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HomeMy WebLinkAbout1970 Barber Street Bridge Over Elkcam Waterway (Box 29 #41)v n u e 57,Pvc7-41,ee iu A f 21 •?2 STA o+00 AFL Aviv A' /a Scala a 105-0 35� pM 35'-0' 1 3s;-0„ p O t 1 � 0 0 0 ej 0 ❑ o 24.3 sTA 1+ No Scarle 1 �,9 p jJT t O_ 105 "_0 10' 0" 24.3 StA �• 4 .. Ii I1 20 PILE U S N EET I 5I NEET PILE I PILE ( '� I O',MIN. E4 EVA TI0 hl Z_Z ,e1119TlON 11/a scabs 137'- G"' W A 20.94� 2 . rA- 4too ,may } z 10 n 0 i:ST/NAI Ti-O Q114dNi/iIC-5 1T��/YI UNIT 010NT. Concrete Cam. Yd. 594 Relli rclnq sly Lbs. 74 3.5 Concrei-e pilInj /4' S . AvrnI*W 1/11 P. 816 Concrlr& ihn 14' Sq. drlvan liRFt. 764 C'vnceete ,ov/ire 14' 5q. 4k! driven ten. f 3_�? S,Po /5' �/ S. prcstrlessed deck slab 54. r. f. 3tS0 ,Ucanc%vi/ 140-4t Z10 d" 5(ope vCrJrtnf (' �nF -`a d) S . Yo! Z.2� &'Proach t/ab (Rwm(a C w Gvrb A4 Y . 72.v 23 u/Ab ead (cement a 5he5- os corrdq. sheet L-in•ffi. ,130 (7AI Ng PW ND;T 5' Oesrgn Specification '"5.IJO. 1965 Loadm9 H-20-4-4 /. .411 dimensions one io be verifred h7 /he Aeld. .4ny dr crBparrcies errors or omt5sror6 ore 4o be reporkd/o fh T-17ylrreer I -or clan//lc afi ofl or ccrt ec {/Oh ee 11 befolai 6 Conll,10e d • . 2. Pi/es an /ra be driven fo a InInirnvrn bearing v%,a of 3 0 Tor?.5 bf the Florida SRP Arrnvla. Dale 5holl be dwen TO a irw1wi al" peaelratiori , as 3. 3oc�fj/1 t77osf be {tce of sO a- cvgvnic mo/fee ©red "Yj/ive/r - free of cloy. 60Cc fill /s to be cornpocled in /dyer, of irof rnc�e /han 12' deep 4. Lxpose,� components svch os cvr6s, and cap. v1ds S%ali be Sfrippe d and tvbbed within 24 hours after pourmy 5. loo Lred -ire place conaj-� s,jol% hai► v a sAp-engib of noA %$s' , lhatr 3,0Oo /0 S./. A"Z doy5. 6. Quantifies for piling are bused pn an eSAWoled /eh,91h of 20rord 7. Specii cafiarrs' applicable ate F4ORIP4 STATE /ROAb PzcPT. 5faod©rd spc,{cAons ;ok road ofid cnnsfrvcl to,17 Baled 1966. 8. 4pproaches br C 941-C A OEt/FL Ol A4k:NT CORPORA7701V 9. Po ve m end by aiVL /'4 L OEI/C-L 4P'MFNT COk'P0 .4 T/D1V /o L 117e ar7d 9 rode b}-(�WAE�P,44 C0PP01P,47/CW, //. Corr/ra cfor will YNe one wo,4in � day ho lic e i�or deed o / 4 /1ne # geode. f VCPTIC4L CU/?vC- P07-A IV- W 14P poa6u S - E p'POACu -1 5T8. [-=-L E V Rol N T 5TA. --L E-V. DO I NT 0 4-00 21. 72 CONCHA DR • 2. + 62. S 24• 30 V. B rtE FL 0420 Z143. 24 0+40 22.25 J t a• S- 23.75 0 f 60 .f z1� 0f80 23-50 #y?.� 22.13- 14-20 0425 .3 ta.Z,S 2/.07 /f395- 24 3o RV T. t� 0 20.94 _V hWFN AR Y k.c. - x,r--yi-5!Q2 CuR✓, Q SfP • C•.cFMF.*ir Arsm;5TDS TNST 6AD 0 - ST, hP13-V C-8 T.PuLK14MAPMoDiFFE AS .54oWN DATE DWWAY I OESCRIPTION REVISIONS x„ 1' gg SR SEC 19 TWP31' ' 86E39 WR. D-29 GENERAL DEVELOPMENT CORPORATION MIAMI FLOR!DA BR ID61- OVER ELKCAM WTf AT ,. BA- S ER ,S T R FET RA 19Urm ;i {� CIVIL. ENGINEER REG. ENGR.Nob541 MIAMI, FLORIDA CK'p BY APPIL BY DATE: �Tf. N* 21- O- 064m.,Ys C. 13. 1 CK'D BYI RELEASED by. SHEET NO. SCALE. own. EYI I A►p*. BY, ! of 7 F 1