. W/TH//V SPAN. G/�PDE�P TOT,44 NET ®EFLECT/ON G/ROER FORCT /N CONCRETE STiPENGTH Me TO DES/GNAT/ON QUAYT/TY CEN6Tiy "X "E°" /PS CAW86f DECK OL ~HENEO SURFACE iP006HENE4 SURFACE A � / 4 SD°- O•' J 02„ 17't/" 383 K .SlAOpsi' SAW psi C ./" _ „ CL. / - #G CONT EA. 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