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HomeMy WebLinkAbout2009 - (#12) Ditch Retrofit Overall Site PlanSCALE: H: 1: = 1O' ESMT PL PL ESMT ESMT PL PL ESMT ESMT PL PL ESMT 28.00 26.00 20.00 26.00 28.00 24.00 25.0 5.00 25.0 EXIST. GRADE .00 25.08 0 TOP . .00 24.00 24.00 24.0 AO 24.00 F B NK 00 23.00 23.00 23.08 0.30 OB .00 -•- 21.6-- 23.08- ZZ .00 22.00 22.00 22. .00 22.0 _ 2Q. 00 21...^..^ .83 9.69 9.8 9.90 00 21.0- - 2iVAU'.00 21. .00 20. 19.00 _ - Pro osed 43'x68' RCP V. 14.41 20.00 9.00 20. 19.00 18,17 i.r RA -20.00 9.00 20.00 19.0 .00 00 18.00 - V . 0.00 18.08 MOO 18.0 16. 17. .00 17.00 17.00 17.00 15.6rA 5.4 17.00 17.00 5.4 10. 18.00 16.00 6.00 16.0 00 10.00 14.00 16.00 13. TO 6.00 15.00 , 0E .00 14.00- 19. xlsting 43'x70' RCP .00 0.00 14.00 19.0 (TOE) 4.00 8.00 19.00= 'J.00 12.00 (To Be Removed) MOO 12.00 2.5 ropose 12.00 12.00 .00 l i.00 ".00 11.00 12. 00 11.0 2.3 00 10.00 MOO 10A0 MOO 10.00 00 SECTION A -A SECTION B--B SECTION C--C ESMT PL 30 PL ESMT ESMT PL PL ESMT ESMT PL 30, PL ESMT 28.0 .00 28.0 .00 26.00 .00 25. 2 .2 (TOP 5 25.00 25.00 (TO .00 25.0,^ 00 24.0 23.0 F _22 BANK 2.5 ^'.DO 24.00-23,0-- BAN -EXIST; GRAB 38 -24.00 21.2 24.00 .00 29,0 - 00 29.0 21.7 P- OF 28.00 29.vv .00 22.0 20. .00 22.0 22.2 BANK)i.00 .00 22.p 00 21.I-Ij 21 EXIST. GRADE .00 21.0 9 ^ 21.00 .00 . 20.0 00 20.00 20.00 20.0 18.06 18A .00 19.06 7.5 9.00 19.0 6.76 .00 19.0 06 �HEADWA (HEADVALL) 00 18.0 _ .00 18.00 F 00 18.00 .00 17.00 MOO 17. 15. 00 17.08 .00 16.0 4 _ o0 16.00 0.00 16.0e 14. Qo 15.0 ( ) TOE .00 15.0 .00 16.0 .00 14.0 13, 00 14. 4.00 14.00 14.00 13. .00 13.00 (TOE C.M.P. (To Be Removed) 8.00 13.00 00 12.00 11.0 2. 2.00 " 00 12.0 11.00 12. 3.0 (TPF) MOO 3i.00 12.00 11.00 12.7 C .. INV. = 13.14 12.00 D0 10.00 MOO 10.0 0.00 10.00 MOO SECTION D-D SECTION E-E SECTION F--F SCALE. -� N T S 18„ cM P Sou th Co tch -- Ca tch Bcsin RI -RAP INV.=15.11 HEADWALL Basin Side West Entrcnc.. To Be Removed De toil 0i In V. = 14.47-1cr 43"x70" R.C.P. ,/ V. - Proposed- Proposed- --- To Be Removed 121 ' 60 HDPE 56' Twin 43"x68„ RC .Twin W Inv°=15.31' W 1nv=13.91 E Inv.=14.41 - - - - - - E Inv.=1314' 18" D P INV.=1 .41 3.5' , � North Co tchCc tch Basin: Basin Side (D� Eas t En tron c ------�-�------ - -------� Detail Pro osed- P 3.5' x 8' FDOT Stnd Proposed- Maintain current invert into Inv. =15.- in lnv.-t3.97' - Catch Basins proposed -catch basin, .excavate & D Bottom Elevation=1345 remove exisi to g 18 " CMP s, replace 1,D _ with 12" HDPE and link to existing 12" ADS. Checked By: D, Fisher Designed B Joe Morrissey, El D �+ GE�l�,�l'J STREETDITCHRETROFIT Aroved` Approved B � D O-' r y Fisher Drawn By: Tory Loomis & Joe Morrissey, El CROSSCity SECTIONS DDETAILS of Seloastian Engineering Dept, Date, Jnuary 2, 2009 SHEET 2 OF 2 FL PE # 37097 Pro ' Ject; George St, Ditch