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Res. No. 080-08-12677 additional backup/ ' � k5 1\rt In ' l LV / S �v 1w ° n .:L / .. ZA , , �' / 4 To Rry Ef 1 \M 51,.1j N9 f0 O ♦\ To y'✓p �'l; To,,�riF \\ ego °'' "; \ qQ( SD SV P XI L PA [YEXI 1 q fq IF O,M ; O\ I` N t� n'A4 OTN+ OVER LINK I£NCG ECWS AND CBS, WALL NRATSUM NC PRCP£R1Y 70 BE DEMOLS@D 4 REMOWIT — PoMR PoLE d OVERNFAD mR£S IO DF M£0. M (5(E CCc DBMS MR AWI. W£O) „ r M" BKEW E RFCRR ED TO BE FR". VI-ACTROwa ERROR TWDWS 70 FF B -FIBER m - PEROT IO BC RV ae T(COMBAT W/ MOWAM) SLA B- TTRWWGO (RENEW TO BC REMOVfD. 89CKfILC ERFNCN A$ N£CESS<RY, IlP - tr k yx_ — ' 17n. r W FC I PATvfMf. 1)W ->am N£CfSSIRY, M. xl S10RM D PIL' I I i g i IO BE RfW MJKO. ry uJ xpr uxv P,4n t 0 BE RfOR A I TTI 'C R SUB- COV£RCD TATOWN IO GJ BL' R£NOKO NCrcntt wxN AS NfC£SCAIT iYP tr k yx_ — ' 17n. r W FC I PATvfMf. 1)W ->am N£CfSSIRY, M. xl S10RM D PIL' I I i g i IO BE RfW MJKO. ry uJ xpr uxv P,4n t 0 cy W — — /� LEGEND: -- -- ( -�V ✓ (- - ✓'4 u u�L m m. t = S W 7 3 r d A. i I I S S T. GDx ER " I I I — : anti �E 1 10 D 1,.) a DEMOLITION NOTES r rMA i SoRX,,C]OP 15 10 REFERENCE A ODRICNRA.. LANpSCAPIRG, MEP AND OINEP DRAWINGS ASS M"'D, i0 AT* PROXET 10. , I A ADDII:ORAL STE ONOTTFON REW:REMEARS NOT BROWN HERE -IN. 2 < HMACTOR , To WATHIN PEDENFAR NAFflC AT Aµ CRITICAL All A Y 1 1OMPLY WN THE LATEST RIOUTAN NIS OF t. wwING CODES = Q § § AS WELL AS ACEDMORLITY PEWIREMENTS �+ D D T T. EWSTAB LAHMBAPWO w0 1RE65 LOCAROT ,N]NB ME PRONSEO ¢ I x O MDXEARXYMR AREA IS 10 DE REMUKO ANp /oR PELCCATEO. LEFTIST I I I O 10 LARTATTAE DRAWNGS 10A AOgROxAt NIOPMA9IX1, ETTER.. EFMARON SYSMM WITHIN NEW WORK AREA TO BE REMOVED. REFER 10 A.MAA`c TRAMNCS FOR App,PONµ x(ORMAiIIX(. A COORDINATE VAIN OTRER FOR REMOVAL/PELOCANON OF E %STNG OW t tM1NT/POKI, POLES AND OIERNEAONNDEPGRWNO ELECTRICAL. 5 REMOVE E %Six, WAT , SEWER, EICC1PoCAt DNIAINCATORS, CAS '. E EX SERNC£5 TO EXISBRO BUM1kNG 10 BE DEAWSHED. COORDINATE RIN OWLER OF V01111 FOR GXTMC REWIRNENIS ^' F OP WA B N N%ISBAT 5 >, CONTRACTOR SHAtt E%ERE SE C. TO AMD DIA AGNG EASING SIX fEANRES MAT ARE 10 N. wv D.AGE 10 SlE fEA1VRE5 H01 pE9GNAIED FMt REMOVµ SHµL BE TRIED I i TO ITS TRIGNAL CORRAM ART AS ACCEPTED PY 111E OY.YEfl. 5� ^ I I B, ALL DIMERSORS ARD DISIARCES ENALL BE TRUE, CWRONATED w0 y VM' Ilt� I W WRIFIED ARY DIMAEPANOES 5NAAt BE ORWGIi TO THE P E E1fAGtllE)1W ^ I ' (Psi 7 -.PG ti)'. N� I =AR a al LEGEND LOT 11. BLOCK 2 ,g I f nm CATCH BASIN f n I I q SW.O SIOPM MAXIM(MARAM) TSA.All P fl x0. I q O.' S N OM' O O Y M1 f:T'C I O I c - E. 4 GVY MBE a¢R mw VIV1v POLE REMOPC PARKING MIERS /it i I I I A ABBREVIATIONS mmLN OfuOLRLON AFG, IYP. OIP c DUCILE IROx PIPE R O O IMF . VtMIFIED SLAY PIPE $" T 5 5D - STORM DR. PIPE fL 4 - WARP MAIN 4 u ° � u - sw - swrcAav SEWER uax —£AECN BRIMS It cow sue ° --- F IS . nNSRCD It. ELEVAION S W I POI ALE IF OKRN£AO DD OY W:R£S f0 M FEMDVFA r IMP, (SEE C(EC oNGS. i F0.P MOt. MFO.J I A(' I s r"p 4t: ARK, __ yl.. —a Q NRB 1 I / iM i4 I]'9 -- -I DIE bWPf . am. R' IT FITT m — — L sn — --,_r w� ,l A. MR MR - ry1X W'J vos nvxi xa lox W 1-- Ink BAlEl MAIN ARTLAA I.. DAMATISTAILFN15, I'D MEP ,t Wt SOTA'IO WAV.SMEEW .W ANT. rtORIM]] "+6 MA SVAPU CONSU-iMOGGw6R5 STPVCIVPA'HATTE fE BB95K MPVNNE MIMLL ROPIW L,SS PISION OIBAD TEDIDETTLET To E:C. III, MIA N6PoY6 SW SITS ILL AIY XTS ot"RONOAUK, (L RED. NB OTTATT] .AMmD SANTA OXWRD UNIVERSAL IT 'MIDE.S,XTUAR OPRµ F.11S.IT ... "A 5966 SOUTH DIXIE BUILDING 596685970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 RAAFI:RWTO5 o.IER6 . DEMOLITION SITE PLAN C -' / / 9 [KIGY. 44.aY lO,M1Po V.41[T 4VIfLN .` rs "[XP.V9JY AN' Lam- Hh3 SECTION A —A' I• II I 0 U •��v :C •ii :i0 <h•4 0 f LOT 11; bLOCK 2� 2, gumw sic ❖.e�S' +:'�'•'.`_' r A : < • 4S J ruHr_ — CS, STOP SIGN I ROWIN T STOP w RAMP GENERAL NOTES 1. ENGINEER SHALL PREPARE SIGNING AND PAVEMENT MARKINGS PLAN! IN A SEPARA IE SHEET I" a 50' SCALE MINIMUM. 2 ENGINEER SHALL W51T SITE & VERIFY FIELD CONVIVONS BEFORE PREPARING PROPOSED AGMNG AND PAVEMENT MARKING PLANS 3. CONTRACTOR SMALL BE RESPONSIBLE FOR THE REMOVAL OF ALL PAVEMENT MARKING & SIGNS CONFLICTING WIN ME PROPOSED ROADWAY CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR YHE INSTALLATION OF AL PAVEMENT MARKING AND SIGNS AS SHOWN IN ME PLANS AND APPLICABLE TRAFFIC VISION STANDARDS 5, CONTRACTOR SMALL BE RESPONSIBLE FOR MATCH(MG EXISTING PAVEMENT MARKINGS AT ME BEGINNING AND AT THE END OF THE PROJECT AND AI ALL INTERSECTING SIDE STREETS 6, CONTRACTOR SHALL BE RESPONSIBLE FOR ME INSTALLATION OF REFLECN4£ PAVEMENT MARKERS ALONG ME ENTIRE LENGM OF THE PROJECT. L ANY SIGNING RA TONAL, INCLUDING SUPPORTS TO BE REMOVED. SHA BE DELIVERED BY ME CONTRACTOR TO THE CITY OF SOUTH MIAMI PUBLIC WORKS DEPARTMENT YARD. 8 SIGN ASSEMBLY L04 VMS SHOWN M THE PLANS WICK ARE M CONFLICT WIN STREET LIGHTING UTILITIES IWIWWAYS, PEDESTRIAN RAMPS ETC, MAY BE AOXSTED AS DIRECTED BY THE ENGINEEKMSPECH)IT 9, CONTRACTOR SHALL BE RESPONSIBLE FOR PROWMNG PEDESTRIAN RAMPS WHERE SIDEWALK 15 EXISTING OR PROPOSED PER ADA AND PUBLIC WORKS DEPARTMENT REQUIREMENTS 10. ALL OFFSTE CONSMUCVON TO BE PERFORMED AS PER THE REQUIREMENTS OF THE CITY OF SOUTH MIAMI PUBLIC WORKS DEPARTMENL AND ME FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS, IL CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL NECESSARY PERMITS PRIOR TO PERFORMING ANY WORK NUNN ME RIGNT -OF -WAY CONTRACTOR SHALL COORDINATE W IH ME CITY OF SOUTH MIAMI PUBLIC WORKS DEPT. FOR ALL OFF9T£ MEERNGS I REQUIRED. I). ALL EUSCAUL PAVEMENT MARKING IN CONFLICT WIN PROPOSED SHALL BE REMOWDIPEPAMIEO TO MATCH PROPOSED. p. CONTRACTOR SHALL INSTALL TYPICAL REFLECTIVE PAVEMENT MARKERS AS PER FOOT REQUIREMENTS 14. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTE IS CONTRACTOR SHALL COGRDINATE MTH THE CITY THE LOCANOM & INSTALLATION OF PARKING METER POLES 16. CONTRACTOR SHALL CONDUCT ]£LENSED INSPECTION OF ALL SIM GRAIN LINES PRIOR TO AND AFTER CONSTRUCTION PAWL. �- NEW IH- IM£ S ASPHALT j0 BC MpLEO & NEW B" UMEROAM BASE COMPACTED RESURFACEO ID 98i MAX OR DENS'IY `/'. TryE NEW IP SIABALI; SUB GRAM S ASPHAI I CONPACRO i0 95S NAX GUY DEMON WIN IBR - 40. CIAN0 SAW & SUBWtADE I' KCVWS RAM W NAB NEW 1" EPIC LOW, 6" AI ALL MOINIAT LOGAnavS DETAIL A C -2 LEGEND } NEW IN" TYPE Y' ASPHALT PAVEMENT mom MILL I" EXISTING ASPHALT PAVEMENT AND OVERLAY WIN I" TYPE S' ASPHALT PAVEMENT I1 EXISTING ASPHALT TO REMAIN P . - NEW CONCRETE NEW CONCRETE PAVERS E=:= EXISTING CONCRETE LL� AIL CGSTMG CORE CO RCNMN UNLESS OINERMSE NOTEO. 1YP MK, O LML / M« M.n IHWS Axwn3 M n 3 Ile m NH- it ii rT wwq �r /s ews a ,, — — Ixsrmc <Axlrox eASr OC 8,M W,K ��)' Sr,BIR<0 1 FS &M1Y P I]' l 10 M r61W&O USE y N,y- (Igy.,O) 0.0 INM VK .10.1 Adl,'S x MM[NI ov wMR me L«m. aurae trc. SECTION 'B —B' SECTION 'C —C' E+ LU f-- cQ C PO!RYI.. .AAQA I.ogtAXTIGwmKOR,LLG Hf, 1651 G O W L RSVVY, GIWIE A3 M�AW.ftDGM9155 NEXILI L NKSV MiGR:Wfi@5 lI..IsV,ARxmv PAV.T AMA.T. MIAN. RONW 9155 MIRROR. nnswuxDAATU..IRwn ILPF4.1 RIKAHT ..I. . "Eft C. OMET) UNNERSAL 411TRUGL IBM... GOMI(UHTS,U.SKYTIL 5966 SOUTH DIXIE BUILDING 596685970 SOUTH DIXIE HIGHWAY MIAMI, KOHIM33133 v5`r1rtoaomxGs uAOwL •o GEOMETRY, PAVING, PAVEMENT MARKING AND SIGNAGE SITE PLAN r / / [KIGY. 44.aY lO,M1Po V.41[T 4VIfLN .` rs "[XP.V9JY AN' Lam- Hh3 SECTION A —A' I• II I 0 U •��v :C •ii :i0 <h•4 0 f LOT 11; bLOCK 2� 2, gumw sic ❖.e�S' +:'�'•'.`_' r A : < • 4S J ruHr_ — CS, STOP SIGN I ROWIN T STOP w RAMP GENERAL NOTES 1. ENGINEER SHALL PREPARE SIGNING AND PAVEMENT MARKINGS PLAN! IN A SEPARA IE SHEET I" a 50' SCALE MINIMUM. 2 ENGINEER SHALL W51T SITE & VERIFY FIELD CONVIVONS BEFORE PREPARING PROPOSED AGMNG AND PAVEMENT MARKING PLANS 3. CONTRACTOR SMALL BE RESPONSIBLE FOR THE REMOVAL OF ALL PAVEMENT MARKING & SIGNS CONFLICTING WIN ME PROPOSED ROADWAY CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR YHE INSTALLATION OF AL PAVEMENT MARKING AND SIGNS AS SHOWN IN ME PLANS AND APPLICABLE TRAFFIC VISION STANDARDS 5, CONTRACTOR SMALL BE RESPONSIBLE FOR MATCH(MG EXISTING PAVEMENT MARKINGS AT ME BEGINNING AND AT THE END OF THE PROJECT AND AI ALL INTERSECTING SIDE STREETS 6, CONTRACTOR SHALL BE RESPONSIBLE FOR ME INSTALLATION OF REFLECN4£ PAVEMENT MARKERS ALONG ME ENTIRE LENGM OF THE PROJECT. L ANY SIGNING RA TONAL, INCLUDING SUPPORTS TO BE REMOVED. SHA BE DELIVERED BY ME CONTRACTOR TO THE CITY OF SOUTH MIAMI PUBLIC WORKS DEPARTMENT YARD. 8 SIGN ASSEMBLY L04 VMS SHOWN M THE PLANS WICK ARE M CONFLICT WIN STREET LIGHTING UTILITIES IWIWWAYS, PEDESTRIAN RAMPS ETC, MAY BE AOXSTED AS DIRECTED BY THE ENGINEEKMSPECH)IT 9, CONTRACTOR SHALL BE RESPONSIBLE FOR PROWMNG PEDESTRIAN RAMPS WHERE SIDEWALK 15 EXISTING OR PROPOSED PER ADA AND PUBLIC WORKS DEPARTMENT REQUIREMENTS 10. ALL OFFSTE CONSMUCVON TO BE PERFORMED AS PER THE REQUIREMENTS OF THE CITY OF SOUTH MIAMI PUBLIC WORKS DEPARTMENL AND ME FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS, IL CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL NECESSARY PERMITS PRIOR TO PERFORMING ANY WORK NUNN ME RIGNT -OF -WAY CONTRACTOR SHALL COORDINATE W IH ME CITY OF SOUTH MIAMI PUBLIC WORKS DEPT. FOR ALL OFF9T£ MEERNGS I REQUIRED. I). ALL EUSCAUL PAVEMENT MARKING IN CONFLICT WIN PROPOSED SHALL BE REMOWDIPEPAMIEO TO MATCH PROPOSED. p. CONTRACTOR SHALL INSTALL TYPICAL REFLECTIVE PAVEMENT MARKERS AS PER FOOT REQUIREMENTS 14. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTE IS CONTRACTOR SHALL COGRDINATE MTH THE CITY THE LOCANOM & INSTALLATION OF PARKING METER POLES 16. CONTRACTOR SHALL CONDUCT ]£LENSED INSPECTION OF ALL SIM GRAIN LINES PRIOR TO AND AFTER CONSTRUCTION PAWL. �- NEW IH- IM£ S ASPHALT j0 BC MpLEO & NEW B" UMEROAM BASE COMPACTED RESURFACEO ID 98i MAX OR DENS'IY `/'. TryE NEW IP SIABALI; SUB GRAM S ASPHAI I CONPACRO i0 95S NAX GUY DEMON WIN IBR - 40. CIAN0 SAW & SUBWtADE I' KCVWS RAM W NAB NEW 1" EPIC LOW, 6" AI ALL MOINIAT LOGAnavS DETAIL A C -2 LEGEND } NEW IN" TYPE Y' ASPHALT PAVEMENT mom MILL I" EXISTING ASPHALT PAVEMENT AND OVERLAY WIN I" TYPE S' ASPHALT PAVEMENT I1 EXISTING ASPHALT TO REMAIN P . - NEW CONCRETE NEW CONCRETE PAVERS E=:= EXISTING CONCRETE LL� AIL CGSTMG CORE CO RCNMN UNLESS OINERMSE NOTEO. 1YP MK, O LML / M« M.n IHWS Axwn3 M n 3 Ile m NH- it ii rT wwq �r /s ews a ,, — — Ixsrmc <Axlrox eASr OC 8,M W,K ��)' Sr,BIR<0 1 FS &M1Y P I]' l 10 M r61W&O USE y N,y- (Igy.,O) 0.0 INM VK .10.1 Adl,'S x MM[NI ov wMR me L«m. aurae trc. SECTION 'B —B' SECTION 'C —C' E+ LU f-- cQ C PO!RYI.. .AAQA I.ogtAXTIGwmKOR,LLG Hf, 1651 G O W L RSVVY, GIWIE A3 M�AW.ftDGM9155 NEXILI L NKSV MiGR:Wfi@5 lI..IsV,ARxmv PAV.T AMA.T. MIAN. RONW 9155 MIRROR. nnswuxDAATU..IRwn ILPF4.1 RIKAHT ..I. . "Eft C. OMET) UNNERSAL 411TRUGL IBM... GOMI(UHTS,U.SKYTIL 5966 SOUTH DIXIE BUILDING 596685970 SOUTH DIXIE HIGHWAY MIAMI, KOHIM33133 v5`r1rtoaomxGs uAOwL •o GEOMETRY, PAVING, PAVEMENT MARKING AND SIGNAGE SITE PLAN //�. / �/ r l / J ✓f`c \o- � , � / % r'✓ \ Al 46, BA /�/ ' EF ( is V/ / X6PN -AlI l PAVFY E NI L-q SLOPE COVC SOWN /CURB 8 J (I A ID wrw ExbF, VDIT DM ON PROPURY UN£ I REM £X157, ORDIrr7 Ox ] In1 / aE9s av PROPFRh uxe _ ~/ / � n •--5 tr� — �4 °y — Ltd � 10%2 / w m£Npl W 118., P£R4 NPPf O Ox SLOPE pN+ a. JO) e✓ J5' OF 5W, x 15D" COL !.� R '/ rRrwff W/Z9 -I P£RF WE O ox stove DWL n. 3.0) CBt /JUNC11ow DUX W/ NA'£RIEO BAFFLE / F, / W/US! 5145 VARY 8L?RR Wtf7 FNAME S 628 OR.IIE OA7E EL. 1ft. 1RY. R. AST C,W, 5.155 FOR .GAME ENV, £L, L50 6W FOR RLOG SERAC£5 (SEC OXG C -6 FOR NELLAS)— l / rg t& -- vry bnx�-- „s'.sl D[rA T.'6 —• T°' /— DRAINAGE NOTES 1, ALL DRAINAGE CEWSIRUCRON SHALL MBROXM 10 MC REWIRfICITS J OF NIT CITY OF $WIH MIAUL IHf OEPARiu[xi CF EN nRQVMEN iAt N n —y-S” W` SxX— — RESWFCfS MANAGFNENr RNUQ AND ME R0.00A BUILOINC CCOr.. -km "To S.WW LAR'S1£OIRW 5. S,sssC+ 3, NOWWR ✓RELINES ARE PLOIIEO TIM M£ BCE A WAAAN $WFECS S W 7 3 r d o I J T ALXURAR, MANY A ME NAL ONTANCEN COS NP NE OXNFR W RANIfE Mf/R ACCURACY. ANY fMVVYSAL D ES WE PO CONPLICIS BETITEN OLE ,P}° RESPLR PROPOSED IMPROVE WE O AND fXl$nNG PROBES SHALL B[ ixE SIXF OUNTRAYBILIIY CV ME RCVRUCLPR fi J. ALL VALVES SHALL EXERCISE ALL CARL ARE CARBON IN P NT 01NG SCAM r= 20+ p/Y (IN[ s�v4 gqT. u I / PFY VM — ACT. BF INS OURITR LTOR S AL Ct` nll$ X9RN IN Nif EKNI OF -0\ 4V a, UNITY NITYE. N/E CONYRACAN SHKI INN$ IIARLY H01FY TO AMIACE SHALL BE RIF COMPANY ANY AND aO COSTS INWFR£0 EVE TO DAMAGE SMALL \ 5w 4 11p OC Ng SIXF RESPONSIBILITY TRARTBO N CF THE 929IRACIM. V n 3E'E, I Att TRACIVCWS REFER I0 r HIS (19P9) T P F tygy S CND WR IOR SHALT PROSE HIS E LINE k GLADE FROM TALL HOPIRRIMLL ALSO }� \ b �Ya,� t9� AND 4ERNCAL US I' MARES ' E BY MEV BY A IROSTERGOP $NETT RYE / yC, q \`V NN'' EMBER -AS BVIt TILES. TONP BABY AREG52RHO LANE NAIL E 6 £XF /LTRICTE )PETIOLES. GiCH BANNS ANO MANHOLES S . DETAILS BE CONSTRICTED IN AS DONE IN MM GRY DF IN A MIAMI SM. NAMERIN +1) I I I A b \III > ORACTIa USING IS BEST IN A MATZO NA MM ACCCPRO FNpNEERING f ( PIRMUM£LOPE NIf BEST INFORMATION AVAILABLE jl I HY IYVLO B MINIMUM SLOPE LY RPE$ SS O ROW' 6 CUIO. PA RIA /N5 SHALL BE k• PER LINEAR FW1 UNLESS ONIERWSC SNOXN MAR'RIAC FOR R(CSE P /Pf5 SHALL BE PYC. A PO 9 OAOE COUNTY ROPE CRO£RE = 6.50IE NEW. 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