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I6 Im I i7 m T L7 -PIPE LOCATION PER PLAN a" y; s. °P l7 90' 3• VENT z FROM ORNNACE WELL & 316 SSi HARDWARE i OIL INTERCEPTOR CLOTH W/ COMPANION b DI WALL PIPE FLEDGE (? FINISHED GRADE -. INLET PIPE OPENING -/ (TOP SLAB NOT SHOWN) - PIPE LOCATION PER PLAN f aL�i$I aa, RIM AND COVER MARKED 'STORM SEWER' PLAN 171. W� U.S.F. No. 679AZ, (OR APPROVED EQUAL) U.S.F. N.. 3104 (OR APPROVED EQUAL) TOP SLAB 1 1 e'•17 VENT A DEPTH AT WHICH THE GROUND WATER CONTAINS NOT IN \\ OKNIM •� ILL LESS THAN 10,000 P.P.M. TOTAL. DISSOLVED SOLIDS. WON 04 BARS O 12' VERT. + EACH WAY (MIN.) z. PIK LOCATION PER PLAN HELEV.R•K• RMIMIHELEV.R•J' —( 10.0 FEET' eeioWTMrrEIE �noM.EXIENWEIL C1NC. PLUMBING PLANS y; s. °P l7 90' 3• VENT z FROM ORNNACE WELL & 316 SSi HARDWARE i OIL INTERCEPTOR CLOTH W/ COMPANION b DI WALL PIPE FLEDGE (? FINISHED GRADE -. CASING TOP WITH EACH W (MIN.) BAR SCREEN CASING TOP (SEE NO1E ill) Euv. +zsebA TANK TOP ELEV. ( +)8.83 Min. ELEV. VARIES - SEE CHART 3. 0 VENT PIPE LOCATION W IN BAFFLE PER PUN $ b mI 6 3 'IwFE W WIM L z' y t5 SIRS. 10• C -C MV. ELEv. 3• FACH WAY (MIN.) VARIES .�. ' � SEE CHART a r u n U TANK BOTTOM ELEV. VARIES - SEE CHART U.. 24- _ t6 84R5 >6 C -C... TYp. EACH WAY (MIN.) GROUT 115 B WAY LM C- SAIL SECTION TYPICAL DE N.T.S. INLET PIPE OPENING -/ (TOP SLAB NOT SHOWN) - PIPE LOCATION PER PLAN SUB 10' THICK SLAa RENT. 06 O 6' C -C ADDITIONAL BARS EA. WAY RIM AND COVER MARKED 'STORM SEWER' PLAN 2' TIROUGHOUT CL. FROM RIM AND COVER MARKED 'STORM SEWER' BOTTOM GENERAL NOTES, - U.S.F. No. 679AZ, (OR APPROVED EQUAL) U.S.F. N.. 3104 (OR APPROVED EQUAL) TOP SLAB 1. ME DRAINAGE WELL CASING SHALL BE MENDED TO 1 BY CONTRACTOR e'•17 S A DEPTH AT WHICH THE GROUND WATER CONTAINS NOT CHECK VALVE, I 4W 1T4Y i. LESS THAN 10,000 P.P.M. TOTAL. DISSOLVED SOLIDS. ��looeoo 04 BARS O 12' VERT. + ___!_-_. 3' z. PLANS 12' INRUENT LINE SIZE PER HELEV.R•K• RMIMIHELEV.R•J' —( 10.0 FEET' eeioWTMrrEIE �noM.EXIENWEIL C1NC. PLUMBING PLANS RMIM FINISHED GRADE M EACH OF THE WELLS SHALL BE DEVELOPED TO IF GARAGE LOWEST F.F. E1F/. 8' / DISCHARGE _U@@- C.P.M. PER FOOT OF HEAD. i Ix. •/ I O EA OExLmm / / Lfill =p =pLLL 4. TANK AND COVER SHA1L BE MARKED 'STORM SEWER- PER U.S.F. N.. 310& & 679AZ (OR APPROVED EQUAL) 3. FOR TANK _ _ _ _- {_ NOTE; 5. ALL CONCRETE SHALL BE 4,000 P.S.I. AT 28 GAYS. 16 BMt6 8' C -t LADDER BARS SHALL BE INSTALLED IN BOXES 19 IN DEPTH OR GREATER PER (SD 4.8), s. ALL REINFORCING — BE AS.T.M. A -36. Z CASING TOP WITH EACH W (MIN.) BAR SCREEN CASING TOP (SEE NO1E ill) Euv. +zsebA TANK TOP ELEV. ( +)8.83 Min. ELEV. VARIES - SEE CHART 3. 0 VENT PIPE LOCATION W IN BAFFLE PER PUN $ b mI 6 3 'IwFE W WIM L z' y t5 SIRS. 10• C -C MV. ELEv. 3• FACH WAY (MIN.) VARIES .�. ' � SEE CHART a r u n U TANK BOTTOM ELEV. VARIES - SEE CHART U.. 24- _ t6 84R5 >6 C -C... TYp. EACH WAY (MIN.) GROUT 115 B WAY LM C- SAIL SECTION TYPICAL DE N.T.S. 6' PRECAST BAFFLE GROUTED � IMO PREFORMED' KEIWAT ` - - - -�3• VENT FOR TANK ROUTED IN PIPE OPENI \ E__ - - -- BACK TO GARAGE FACE AR REWIRED INLET PIPE OPENINO1 AS REQUIRED 1 1 Mj LMI�% _ INLET PIPE OPENING -/ (TOP SLAB NOT SHOWN) - M EQ REQUIRED 1 RING AND COVER PER RING AND COVER PER (USF 310 -A), STORM LETTERING REO'0. (USF 310 -A), STORM L.=.+ LETTERING REO'D. 0827114 RIM ELEV. BRICK TO GRADE 05 EMS O 6- D.C... EW. (+)8.70f 1 BY CONTRACTOR 4 S I CHECK VALVE, -II- ��looeoo 04 BARS O 12' VERT. + ___!_-_. 3' PLANS 12' INRUENT LINE SIZE PER UAL EL �00000 PLUMBING PLANS IF GARAGE LOWEST F.F. E1F/. 8' �ollllvolllvo, ��eoeve ��leleooe Io�0000lle ©�oleoeo 6' PRECAST BAFFLE GROUTED � IMO PREFORMED' KEIWAT ` - - - -�3• VENT FOR TANK ROUTED IN PIPE OPENI \ E__ - - -- BACK TO GARAGE FACE AR REWIRED INLET PIPE OPENINO1 AS REQUIRED 1 1 Mj LMI�% _ IS AT +6.00 OR BELOW A SUMP PUMP IS REQUIRED. 15 BAR O 8. O.C. HOOKED ONE END NOTES: (MIN. OF 750 GALLONS) CONSTRUCTION OF OIL INTERCEPTOR SNAL MEET ME FLORIDA BUILDING CODE DESIGN CONSTRUCTION AND SPECIFICATIONS. \-OULET PIPE OPENING AS REWIRED PLAN INLET PIPE OPENING -/ (TOP SLAB NOT SHOWN) - M EQ REQUIRED 1 RING AND COVER PER RING AND COVER PER (USF 310 -A), STORM LETTERING REO'0. (USF 310 -A), STORM L.=.+ LETTERING REO'D. 0827114 RIM ELEV. BRICK TO GRADE 05 EMS O 6- D.C... EW. (+)8.70f 1 BY CONTRACTOR 4 S I CHECK VALVE, -II- REFER TO MECHANICAL 04 BARS O 12' VERT. + ___!_-_. 3' PLANS 12' INRUENT LINE SIZE PER UAL EL PLUMBING PLANS IF GARAGE LOWEST F.F. E1F/. 8' IS AT +6.00 OR BELOW A SUMP PUMP IS REQUIRED. 15 BAR O 8. O.C. HOOKED ONE END NOTES: (MIN. OF 750 GALLONS) CONSTRUCTION OF OIL INTERCEPTOR SNAL MEET ME FLORIDA BUILDING CODE DESIGN CONSTRUCTION AND SPECIFICATIONS. \-OULET PIPE OPENING AS REWIRED PLAN I II I (TOP SLAB NOT SHOWN) - 1 n( 1 L RING AND COVER PER REP (USF 310 -A), STORM L.=.+ LETTERING REO'D. 0827114 RIM ELEV. RIM REV. ( +)8.]0Y 4' CIFAN OUT ( +)8.503 BRICK TO GRADE 3 09/02114 1 BY CONTRACTOR REP 4 3' VENT FOR TANK 04 BARS O 12' VERT. + IN g4FTLE r 3' 14 EARS O 6' HORIZ. 4' 45' BEND u, - (.)1.84 1 112'x4• U ITN. 0. 0.1 - 6 12' P.V.C. OURET VARIES PER PLAN VARIES PER PLAN " FOR PERFORATED C.M.P., PIPE JOINTS ME TO BE /5 BARS O 12' O.C.E.W. BANDED. BUT NO GMKET ]' -6• WALLS & BOTTOM POURED MONOLITHIC O 28 DAYS, TYPE 11 CEMENT B� OTTO 60, — MESH CIE 65 M 3E ( -)15 NOTES 1. PLASTIC R IT FABRIC PER F.O.O.T. STANDARD INDEX 0199 (TYPE 0 -3 FOR FRENCH OWN) Slwl BE USED AT EACH SIDE AND ON TOP. AND AT EACH END OF FRENCH DRAIN TRENCH. SHOP SPECS. AND A SAMPLE OF THE MATERIAL SHALL BE SUBMITTED TO THE ENGINEER FOR MPROVAL PRIOR TO ORDERING AND INSTALLING THE FABRIC. 2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE AT DEY. T -11_90 N.G.V.D. UNLESS OTHERWISE SHOWN 3. AFTER THE BALLAST ROCK HAS BEEN PULED TO THE PROPER ELEVATION IT SHALL BE CAREFULLY VIBRATED OR COMPACTED IN ORDER TO ALLOW FOR INITIAL SETREMENT THAT MAY OCCUR. IF IT GOES TAKE PLACE. ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION SO THAT THE IXFuMXTION TRENCH CM BE WMPLETEO IN ACCORDANCE WIN THE DETAIL. TYPICAL SECTION OIL INTERCEPTOR and EXFILTRATION TRENCH DETAIL N.T.S. FINISHED GRADE EL. ( +)6.05 FILTER FABRIC SEE NOTE N.. 1 -14 I —IT Raa- FILTER FABRIC SEE NOTE N.. 1 - GRAVEL WITH 50R VOIDS - 110 -f• x P GALV. STEEL OR ALUMINUM WIRE MESH (OVER END OF PIPE) 7. TANK STRUCTURE SHALL BE PRUABRICATED. B. LIFTING BARS TO BE CAST IN IF REWIRED AND CUT OFF AFTER INSTALLATION OF BOX. 9. ENGINEERING INSPECTIONS REQUIRED FOR TANK AFTER UNLOADING AT JOB SITE PRIOR TO PLACEMENT, AND AGAIN AFTER PLACEMENT 80 PRIOR TO COVER INSTALLATION. 10. ELEVATIONS SHOWN HEREON ME PER N.C.V.D. (NATIONAL GEODETIC VERTICAL DATUM, 1929) 11. A BAR SCREEN WITH 1.5' MA)(. OPENING SHALL BE WELDED TO THE TOP OF THE WELL CASING. U.S. FOUNDRY FRAME , GRATE NO. 6515 -6x69 BOLTED (CRATE 52 -R) OR M I —. EQUAL - A1r.4• 6.000 pl C"vPM BI•b r W.W F. RermPAiWN r Br•PINPILWM U.S. FOUNDRY I. GRATE NO. 6515 -i BARS O 12' C.C.E.W. BOLTED (GRATE 54 OR APPROVED M. 8' P.V.C. PIPES AROUND PIPE r DRAIN BASIN MR) COMPACTED SUBGRME --10- 12' P.V.C. PIPE --10- 8' 90 BEND /SELECT FIL 12•x8' REDUCER / PLSTIC FILTER TYPICAL DETAIL FARRIC CONCRETE 24" TRENCH DRAIN a N.T.S. C( TYPICAL DETAIL CONCRETE 36" TRENCH DRAIN N.T.S. -11' 2 - -4' 12- r > ffla ll_Ll A SECTION •A -A• 103.' FRAME 215 LBS. a� O 1 -5' mJ SECTION •S -B• TYPICAL DETAIL 3/a on coRED x 'ER (U.S.F. 4700, FRAME 6223)"A� FRAME AND HINGED GRATE FOR 5 /8' om, 5.5. PIN (TACK WELD IN PLACE) N.T.S. `SE1£Ef \ z i�111 \ rK U -22) C��LL� . S F J 9 X P1R L a jXJ T HAm5 xisLiomi v1eE •r, ura 9,slx :: r, e.) B Lc HAV � :WmnL PMN I NP ro se Ir. arcarc sL".cro6q tlEIM LONGITUDE SECTION TRANSVERSE SECTION 1"owLxl sw%aLat s�waeµixi`nw nixxiLroo-aa aEaver - E D" E PE, III EuvA . em - Sx9AN 11 1-21 (A—E I—I c691"9 WARR TV W Lis. (ort°RP'e �"vwEj s4uE xw,E /Le_,•, ,• ruv. slm EW uuuLwu "TU °FA °�' ISIRL RA NM sTF�+ �� ALT. TRANS. SECTION TYPICAL DETAIL EXFILTRATION TRENCH ' C.C.E.W. 2' SAND FILTER Fp ERV a PtPE3 PLASTIC PUN g• W RIM AND COVER PER (U.S. MC K � F. 0 131M) WIN LETTERING STORM'. �4 6LLVST ROCK $EE NOTE 3) 1. MANHOLE T' + I - _- BRICK & n I _ _ FINISHED GRADE OR N MORTAR CONCRETE ALL MOUND (WISH. PAVEMENT) SOLID LENGTH OF F.D. ._PLACE , it 8185. 6'C -C E ..PLACE J CORNER FILLET VALVE BOX AND LID '- '.PE PER PLAN FACH WAY (MIN.) J I 0 •) L0 .I MtN P.V.C. PLUG > —( MANHOLE TOP 6' P.V.C. RISER NOTE: i4 80.45, 12't -C UNIT MAY BE PRECAST OR CAST IN PLACE 6•x30' P.V.C. BEND P.V.C. WYE EALH WAY (MIN.) CONCRETE CONSTRUCTION. WALL THICKNESS (SIZE PER PEON) 8' PER 8' g• - PER PUN g• & STEEL SAVE M USED FOR SUPPORTING UNIT WALL ECCENTRIC CONE MAY BE USED. P.V.C. ROOF DRAD I 08 BARS 06 BARS, (SIZE PER PLED) 3 (SOT. ROW) .. 6� C FROM BLOC. MIN. ALL AROUND ONST. LI NOTE: EN MAIN GRAIN IS LARGER JOINT J 8' PER PLAN 8' SSII IZE OFF POLWINri ADAPTER JOINT SEALED SHAL BE PERMITTED USED . µ enRS. 9•c -c " , _ TYPICAL DETAIL ALTERNATE •p' E1CH WAY (MAN') ALTERNATE •B• m ALTERNATE MANHOLE TOP STORM DRAIN and CLEAN -OUT TYPICAL DETAIL N.T.S. TYPE "P" MANHOLE and RISER Palazzo Di Acqualina Sunny Isles, Florida Owner. GSF Acquisition, LLC. A Delaware limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 3059338301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8065 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: FF- 1614EAFIMRB ME • IAHW GEa9N . t crA19w Civil Engineer. THOMAS CHECCA, P. E. Environmental Consultant 11568 N W 73rd Mam . Parkland, FL 33076 Office: 954 - 3444664 Rev: Date: Description: By: 1 08113114 REVISED PER CIIV'S COMMENTS REP 2 0827114 REVISED PER CRY'S COMMENTS REP 3 09/02114 UPDATED SITE PLAN REP 4 Sheet Title: PAVING AND DRAINAGE DETAILS Date: 06/24/2014 Project #:140081 Drawn By: REP Scale: AS SHOWN DWG. No.: 3014 -029 CAD #: 140081SP1 C EDSAL IFIG Sheet Number. C -8 THOMAS CHECCA P. E. 11 RIG .N0. 2. 16(CML)