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HomeMy WebLinkAboutExhibit A 11-17-16N.E. 39th ST MIAMI BAY CLUB APT. BUILDING SECTION DETAIL A -A of • MIAMI BAY CLUB APT. BUILDING BISCAYNE BAY axloma31 architects • Commission: Mayor Tomas P. Regaledo Chairman / 01 Commissioner Wilfredo (Willy) Gort Vice Chairman / 05 Commissioner Koen Hardemon 02 Commissioner Marc Sarnoff D3 Commissioner Frank Carono 04 Commissioner Francis Suarez City Manager Daniel J. Alfonso INDEX OF SHEETS SHEET NO. DESCRIPTION COVER SHEET 2 GENERAL NOTES 3 TYPICAL SECTION 4 EX15TiNG CONDITIONS PLAN 5 WALL LAYOUT PLAN AND ruRatrnrY CONTROL PLAN 6 NEW BULKHEAD DESIGN CROSS SECTION 7 NEW BULKHEAD DETAILS 8 NEW BULKHEAD DETAILS AT EXISTING UUTFALLS 9 KAYAK LAUNCH LOCATION AND DETAILS )O CONCRETE SHEET PILE WALL DESIGN DATA CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM JEOVANNY RODRIGUEZ. P.E., DIRECTOR ALBERT PALLOT PARK SHORELINE IMPROVEMENTS PROJECT No. B-30802 RECEIVED APR 1 5 2016 GOVERNING STANDARDS ANO SPEC1IICArl0NS ffOMIDA nI ARID AWN, OF TRANSAORrATJON, DESIGN SrANCIAROS DATED 701,, AND SIANIIARD SPL,Cf, 1CAtlrN5 !DR IIDAO AND BRIDGE CONSTADCI(ON VAMP 7SIA AS Alll NW 'o NY (nNIRACT DOCIINFNTS City Df 1f1.D41 FNGfNr0RTNG rrANOAR05 r0R of SIGN Alto CONSTRUCTION DATED DECENNFN „NW - NIAN' %I TOOT DAUMD MAY 7O1o. P, , aN Secnun ,..n & RnslDral(Dn BEGIN PROJECT STA. 10+28.71 /.\ LOCAT ON NAP P SCALE:1'= 4,000 car Or MIANI PROJECT NANAI;ER 5'T'6`•� 4'Dga 'A ell far CODE CCl1 1/1,1ANCE City of 6Rlalni 5; yp,:.lurn Dale , 1. .. _ 0. • 11 1 • f 1 _ .,_._— I 1 l iIER .NATURAL RESOURCES DIVISION FINAL 1.APPROVAL NAME ONI,"` Ll-._ DLT _ _ — RECEIVED MAR 3 0 2016 CeNelal .NntFur7R. Sot../on 4aull Ret.antAs RDpA79an 6 RnlnlaGDn 9M'S1on (NRRRU) SHOP DRAWINGS 70 BE SUBMITTED TO - JAPES ROSALES, P.E. 201 ALHAMBRA CIRCLE 5u/64 930 CORAL GABLES, FL 33134 PLANS PREPARED 81'; T•Y-LIN INTERNATIONAL 201 ALHAMBRA CIRCLE SWCE 900 CORAL GABLES, FLORIDA 33134 PHONE: 13051 567-1888 FAX: 1305) 567-177) E60000»J/,,,,, II° .NO,S� No. 54635 hF iQz y sYi. 1r11 r9AF 1-frfl flrl NOTE. THE SCALE OFj THESE PLANS A1AE HAVE CHANGED DUE Hl RFPRDOULrlON ROADWAY PLANS ENGINEER GE REC(ORU JAI4E5 R05ALE5, P.E. 54635 SHEET NO PERMIT PLa(I5 NOT FOR C GENERAL NOTES: THE CONTRACTOR MUST HAND EXCAVATE AROUND AREAS WHERE. EXISTING UNDERGROUND UTILITIES ARE EXPECTED on SNSPECIEL) IN ORDER i'0 AVOW DAMAGES. THE CONTRACTOR SNAIL BE RESPONSIBLE FOR ALL REPAIRS AND COSTS TO CORRECT DAMAGES RESULTING FROM EAfTURF TO TAKE ALL NECESSARY PRECAUTIONS INCLUDING LOCATING. MARKING AND CAREFUL Ex(AVAT(ON. AND SHOULD BE 1NC1DEN7AL 70 711E COST OF THE PROJECT. 2. CONTRACTOR SHALL NB7A1N ALL NEC£SSART PERNT75 PRIOR To C014NENCING CONSTRUCTION. 3. 1T IS THE OBLIGATION OF THE BIDDER DR THE CONTRACTOR TO RAKE HIS DW,N INVESTIGATION AND SATISFY HIMSELF FULLY OF SUBSURFACE CONDITIONS PRIOR TO .SUBMITTING H15 RID. FAILURE ro DO 50, WILL N01RELIEVE HIM OF 11(5 OBLIGATION TO COMPLETE THE WORK FULLY AND ACCEPTABLE TO THE E1G(NEER AND THE OWNEn FUR THE roN5(DGRA7ION 5E1- FORTH IN 1115 BID. 4. CONTRACTOR SHALL NOT SCALE DIMENSIONS FROM PRINTS FOR CONSTRUCTION PURPOSES. 5. ALL DISTURBED GRASS AREAS SHALT BE RESTORED WITH SUITABLE SOIL AND SOLID 5T AUGUSTINE 50O 1F NOT SPECIFIED OTHERWISE ON THE PLANS, 6 IT IS TI1E INTENT OF THESE PLANS TO BE IN COMPLIANCE WITH APPLICABLE CODES DI AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT 7O THE ATTENTION OF THE ENGINEER 7. CUH7RAC70R IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING TREES. STRUCTURES. UTILITIES AND UTILITY BARKERS, WH16H MAT NOT BE SHOWN ON PLANS. ANY EXISTING STRUCTURES. �19411EM(ENN7T..�TREES. UTII$LIIT}IEES.. iiriioirr BARKERS OR OTHER EXISTING ImPROvPERFORMED UNOERSTH THIS CONTRACT. SHED FOR ALLLBE R1CH IS E'PAIRED. patthET1 m,ii�r Il)i4lf N(:IN111UAXl1RT sr TOITHEFO Br OWNER.ONSTRUCT(ON CONSTRUCTION NOTES: 1. ALL WORK TO BE IN COMPLIANCE WITH THE RERUIREMFNTS OF AND ACCEPTABLE TO CITY OF MIAMI PUBLIC WORKS DEPARTMENT AND MIAMI-LADE COUNTY RE.R. FINAL APPRUO NANirt M 0 DA11 2. CONTRACTOR SHALL PROVIDE H15 GWN LINE AND GRADE FROM HORIZONTAL AND VERTICAL CONTROL CONTRACTOR SHALL ALSO PROVIDE "AS 8u1LP" GRADES CERTIFIED Br A REGISTERED IAN) SURVEYOR AS REQUIRED BY THE CITY OF MIAMI PUBLIC WORKS DEPARTMENT. 3. Rip PRICES SHALL INCLUDE ALL LABOR, EQUIPMENT. MATERIALS AND INCIDENTALS COMPLETE IN PLACE, TESTED. AND ACCEPTED BY THE ENGINEER. 4. THE CONTRACTOR SHALL USE SWEEPER f1151N5 WATER) OR OTHER EOUIPNEN7 CAPABLE Of CONTROLLING AND REMOVING DUST, APPROVAL OF THE USE OF SUCH E6U(PLIEN7 1.5 CONTINGENT UPON (75 DEMONSTRATED ABILITY 7Q DO WORK. 5. THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING 1N1ETS CLEAN or Dram15 AND ANY OTHER MATERIALS I15FD DURING CONSTRUC710N. THIS SHALL RE DONE DURING THE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. ALL EX(ST1H6 LINES AND STRUCTURES SNAIL BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE 6. CONTRACTOR SHALL CONTACT 511B5H(NE AT (BOOT 432-4770 AT LEAST 48 HOURS PRIOR 70 PERFORMING ANT MOOING To VERITY THE EXACT LOCATION 0P Exi5l ING UTILITIES. 7, ALL TREES TO BE REI.00ATED 0117510E OF CONSTRUCTION AREA WHERE FEASIBLE, UNAVOIDABLE IMPACT TO MANGROVE TREES ARE TO BE MITIGATED IN AC00R0AN(E TO APPROVE PERAU75, 8. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP ORAWfNGS FOR ALL ITEMS LISTED 1N PROJECT SPECIFICATION 'WHERE APPLICABLE]. B, THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES. 10. ALL EXISTING DRAINAGE STRUCTURES AND PIPES ARE TO RED+TRIM AND TO NE PROTECTED UNLESS OTHERWISE SP€CIF1E0 ANO APPROVED. I1. CONTRACTOR SWILL IMPLEMENT AND ENFORCE ALL NPOES EROSION AND D1SEDIMEENNT �000NTROL RULES AND REGULATIONS. 12. CONTRACT SHALL INCLUDE 1N THE BID PRICE FOR CLEARING AND GRIIIDLLN(F ` _ I\' E D UTILITY COMPANY CONTACT LIST: TDor B FLORIDA POWER min LIGHT-DADF FI.ORLDA POWER AND 1!GHT-FIBERNFT MCI mum -UAUE WAI CR AND SEWER AT VFS/ONS At DFS(.N(J'(JUN MIAMI r01 A5 TRACT STERN DAUNT NASKE77 INVESTIGATIONS PAT1RICK C110NG FOR APR i 5 n1$ Netural Resources 1504 (1a'i:N S 11¢Melation L)'n1sloA (FIRRILD) 305-951-7669 800 868.9554 30S-552.293T 977-729-6016 IRO 2613-5255 14r4¢S Rosales. P.E. No. 54635 T-Y•LIN HI I m ,1 ENVIRONMENTAL NOTES f, ANr HATCRIAL TG BE .STOCKPILED FOR PERIODS GREATER THAN 24 HOUIIS SNAIL BE PROTECT EL' Or AR. RLPG(ATE EROSION CONTROL DEVICES. 2. THE CONTRACTOR SHALL REVIEW ENVIRONMENTAL REOUIREBENTS OF ANY PROPOSED STAGING AREAS WITH THE PROJECT ENGINEER AT LEAST SEVENTY-TWO (12) 110uR5 PRIOR ro USE. 3. NO STAGING OR OTHER ACTIVITIES FOR THIS PROJECT WILL BE ACirhv1D WITHIN ENVi5OR)1E1.1ALLY SENSITIVE AREAS. 4 CONTRACTOR SHALL NOT STAGE OR OPERATE EQUIPMENT WITHIN THE DRIPLINE OF TREES. 5. CONTRACTOR TO PROVIDE A CERTIFIED ARe0R157 WHO WILL DETERMINE ANY ROOT PRUNING AND ANY OTHER TRIMMING ACTIVITIES, COST TO 8E INCIDENTAL T6 CONSTRUCT111N, NO ADDITIONAL COHPEN5ATi0N NHL HP PR(VIDFD. STRUCTURAL NOTES: T. CONSTRUCTION SHALL 8E IN ACCORDANCE WITH THE FOOT 2014 STANDARD 5PEC1T(CAT10N5 FOR ROAD AND BRIDGE CONSTRUCTION. 2, DESIGN SHALL OE IN ACCORDANCE WUTlf 1I1L' roar SIRUCIURAL DESIGN MANUAL JANUARY 2014. AND SUBSEQUENT SIRIICTUBES 075(1,N BULLETINS. THE FOOT sTRUCTURAL DESIGN STANDARD INDEXES/DRAWINGS, 2014, AS AMENDED BY CONTRACT DOCUMENTS, THE AASHTO ].RFD BRIDGE DESIGN SPECIFICATION, 5TH EDITION, 2010. AND ALL SU85FOUENT INresllrs, AND THE AC1 3(8-11 BUILDING CODE RESUIREMENIS FOR 5TRUCTf1RAL CONCRETE (AND COMMENTARY) 3 DESIGN OF THE SHEET PI[E WALL SHALL BE BARED ON F007 DESIGN STANDARD fN 1F>f7DRAWING'Td1AlJ,"DREitQNrR��'IE�EFj,_� WA.I'. (RC`ViiN.4. ) ELu (. fi `iE 4. VERTICAL DATUM IS NGVD 29. Ci1y oi Miami 5, ENV1RONf1ENT IS CLASSIFIED AS EXTREMELY AGGRESSIVE. 6 MATERTAI.S P. Wu; ho _ 1. .1 6.1. BULKHEADS REINFORCED C.I.P. CONCRETE CAP: CONCRETE CLASS V. Pt - 6.50'E,5f. WI1T,H 51UU FUNS• METAKA5LIN OR ULT�1A ;DI FLY A5N FOR EXTREMELY AGGRESSIVE ENVIRONMENT (SEE ALSO CONCRETE 5 EEr1.5(1IWALL CANTHEVER DATA TABLE(. Sj � 1 6.2. MATERIALS FOR PRECAST/PRE51RE55ED SHEET PILES IN ACCORDANCE WITH F OI'v1NISEX'414N, APPLICAUIE'TU ALL ENvinar /ENT$. 7. CONCRETE COVER ll"ulLLill1 Ik1I0 CAST -IN -PLACE SUBSTRUCTURE IfORMED SURFACES): 3" CLEAR COVER. COVER OOE5.1,07 ING{ypE_t €FER TD F7#)l 1 G SPECIFICATION 415 FOR ALLOWABLE TOLERANCES- -- 11. PLAN DIMENSIONS ALL DIMENSIONS IN THESE PLANS ARE MEA5URF0 IN FEET EITHER HOAIZON7A.LY 9, UTILITIES 9,I. LOCATIONS OF STORM 1RAINSIONrlALLS IN PLAN VIEW ARE APPROXIMATE. LOCH CONTRACTOR BEFORE FABRICATION OF THE S14EEIPILE WALL PANELS AND STAR Ili+u„'.1irn1 R VE111-,914r,Y. UNLESS OTHERWISE NOTED, I ! l'd Izln I 41 f&,.'ANLJ'ELEVArlo7S SHALT REu/ER1F1ED18Y THE/ - 9,2. FOR .570R11 DRAINS AND OTHER UTILITIES, FOLLOW GENERAL NOTES ON PROCEDURES INVOLv1NG EX1511NG of H.1T1E5. IC. RUNTS IN CONCRETE: CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED IN THE PLANS. ADDITIONAL, CONSTRUCTION JOINTS (IR ALTERATIONS (0 THOSE SHOWN SHALL REQUIRE APPROVAL OT THE ENGINEER. II. CLEARING AND GRUBBING (,�� �V!!f''^ 1�1y LIMITS OF CLEARING AND GR0B81NG SHOWN 1N THE PLAN VIEW ARE APPROXIMATE. ANY INCREASE FROM CAL CNL AIEE0)AAT(TT)•7 U,,, BE CONSIDERED INCIDENTAL 70 THE TOTAL COST OF CLEARING AND GRUBBING. 13. CUT AND FILL OPERATIONS MAR 31 20f6 12.1. THE CON('IIAC1'OR .SHOULD NOTIFY ADJACENT OWNERS AND INVOLVED LIT ILI71E5 IN WRITING TL11O,(41,��' 'k F?llfl'rPXL'a1MAIPfON OPERATIONS BEGIN. T`,V -,-.5 w, NR 0I/ RPSIOrAUOn 122. WAN(ITIES FOR CUT AND FELL SHOWN IN THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY 714E CONTRACTOR BEFORE 8140(11G. 12.3. ANY EXCAVATED MATERIAL THAT IS DEEMED BY THE ENGINEER UNSUITABLE FOR TILLING SHALL BE PROPERLY 015P0SED OF BY TILE CONTRACTOR AT AN APPROVED FACILITY OR DAMP SITE. THE COST FOR DISPOSAL OF UNSUITABLE MATERIAL SHALL BE i5CLUUE6 1N THE COST of CUT AND FILL. KAYAK LAUNCH 13.1. FN5TA1IAT1O11 OF SPECIALTY KAYAK LAUNCH MAI SHALT BF UNDER SUPERVISION OT MAT PRODUCT REPRF5FN1AT1vF. 13.7. 1A1N(CNANCC OHM I. BE PERFORMED 1 TO 3 TINES A YEAR TO CLEAN OUT THE MAT SURFACE MAT SLIM RE ROLLED RACK UP TRIBE THE IUF TO CHECK T11F C'ONOfT TUN OT !HF SUR GRAOF. NO MORE THAN 24 MAN HOURS A YEAR 15 ANTICIPATED TO KEEP MAT AND SUR GRADE IN OPTIMUM CONDITIONS. STAKE IIAI SET.UREI.Y RACK INTO .SUB GRADE AFFLR 1N5PEC110N AND /IAINI ENANCE CITY OF MIAMI CAPITA 1NPRUvf0ENTS AROGAAII n0. u1t•a. � wvf nn CIrrOF AYMAII CAPITAL, lMPR01'EAfEAT5 PROGR.LU PROJECT NnNF PROJt t r Ab ALBERT BALLOT PARK SHORELINE IMPROVEMENT 8-30802 GENERAL NOTES SHEET ND. CTION PERMITS PLANS 2 NOT FOR CONST _ EXIST. GROUND ----� _ NOTES: 7. CONSTRUCTION CENTERLINE HAS BFEN TAKEN ALONG FACE OF EXIST SEAWALL. 2. POT BARRICAVE FENCING UP TO PAWL ECT TREES VORING CONSTRUCTION. UPFANO-GRADING•AND'QAAIN'AGE-T0.8E-BESIGNER9Y OTHERS:— F t?. rf-IL(-!6 NF rT sT a..s Jwr VI SCRTPTIOa FOR 'OTIOS Rosales, P.C. Na. 54635 T-Y•LIN ^iI ki I EXIST. TREE EXIST. 'REF TYPICAL SECTION N.T.S CITY OF MIAMI CAPITAL IMPROVEMENTS 01104RMN rMI rc rni, a., fnsf +l 441 CONSTRUCTION - NEVI .SEAWALL REFER TO SHEETS 6 THROUGH 10 RECEivE,) API; 15 2016 Nnh;rajR - s'-3RRPAM.rremA,rs Sh:yoa Misha tmg) l ReMnn00N (VRi7A0 CM' OFMIAMI CAPITAL IMPEOYEAT NTS PROGRAM PROJECT NAME PROM CI Ne ALBERT BALLOT PARK SHORELINE IMPROVEMENT B•30802 RER • NATURAL RESOD ES TORSION FINAL APPROVAL NAArE 111/ lit tb DATi- _..___-f1_ RECEIVED MAR 3 3 2016 Mi}W FC,._i t.l� Crew' Crel ResoLroes S6t5Cn Ha9Ral Reonurtns Regufasen & Ras4era0on flhislon (I)RRRO) nitw.EL -a.as _ Ex7Sr, BAY B01-I01,1 11evl m ed for COOF COPiPUANC[ City t i f iiiii r 1 .... <G/�rrrr :it ro;if TYPICAL SECTION SHEET NO. 3 „ n. ,,ni r ,n. III NOT F3R CONSTRUCTION PERMITS PLANS GENERAL NOTES: 1. THE ALIGNMENT WAS TAKEN FROM TOP OF TFIE EXISTING SEAWALL 2. MAKI141.151 ELEVATION OF EXISTING OROUNO PFR SURVEY 44.0' 3 MLNIMUN ELEVATION OF EXISTING GROUND PER SURVEY *I GI 4. ',TAN HIGH WATER 1.1.7E 5. MEAN LOW MUER -0.45 (. VFRTIEAL DATUM 15 NOVO 29 ASPHALT PAVEMENT ;'l 9U BEGIN OF EXISTING — SEAWALL LEGEND f FXISTLNG EROSION INTO PARK n•rvrs?CPS Dore In tr: Sl AN4Pl4' RECEI5. APR 1 5 4�:J OERM C ,s ,1I MCT'1Nf;ei 4.,-;.-. RATGml Resoure„s Rooila6on & AoilWr6IIDn D rWBN (NRRRU) EXISTING- -,STOW DRAINAGE MANHOI F' RIM E1.FV, 353 44 ROCK R"NCN LINK FECEHAI ANGROVE END 0T EXI SI ow; SEAWALL I7O REMAIN. CONSTRUCTION 6 74P Of SEAWALL FIFV. 3.9 EOA '"1..,,NTT I " DESCRIPTION: (ALBERT PALLOT PARK) PARCEL OF SUBMERGED LAND IN BISCAYNE BAY BEING A PORTION OF SECTION 19. TOWNSHIP 53 SOUTH, RANGE 47 FAST, ?LIMO-DADE COUNTY, TLORIDA. ALBERT PALLOT PARK CONCRETE PAD -7-WO5D DVERO{A3YO LIMITS OF ER05)1N INTO PARtj SFE'S7-7EET2 STRUCTURAL NOTE 12 BLACK MANGROVE BISCAYNE 6AY EDGE Or WYATER— 71 r , iL7T GO1:. ::` 1IGE da /�,�I�,[�jy Il,'�d,117' FxISTItir. _ -- - STORM °RAINAGE 14ANHodF „ RH4 E6EV 32p' 1 •- ';' IIUTTONW00D --OOP--RAP LT0 RE, RrLOCA7ED)', J,RER - NATURAL RESOURCES DIVISION FliriAL APP{FOVAL NAME E " 4) i 1 ti L\raj,{ts [1ATE ex 25iTFp"i4 0 7—SEAWALL F,LEV 4.6' MMAMI BAY CLUB (601 NE 39th ST) 6" CONCRETE WALL 7 -SEAWALL ELEV 5.7' RECEIVED MAR 3 0 2016 1)ERI,I Crae)al Soso/Am Rocpon 'Hhnal Rrs- --ecs Repleion & Reslonfi,R D15;s:O (NRRRI)) SURVEYORS NOTES: `-- NFAN HIGH WATER LINE 1. TN15 TOPOGRAPHIC SURVEY DOES NOT REPRESENT A COONOARY SURVEY. 2. SUBJECT PROPERTY INA5 NOT ABSTRACTED RY rills FIRM FOR EASEMENTS, OUGHTS -OF -WAY. RESERVATIONS OR OTHER NATTERS Or RECORD, AND NO OWNERSHIP WAS DETERMINED. 3. SCALE OF SOME FEATURES MAY RE EXAGGERATED FUR CLARITY. 4. Br1RIE15 FOUNDATIONS AND UN0FRGRouNO UT111TIFS. Tr ANY, NOT SHOWN 5. ELEVATIONS ARE REI ALIVE TO THE NATIONAL. GEODETIC VERTICAL DATUM OF 1929 AND ARE 8ASE0 ON MANI-DADE COUNTY BENCHMARK NAMED C-243 DESCRIBED AS FOLLOV/5: BENCH NARK ILSK STAMPEp C 24? IA65 AT THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD 25 NW 36711 ST) AND AT 2ND AVE f1EOFRAt HIGHWAY). UNDER 7IIE INTERSTATE INS STATE ROAD 117 OVERPASS !N SECTION 19, TOWNSHIP 53 SOUTH, RANGE 41 EAST. SET VERTICALLY 1N WEST FACE OF THE NURTH CONCRF7F PIER FOR THE. UVERPAS5 WHICH I5 BETWEEN THE FLORIDA FAST COAST RAILWAY TRACK AND NE 2ND AVE {FEDERAL HIGHWAY) AND ALR055 THE ROAD FROM MIAMI PARKING SY.5TEM or NUMBER 56. 2e2 TT 196 M) EAST OF THE EAST- RAIL OF THE EAST TRACK OF THC FLORIDA, EAST COAST RAHWAY, 25.4 FT L7.1 M) WEST OF THE CENTERLINE 0O NE 2ND AVE LTFUCRAL HIGHWAY{, G.8 TT (2.1 14) WEST 01' THE WEST CORK AND z.0 TT f06 M) AWE THE !FVFI OF THE GROOM). ELEVATION - 1513 lames Rosales. EL No. 54635 T-Y'L11q II. r1AI RASE!) I/O NCI! 611 LEGG SURVEY DATED MAY 1ST 2013 CITY OF MIAMI CAPITAL IMPR0VEMFNTS PROGRAM CITY OF 01II44OI CAP/T.4* 1RIPROIrh'AII?NTS PROGRAM PR061?? MANE PROJECT .No_ ALBERT PALLOT PARK SHORELINE IMPROVEMENT 13-30802 EXISTING CONDITIONS PLAN SLIEST ND. 4 MOT FOR CONSTRUCTION PERMITS PLANS SLOTTED PvC CONNECTOR PIPE (METAL COLLAR REINFORCED) 18 OZ. NYLON REINFORCED PVC FA88/C {300 P51 TEST) d' VINYL SHEATHED EAW STEEL Caere (9800 LBS. BREAKING STRENGTH, WITH GALVANIZED CONNECTORS (TOOL FREE 015C0NNECTI TYPE I L05E0 CELL SOLID PLASTIC FOAM' FLOTATION (84] E011(V.) (17 LBS. PER FT. 800(1NSY) —18 0Z. NYLON R0/RFORCEO PVC FABRIC (300 PSI TEST WITI7 LACING GROMMETS TYPE II ys' GALVANIZED CHAIN FLOATING TURBIDITY BARRIER DETAIL DI e5' sr0. ISINGLE PANEL FOR DEPTHS 5 OR LE55)- D2 s5 STD. (ADDITIONAL PANEL FOR DEPTHS 5'). Manly( TO REACH Borr0M UP r0 DEPTHS OF 10 FEET two (7) PANELS TO BE USED FOR DEPT1f5 GREATER THAN TO FEET UNLESS .SPECIAL DEPTH CURTAINS 5PEc1F1CALl7 CRUEL, FOR IN THE PLANS OR AS DETERMINED Or THE ENGINEER. NOTICE: COMPONENTS OF TYPES I AND 1L MAY BE 51MT1AR 88 IDENTICAL TO PROPR(ErARr OP51GNs, ANT INFRINGEMPNT ON THE PR0PRIETAR( RIGHTS OF THE DESIGNER SHALL OE THE SOLE RESPONSrull Tr( OF THE C USER. SUBSTITUTIONS FOR s q TYPES 1 AND 1L SHALL BE AS 4 {\ APPROVED 8Y THE ENGINEER. h DI ti ) LEGEND SEWN OF E%15T1NG - SEAWALL STA 10+19.03_/ OFF 0.433 I. SPA 10430A8 OFF 3.603 I. PROPOSED KAYAK LAUNCH RAMP PROPOSED RIP RAP PROTECTION 6' MINIMUM FLOATING runaway BARRIER q07 AC MANGROVE IMPACT Ct- Cti --CONSTRUCT+/N RASP ?NE STA 10.30.60 Ore 1T.0e8 R "POLYPRO ROPE T(P. (60n (95. RRFAK INC STRENGTH) CLOSED CELL SOLID PLASTIC FOAM FLOTATION (6-59 EOurv4 (12 LBS. PER FT. BUOYANCY) 4.0 •" NO LESS THAN ZO' FROM PAVILION ..--RELOCATE EXISTING TREEIA NEW SEAWALL STA 11401.50 OFF 16.000' L. PROPOSED KAYAK !ADMEN RAMP END OF EXISTING SEAWALL (T0 RENATO) '-FLOATING TORRIDITY BARRIER STA 10019.50 OFF I E43' R PI FOR 5EC1'fON A -A .SEE SHEET 6 PVA11 REARING SAME AS EXISTING 8U(K HEN) ITO OF VERIFIED BY CONTRACTOR PR10R TO LONSTRUC110N1 GALVANIZED CHAIN EROSION/SEDIMENT CONTROL NOTES THE PDRPOSE OF EROSION CONTROL 15 ro PREVENT POLLUTION OF WINES OF WATER ON OR ADJACENT 10 THE PROJECT SITE. IN ADDHION, EROSION CONTRO, SIIA.L PREV.,N' DAMAGE TO ADJACENT PROPERTY. AND WORK TN PROGRESS ALL ER05(7N AND 5(Lrai'105 MEASURES ARE TO 8E PINED PRIOR TO CONSTRUCTION. IT SHALL BE THE CON? BACrc9'S RESPONSIBHl7I TO 1NSPE£T ALL EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERT RAINFALL. ANY NECESSARY REPAIRS DR WNW. TO MAINTAIN THE E"11'CTIVENI-S5 OF THE EROSION CONTROL DEVICES SHALL RE MADE IML1E01ArELY. TURBIDITY BARRIER NOTES I. TURBIDITY CURTAINS SHALL. BE DEPLOYED IN A MANNER NOT TO ENTANGLE 0R HARM MANATEES. 2. TURBIDITY SHALL RE MONITORED AS OUTLINED IN THE REGULATORY PERMITS. J. 1011910ITY BARRIERS ARE TO NE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPT0. a. NIVMBER AND SPACING OF Ax(HnR nFe-FNDiNT; c-TI' rr if{pL{f.]fi) ;II" ❑❑`[�(— 9. DEPLOYMENT OF BARRIER ALt6 SEAWALL MAY VARTj U O VfSA'IE'L ON�f7tDCTf N!'Tlu PITY! Prov: riEcElvED OPERATIONS. NOTES RIP/RAP (VOLUME) w (I6 (74 TOTAL WALL LENGTH =.13Sr if) S et.1,1.gitEL0CATE EXISTING BUTTONWOOD NEW 10CAT(ON OF BUTT8NW000 2 4,f f fl .4,4 A . L r 53.07'W ('•1 1T+00 C0)15 ERUCT ION BASELINE `PR0P05E0 SEAWALL -CONSTRUCTION JOINTS ON BULKHEAD CAP AT EVEN STATIONS AS SHOWN. OR EVERY AOD FT PROPOSED RIP RAP PROTECTION ��y -MEAN HIGH WATER (INE +1.71' -EDGE OF wn7ER NOTE ). FOR STATION AND 0N15.. 1 REFER 10 CONSTRUCTION BASELINE - Into MI J (60 I4+4 MAR 3 D 28IG ER0 Coastal Re/-n,.•ses $c Ion al Rosnu'ces Re51e,A71en 8 Resten3tlen Dims;en ( tat RRDI I BAY CLUB NE 39th 5T) 6" CONCRETE WALL 52A 14L41.51 —OFF 28Ne0 1. END OF PROPOSED SEAWALL STA IRW842" off 16.000 LT ,J ) r,RER-NATURALREBOURC 9KI ISIO I' a `• ,', i FINAL 11 Prior .�s rl ..., ,, NAME _���� 1'S' �i' rll rrs../ AI N1;1T,1, DATE WALL ••r.,.r,j1 NOT FOR CONSTRUCTION PERMITS PLANS REV/5(OM1'1 mAIT OF DESCR/PTICW IDR James Resales. P.r. N0 54635 TYLIN I ki,iA1i'ITi`.I CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM rm.�.re vn nmr 111 est CITY OP AllA1(1 CAPITA!- IMPROPF.AI F.}YTS PROGRAM r901EEr RARE r1RT1LC1 Na. ALBERT PALM" PARK SHORELINE IMPROVEMENT B-301102 WALL LAYOUT PLAN AND TURBIDITY CONTROL PLAN SHEET NO 5 CUT ARO FILI —tO (MINIROM) I [ CpNStRUCTIAY +_SV_raPOF SEAWAII.CAP ,_, rap OF EXISTING MONO .-RIP.RAP PRO7ECT10N ELEVATION WUXI'PARK) TOP FILL • 57 OR BALTAST 7 T_ •WRAP AROUND Ind LAYER OF PLA5r7C I� FITTER FABRIC lP SEPARATE FILL LAYERS GROOVE `ti'� 70(TON FILL GRADED ROCK T NrNt70M L ---. —. BORON) FOR CUT STABILITY FLAT NOTES: 1.—UP14V7 ORAMORT-4141,--RRA7MAGF-77 rr ITF'SF0fiF OY-OTHERS:'- 3 7. FOR RIP -RAP NSF EXISTING ROCK WITH ANGINA!? 1AGGE0 EDGES A7i0 DISPOSE OF THE REST AND OF C0N.Sr/LUCT;ON DFBR75 CBRICK, BROKEN CHUNKS OF CONCRETE, ETC. MAXIMUM 7�1 SLOPE. OOOOO ,Fi os4 h fir 35 * S I7q f OE , 0- blONAL Vori'I TONGUE y_7y•16 1I PT THICK X 7• 6" WIDE 0 275 LONG -- PRECAST CONCRETE SHEET PILE WALL PANELS +3.5 TOP OF SHEET PRE rn •6. LENr,7H RIP -RAP PROTECTION (MUM FACE OF SEAWALL) F - 77.0 SECTION A -A (SEE SHEET * 5} CROSS sECT1ON TROUGH SHORELINE PROTECTION DUE NORTH v APRAF1016 007,14 !R ,al.ge�,un's Y,.71 MOO � hrr iijOle A S'Md(jr.,, .0.45 711W _ EXISTING GRALIF 7171565017E BAY) // RECEIVED MAR 3 €1 NJIG _$m i:ca0 .I R,.. Soren MRAA-Ai R- 7a:;e. Repolalion 6 Restoration TI IZIN (RRRRD) : 0 C ,.i l:lLI2t WCE D377 I ,; 1V:1in- -. _ ...__...._,_.J.—. ERER - NATURAL RESOURCES DIVISION FINAL APPROVAL NAM1(Yg1*0} F .''Q DA E _fl\ W: Y.S7075 OVf P, :N 14RNYN'N FOR James R0srlcs. P.E. No 54635 T Y LIN > f I f- +,i i' I I:''•' - CITY OF MIAMI CARfrAL IMPROVEMENTS PROGRAM irn CITY OF MEd HI CAPITAL (MPR(1VEMFATS PROGRAM AmorCr RAW ALBERT PALLOT PARK SHORELINE IMPROVEMENT 770)711 .44. 8.30802 NEW BULKHEAD DESIGN CROSS SECTION SHEET NO. 6 NOT FOR CONSTRUCTION PERMITS PLANS 4 t(2- WIOE SLO 5 OPEN STIRRUPS El @ UT SPA CCN7ERED BETWEEN SHEET PILE SLOTS PAIR OF CLOSED STIRRUPS (TYP. AT PILE 5LUT51 - n 2-W" WIDE PRETEN510NEO CONCRETE SHEET PILE PANELS (TTP.) SHEET PILE PARTIAL ELEVATION IIt rf S{yROLL '.l' , ••••�GENS '•• Lh • fNO. ? A STrl`IEOF FL17iilU� z !AST SUM' PILE PANE! LESS THAN 2.9- OR PANEL WIDTH FROM Ex15TING BUILDING SEARAL LAYERS WOVEN AT P01NT ur INTERSECTION 5, EXISTING 811ILUINO SEAWALL. i7 2 LAYERS OE GEOTEXTILE /J• 3 FEET BELOW THE MOOLINE-N' (DETAIL AT NORTH END NEW SEAWALL (BY BLDG. COMPLEX) I A" at SECTION A-rk • NATURAL FEE'VRSOURCES DIVISION FINAOVAL NAME , l_, '9 �i„)% . DATE 61 io RECEIVE D UFfil, APR r 5 20j5 VI CnaIGIRn RBkurR :cr.n:s5mt �I /�/N14RR�LL,,U RAM CLOSED PS1S7(IIR PY0) AYRq OP PILE SLOTS ,-03.S8 SVSN!r SPACED AS SHOWN 110P NNO 510E FACES) 3' CLEAR COVER (TYP.I -OPEN STIRRUPS BETWEEN PILE 5LU1S RECEIVED MAR 3 0 201G i)E(161 ('PASIa1 Resources Section Ilehval Resoun:Ps ReguiAYOn R Restoration 4htin; n (NRRRO) --CONCRETE SHEET PILE (I1. THICK) • Fievl€ Ivied f a. ( +ly S)i karia ,r-,+ // .. 11 to_,1( REVISIONS gt FOR I.rn r1 Rosales, F.E. No 54035 T•Y•LIN IPI I: CITY OF MIAMI CAPITA. IMPROVEMENTS PROGRAM 11.1r, MI6 CITY OF $I14Sf1 CAPITAL IMPROPEADA T'S 7R0GR:IaY PRPMC 144.L PRIMO' Ma. ALBERT PALLOT PARK SHORELINE IMPROVEMENT 8.30802 NEW BULKHEAD DETAILS SHEET NO. 7 NOT FOR CONSTRUCTION PERMITS PLANS DIRECTION OF SHEETPILE DRIVING (NORrHERl,r) LAST -DRIVEN soEErertE PANEL 800011E REACHING PIPE NU0LIN0 EXCA.QOr TOTI.FORM NEEHFD TO UN£AR1H PIPE - e L PANEL ON GR00vES OF 8(0K ADJACENT PRECAST PANEL5 7A" -PRECAST PANEL DRIVEN 7-6- FROM LAST 0R INOEPENOENrlY (WILL NEED SUPPORT` TO LINE UP WITH NEW WALL) - - COMPRESSIBLE EXPANSION MATERIAL 2" MIN. FROM EDGE. (LEFT OR RIGHT) EXISTING PIPE SHOWN IN THE CENTER BETWEEN PRECAST SNEETPILF PANELS I50CIO) AND TO M1NIM0M r0LEITANCE LDASHED. IEEE OR RIGHT) SEE 'SEQUENCE OF CONSTRUCTION" NOTE N0 2 —V0117 H1 WAIT , OR 5011. CONTINUES ENDA' ONE. 510E Cr THE WALL r( THE OTHER AND 15 STATIC. WATER SEEP THROUGH 501L ACROSS ENTIRE VOID. STORM DRAIN OUTFALL PIPES THROUGH WALL No.5 15 *• G, .JIhII;OF Al �alaap Nll,j1' SEQUENCE OF CONSTRUCTION: ROtH 03151(RE 510n1 DAMN PIPES TG RE EXCAVATEDIIACATEO AS SHOWN PRIOR TO BEGINNING WAIL CONSTRUC710N. 01AMETERS ALSO VER11'(EO AT THIS STAGE. CAST DRIVEN PNF PROGRESSING NORTHWARDS SHALL OF NO C105FR THAN 2' FROM THE SOUTHERN EDGE OF 711E FIRST DRAIN PIPE AND N0 FURTHER THAN 7-4' FROM I11E NORTHERN EDGE Or THE FIRST DRAIN PIPE. THIS WAY THE WIDTH 01 THE C.I.P. PANEL 1N THIS DEEM TS SAVE AS THAT OF rile PRECAST PANELS OR 7-6; TO PROVIDE a UNIFORM LOOK OR WIDTH 0r PANELS FOR AESTHETICS. WITH A Minimum PIPE CONCRETE COVER OF T LEFT 0R RIGHT, 3 ADWST THE C. I.P C(O5URF POUR WIDTH /if THE BEGINNING OF THE WAIL (TIE IN POTNr) AS NEEDED TO ACHIEVE THE CONDITION DESCRIBER TN N01F. 2. IT 711E SAME CONDITION I5 NOT ACHIEVED A7 THE SECOND ORAIN PIPE LOCATION TO THE NORTIT, RELOCATE THIS S£CONO PIPE THE NECESSARY AMOUNT (SEE UTILITY OWNER CONTACT INTORMAr1ON IN SHFFT 7 Fon PERMUTING, 0. DRIVE A PRECAST SHEET PILE 7-6' FRRN THE LAST DRIVEN SHEET PRE. THIS SHEET PILE WILL RE BY ITSELF AND THUS WILL NEED 06010R TENPORART SUPPORT TO KEEP ITS ALIGNMENT WIF1! THE FACE OF THE NEW WALL ARID TO NOT LET IT SHIFT NOR ROTATE IN ANT DIRECTION, 5. FORM AND POUR C. I,P PANEL GETWEEN THE LAST TWO DRIVEN PRECAST PANELS Ai 7-6" APART. 511I7 Ohl OF C.1P PANEL. SHALL RE BETWEEN G" AND 14• AQOVE I71F CROWN 11F TTIE PIPE ,SO TIHAI THE FORM 2021FAT AND FRESH CONCRETE A80VE NEVER REARS 0R MAKES CONTACT WITH THE PIPE. 6. ONCE THE FORM SYSTEM 15 REMOVED, TILL 133E GAP NETWEEN THE BOTTOM OF THE Nfq C f P. PANEL AN0 THE CROWN OF THE PIPE WITH COMPRESSIBLE EXPANSION MATERIAL 00020TF TON EMS ENVIRONMENT (SOIL AND SALT WATER). • 7. BEHOVE,' SUPPORT TO INDEPENDENT PRECAST PANEL Or STEP - ANtl' CONTINUE DRIVING 5I105750 NT SHEET PILE PANELS. UNLESS ALL OR PART OF SUCH SUPPORT IS NEEDED FOR DRIVING Inc 1ST 5U85E011ENT SHEET PRE PANEL. AS A NRECAUT1oN TO MA1N7'A1N WALL STAR)LITY AND INTEGRITY. B, CONTRACTOR SHALL AVOID DAMAGE TO THE CONCRETE 570R11 DRAIN PIPES DURING EXCAVATION AND BACKTILLING, ANT COST OF REPAIR OR REFINEMENT OF P1PE DOE 10 BREAKAGE/SHIFTING DURING CONSTRUCTION OPERATIONS SHALL RE SOLELY THE CONTRACT0R5 CU5T. RER-KATURtst {r5^•uICES ONISION FINAL Apo5RO A NAMErNeiV t, 01„A ©ATE _,- 1� _ _ J (a_� RECEIVED MAR 3 0 201E I)f_H/.l Cr. As0l ftes0lares SeirP' HRWrPI Res pews Regulation & Restwaton IiMslee (HRRRD) RECEDE:) APR 1520I6 IJEHM COA,clal f1a5111rrurs N7`1.1 ; Rnsnu.'c' RcgVIRL4n d Scene,, T32099, rNRrrHD) Itiflrr I[ iv A(VI51RN5 0151R/P1/ON EDA 1AAA, Rosares. P.E. NM 54635 7Y"TIN 1-1.1;NiIv.TII)PI'11 CITY OF MIAMI CAPII AL IMP00LIFMFNTS PROGRAM ,Mons. I.n 1.. 01 M ...AI CITY OF MIA t!1 CAPITAL WROTE -ITEMS PROGRAM 1.1,11t1'. 1 111.1 P1r!1IL1.1 Na ALBERT PALLO1 PARK SHORELINE IMPROVEMENT B-30802 NEW BULKHEAD DETAILS AT EXISTING OUTFALLS SHEET NO. SNOT FOR CONSTRUCTION PERMITS PLANS UPIANq?GRAO AND DRAMA eE OP$tGN Or vs l jr% ),I11 33 SPECIALITY SURFACE MAC (KAYAK LAUNCH HAFIPI MAINTAIN AT SAME ELEVATION. Cur AND FILL AS NEFDEO COMPACT MATERIAL UNDER AT. L____________m.._4L,PECIALTY SURFACE AT RIP RAP SLOPE ON BOTH SIDES OF KAYAK LAONCH f EXISTING SEAWALL (TO REMAIN) SECTION A -A JKAYAK LAUNCH) N. T.S. t 5.0a TOP OF NEW SEAWALL CAP MAT To MEET SKIS TINT: GRACE AT 1T5 TOE (NATURAL CHANNEL GRADEI +I 71 AHW a.45 MLW SPECIALTY MAT (SEE NOTE I) NOW WIDE s 10.00 LONG RIP -RAP SLOPE. TYP. ON BATH SIDES OF KAYAK LAUNCH PROPOSED SEAWALL �77.86 TLETWCEN OLD AND NEW SEAWALL LOOP KAYAK LAUNCH HAT WIDTH (BPTwEEN oLP nun NEW SEAWNALL) PLAN VIEW KAYAK LAUNCH N.T.S. 71MURAL RESOURCES DNMSION FINAL APPROVAL SLOPE—.- 500- 2:1 MAR. RI MIN. fTYP1 TOE OF KAYAK LAUNCH MAT AT FRONT OF NEW SEA NAIL SECTION 6-B (KAYAK LALINQH) NTS NOTES: I. SPECIALTY 14AT FOR !ISM KAYAK MUNCH TO OP S£L'URED IN PI ACF AND 8E RESISTANT TO KAYAK LAUNCH TRAFFIC AND EXPECTED LOADING WITH RESISTANCE TO DIRECT EXPOSURE TO SUN AND WET AND DRY CYCLES. 2. SURTALE OF KATAK LAUNCH . ADIACENT AREAS TO 8E SODDED AND NIP RAP PROTECTION SURFACES ALL ro FOLLOW 0575T7NG GRADE WEPT AS NOTED. ALL TO 8E AT SAME ELEVATIONS AT HE IN POINTS FILL AREAS AS NEEDED IU ACHIEVE THIS CONDITION. EXISTING RIP RAP IN LOCATION OF KATAK IAUNCH 15 TO BF RE115E0 A5 Poo'T ECTION ALONGSIDE OF LAUNCH. Gl\.,,i, , f . r�Oci--- -4. 80 EXCAVATION JO OCCUR WATFRWARTJ OF MMHW FOR INSTALLATION OF KAYAK 1 ..•\,N.VGNS•I`''.;6' REG 171 ED N0. * 1�11�' APR 15 241G . l• i '- p •.. ^ . i I_ or . 4ci` ' pEHM Ca�slxl Relal:rcPs SerS�.r ttoR14l\... cam`,, ItatrFal RNs,ACCPSR(cLa3.1011 Le:nr :, I1 nn.JI IY1iIT 4.OP WIDE r ia.0a LONG RIP RAP SLOPE, TYP. ROTH SIDES Or KAYAK LAUNCH 7 ST118102E0 BACKFILL 1)71,3 law itW I RECEIVED MAR 3 (1 2016 Ijtii4! C+assi n?uxucaa Seccan 1etoei ReAnu•Pas Regu(45On A Restara0on CM'slra (1+RRRD) REVl5/JN5 0 PCSCR/PI/!JAI FOR James NoS.Nes. P.C. No. 54535 CITY OF MIAMI CAPITA. IMPROVEMENTS PROGRAM CTT7'OF A1LLifl CAPITAL F.sfPROYBAFKNTX PROGRAM, PANIC, NAME PNOJELL Ns. ALBERT PALLOT PARK SHORELINE IMPROVEMENT B-30802 KAYAK LAUNCH LOCATION AND DETAILS SHEET N0 9 NOT FAR CIINSTRUCTION PERMITS PLANS WALL LOCATION STATION fEe91N to eod) OFFSET ua CONCRETE SHEET PILE WALL, CANTILEVER DATA TABLE CONSTRUCTION INFORMATION trPE WALL (Sea NO. Detail A) A (starter) NUMBER REOUIREO 1 A UTVPIE011 138 PILE PILE GROOVE CORNER MINIMUM WALL LENGTH THICKNESS LENGTH ANGLE WALL TIP TOP L T X A ELEVATION ELEV. (ft) fIR1 (F!) (degrees) (1f) eft) 22.5 12 9I7 NU -22.0 +3.30 Table Dale 07-01-12 DESIGN PARAMETERS ELIA f4 LAYERS) &ELUTION FRONT RACK OF OF WALL WALL ffi) (1t1 -2.31 4.33 WATER ELEVATION FRONT OF WALL (1t) -0.45 RACK OF WALL I11) 11.71 DESIGN LIVE LOAD fps!) 100 22.5 12 9.11 NIA -2X.0 +3.50 -19.51 3.50 •2.51 • 19.51 NOTES I. WORK THE DATA DUNE WITH INDEX N0. 6040. 2. ENVIRONMENTAL CLASSIFICATION 15 - EXTREMELY AG0RE3SiYE- 3. CONCRETE FOR CAST •IN-PLACF RETAINING WAIT. CAP SHALL OE CLASS V (F'C 5500 PSI), WITH 50.1CA FUME, ME(AKAGLIN OR ULTRAFINE FLY ASH. 4. BORINGS WENS TAKEN ON GRASS sitarE JUST BEF0RE REACHING THE ERODED RIP- RAP SLOPE AT All ELEVATION 32.017 FT (VARIABLE FROM SURVEY). t,,l ft,,,,_, f Ni.K54C„ 5 i ! ,r 1 E 0P �.a errll p1llll' j1 Ntne L1DE Cowl IAN1.: -tit/ (if 111111f11i klowr re if RECEIVED MAi 3 0 2016 . f1ERb kariltarf�k u �ixa sKsio --- •,1j Sf)hyK = MO; RasiwalA+n E.�{q.lunvl� 1 1 „a>tl .,1.�1,a. ; 111113l1N 1t) Au') ir.:1V1-1T.11 OD c3(102 p REIt • NATURAL RESOURCES ONI610N NnAtia U` iI: L R£V1510N5 MSC.VIPIIPY EDR homes Rosales. PE NO. 54635 T-Y-L$N +.11VT CITY OF MIAMI CAPITAL IMPNDVEMENT S rv+`l,'F+A,I C1FTOE MIAMI CAPITAL IMPROVEMENTS PROGRAM Miler NMI PNOIEL7 No. ALBEAT PALLOT PARK SHORELINE IMPROVEMENT 8-30802 CONCRETE SHEET PILE WALL DESIGN DATA SHEET NO. 10 OT FOR CONSTRUCTION PERMITS FLANS