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Home My WebLink AboutExhibitMayor Francis Suarez Commission: Chairman - D5 Commissioner Keon Hardemon Vice Chairman - D2 Commissioner Ken Russell D1 Commissioner Wifredo (Willy) Gort D3 Commissioner Joe Carollo D4 Commissioner Manolo Reyes City Manager Emilio T. Gonzalez N CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS Steven C. Williamson, Director VIRGINIA KEY KAYAK LAUNCH D-2 [B-40584] [3801 RICKENBACKER CSWY] [PERMIT SET, MARCH 15, 2019] INDEX OF DRAWINGS Sheet Description Sheet Description Sheet Description 1 COVEN SNEET 5001 GENENAL. NOTES AND ABB0EVATIONS GENERAL NOTES 5101 CONCRETE PLATFORM- SECTION AND DETAILS 0 EwSTING CONDITIONS 5501 TYPICAL. SHEET PILE MORON 5 CLEARINGAN0 GRUBBING S502 SHEET PILE DETAIL 5 SITE PIAN 0 FLQATMG DOCK DETAIL T DETAILS AND SECTIONS B GANGWAY DETAIL P tD GANGWAY DETAIL FLOATING DOCK SECTION AND DETAILS 11 FLOATING DOCK DETAILS 12 TURBIDITY BARRIER DETAILS 10 TURBIDITY BARRIER DETAILS 1< TREE PROTECTION DETAIL SPACE RESERVED FOR CITY OF MIAMI APPROVAL STAMP (CONSULTANT NAMES] T•Y•LIN INTERNATIONAL 201 ALHAMBRA CIRCLE SUITE 900 CORAL GABLES, FLORIDA 33134 PHONE: (305) 567-1888 FAX: (305) 567-1771 EB00002017 CIVIL ENGINEER OF RECORD: FRANCISCO ALONSO, P.E. P.E. NO.. 66918 STRUCTURAL ENGINEER OF RECORD: ALEJANDRO SALAS, P.E. P.E. NO.. 74789 PROJECT VIRGINA KEY KAYAK LAUNCH - D-2 No. REVISIONS -SUBMITTALS DATE SEA! HEEL No COVER AGE No. 1 or 18 GENERAL NOTES: 1. THE CONTRACTOR MUST HAND EXCAVATE AROUND AREAS WHERE EXISTING UNDERGROUND UTILITIES ARE EXP ORDER TO AVOID DAMAGES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND COSTS TO CORI FROM FAILURE TO TAKE ALL NECESSARY PRECAUTIONS INCLUDING LOCATING. MARKING AND CAREFUL EXC., INCIDENTAL TO THE COST OF THE PROJECT. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCING CONSTRUCTION, 3. IT IS THE OBLIGATION OF THE CONTRACTOR TO MAKE THEIR OWN INVESTIGATION TO FULLY UNDERSTAND PRIOR TO SUBMITTING THEIR BID. FAILURE TO DO 50, WILL NOT RELIEVE THEM OF THEIR OBLIGATION TO CC AND ACCEPTABLE TO THE ENGINEER AND THE OWNER FOR THE CONSIDERATION SET FORTH IN THEIR BID. CONTRACTOR SHALL NOT SCALE DIMENSIONS FROM PRINTS FOR CONSTRUCTION PURPOSES. 5. ALL DISTURBED GRASS AREAS SHALL BE RESTORED WITH SUITABLE SOIL AND SOLID ST AUGUSTINE OTHERWISE ON THE PLANS. ri. IT IS THE INTENT OF THESE PLANS TO BE IN COMPLIANCE WITH APPLICABLE CODES OF AUTHORITIES H DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO ENGINEER. 7. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING TREES. STRUCTURES. UTILITIES AND UT1L NOT BE SHOWN ON PLANS. ANY EXISTING STRUCTURES. PAVEMENT. TREES. UTILITIES, UTILITY MARKS IMPROVEMENT NOT SPECIFIED FOR REMOVAL WHICH IS TEMPORARILY DAMAGED, EXPOSED OR IN ANY WAY D/S' PERFORMED UNDER THIS CONTRACT. SHALL BE REPAIRED. PATCHED OR REPLACED AT NO ADDITIONAL COST Ti CONSTRUCTION NOTES: 1. ALL WORK SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF. AND ACCEPTABLE T0. THE CITY OF MIA) AND MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES. 2. THE CONTRACTOR SHALL PROVIDE THEIR OWN LINE AND GRADE FROM HORIZONTAL AND VERTICAL CONTROL. PROVIDE "AS BUILT" GRADES CERTIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AS REQUIRED WORKS DEPARTMENT. 3. BID PRICES SHALL INCLUDE ALL LABOR, EQUIPMENT. MATERIALS AND INCIDENTALS COMPLETE IN PLACE, TE ENGINEER. 4. THE CONTRACTOR SHALL USE A SWEEPER (USING WATER) OR OTHER EQUIPMENT CAPABLE OF CONTROLLING AI OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING INLETS CLEAN OF DEBRIS AND ANY OTH CONSTRUCTION AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. ALL EXI'- SHALL BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. 6. CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE -CALL OF FLORIDA, INC (SUNSHINE 811) AT (800) 432-47 TO PERFORMING ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES. 7. ALL TREES SHALL BE RELOCATED OUTSIDE OF CONSTRUCTION AREA WHERE FEASIBLE. UNAVOIDABLE IMPA( BE MITIGATED IN ACCORDANCE TO APPROVE PERMITS. 8. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL ITEMS LISTED IN PROJECT SPECIE 9. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES. 10. ALL EXISTING DRAINAGE STRUCTURES AND PIPES ARE TO REMAIN AND BE PROTECTED UNLESS OTHERWISE 11. THE CONTRACTOR SHALL IMPLEMENT AND ENFORCE ALL NPDES EROSION AND SEDIMENT CONTROL RULES AND 13. THE CONTRACTOR SHALL INCLUDE IN THE BID PRICE FOR CLEARING AND GRUBBING. ENVIRONMENTAL NOTES 1. ANY MATERIAL TO BE STOCKPILED FOR PERIODS GREATER THAN 24 HOURS SHALL BE PROTECTED BY AI DEVICES. 2. THE CONTRACTOR SHALL REVIEW ENVIRONMENTAL REQUIREMENTS OF ANY PROPOSED STAGING AREAS WIT, LEAST SEVENTY-TWO (72) HOURS PRIOR TO USE. 3. NO STAGING OR OTHER ACTIVITIES FOR THIS PROJECT WILL BE ALLOWED WITHIN ENVIRONMENTALLY SENSITI, 4. THE CONTRACTOR SHALL NOT STAGE OR OPERATE EQUIPMENT WITHIN THE DRIPLINE OF TREES. 5. THE CONTRACTOR SHALL PROVIDE A CERTIFIED AR80RIST TO DETERMINE AND PERFORM OR DIRECT ANY F TRIMMING ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER. FOR FRANCISCO ALONSO. P.E. No. 66978 T•Y•LIN INTERNATIONAL ECTED OR SUSPECTED IN ECT DAMAGES RESULTING /ATION. AND SHOULD BE SUBSURFACE CONDITIONS MPLETE THE WORK FULLY 50D IF NOT SPECIFIED WING JURISDICTION. ANY THE ATTENTION OF THE TY MARKERS, WHICH MAY 4S OR OTHER EXISTING 'URGED BY CONSTRUCTION THE OWNER, 1 PUBLIC WORKS DEPARTMENT THE CONTRACTOR SHALL ALSO Y THE CITY OF MIAMI PUBLIC STED, AND ACCEPTED BY THE 0 REMOVING DUST. APPROVAL :R MATERIALS USED DURING TING LINES AND STRUCTURES 70 AT LEAST 48 HOURS PRIOR T TO MANGROVE TREES SHALL CATION (WHERE APPLICABLE). PECIFIED AND APPROVED. REGULATIONS. PROPRIATE EROSION CONTROL I THE PROJECT ENGINEER AT 'E AREAS. )0T PRUNING AND ANY OTHER STRUCTURAL NOTES: I. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FDOT 2017-18 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 2. DESIGN SHALL BE IN ACCORDANCE WITH THE FOOT STRUCTURES MANUAL JANUARY 2018. AND SUBSEQUENT STRUCTURES DESIGN BULLETINS. THE FOOT STRUCTURAL DESIGN STANDARD INDEXES/DRAWINGS. 2017-18, AS AMENDED BY CONTRACT DOCUMENTS. AND ALL SUBSEQUENT INTERIMS. 3. VERTICAL DATUM IS NGVD 29. 4. ENVIRONMENT IS CLASSIFIED AS EXTREMELY AGGRESSIVE. 5 MATERIALS 5.7. BULKHEADS REINFORCED C.I.P. CONCRETE CAP: CONCRETE CLASS V(SPECIALI f'c = 6.000psi. WITH SILICA FUME. METAKAOLIN. OR ULTRA FINE FLY ASH. 6. CONCRETE COVER 3" CLEAR COVER. COVER DOES NOT INCLUDE TOLERANCES. REFER TO FOOT SPECIFICATION 415 FOR ALLOWABLE TOLERANCES. 7. PLAN DIMENSIONS ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET EITHER HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED. 8. UTILITIES 8.7. LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. 8.2. FOR STORM DRAINS AND OTHER UTILITIES, FOLLOW GENERAL NOTES ON PROCEDURES INVOLVING EXISTING UTILITIES. 9. JOINTS IN CONCRETE: CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED /N THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL REOUIRE APPROVAL OF THE ENGINEER. 10. CUT AND FILL OPERATIONS 10.1. THE CONTRACTOR SHALL NOTIFY ADJACENT OWNERS AND INVOLVED UTILITIES IN WRITING TWO (21 WEEKS BEFORE EXCAVATION OPERATIONS BEGIN. 10.2. QUANTITIES FOR CUT AND FILL SHOWN IN THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR BEFORE BIDDING. 10.3. ANY EXCAVATED MATERIAL THAT IS DEEMED BY THE ENGINEER UNSUITABLE FOR FILLING SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR AT AN APPROVED FACILITY OR DUMP SITE. THE COST FOR DISPOSAL OF UNSUITABLE MATERIAL SHALL BE INCLUDED IN THE COST OF CUT AND FILL, 11. MOBIMAT OR AS APPROVED EQUAL BY ENGINEER 17.1. INSTALLATION OF SPECIALTY MOBIMAT SHALL BE UNDER SUPERVISION OF MAT PRODUCT REPRESENTATIVE. 11.2. MAINTENANCE SHALL BE PERFORMED PER MANUFACTURER RECOMMENDATIONS. PRECAST CONCRETE PILES 1. INSTALL PILES /N ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) 2015 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SECTION 455. 2. CONCRETE FOR PILES SHALL MEET THE REQUIREMENTS OF FOOT 2015 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SECTION 346. CLASS V (SPECIAL) (('c= 6,000 PSI) WITH SILICA FUME. METAKAOLIN OR ULTRAFINE FLY ASH. 3. PRESTRESSED PRECAST CONCRETE PILES (PPCP) SHALL BE IN ACCORDANCE WITH INDEX 20612 (12") OF THE 2015 FOOT DESIGN STANDARDS. 4. CONTRACTOR SHALL BE PREPARED TO PRE -DRILL HOLES AS NECESSARY TO INSTALL PILES TO THE REQUIRED MINIMUM TIP ELEVATION. 5. PILE DRIVING SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER HIRED BY THE CONTRACTOR. 6. COAT PILES WITH THOROCOAT BY BASF OR APPROVED EQUAL. FROM TOP OF PILE TO 2' BELOW KW LEVEL. UTILITY COMPANY CONTACT LIST: AT&T/DISTRIBUTION COMPACT CABLE DADE COUNTY PUBLIC WORKS & TRAFFIC FLORIDA POWER AND LIGHT-DADE FLORIDA POEER AND LIGHT -SLIT MIAMI-DADE SEWER STEVE LOW LEONARD MAXWELL-NEWBOLD OCTAVIO VIDAL TRACY STERN SEYED HAJASSADOLLAH SERGIO GARCIA 305-222-8745 954-447-8405 305-472-0891 EXT. 201 800-868-9554 305-228-5290 786-268-5320 CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM ,w5,+r13IAN msr s •rr+, CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME VIRGINIA KEY KAYAK LAUNCH-D2 nemn GENERAL NOTES `TREE LINE SHORE LINE MEAN HIGH WATER RCV/S/0N5 DESCR/RI/Oh Cr..) x CONC • REMOVE EXISTING WOOD PILES 5;. X EXISTING AUSTRALIAN EXISTING PINE (TYPI POLE TO BE REMOVED EXISTING BUTTONWOOD FOR FRANCISCO ALONSO, P.E. No. 66918 T•Y•LIN INTERNATIONAL. L OGE OF ATER �.i BROKEN CONCRETE EXISTING SEA WALL EXISTING CONCRETE CYLINDERS TO BE REMOVED IRE`— LINE (TREE LINE EXISTING PALM (TYP) EXISTING BUTTONWOOD p — EXISTING SEAGRAPE AMAR LAKE/BISCAYNE BAY CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM BLACK AND WHITE MANGROVES \ SEAGRAPE --I TREE LINE `•^' CONC. RIP MEAN HIGH RAP WATER . OF WATER EXISTING BLACK MANGROVE CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME VIRG!NMA KEY KAYAK LAUNCH-D2 ruer.,nirN� 0, EXISTING CONDITIONS r u�vCYSUVI ��VI��U! LUlY UN[E��.!' AI SE � • S UI .1lC SHEET NO. 3 STAKED TURBIDITY BARRIER r/ e Jr. ROAD ARTHUR LAM o/ • 444 ♦ ♦ :".34♦♦♦ I* 44 I Olt 9 \ "V 4 4; . Pit \ EXISTING CONCRETE TO BE REMOVED • 3 LEGEND ✓J CLEARING AND GRUBBING/DEPIOLIT ION AREA STAKED TURBIDITY BARRIER FLOATING TURBIDITY BARRIER VISIONS man OESCR//'rio FLOATING TURBIDITY BARRIER • STAKED TURBIDITY BARRIER EXISTING DOCK TO BE REMOVED LAMAR LAKE/BISCAYNE BAY FOR FRANCISCO ALON50. P.E. No. 66918 T•Y•LIN INTERNATIONAL EXISTING TREE LINE (TYP) EXISTING BUTTONWOOD EXISTING CONCRETE TO BE REMOVED x 0 C.-, EXISTING BLACK/WHITE MANGROVES TO REMAIN 7 EXISTING CONCRETE TO BE REMOVED MEAN HIGH WATER (TYPE • EXISTING MANGROVE LINE (TVP1 CITY OF MIAMI .: APITAL IMPROVEMENTS PROGRAM di{ {IV ALTPar 41.14 CITY OF WW1 OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME VIRGINIA KEY KAYAK LAUNCH-D2 Planame Nv I PROJECT No. 8-40584 0 40 000 Deposition Plan Tree10 Common Name MienMn Name DOD (In) DT(h) Somas((ED 9Mtm 1 Australian Pine CPrumirwryuueti/olb 27 16 24 Remove 1FPPCI) 2 Australian Pine YAsummAmonenlo0o 1A 16 15 Remove (EPPC 9 3 Australian Pine Cmuo,mo Nu44li/alio 14 19 20 Remove (EPPC 4 4 a.....1... Pine Onto. umayuiseti/alb 9 8 19 Remove (EPPC II 5 Atm raglan Pine [moor. epuiseti/olb 20 47 21 Remave(EPPC II 6 Austral. Pine CeSolona4quiux/e04 20 45 20 Remove (EPPC II 2 Buttonwood Conararymorcnm 14 18 8 Remove' 8 Australian Pine Cmuarinaequueti/Ww 21 46 10 Remove (EPPC II 9 Cceonul Palm Corm nuri/em 9 20 .uc,le on.,m 10 Coconut Palm Cocos nuri/era 9 13 12 Relosme on um SeaBrape Corrulnbouw/em 24 7 24 Remove Black Mangrove Aricenn10 germlmns 5 8 5 Remove• 1l Sable Palm 5obolpnlmetla 14 18 12 Remain 14 Australian Pine c4, .0lm 4aufxtr6olb 25 41 60 Remove (EPPC I) 15 gem., Maiwe Ioliporltl tlbceum 20 11 30 Remove (EPPC II) 16 Seaside MNme Toliperiti Museum 73 12 36 Remove (EPPC II) 12 lava Plum SYCR9mm cumin; 10 13 Id Remove(EPPC II Id Aus,16,87bN CAfa4n iseri/Ww 22 20 39 Remove(EPPC I) 19 Amlralian Pine Corwrbmp&nelilolia 21 13 24 Remoe(FPPCI) 20 Australian Pine tesuonne equne0/0ln 11 33 28 Remove (EPPC I) 21 Sable Palm 240MOMmel. 11 20 d Remain 21 Sable Palm So6olpalmerm 12 14 8 Remain 23 Sable Palm So6elpmmetm 14 I8 8 Remain 24 Sable Palm Sobelpolmetro 13 25 8 Remain 25 Sable Palm Sabo(pelmetm 16 24 d Urn., 26 Sable Palm Sabalpalmeno 12 24 d Renuin 22 Sable Palm Sobalpalm,tlo 13 18 28 lava Plum Syaygiomeumini 9 14 21 Remove (EPPC I) 29 Seamape Cmcab6Ruvl/em 6 18 9 Remain • - REMOVE AS PER APPROVED ENVIRONMENTAL REGULATORY PERMITS CLEARING & GRUBBING Or SHEET NO. 4 0 EXIST TREE LINE EAIST IJEAN HIGH WATER LEGEND YR7' f� �u:1 0 0 PROP. NA1 AN LAUNCH RAMP WITH MORI-TIAT (NOTE 11 0 N:514616.0886 E:937 '44.4909 PROPOSED RIP -RAP 1'-3 NATIVE LIME ROCK @ 2:1 SLOPE PROPOSED RIPRAP 1'-3' NATIVE LIME ROCK @ 3,1 SLOPE ARTHUR LAMB Jr. ROAD 0(;) XX / - PROP. HIP -HAP X x X X N:.514634.2681 E:9.37252.9.542 j/ 0 X N:5 i 4G4 i.1956 E:937240.5264 EXIST SEAWALL TO BE CUT DOWN TO -1 35 NGVD L XIS! SEAWALL PROPOSED VEGETATION AREA WITH FILTREXX GEOGRID AND SPARTINA 5P. PROPOSED SEAWALL AT 5.0' NGVD PROPOSED KAYAK LAUNCH "RAMP" CRUSHED SHELL WALKWAY WITH MOBI-MAT @10:1 SLOPE IL NOTES: 0 i0 _N: 514677.9740 E3937182.1431 0 N 5148.53.6401 R75 � E:937219 8024 � � Onl,�, X (RL'SIIED SHELL LIALA1'IAY X O X 0 0 .._._._ N151.7845.9038 E: 37239.3950 7-Ex1 S1 HILL- Mt # N 514846.8096 / /- f: ,7Q 77?3.3J8S C.917299.2962 / / 9 'NO rQ4 , _� �,` ~� N:51487.6:1459 ✓\-\ 7_ C.:937334.1407 y / e 0 N. 614!74 d.3.503 / i' L:9 ;73511 390.1 9' �"� PROP. G.. ANOIIAY -..\ i / E:93738.5.7431 N:574856.8425 1,/ JI1.5'-_' / N:514856.2856 /y�l /"-E937376.71X 0 \ ..`,f. �./ , O 0 O PROP INIT, RAP 8, 2:1 BELOW M1IHW = I Ll)Al J' WIDE VEGL74TIUN STRIP WITH FIL711LCX GEOGRID MOIL 2) WITH START INA SP N.5 148.56.2856'2, L 93/376. /190 L. 'J37376-/190 ONC5E7E PLA1T0RFI •— PROP SEAWALL 5.00' Nrv0 7. MOBI-MATE OR AS APPROVED EOUAL BY ENGINEER VMM (KIT P/N 1762641. 20' WIDE X 235 LONG, TO BE PLACED OVER STABILIZED GRADE AS SHOWN. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. 2. FILTREXX GEOGRID OR AS APPROVED EOUAL 8Y ENGINEER. E' 1' LINO 0 .C!S7 M! AN HIGH WATER NGROVE RCV/S/ONS DATE 8Y OESCR/PT/ON EDR FRANCISCO ALONSO. P.E. No. 66918 T-Y•LIN INTERNATIONAL CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM +. nVEua[ mr na.0 CITY OF A1L7AI1 OFFICE OF CAPITAL 1MPROPEA(E:VTS PROJECT NAME PROJECT No, VIRGINIA KEY KAYAK LAUNCH-D2 B-40584 SITE PLAN SHEET NO. 5 .SSNVI Oo V. vua Key Junoos rnlm survrr.h'+4,Ow6.f f 10:9 CUNCEP1 PERRI/ str.hno os-07 PROILL lerou Poi Bev -' ,.. .....1.9V 0 20 40 0 - rS /ioii,ll .r/o //// /// ✓iii/iii iiiriii/✓ /////i1,✓iil//7i ✓/iili/ie✓i✓,.4✓/(4//iioo ✓i< �LW-�ML NLW 'M1II.W• •NLM • •T1.' J M}W• '^"T •iI •Wow • IILW ,ML44 -iLW+a��NLSY+TL'TFtiVI. .rr .•Hl1Y.-- WW HW/ . 004o o • e __/#/%% 1 ag• ,Aa AC IT L Lni RIPRAP PROP. SEAWALL0 RAILING SEE SHEET 5-501 6 FOP DETAILS „h, GANGWAY 0 SEE SHEETS 8, 9 10 CONCRETE PLATFORM FOR DETAILS ILS SEE SHEET S-101 FOR DETAILS '''',-FLOATING DOCK SEE SHEET 10 & I1 FOR DETAIL LEGEND FLOATING DOCK PILES 2 f f 2 - 1PILE, PILE N E FOOT INDEX ■ 20614 -6•-1 1 514801.2749 937349.7940 2 514793.3748 937363.3977 12' PILE, FOOT INDEX 20612 3 514785.4367 937377.6529 4 514804.4359 937364.3432 EXTERNAL PILE GUIDE SEE SHEET 9 FOR DETAIL CONCRETE PLATFORM PILES PILE N E 5 514849.2944 937377.4392 NOTES: 6 514846.8625 937381.8079 7 514853.6632 937379.8711 I. FOR SECTION VIEWS REFER TO SHEET 10. 8 514851.2372 937384.2399 2. REFER TO STRUCTURAL SHEETS FOR SEAWALL AND PLATFORM DETAILS REV/S/ON5 FOR FRANCISCO, P.E.g.\•— CITY OF MIAMI CAPITAL IMPROVEMENTS PRGGRAM CITY OFMIAMI OFFICE OF CAPITAL IMPROVEMENTS FLOATING DOCK DETAIL SHEET Na DATE 8Y DESCRIPTION `iY`o� ., ...,•N.e,.. +.+_ n5 4 )13,4rON5 cl » PR03CCT NAME PROJECT No. 6 VIRGINIA KEY KAYAK LAUNCH-D2 8-40584 No.6918ALON NO. 66918 _ T•Y•LIN INTERNATIONAL f...mu. N N59119100 L•r y,•,. Ne+ l,••W95 H PLO,[ 5r.......,OViGsM0L03-419 CONCEPT PEPHN SEI,Lo, OUT ZOOMIN - 9I9111.ee31810I PARK SPECIALTY SURFACE MAT (KAYAK LAUNCH RAMP) REV/SIGNS OES(RIP T/ON MAINTAIN AT SAME ELEVATION. CUT AND FILL A5 NEEDED. COMPACT MATERIAL UNDER MAT. EXISTING GROUND + 5.00' TOP OF NEW SEA WALL CAP RIP RAP SLOPE ON BOTH SIDES OF KAYAK LAUNCH MAT TO MEET +I 72 MHW -0 30 MLW EXISTING GRADE AT ITS TOE (NATU SECTION A -A N.T.S. PLAN VIEW N.T.S FRANCISCO ALONSO. P.E. No. 66918 T•Y•LIN INTERNATIONAL RAL CHANNEL GRADE) CITY OF MIAMI 'APITAL IMPROVEMENTS PROGRAM EXISTING MANGROVE LINE VARIES 4' TO 6' RIP RAP SLOPE 2:1 MAX. 3:1 MIN. (TYP.) SECTION B-B N.T.S NOTES: NEW SEAWALL WITII CAP REFER 70 STRUCTURAL SHEETS PROPOSED MOBIMAT OR EOUAL AS APPROVED BY ENGINEER 6-12" 90% COMPACTED CLEAN FILL 6-12" CLEAN FILL SECTION C-C N.T.5 B'-0" CRUSHED SHELL WALKWAY PROPOSED SEAWALL REFER TO STRUCTURAL SHEETS 1. SPECIALTY MAT FOR LINING KAYAK LAUNCH SHALL BE SECURED IN PLACE AND BE RESISTANT TO KAYAK LAUNCH TRAFFIC AND EXPECTED LOADING WITH RESISTANCE TO DIRECT EXPOSURE TO SUN AND WET AND DRY CYCLES. 2, NO EXCAVATION TO OCCUR WATERWARD OF MHW FOR INSTALLATION OF KAYAK LAUNCH. CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME VIRGINIA KEY KAYAK LAUNCH-D2 PROJECT No. 8-40584 DETAILS AND SECTIONS SHEET NO. ouu CHANNEL CAND S R NGERS OR PINE OR FENDER COMPOSITE FENDER A --.0 PINE COMPOSITE 2' \\ /.-A ( ----r- 1 TREAD PLATE SIDE OR TOP MOUNTED VINYL BUMPER 42 33 + /21 1/8 A 600' SIDE OR TOP MOUNTED VINYL BUMPER CHANNEL CROSS MEMBERS AND STRINGERS MID RAIL UHMW ROLLERS (2 REQ'D) 12' x 36' WEAR PLATE SIDE OR TOP (2 REQ'D) MOUNTED TREAD PLATE VINYL BUMPER FOR E-CHANNEL BOX FRAME E-CHANNEL BOX FRAME FRANCISCO ALONS0. P.E. No. 66918 T•Y LIN INTERNATIONAL PINE OR COMPOSITE FENDER E-CHANNEL BOX FRAME 55° (TYP) CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM 444 Sit PIO AVVillt A1w '� eT R TUBE VERTICALS 60 PIPE TOP RAILING GRAB RAIL 48 MID RAIL TUBE CROSS MEMBER AND STRINGER 12' x 36' WEAR PLATE (2 REQ'D) CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME PROJECT No VIRGINIA KEY 8-40584 KAYAK LAUNCH-D2 arname AI S55113. 00 Vv /rmeY> Ben ma UHMW ROLLERS (2 REQ'D) SECTION A -A SCALE: NTS E-CHANNEL BOX FRAME GRIM DOCK Morin Access Solutions 2880 MELLONVILLE AVE, SANFORD, FL 3277 800/256-8857 407/323-0192 THE INFORMATION CONTAINED IN THIS DRAWING IS L7ROUIPA�E� LC.6REPRODUCTION I PARTT CR AS A WHILE WITHOUT THE WRITTEN PERMISSION OF GATOt DOCK L MARINE, LLC IS PROHIBITED. GANGWAY DETAIL v Y (vN( E I S SHEET NO. 8 REVISIONS OESCHIPT/ON ISOMETRIC VIEW OF DR]. ALUMINUM GANGWAY SCALE: NTS UHMW ROLLERS @GANGWAY FRAME FOR HIGH WATER/"KNIFE EDGE" EVENTS FOR FRANCISCO ALONSO. P.E. No. 66978 T•Y•LIN INTERNATIONAL GANGWAY COMPENSATION FLOAT CITY OF MIAMI CAPITAL IMPROVCMENTS PROGRAM OM +1,1213 IN 42 GANGWAY LANDING RECESS F2' RISE FOR 1:112 SLOPE W/24" TREAD PLATE 6'3 MINIMUM WHEN GANGWAY I5 LEVEL I -- CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS PROJECT NA PROJECT NO VIRGINIA KEY 5-40584 KAYAK LAUNCH-02 GAT DUCK Marine Access Solutions 2880 MELLONVILLE AVE, SANFOR➢, FL 32773 800256-8857 407/323-0190 Tlf CONTAINED RDRAWINGIS THE OLEOPERYOFGATOTHIS ,MARIII, LLF`IFSUTHVREDPFVGATTR DOCK P. MARINE, LLC IS PROHIBITED. GANGWAY DETAIL Frlenanre;N:155119I.06 Vr,prnia Key JIInUns Benllnr Sri, ve L I. 1Y LANE I SE1. IA LS uA I' DOCK p! ate:l.l7 IY SHEET NO. 9 3 vI.� NIrNi U1Ji 1pF:vvl iEE/ r rPEP S.S. PILE GUIDE MADE FROM 4" X 2" X 1/4" S.S. ANGLE. RUBBER ROLLERS S.S. BRACE 2" LARGER THAN PILING SIDE A 16" EXTERNAL PILE GUIDE DETAIL AC VISIONS nESCRIPT/ON w.EU E M`fl!'or:F I SECTION 1 N I 5 MIN ISSN SEC. 11011 VINYL PILE SEE TUOi MNOEx A.: rnNi n SENNALI ELEvni01 1) PILE ' boC I. '12EA6 _ Fl oarmc N COCIMV,LORnCTOKR RICE: wru( irj:C'i Ll.n; rN AVII 501,1,1 FOR FRANCISCO ALON50_ P.8.. NO. 669I8 T•Y•LIN INTERNATIONAL (! CITY OF MIAMI �� CAPITAum 3.7110 o11 MP ROV AO il ^ME"NTSN PROGRAM CITY OF MIAM! OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME PROJECT Nu, VIRGINIA KEY 13-40584 KAYAK LAUNCH-D2 280 SECTION 2 F:N11Ui.1: FLOATING DOCK SECTION & DETAILS Frl.i1.1111e N 551191 05 v, .l r.r Key /116Uos Solulll, Sulveyv006\DVl4`0l'2019 (ON(EPT PERMIT sETsfLOArINO DOCK SECTION b DETAILS Plol /9 SIIL2I N,1 ]0 ISOMETRIC VIEW OF ALUMINUM TOP DECKED POLY FLOATING DOCK SCALE: NTS SIDE OR TOP MOUNTED VINYL BUMPER • Liu E-CHANNEL BOX FRAME CHANNEL CROSS MEMBERS TOP DECKING AND STRINGERS I_ A 7i 1 4 '-PINE OR ► F COMPOSITE FENDER PLAN VIEW OF ALUMINUM TOP DECKED POLY FLOATING DOCK SCALE: NTS REVISIONS GATE PI DESCRIPTION FOR FRANC/SCO ALONSO, P.E. NO. 66918 T•Y•LIN INTERNATIONAL POLY FLOAT CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM SIDE OR TOP MOUNTED VINYL BUMPER 210' POLY FLOAT E-CHANNEL BOX FRAME PINE OR COMPOSITE FENDER ELEVATION VIEW OF ALUMINUM TOP DECKED POLY FLOATING DOCK SCALE: NTS SIDE OR TOP MOUNTED VINYL BUMPER 72' CHANNEL CROSS MEMBERS AND STRINGERS TOP DECKING E-CHANNEL BOX FRAME CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME PROJECT No. VIRGINIA KEY KAYAK LAUNCH-D2 B-40584 Fde.. ie: ,551191.Bb.V ylno Key limbos Benll POLY FLOAT PINE OR COMPOSITE FENDER SECTION A -A SCALE: NTS ALUMINUM TOP DECKED POLY FLOATING DOCK GATE DICK Marine Access Solutions 2880 MELLONVILLE AVE, SANFORD, FL 32773 800/256-8857 407/323-0190 THE INFORMATION CONTAINED IN THIS DRAVING IS LLG 66OLE 1 RREPR Tp1C IYY@�OFIN PARDKT ppD� CK F MARINE, VITHOJT THE VRITTEN PERMISSION OF GATQ2 DOCK L MARINE, LLC IS PROHIBITED. FLOATING DOCK DETAILS t nt e: J.l SHEET NO. 11 Slotted PVC Connector Pipe ( Metal Collor Reinforced) (-18 02. Nylon Reinforced PVC Fabric (300 psi Test 17 = 7,00rt• TYPE II NOTICE, }•Vinyl Sheathed EAW Steel Cable (9800 Los. 8reoking Strength) With GoNanlzed Connectors ( Tool Free Disconnect ) Closed Cell Solid Plastic Foam Flololion l8' Dia. Equiv. ) (17 IDS. Per Ft. Buoyancy) O *GONanized Chain / `18 0z. Nylon Reinforced PVC Fabric (300 psi Test) WIN. LOGIN Grommet 0, •5'Std. (Single Panel For Depths 5' or Less). Di •5'Std. (Additional Panel For Depths > 5'). Curtain TO Reach Bottom Up To Depths 0f /0 Feel. Two (2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Can For In The Pions Or As Determined By The Engineer. COMPONENTS OF TYPES I AND 17 MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND /0 SHALL BE A5 APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS Optional Post Positions ,1). Principle Post Position ( Canted 20' Toward Ftow Filler Fabric Sill Flow SECTION Post Options: Softwood 21 Dia. Softwood 2" x 4" Hardwood Igx l9" \ i Steel 1.33tbs/ff 6' Max. ELEVATION TYPE ILL SILT FENCE FOR 1.4 LEGEND • Pne Locations ® Dredge Or Fit Nearing Buoy Anchor Barrier Nevem To Current Ac Filler Fabric (In Conformance With Sec. 985 FDOT Spec. I FRANCISCO ALON50. P.E. No. 66918 T•Y•LIN INTERNATIONAL s) rYPE I F e h kreo Closed Cell Senld Plastic Foom Flotation 16" Die. Equiv. ! Iv2 Lbs. Per F1. Buoyancy! Poiypro Rope (600 lb Brooking Strength) 4'Golvon(zed Chin �4\ Post1 1 �e Post (Options: 2' x 4' Or 2i. Min. Dia. Woad, Steel 1.33 Lbs/FI. Min.) u u STAKED TURBIDITY BARRIER /Anchor II Due an 18 Oz. Nylon Reinforced PVC Fabric (300 psi Test Sill Fence Protection Around Ditch Bottom Inlets. CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME VIRGINIA KEY KAYAK LAUNCH-02 ename Post Place the end post o1 one fence behind the end post of the other fence as Shown. Rotate both posts at least 180 degrees in a clockwise direction to creole a light seal with the fabric material. Drive both posts into the ground and Wry flap. PLAN VIEW JOINING TWO SILT FENCES NOTES FOR SILT FENCES 1. Type IQ Sill Fence to be used of most location. Where used in ditches. the spacing for Type DI Sill fence shall be in accordance with Chart ',Sheet I of FCar INDEX W2 2. Type IP Silt Fence to be used where large sediment loads are anticipated. Suggested use is where fill slope 1s 1,2 or sleeper and length of slope exceeds 25 feet. Avoid use where the detained wol0r may bock Into travel tones or off the right of coy. 3. Do not construe sill fences across permanent flowing watercourses. Sill fences ore to be of upland locations and turbidity barriers used of permanent Cadres of color. 4. Where used os slope protection, Sill Fence 15 to be constructed on OX longitudinal erode to avoid chooneliz/ng runoff along the length of the fence. 5. Sill Fence to be paid for under the contract unit price for Stoked Slit Fence. (LF 1. GENERAL NOTES I. Floating turbidity borders ore to oe paid for under the contract unit price for Proofing Turbidity Sorrier. LF. 2. Staked turbidity barriers ore to be paid for under the contract unit price for Slaked Turbidily Barrier, LF. TURBIDITY BARRIER DETAILS fe" VinylSheathed EAW SteelCoble (9800 Lbs. Breaking Strength) With Galvanized Connectors (ToolFree Disconnect) Slotted PVC Connector Pipe Metal Collor Reinforced) NOTICE, COMPONENTS OF TYPES I AND 1/ MAY BE SIMILAR OR IDENTICAL TO PRE RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE APPROVED BY THE ENGINEER. Closed CellSolid Plastic room Flotation (8" Dio. Equiv.) (17 lbs. Per Ft. Buoyancy) Closed Cell Solid Plastic Poo, Flotation (6" Dia Equiv.) (12 lbs. Per Ft. Buoyancy) " Polypro Rope (600 lb. Breaking Strength IA" Golvonized Chain 18 Oz Nylon Reinforced 3fe" Golvonized Choin 18 Oz Nylon Reinforced PVC Fabric (300 psi Test) PVC Fobric (300 psi Test) 0, =5'Std. (Single PonelFor Dep hs 5'or Less). With Lacing Grommets Dz=5'Std. (AdditionolPonelFor Depths > 5'). Curtain To Reoch bottom Up To Depths of 10 Feet. Two (2) Panels To Be Used For Depths Greater Thon 10 Feel Unless SpecialDepth Curtains Are Specifically TYPE I Called For In The Pions Or As Determined By The Engineer. TYPE II LEGEND • Pile Locations Dredge Or Fill Area —o-j Mooring Buoy w/Anchor -3 Anchor Barrier Movement Due To Current Action PRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY USER. SUBSTITUTIONS FOR TYPES I AND 11 SHALL BE AS FLOATING TURBIDITY BARRIERS Notes, I. Turbidity barriers ore to be used in onpermonent bodies of woter regardless of water depth. 2. Number and spacing of anchors dependent on current velocities. 3. Deployment of barrier around pile locations moy vary to accommodate construction operations. 'o 4. Navigation may require segmenting barrier during construction operations. FOR FRANCISCO ALONS0. P.E. No. 66918 T•Y•LIN INTERNATIONAL Existing Cousewoy • • I • • • • sed Toe 01 Slope Shore Line Current ..Structure Alignment • • TURBIDITY BARRIER APPLICATIONS CITY OF MIAMI CAPITAL IMPROVEMENTS PROCRAM Shore Line Limits Of Construction +% r CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME VIRGINIA KEY KAYAK LAUNCH-02 Limits Of Construction Shore Line Turbitity Barriers Note, Turbidity barriers for flowing streams and tidalcreeks moy be either floating, or stoked types or any combinations of types that wil/suit site conditions and meet erosion contro/and water quality requirements. The barrier types) willbe of the Contractor's option unless otherwise specified in the pions, however payment willbe under the pay item(s) established in the pions for Floating Turbidity Barrier and/or Stoked Turbidity Borrier. Posts in stoked trubidity barriers to be installed in verticolposition unless otherwise directed by the Engineer. TURBIDITY BARRIER DETAILS NOTES: .� I. down Onphne proterrioe zone Ertenos ,n l; directions from Hopi. of Hee to a &starve e!rin)i to ono toot Oar cps! inch Or trunk diameter' at breast height . i?. 57aging, storage. dump,ng. washing and ooeratrort of • Tree equipment is not eerrnrlied wrlhin the limits or the tree See Nor, >7 �. esthete'''. protean'', barrier inriuding during barrier rnsrallatrpn. Horner 0 (SCC Note xal 3 Inslnit all tree prnteet`on prior to commencement o! /.onsfructien and nemnve when threaten L11, the engineer Maintain protection al ail times. a for closely sea<ed groups or trees, place Noe tree protection tondo, around the entire group 5. InSnPf: t,pnl protection Arid Lree quarterly rp prevent girdling. Ad lust bands to allot,, tree growth as neetted. 6. 5, plans for any aorfarn.nat requirements ne mnrtithcatuon: within the free pr0teifign area 7 P),, a weather resistanr sign every 50' alpng the harrier. with 6' n •un• text height and in tart English and 5nan,sh V, snooi0 read • ,eel) Ott Tree Prgterhon Area'. B Alternate tree the Engineer • _ • Tree Trunk • ' 0 Post Cr'bwn Daphne o Trip Protection Harrier Tree TrunA Crown Oripline PLAN PROTECTION BARRIER FOR TREE GROUPINGS protection 0ystems. approved 07 rna0 he used on lieu of the Idea prelectron harrier detailed on this leder Crown 01.pone ProreC1,4n Zo.0 J 4y. �� PLAN Crown Oripl,ne (See Plans Fee Harrier alignment I atar Hi,r,7 iha Hai tJ^' , t1 fit% � i Ra ndi (3 Winimvml 6' nfrntmun, Height. Or To Lnweel Branch hM1 `ITS S < To 70 x A" CAM Fore.: i Ce � info Protar bee Haste+ (Do Not Fasten Boards Into rude; Wn,ailne Res,i!,lrp Sin r Orange. Cunvteae•Rre nn Rat lrr (See 740'e ri---__ 5nrurC Harr,nr. TO Posrc 7a Hord Harper Taur�/��--_ ELEVATION tr A• Rom rna t J' Mineenun, Rayner efe'rght - 'F!' '�",'. Maintain Ersnng 9cade Within the Tree PrOie:fro„ Bar a lei Tree r\ ► �\ /^\\ Minimum Depth f) Unless Otherwise wise lncln a[ed hl The Plans Bands �I 1` ,� ��ii// AlA' Iq6 - r1 j��j �ih Shcf t Tor R:r,dt Ncropnw,,enO:Truel,n,muneaiTr,rethe Tre•n(lli,o) n{ay O:!ur SECTION A -A cu..,ot rim c .. ELEVATION O,vphne Of Tnp new NOTES. I. install rvrimprotection when Tree Prnter6nn Harrier can rot be tea<J• 4 ... Z. See Sete( WA [MA,Jng and Grueb,ng Plan tor location of trim* prom,,,, 3. Adjust bands to allow free growfll rinspe(t Olimrterly Le prevent todl,ngl. TREE PROTECTION BARRIER TRUNK PROTECTION REV/S/ONs FOR FRANCISCO ALONSO, P.E. AT"Z CITY OF MIAMI AP IT AL IMPROVEMCNTS PROGRAM CITY OF MGIMI OFFICE OF CAPITAL IMPROVEMENTS TREE PROTECTION DETAIL SHEET NO. OATS Br OE.SCR/0T/ON _ �j � �•No. k. . we r IAA .150 416-1.152 PROJECT NAME PROJECT No. 14 VIRGINIA KEY KAYAK LAUNCH-D2 8•40s84 66918 TYLIN INTERNATIONAL f, l ename, 0 AS (I 19I.0G yaw., 9,ma JunUoa aeon,,, Sur 0v000G\OWG\1J .ul9 (ONA PE RN I1 SE„1I.EARIF1 4N0 en1.1661Nc. P01 Ov0e J1B.:019 STRUCTURAL ABBREVIATIONS: AB ADD'L ACI ALUM ANSI ASTM AWS APPROX B/EL BOTT 8RG Cl CLR CONC CONT DIA DIM DL DWG OWL EA EF ELEV EMBED EVJ EXP EXT FDN FT FTG GALV IN INT JT KIP K/FT KSF LBS LL MAT'L MAX MFG MIN MISC MPH MWFRS W NTS OC PCF IE or PL PEl PLF P5F PT PVC REF REINF REDD REV STN STL SCHED SECT SF 51M T/ T/ELEV 7.68 TYP UON VERT IN/ W/0 WP WWF ANCHOR BOLT ADDITIONAL AMERICAN CONCRETE INSTITUTE ALUMINUM AMERICAN NATIONAL STANDARD INSTITUTE AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WELDING SOCIETY APPROXIMATE BOTTOM ELEVATION BOTTOM BEARING CENTER LINE CONTROL JOINT CLEAR CONCRETE CONTINUOUS DIAMETER DIMENSION DEAD LOAD DRAWING DOWEL EACH EACH FACE ELEVATION EMBEDMENT EACH WAY EXPANSION EXTERIOR FOUNDATION FEET FOOTING GALVANIZED INCHES INTERIOR JOINT KIPS (1 KIP = 1.000 LBS.) KIPS PER FOOT KIPS PER SQUARE FOOT LENGTH POUNDS LIVE LOAD MATERIAL MAXIMUM MANUFACTURER MINIMUM MISCELLANEOUS MILES PER HOUR MAIN WIND FORCE RESISTING SYSTEM NUMBER SYMBOL FOR REBAR SIZE NOT TO SCALE ON CENTER POUNDS PER CUBIC FOOT PLATE PREFORMED EXPANSION JOINT MATERIAL POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT PRESSURE TREATED WOOD POLYVINYL CHLORIDE REFERENCE REINFORCED REQUIRED REVISION STAINLESS STEEL SCHEDULE SECTION SQUARE FEET SIMILAR TOP TOP OF TOP ELEVATION TOP AND BOTTOM TYPICAL UNLESS OTHERWISE NOTED VERTICAL WITH WITHOUT WORK POINT WELD WIRE FABRIC ES: 5 F H PEN STRUCTURE) STRUCTURAL CONCRETE NOTES A S GENERAL NOTES THE FOLLOWING NOTES APPLY. UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. 1. WORK SHALL COMPLY WITH THE MIAMI 21 ZONING CODE. AND THE 2017. SIXTH EDITION OF THE FLORIDA BUILDING CODE WITH FLORIDA DEPARTMENT OF TRANSPORTATION MODIFICATIONS (2015). 2. SECTIONS AND DETAILS SHOWN ON DRAWINGS ARE TYPICAL. USE SIMILAR CONSTRUCTION AT LOCATIONS NOT SPECIFICALLY DETAILED. 3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING 4. PROTECTION OF EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. INSTALL MATERIALS PER MANUFACTURERS' RECOMMENDATIONS AND SPECIFICATIONS. 6. DRAWINGS HEREIN ARE BASED ON GEOTECHNICAL REPORT BY NV5 DATED MARCH 18. 2015. BORINGS INDICATE LIMESTONE AT A DEPTH OF 13±. BELOW EXISTING GRADE. SEE NOTES FOR PILE DRIVING REGARDING TIMBER PILES AND PRECAST CONCRETE SHEET PILES. STRUCTURAL DESIGN NOT 7. DESIGN CRITERIA A. DOCK/PIER LIVE LOADS: (FOOT STANDARD) TYPICAL UNLESS NOTED OTHERWISE 100 P 8. WIND LOADS: (ASCE 7-10. CHAPTER 7) BASIC WIND SPEED 760 M, RISK CATEGORY WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT N/A (0 1. ALL CONCRETE WORK SHALL BE DONE /N ACCORD 2. CONSTRUCTION OF ALL STRUCTURAL FOUNDATION 3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMP PRECAST SHEETPILES 6000 P51 BULKHEAD 6000 P51 REMAINING CAST -IN -PLACE 4000 PSI 4. PORTLAND CEMENT USED FOR CONCRETE WORK 5 5. NORMAL WEIGHT CONCRETE SHALL CONTAIN FINE THE MAXIMUM SIZE OF COARSE AGGREGATES SH ELEMENTS CONSIDERING THEIR SIZE AND REINF 6. REINFORCING STEEL SHALL BE GRADE 60 DEFOR FABRIC SHALL BE GRADE 65 PLAIN WIRE CONFOR 7. CHAMFER EXPOSED CORNERS OF CONCRETE 3/4i 8. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE POSITION, SUPPORT AND SECURE REINFORCEMEN 9. MINIMUM CONCRETE PROTECTIVE COVER FOR REI STRUCTURAL CONCRETE 1. ALL REINFORCING STEEL TO BE IN ACCORDANCE WIT 2. REINFORCEMENT WORK OF DETAILING. FABRICATION REOUIREMENTS FOR REINFORCED CONCRETE (ACI 31 PRACTICE (MSP IF AND "STRUCTURAL WELDING CODE 3. STEEL REINFORCEMENT, UNLESS NOTED OTHERWISE REINFORCING TO BE WELDED SHALL COMPLY TO AST SUBMITTED SHOWING CARBON EQUIVALENT. 4. MINIMUM CONCRETE PROTECTIVE COVER FOR REINFC a. CONCRETE CAST AGAINST EARTH b. CONCRETE EXPOSED 70 WEATHER c. ALL OTHER LOCATIONS 5. LAPS SHALL BE CLASS B TENSION LAP SPLICES. FO 6. WHERE REINFORCEMENT 15 SHOWN IN SECTION, RE APPLIES. 7. REINFORCEMENT SHALL NOT BE TACK WELDED OR H 8. INSTALLATION OF REINFORCEMENT SHALL BE COMPL PLACEMENT. NOTIFY CONTRACTING OFFICER OF COM COMPLETION OF THE INSTALLATION OF REINFORCEM 9. CLEAN REINFORCING OF LOOSE RUST. MILL SCALE. D PROVIDE SUPPORT BARS AT NOT MORE THAN 4'-0" 0 NCE TO SECTION 346 OF THE FOOT SPECIFICATIONS. TO FOLLOW SECTION 455 OF FDOT SPECIFICATIONS. ESSIVE STRENGTH OF: A H 0 M T N R A 8 FOR ALEJANDRO 5ALA5. PE. NO /4/AN T-Y•LIN INTERNATIONAL M RCEMENT SHALL BE AS FOLLOWS UON: CONDITIONS 6 DIMENSIONS PRIOR TO THE START OF WORK. ALL COMPLY WITH ASTM C-150 FOR TYPE I/11 CEMENT. AND COARSE AGGREGATES COMPLYING WITH ASTM C-33. -L BE OF SIZES SUITABLE FOR PLACEMENT IN STRUCTURAL RCEMENT CONFIGURATION, ED BARS COMPLYING WITH ASTM A615. WELDED WIRE MIND TO ASTM A185. NCH. DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY FORCEMENT SHALL BE 7.5". EINFORCEMENT NOTES H FOOT SPECIFICATION SECTION 415. ND ERECTION SHALL CONFORM TO "BUILDING CODE 7, "ACI DETAILING MANUAL (5P-66T. "CRSI MANUAL OF STANDARD - REINFORCING STEEL (AWS 01.4/'. SHALL COMPLY TO ASTM A615 GRADE 60 (Fy = 60,000 PSI). A706 (Fy - 60.000 PSI) OR MILL TEST REPORTS SHALL BE 1.75" R .4 BARS AND LARGER LION. lNFORCEMENT (5 CONSIDERED TYPICAL WHEREVER THE SECTION EATED FOR BENDING. EYED AT LEAST 24 HOURS PRIOR TO THE SCHEDULED CONCRETE PLETION AT LEAST 24 HOURS PRIOR TO THE SCHEDULED ENT. 11T. OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION. N CENTER AND SECURE REINFORCEMENT. CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM MIAMI 101111,..1.10 STRUCTURAL FOUNDATION NOTES 1. SLAB-ON-GRADE/COVERED SHELTER FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE BEARING CAPACITY Of 2.000 POUNDS PER 50UARE FOOT. CONTRACTOR TEST SOIL TO VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION. 2. COMPACTED BACKFILL: BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY ACCORDING TO ASTM D1557. PLACE BACKFILL AND FILL MATERIALS IN LAYERS N07 MORE THAN 8 INCHES 1N LOOSE DEPTH. 3. DO NOT DAMAGE WALL CONSTRUCTION WITH COMPACTION EQUIPMENT. 4. FOUNDATIONS ARE TO BEAR ON COMPACTED "RESIDUAL SOIL" OR ON TESTED, STRUCTURAL BACKFILL (90% MODIFIED PROCTOR VALUE FOR BACKFILL). 5. FOUNDATION DESIGN BASED ON GEOTECHNICAL REPORT PREPARED BY NV5. DATED MARCH 18, 2015. CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM PROJECT NAME VIRGINIA KEY KAYAK LAUNCH-02 GENERAL NOTES & ABBREVIATIONS 4„��.. KeY l�rceA..em „r SEAWALL l_l_�D_P 11N1z11J1_l_11J_/11141.1111 11 f s. I 1 I 1 v I._...... _.._� I 1 43" COVER 1 PLATE TV P. CO _.i._......' I I, 1 ( I I I L_..._1 I P5@6"O.C. c "' U z-A5 W/STD HOOK EA END rt I I (I II I I <� ow I II I 0 14" PILES FOOT INDEX 20614 REV/5/0W5 DESCH/Pr/0 PLAN VIEW N,T.S. ALEJANDRO SALAS, P.E. NO. J4/89 T•Y•LIN INTERNATIONAL CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM 1,01.1113,3130 RAILING BY MANUFACTURER 6.5 @ 6" EA. WAY TOP AND BOTT. SECTION A -A N.T.S. BEVEL TOP EDGE @ 11 SLOPE AND ROUND OVER BOTTOM EDGE —1 // RADIUS 1 x 9" LONG SLEEVE ANCHORS SEE NOTE NOTE. SLEEVE ANCHORS ARE REQUIRED AT THE TWO OUTSIDE CORNERS OT THE SIDEWALK COVER PLATE. SPACE SLEEVE ANCHORS UNIFORMLY BETWEEN THE CORNER ANCHORS (6" CENTER MAX CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM PROJECT NAME VIRGINIA KEY KAYAK LAUNCH-D2 T I,'II,I,:r„ N �.551191.66 PROJECT No. B-40584 /a" COVER PLATE —CONCRETE PLATFORM SECTION B-B N.T.S. 5 U-BAR @ 6" TOP OF SEAWALL SEAWALL CONCRETE PLATFORM - SECTION & DETAILS SHEET NO. REVISIONS 08.SCR/1FON EXISTING ELEV. 3.178 PROPOSED M0B1-MAT OR EOUAL AS APPROVED BY ENGINEER SIST INti OOLITIC LIMESTONE SLAB OVER CONCRETE BULKHEAD OOLITIC LIMESTONE SLAB OVER CONCRETE BULKHEAD PROP CRUSHED SHELL WALKWAY i ELEV 4.50 NGVD ALEJANDRO SALAS. P.E. N0. 74789 T•Y•LIN INTERNATIONAL SECTION DETAIL. I FILTR' GEOG SECTION A -A N.T.S PROP. SPARTINA 5P, T.0.W. EL. *5.00 NOVO . MHW EL_a I.TI NGVD_ _ _�yLW�L.�.30'NGVD EXISTING BAY BOTTOM (VARIES), SEE SITE PLANS T.D.W. EL. *5.00 MVO EXIST. TOP OF SHEET STEEL PILE MNW EL. 4.1.72 NGVD E.L-0jy VIVO_ CUT EX/5T.J5TEEL SHEET PILE TO MLW EL. • f.300 NGVD 13.5 EXISTING STEEL SHEET PILE SEAWALL TO REMAIN SECTION B-B N.T.S CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM EXISTING BAY BOTTOM (VARIES). SEE SITE PLANS CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM PROJECT NAME VIRGINIA KEY KAYAK LAUNCH-D2 PROJECT No. B-40584 COMPACTED CLEAN FILL G.12- CLEAN FILL /— PROPOSED MOBIMAT SECTION DETAIL 1 N.T.S FLW 20 GEOGRID OR — 07HER DESIGN STRENGTH (FLIT 35 OR FLw 551 E-1E' SEEDED FILTREXX FILTERSOXX CRIPPLE SOIL ANCHOR 3 MIN DEPTH 0R OTHER ANCHOR STRENGTH AS PER ENGINEER DETA0 A TYPICAL SHEET PILE SECTION bos Bemble SUrve1,S0WGKOWG\0 LIVE SPARTINA PLUGS OR OTHER PLANT MATERIAL FROM SEED OR FROM LIVE PLUGS 01V [ONCE P P P vl r.it e, J. B101 SHEET NO. STEEL SHEET PILE WALL, CANTILEVER DATA TABLE CONSTRUCTION INFORMATION DESIGN PARAMETERS MIN/MUM • SECTION MODULUS (in)7It1 MINIMUM REQUIRED MOMENT OF INERTIA an'/(t) MINIMUM WALL TIP ELEVATION (ft) WALL TOP ELEV. (ft) 501L ELEVATION - WATER ELEVATION - - DESIGN LIVE LOAD (Ps/) •• FRONT OF WALL (It) BACK OF WALL (/t) FRONT OF WALL (ft) BACK OF WALL (It) A-572 (ksi) fY=50 ksi 26.7 50 .30.25 4.25 -6.0 4.5 +1.00 N/A 100 MINIMUM SECTION MODULUS IS BASED ON HOT ROLLED SECTIONS. FOR COLD ROLLED SECTIONS. INCREASE MINIMUM SECTION MODULUS BY 20%. •• MINIMUM OF DESIGN GROUND SURFACE OF DESIGN SCOUR DEPTH. NOTES: 1. THE DESIGN PARAMETERS INDICATED IN THIS TABLE WERE USED IN THE SHEET PILE WALL ANALYSIS. IF THE 2. CONTRACTOR PLANS OPERATIONS. WHICH EXCEED THE DESIGN PARAMETERS SHOWN ABOVE, THE CONTRACTOR'S SPECIALTY ENGINEER WILL REDESIGN THE WALL TO RESIST CONSTRUCTION LOADS AT A MAXIMUM DEFLECTION OF 3.0 INCHES. 3. STRUCTURAL STEEL SHALL CONFORM TO ASTM A572, Gr. 50 fry = 50 K511 OR EQUAL APPROVED. 4. THE SHEET PILE HEIGHT SHALL NOT EXCEED 12 INCHES. 5. ENVIRONMENTAL CLASSIFICATION IS EXTREMELY AGGRESSIVE. 6. CONCRETE FOR CAST -IN -PLACE RETAINING WALL CAP SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 346 OF THE FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION, JANUARY 2017 EDITION: AND SHALL 8E CLASS V (SPECIAL) (F'C = 6000 PSI)WITH SILICA FUME, METAKAOLIN OR ULTRAFINE FLY ASH. ALL SHEET PILE SHALL BE COATED PER SECTION 560-11 OF THE FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION. JANUARY 2017 EDITION. T • 1 ',MPACTED J FILL 1 1 SHEET PILE WALL 2 0" (4/85 BARS 65 U-BAR @ 1'-0" OC ," CHAMFER BULKHEAD TYPICAL SECTION NTS OPEN STIRRUPS @ 17 0 7 7 STEEL SHEET PILE PANELS (TYP) 1 SHEETPILE PARTIAL ELEVATION Z FOR ALEJANDRO SALAS. P.E. N0 14169 T•Y•LIN INTERNATIONAL w< ea e� e WALL ELEVATION PROFILE N� ha -0+1C0tab IO z- ,+ 0 Station .,11i„ zivi I I I 2+•0 — — — . EXISTING GROUND LINE AT BACK OF WALL TO BE ESCAVATED TO MEET PROP. TOP OF WALL ELEV ! 1-TOP OF WALL EL. +5.0' NGVD I 10 — 0 0 0 — 0-10 4-4 _ 0 — N — -,5 W — -20 _ 10 15 -25 -B0 — — _ _.. . ___ SHEETOTTOM PILEOF WALLSTEEL ELEV (-130.25' NGVD 25 30 I I I I IIIIII 3. 1 I I III I I I I 1 1 1 II I III I 35 p - - ,6 nj 1- V 07 8 „) O O V O P ✓1 m n N V1 M N — ✓1 lD N A N n h N ✓1 N 75 tV N 10 IV n a fV O N O n N 8, m N - N V N Y 00 p v m "1 n M 8 N ✓1 O T -0+100+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+60 0+90 1+00 1+10 1+20 1+30 1+40 1+00 1♦60 1+70 1+60 1♦90 2+00 2+10 2+20 2+30 2+40 2+30 2+60 2+70 2+60 2♦90 CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM .11.400 s0,l1111/ ubf ,w ime.6.11S.1 SHEET PILE PROFILE ELEVATION C'/T'Y OF MIAA4! CAPITAL IMPROVEMENTS PROGRAM PROJECT NAME VIRGINIA KEY KAYAK LAUNCH-D2 NTS SHEET PILE DETAIL