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HomeMy WebLinkAboutExhibitMayor 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 � 1 'B aw E E 1 o O 2 � v VRa rt O •anw ,O �e r �. 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 —1 GENERA. NOTES ANOFBBNEVA IONS R GENEML NOTES 9.+01 CONCRETE RIATFOR SECTION MID DETALE J EwSTING CONDn10N5 5501 TYPR .EETRLESECMIN a fAfg1NNG AaD GRU9&NG S.- SREETgL TNL 5SREP 0 FLQAnNGOOOKOET T OE_. AN09EC—s S GANGWAY_E 9 GiNGWgv ­ EigttFLOATING DOCK SECTION MIO DE 1 ­ G 11 FLOAT1NGDOOKOETALS 12 TURBIDITY BARRIER OETALS 10 TURelpltt &1RRIER OETALS 14 TREEFROTEL DETAL (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 SEAT. VIRGINA KEY KAYAK LAUNCH - D-2 COVER 1 1 or 18 GENERAL NOTES: 1. THE CONTRACTOR MUST HAND EXCAVATE AROUND AREAS WHERE EXISTING UNDERGROUND UTILITIES ARE EXPECTED OR SUSPECTED IN ORDER TO AVOID DAMAGES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND COSTS TO CORRECT DAMAGES RESULTING FROM FAILURE TO TAKE ALL NECESSARY PRECAUTIONS INCLUDING LOCATING. MARKING AND CAREFUL EXCAVATION. AND SHOULD BE INCIDENTAL TO THE COST OF THE PROJECT. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCING CONSTRUCTION, 3. ITI5 THE OBLIGATION OF THE CONTRACTOR TO MAKE THEIR OWN INVESTIGATION TO FULLY UNDERSTAND SUBSURFACE CONDITIONS PRIOR TO SUBMITTING THEIR BID. FAILURE TO DO SO, WILL NOT RELIEVE THEM OF THEIR OBLIGATION TO COMPLETE THE WORK FULLY AND ACCEPTABLE TO THE ENGINEER AND THE OWNER FOR THE CONSIDERATION SET FORTH IN THEIR BID, 4, CONTRACTOR SHALL NOT SCALE DIMENSIONS FROM PRINTS FOR CONSTRUCTION PURPOSES. >. ALL DISTURBED GRASS AREAS SHALL BE RESTORED WITH SUITABLE SOIL AND SOLID ST AUGUSTINE SOD IF NOT SPECIFIED OTHERWISE ON THE PLANS. 6. IT 15 THE INTENT OF THESE PLANS TO BE IN COMPLIANCE WITH APPLICABLE CODES OF AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER, 7. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING TREES. STRUCTURES, UTILITIES AND UTILITY MARKERS, WHICH MAY NOT BE SHOWN ON PLANS, ANY EXISTING STRUCTURES. PAVEMENT. TREES. UTILITIES, UTILITY MARKERS OR OTHER EXISTING IMPROVEMENT NOT SPECIFIED FOR REMOVAL WHICH IS TEMPORARILY DAMAGED, EXPOSED OR IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THIS CONTRACT. SHALL BE REPAIRED. PATCHED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER, CONSTRUCTION NOTES: 1. ALL WORK SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF. AND ACCEPTABLE TO. THE CITY OF MIAMI PUBLIC WORKS DEPARTMENT AND MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES. 2. THE CONTRACTORSHALL PROVIDE THEIR OWN LINE AND GRADE FROM HORIZONTAL AND VERTICAL CONTROL, THE CONTRACTOR SHALL ALSO PROVIDE "AS BUILT" GRADES CERTIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AS REQUIRED BY THE CITY OF MIAMI PUBLIC WORKS DEPARTMENT. 3. BID PRICES SHALL INCLUDE ALL LABOR, EQUIPMENT. MATERIALS AND INCIDENTALS COMPLETE IN PLACE, TESTED, AND ACCEPTED BY THE ENGINEER. 4. THE CONTRACTOR SHALL USE A SWEEPER (USING WATER)OR OTHER EQUIPMENT CAPABLE OF CONTROLLING AND REMOVING DUST. APPROVAL OF THE USE OF SUCH EQUIPMENT 15 CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO WORK. S. THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING INLETS CLEAN OF DEBRIS AND ANY OTHER MATERIALS USED DURING CONSTRUCTION AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER, ALL EXISTING LINES AND STRUCTURES SHALL BE CLEANED PRIOR TO FINAL INSPECTION AND ACCEPTANCE. 6. CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE -CALL OF FLORIDA. INC (SUNSHINE 811) AT (800) 432-4770 AT LEAST 48 HOURS PRIOR 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 IMPACT TO MANGROVE TREES SHALL BE MITIGATED IN ACCORDANCE TO APPROVE PERMITS. B. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL ITEMS LISTED IN PROJECT SPECIFICATION (WHERE APPLICABLE). 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 SPECIFIED AND APPROVED, 11. THE CONTRACTOR SHALL IMPLEMENT AND ENFORCE ALL NPOES EROSION AND SEDIMENT CONTROL RULES AND REGULATIONS. 13, THE CONTRACTOR SHALL INCLUDE IN THE 810 PRICE FOR CLEARING AND GRUBBING. ENVIRONMENTAL NOTES 1. ANYMATERIAL TO BE STOCKPILED FOR PERIODS GREATER THAN 24 HOURS SHALL BE PROTECTED BY APPROPRIATE EROSION CONTROL DEVICES. 2. THE CONTRACTOR SHALL REVIEW ENVIRONMENTAL REQUIREMENTS OF ANY PROPOSED STAGING AREAS WITH THE PROJECT ENGINEER AT LEAST SEVENTY-TWO (72) HOURS PRIOR TO USE. 3. NO STAGING OR OTHER ACTIVITIES FOR THIS PROJECT WILL BE ALLOWED WITHIN ENVIRONMENTALLY SENSITIVE AREAS. 4. THE CONTRACTOR SHALL NOT STAGE OR OPERATE EQUIPMENT WITHIN THE DRIPLINE OF TREES. 5. THE CONTRACTOR SHALL PROVIDE A CERTIFIED ARBORIST TO DETERMINE AND PERFORM OR DIRECT ANY ROOT PRUNING AND ANY OTHER TRIMMING ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER. STRUCTURAL NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOOT 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 INDEXESIDRAWINGS. 2017-18, AS AMENDED BY CONTRACT DOCUMENTS. AND ALL SUBSEQUENT INTERIMS. 3. VERTICAL DATUM 15 NGVD 19. 4. ENVIRONMENT IS CLASSIFIED AS EXTREMELY AGGRESSIVE. 5. MATERIALS 5.1. BULKHEADS REINFORCED GLP. CONCRETE CAP: CONCRETE CLASS V(SPECIAL) f'c = 6.000Psi. WITH SILICA FUME, METAKAOLIN. OR ULTRA FINE FLY ASH. 6. CONCRETE COVER T 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 B.I. 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 IN THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL REQUIRE APPROVAL OF THE ENGINEER. 10, CUT AND FILL OPERATIONS 10.1. THE CONTRACTOR SHALL NOTIFY ADJACENT OWNERS AND INVOLVED UTILITIES IN WRITING TWO (2) WEEKS BEFORE EXCAVATION OPERATIONS BEGIN. 10.2. OUANTITIES 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. MOSIMAT OR AS APPROVED EQUAL BY ENGINEER 11.1. INSTALLATION OF SPECIALTY MOSIMAT SHALL BE UNDER SUPERVISION OF MAT PRODUCT REPRESENTATIVE. 11.2. MAINTENANCE SHALL BE PERFORMED PER MANUFACTURER RECOMMENDATIONS. PRECAST CONCRETE PILES 1. INSTALL PILES IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) 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) (f'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 (I2") OF THE 2015 FDOT 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 MLW LEVEL. UTILITY COMPANY CONTACT LIST ATLTIDISTRIBUTION STEVE LOW 305-222-8745 COMPACT CABLE LEONARD MAXWELL-NEWBOLD 954-447-8405 DADE COUNTY PUBLIC WORKS 6 TRAFFIC OCTAVIO VIDAL 305-412-0891 EXT. 201 FLORIDA POWER AND LIGHT-DAOE TRACY STERN 800-868-9554 FLORIDA POEWR AND LIGHT-SUT SEYED HAJASSADOLLAH 305-228-5290 MIAMI-DADE SEWER SERGIO GARCIA 786-268-5320 RCVISIONS EOR CITYOFMI.IM! n4TE Y DESCRIPTION CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS SHEET FRANCISCO ALONSO. P.E. a CAPITAL IMPROVEMENTS PROGRAM PROJECTNAME I PROJECT No. GENERAL NOTES O. N N0. 66918 �W „ v vexuT mrnwx "°""' `"" VIRGINIA KEY a-4ossa 2 T•Y•LIN INTERNATIONAL KAYAK LAUNCH -D2 1 V IiREE LINE t i 4 EXISTING PAL9I ' �1 (TYP) .?\ x BLACK AND WHITE CONC. REMOVE NGROVES EXfSTING TTONWOOD WOOD PILES MASEAGRAPE EXISTING K Li BU { EXISTING BROKEN - AUSTRALIAN ' EXISTING _ CONCRETE ' - �( PINE (TYP) �v[ \ I POLE 70 BE _ l . � �,• L.. c .. i REMOVED- -pNG INE L SHORE .. 4 a . - GH LINE r._ MEAN HI 1,ONC. RIP WATER MEAN HIGH WATER a "' t `RAP -EOG EDGE OF EXISTING E WATER . - WATER SEA WALL J o / EXfSTlNG EXISTING CX"TING - ....... BUTTONWOOD CONCRETE •! SEAGRAPE EXISTING G; CYLINDERS TO z BLACK 2�2 .. 8E RCAIOVED MANGROVE LAMAR LAKE/BISCAYNE BAY OATr R, Iry /sills DESCR/PI/OhSHEET EOR FRANCISCO ALONSO, P.E. No, 66978 T•Y•LIN INTERNATIONAL. 0 CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM n "°""°""`""'°""""" C/TYOFM/--141/ OFF/CE OF CAPITAL lMF'HOD'£MENTS EXISTING CONDITIONS wvevsvn s we�ne-lulu oxcerr r nl se s s u� aye . NO. — PRO/ECT NAME PROJECT N. 3 VIRGINIA KEY KAYAK LAUNCH -D2 wie�aniex� I v . B-40584 v vmna Xev em ms eemrn� STAKED TURBIDIT BARRIE .......lei.; V CONCRI ••-•I..•. -. REMOVE; LEGEND \---� LAMAR LAKE/BISCAYNE BAY y� CLEARING AND v� GRUBBING/DEMOLITION AREA STAKED TURBIDITY BARRIER FLOATING TURBIDITY BARRIER EOR FRANCISCO ALONSO. P.E. No. 66918 T•Y-LIN INTERNATIONAL CITY OF MIAMI CAPITAL IMPROVEMENTS PRQCIR, EXISTING TREE LINE (TYPJ EXISTING BLACK/WHfTE •. MANGROVES TO REMAIN EXISTING B U TTONWOOD EXISTING CONCRETE TO x' 41 BE REMOVED �•Tft to Cnw.nx, MEAN HIGH WATER .. .. .. ITYP) 1 Awxail,�nM ca.Y 2 Awl,auan Rne U,x E 3 Cmx 4 an — 0,. EXISTING MANGROVE LINE S mm (TVPJ 6 I1Amn Ple �m CITY OF MIA)VII OFFICE OF CAPITAL IMPROVEMENTS PROJECT NAME PROJECT NI VIRGINIA KEY B-40584 KAYAK LAUNCH -D2 Pn.�nmxx. n 3 vll u. I+Kn n,n o, REMOVE AS PER APPROVED ENVIRONMENTAL REGULATORr PERMITS SHEET NO. CLEARING 6 GRUBBING 4 / Q ROAD Q Ma Jr . ROA __ .__ Q A{2THUR LA _ - - \. _N sn \_N:514877.9740 937182,1$31 9 E:.3778'.14:fi \ N5148.53.6491 (D ZE:937,1198024 i Q N 51.18459038 E:937239.3850 %-!x161 TRE ELINt Q Q Q R x:51.18.16.8096 / X f: ,7Q 77?3.3JF5 N;51129S.9750 / If fRI:SHCLJ SHCLL -- �� / \`4�7\ 5 N:..7_9'7.296_' EXIST -� X Q L/ALA 'Alt'!'Q % - TREE LINE \ Q \\ Q X 00 X - rRi)P. RIPRAP Q 1` �...��. 1� N:`7•lfiT6.J45a i X / c-.937334.1407 Q PROP. nAAK LAUNCH - i X RAA')f Vmli nose-l1AI X e '♦ % Q (NOTE 1) A N. 514344 350' /.7856 F• Q PROP. OANLVVIY �-� M 57 �� C _a.3)38.5.743131 1� N: Sf' ".28-56 C�E937376.71 Q f', N:514641.1956 v .0 Fs / r` �• Q Q \ - E•9.37240 426A k.auJlL'-'. P Y E AIST MEAN H(Uli ...... .. .... .. . ..;x Imam= N:Sld61 n.085GJ - 7"-''C-rn'-- �1 \`.♦ - l: .e: •;7 Mf aN ViGH WAIIP E:937iJ4.4909 PROP RIP RAP �i 2'I F BELOW M1IHW 1111A7 IM VMI CONCRETE PLA7TORF! N:.514634._'681 - - E.9.372.51.9.541 E):IST. f.iaNGROVE INC BEAV/ALL TO J' WIPE VEG L7A7PL —PROP SERV/ALL - 6E CUT DOWN STRIP WITH IL ) XX on Ncvo 7O -1 3- NGVD [EOG IIID lN01 E 21 �' - WilliSPARIiVASP N::IJ8.56.2856\�^\\'"' N.:IJ856.265G -LXIS7 SCAWALL LJ3737u./190 L.'JJ1310 7190 NOTES: OTES: 1. MOBI-MATE OR A$ APPROVED EOUAL BY ENGINEER VMM (KIT PIN 175264). 10' WIDE X 235' LONG, TO BE PLACED OVER STABILIZED GRADE AS SHOWN. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. PROPOSED RIP -RAP 1'-3'NATIVE PROPOSED VEGETATION AREA WITH LIME ROCK @ 2:1 SLOPE FILTREXX GEOGRID AND SPARTINA 2 fILTREXX GEOGRID OR AS APPROVED EQUAL BY ENGINEER. SP. PROPOSEDRIPRAP 1'-3' NATIVE PROPOSED SEAWALL AT LIME ROCK @ 3:1 SLOPE 5.0' NGVD ❑PROPOSED KAYAK LAUNCH "RAMP" CRUSHED SHELL WALKWAY WITH MOB) -MAT @10:1 SLOPE GATE 11 v/S/on DESCRIPTION EOR FRANCISCO ALONSO. P,E. No. 66918 T-Y•LIN INTERNATIONAL CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM •• �..-1".. "°"""''""""""""' C'fTVOFA//.L1f/ O!F'/CE OF C.IPlT.IL /MPHOPL'M1/E;V'TS SITE PLAN SHEET NO. PROJECT HANE PROJECT No, 5 VIRGINIA KEY KAYAK LAUNCH -D2 B-40584 L 0 iM ...............'_ _.._.._ _......._....... ._ __..._... ........ ... ....- - .N 'o MTWr� a •.rt a11W 11Y.--�NLV(��NLWaM111.W• •WW�NLM M}W' •rI(W IItWrMW/�MLV{ �••tjY 1r� PROP. SEAWALL FLOATING DOCK PILES PILE N E I 514801.2749 937349.7940 2 514793.3748 937363.3977 3 514785.4367 937377.6529 q 514804.4359 937364.3432 CONCRETE PLATFORM PILES PILE N E 5 514849.2944 937377.4392 6 514846.8625 937381.8079 7 514853.6632 937379.8711 8 514851.2312 937384.2399 NOTES: 1. FOR SECTION VIEWS REFER TO SHEET 10. 2. REFER TO STRUCTURAL SHEETS FOR SEAWALL AND PLATFORM DETAILS GATE DESCR/PT/ONSHEET RIPRAP— J RAILING SEE SHEET S-501 NO. —6' FOR DETAILS FRANCISCO ALONSO, P.E. h GANGWAY SEE SHEETS 8, 9 6 10 FOR DETAILS CONCRETE PLATFORM SEE SHEET S-101 FLOATING DOCK DETAIL FOR DETAILS FLOATING DOCK VIRGINIA KEY SEE SHEET 10 6 11 FOR DETAIL ` n y au ca » LEGEND KAYAK LAUNCH -D2 B-40584 2 2 PILE, frlvrrnnu•N \59! 19100 L ryr •, Mea R••W95 HenlNr[ Sy'raaf'\p9r0alMO\OJ-)019 CONCEPT P(PMII SEi\L e,:NIT IOOMIN - P191 Ryle IH. 1 ■14" FOOT INDEX 70674 I-6•� FOPILE, DOT INDEX 70617 EXTERNAL PILE GUIDE SEE SHEET 9 FOR DETAIL NOTES: 1. FOR SECTION VIEWS REFER TO SHEET 10. 2. REFER TO STRUCTURAL SHEETS FOR SEAWALL AND PLATFORM DETAILS GATE DESCR/PT/ONSHEET EOR CITY OF MIAMI ClTYOFMIAMI OFFICE OF CAPITAL IMPROVEMENTS NO. FRANCISCO ALONSO, P.E. CAPITAL IMPROVEMENT5 PROGRAM '.,�\•— +.+•. PROJECT NAME PROICCT No. FLOATING DOCK DETAIL `iY`o� ., y..r•N.e.. waP VIRGINIA KEY 6 _ T•Y•LIN INTERNANa.66918TIONAL ` n y au ca » KAYAK LAUNCH -D2 B-40584 frlvrrnnu•N \59! 19100 L ryr •, Mea R••W95 HenlNr[ Sy'raaf'\p9r0alMO\OJ-)019 CONCEPT P(PMII SEi\L e,:NIT IOOMIN - P191 Ryle IH. 1 PARK SPECIALTY SURFACE _ MAT (KAYAK LAUNCH RAMP) MAINTAIN AT SAME ELEVATION. CUT AND FILL AS NEEDED. COMPACT MATERIAL UNDER MAT. EXISTING GROUND RIP RAP SLOPE ON BOTH SIDES OF KAYAK LAUNCH SECTION A—A N,T.S. SECTION 8-8 N.T.S PROPOSED SEAWALL REFER TO STRUCTURAL SHEETS EXISTING NOTES: MANGROVE 1. SPECIALTY MAT FOR LINING KAYAK LAUNCH SHALL BE SECURED IN PLACE AND LINE NEW SEAWALL WITH BE RESISTANT TO KAYAK LAUNCH TRAFFIC AND EXPECTED LOADING WITH J u yJ CAP REFER TO RESISTANCE TO DIRECT EXPOSURE TO SUN AND WET AND DRY CYCLES. p VARIES 4' STRUCTURAL SHEETS 2. NO EXCAVATION TO OCCUR WATERWARD OF MHW FOR INSTALLATION OF KAYAK TO 6' PLAN VIEW 6 + 5.00' TOP OF A WALL CAP � NEW r4' V i PROPOSED M08IMAT OR EOUAL AS APPROVED BY ENGINEER EOR +1.72 MHW CIT r OF MIAMI -0.30 MLW RIP RAP SLOPE 6-12" 90% COMPACTED CLEAN FILL n,�rr 2:1 MAX. CITY OF MIAMI 3:1 MIN. (TYP.1 g_1y CLEAN FILL MaTTO MEET EXISTING GRADE AT ITS TOE (NATURAL CHANNEL GRADE) PROJECT No. DETAILS AND SECTIONS NO. SECTION C -C PROJECT NAME N.T.S No. 66918 ""`"'°""""m""°'"" 6-0" CRUSHED a-aossa 7 SHELL T•Y•LIN INTERNATIONAL WALKWAY KAYAK LAUNCH -D2 PARK — SECTION 8-8 N.T.S PROPOSED SEAWALL REFER TO STRUCTURAL SHEETS NOTES: C 1. SPECIALTY MAT FOR LINING KAYAK LAUNCH SHALL BE SECURED IN PLACE AND BE RESISTANT TO KAYAK LAUNCH TRAFFIC AND EXPECTED LOADING WITH 0 RESISTANCE TO DIRECT EXPOSURE TO SUN AND WET AND DRY CYCLES. 2. NO EXCAVATION TO OCCUR WATERWARD OF MHW FOR INSTALLATION OF KAYAK PLAN VIEW LAUNCH. N.T.S REV I S I O N S EOR CIT r OF MIAMI n,�rr oESCRIPTIOry CITY OF MIAMI OFFICE OF CAPITAL IMPROVEAIENTS SHEET FRANCISCO ALONS0. P.E. t'API'AL IMI.PROVEMENTS PROGRAM " PROJECT No. DETAILS AND SECTIONS NO. PROJECT NAME No. 66918 ""`"'°""""m""°'"" VIRGINIA KEY a-aossa 7 T•Y•LIN INTERNATIONAL KAYAK LAUNCH -D2 7 600'— PINE OR PINE OR ITE FENDER COMPOSITE FENDER COMPOS A CHANNEL CROSS MEMBERS AND STRINGERS TREAD PLATE SIDE OR TOP MOUNTED VINYL BUMPER A an CHANNEL CROSS MEMBERS AND STRINGERS MID RAIL - E -CHANNEL BOX FRAME SIDE OR TOP E -CHANNEL MOUNTED VINYL BOX FRAME BUMPER TUBE VERTICALS PIPE TOP RAILING IRAB RAIL ID RAIL TUBE CROSS MEMBER AND STRINGER 412� 7 /821 1/8 55° (TYP) 12' x (2REQ'D) ' WEAR PLATE �LUHMW BOX ROLLERS E-CFRAME33 (2 REQ'D) UHMW ROLLERS E -CHANNEL (2 REQ'D) BOX FRAME SECTION A -A 12' x 36' WEAR PLATE MOUNTED OP (2 REQ'D) VINYL BUMPER PINE OR SCALE NTS TREAD PLATE COMPOSITE FENDER GATT DOCK u Maine Access Solutions 2880 MELLONVILLE AVE, SANFORD, FL 32773 800/256-8857 4D7/323-0190 THE 1lSORMATION PERLOlTAINED IN THIS DRAWING ]S RTTOR A LLC ANY REPRODDWTITO IM PP AS VKLE WITHOUT THE WRITTEN PERIOSSICN OF CATOt DOCK L MARINE, LLC IS PROHIBITED. RE V/ 5 l O N 5 EOR CITY OF MIAMI CITY OF MIAMI OFFICE OF CA PITAL IMPROVEMENTS SHEET oarE aEscRlvnoR FRANCISCO ALONSO. P.E. CAPITAL IMPROVEMENTS PROGRAM � °� txu( mrrnron GANGWAY DETAIL NO. PROJECT NAME PROJECT No. NB. 6a9Ta T•Y LIN INTERNATIONAL ^^ ° """'°''""°"" ""' VIRGINIA KEY KAYAK LAUNCH -D2 a-aosaa f•len,�ne. N:�5511YI O4 vU Ovuu re, luoa> Bery n•t >urvevOW4�OW4WJ v Y (vN( E ull 1 T1 E All> 4A O 0U4^ Bal :u e:.ltl U Y 8 SCALE: NTS UHMW ROLLERS @GANGWAY FRAME FOR HIGH WATER/"KNIFE EDGE" EVENTS GANGWAY COMPENSATION FLOAT GANGWAY LANDING RECESS RISE FOR 7:112 SLOPE W/24" TREAD PLATE MINIMUM WHEN GANGWAY 15 LEVEL r GATOR DUCK Marine Access Solutions 2880 MELLONVILLE AVE, SANFORD, FL 32773 800256-8857 407/323-0190 EOR CITY OF' MIAMI Dare , OESCA'IFTIoN CITY OF MIAMI OFFICEOFCAPITAL IMPROVEMENTS SHEEr CAPITAL IMPROVCMENTS PROGRAM NO' FRANCISCO ALON50. P.E. PROJECT NAME PROJECT No. GANGWAY DETAIL .. No. 66978"' ""' VIRGINIA KEY 9 T•Y•LIN INTERNATIONAL 11°"11'"""'.1" KAYAK LAUNCH -D2 8-40584 S.S. PILE GUIDE MADE FROM 4" X 2" X 1/4" S.S. ANGLE, RUBBER ROLLERS S.S. BRACE SIDE A SECTION 1 NTS LARGER THAN PILING ----------- o 7 -:3 oil, 6" L EXTERNAL PILE GUIDE DETAIL 11-1 ViNYL P I F 0� 1.0 r1a MILE - SIX 1DC11 rNDEA L'Or I''LEIT UDC1 PxOvrGEG or -. 4 7 —A 81'r DOTTIQ SECTION 2 A 0 N S EOR CITVOFML44fI FRANCISCO ALON50. P.E. CITY OF MIAMI OFFICEOF CAPITAL IMPROVEMENTS C., CAPITAL, IMPROVEMENTS PROGRAM� ROJUT NAME PROJECr N. FLOATING DOCK SECTION & DETAILS N" Na 66918 VIRGINIA KEY B-40584 10 T -Y -LIN NTERNATIONAL KAYAK LAUNCH -D2 I "', ", I "I 1191 115 - 411.1.1 — 10196" PE." 5 TA LOATINO DOLK SECTION & DE AL -1 ISOMETRIC VIEW OF ALUMINUM TOP DECKED POLY FLOATING DOCK SCALE: NTS SIDE OR TOP MOUNTED VINYL BUMPER PLAN VIEW OF ALUMINUM TOP DECKED POLY FLOATING DOCK SCALE: NTS EOR CITY OF 141AMI CAPITAL IMPROVEMENTS PROGR{ FRANCISCO ALONSO. P.E. ++ e No. 66918 T-\/. I I N I 1 I.IT C 0 A I A TI rl A I A I i.ioei +ie�li i rn, r.wsi +ie.r-sr 10' SIDE OR TOP MOUNTED VINYL BUMPER Y FLOAT '- E -CHANNEL `-PINE OR BOX FRAME COMPOSITE FENDER ELEVATION VIEW OF ALUMINUM TOP DECKED POLY FLOATING DOCK SCALE: NTS CHANNEL CROSS MEMBERS AND STRINGERS SIDE OR TOP MOUNTED VINYL BUMPER E -CHANNEL BOX FRAME CITYOFMIAM! OFFICE OF CAPITAL IMPROVEMENTS VIRGINIA KEY-- i B-40584 TOP DECKING POLY FLOAT PINE OR COMPOSITE FENDER SECTION A—A SCALE: NTS ALUMINUM TOP DECKED POLY FLOATING DOCK itIGAER DECK Marine Access Solutions 2880 MELLONVILLE AVE, SANFORD, FL 32773 BOC/256-8857 407/323-0190 THE INFORMATION CONTAINED IN THIS DRAWING IS LTH ASOLE PROPERTY ISN PAROKT ppRROC F y1B� ON VIT` THE WRITTEN PERMISSIDN OF GATO2 DOCK L MARINE, LLC 1S PROHIBITED. SHEET NiFLOATING DOCK DETAILS NI I TYPE II f o D •5'Sld. (S:rpie Panel For Depths 5br Less). Ot •5'Std. (Additional Panel For Depths > 5'). Curtain TO Reach B'Hom Up To Depths Of /0 Feel. Two (21 Panels To Be Used For Depths Greater Than 10 Feel Unless Special Depth Curtains Speeirleally Call Fpr In The Plans Or As Determined By The Engineer. NOTICE, COMPONENTS OF TYPES I AND IT 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 If SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS TYPE I II II h II II a II II LEGEND STAKED TURBIDITY BARRIER e PUe Locations Optional Post Positions Principle Post Pos%lion ( Canted 20' Toward Flow 1 ® Dredge Or Fi11 Areo ,c4. �t -w Mooring Buoy wlAnchor Anchor fl`I Filler Fabric Bmr%er Movement Due To Current Action sI Flow SECTION Post Options: Softwood Of Dia. Softwood 2" x 4" Hardwood Ip"x (j"Filter Fabric (In Steel I.331bs/ft 61 Max. Conformance With 5— 985 FOOT Spec. 1 v o � r G N m O Drive both posts Into the around and bury flap Post (Opfians, 2' x 4" Or 2f" Min. Dia. Wood, Steel 1.33 LbSIFt. Min. 1 PLAN VIEW I8 Oz. Nylon Reinforced PVC Fabric (300 psi Test) Sill Fence Protection Around Ditch Bottom Inlets. ELEVATION TYPE 17I SIL T FENCE _ a " JOINING TWO SILT FENCES NOTES FOR SILT FENCES 1. Type IE Silt Fence to be used at most locohlons. Where used :n ditches. Me spacing for Type III Sill fence shalt be in eanrdonce with Chart 1. Sheet I or FOOT INDEX 102. 2. Type II Silt Fence to be used where large sediment loods are anticipated. Suggested use is where fill slope Is 1.2 or sleeper and length of slope exceeds 25 feet. Avoid use where the detained water may bock Into travel loves or off the right of way. 3. Do vol construct silt fences across permanent flowing watercourses. Sill fences are to be of upland locations and turbidity barriers used at permanent bodies of water. 4. Where used as slope prolmOon, Silt Farce Is to be constructed on Oz longitudinal grade to avoid channelizing runoff along the length of the Fence. 5. Silt Fence to be paid for under the contrwl unit price for Stoked Silt Fence. ( LF J. GENERAL NOTES 1. Floofing turbidity barriers ore ro be paid fa, under the 'Pt", unit pride for Ffoothng Turbidity Barrier. LF. 2. Staked turbidity barriers ore to be paid for under the confroct unfit price for Slaked Turb(dfiy Barrher, LF. I EOR CITY OF MIAMI }•Vinyl Sheathed EAW Steel CableMsf1 l f Post 1 vescwfvrmw (9800 Los. Breaking Strength With CITY OF MIAMI OFFICE OF CAPITAL fAfPRO I'MENTS Galvanized Connectors ( Toot Free Disconnect I Closed Cell Solid Plastic Foam FRANCISCO , P, E. Slotted PVC Connector Pipe f I/etal Colla, Rel forced I Closed Cell Solid Plastic Foam Flotation 18" Dia. £ou:v. l f 12 Los. Per Ft. Buoyancy I TURBIDITY BARRIER DETAILS NO. Flolollon (8' DIV. Epthv. 1 (17 las. Place In end post or one fence behind No. 869186918 No. Per Fl. euayancy) VIRGINIA KEY a-4osea the end 0051 or the other fence as Shawn. 18 02. Nylon RNnfarced Y p Polypro Rope f800 to. BreokMo T -Y -LIN INTERNAPONAL Rotate both posts at /east 180 degrees in o clockwise PVC Fabric f 300 psi Tesl l it KAYAK LAUNCH -02 IB Ot. Nylon Relnforcetl PVC) f 300 psi Strength direction to create o light seal with the fabric ,/alerial, Suess Plate {"GONanfyed Chain with rest) W(fn Laino Grommets 4"Golvanized Clain I TYPE II f o D •5'Sld. (S:rpie Panel For Depths 5br Less). Ot •5'Std. (Additional Panel For Depths > 5'). Curtain TO Reach B'Hom Up To Depths Of /0 Feel. Two (21 Panels To Be Used For Depths Greater Than 10 Feel Unless Special Depth Curtains Speeirleally Call Fpr In The Plans Or As Determined By The Engineer. NOTICE, COMPONENTS OF TYPES I AND IT 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 If SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS TYPE I II II h II II a II II LEGEND STAKED TURBIDITY BARRIER e PUe Locations Optional Post Positions Principle Post Pos%lion ( Canted 20' Toward Flow 1 ® Dredge Or Fi11 Areo ,c4. �t -w Mooring Buoy wlAnchor Anchor fl`I Filler Fabric Bmr%er Movement Due To Current Action sI Flow SECTION Post Options: Softwood Of Dia. Softwood 2" x 4" Hardwood Ip"x (j"Filter Fabric (In Steel I.331bs/ft 61 Max. Conformance With 5— 985 FOOT Spec. 1 v o � r G N m O Drive both posts Into the around and bury flap Post (Opfians, 2' x 4" Or 2f" Min. Dia. Wood, Steel 1.33 LbSIFt. Min. 1 PLAN VIEW I8 Oz. Nylon Reinforced PVC Fabric (300 psi Test) Sill Fence Protection Around Ditch Bottom Inlets. ELEVATION TYPE 17I SIL T FENCE _ a " JOINING TWO SILT FENCES NOTES FOR SILT FENCES 1. Type IE Silt Fence to be used at most locohlons. Where used :n ditches. Me spacing for Type III Sill fence shalt be in eanrdonce with Chart 1. Sheet I or FOOT INDEX 102. 2. Type II Silt Fence to be used where large sediment loods are anticipated. Suggested use is where fill slope Is 1.2 or sleeper and length of slope exceeds 25 feet. Avoid use where the detained water may bock Into travel loves or off the right of way. 3. Do vol construct silt fences across permanent flowing watercourses. Sill fences are to be of upland locations and turbidity barriers used at permanent bodies of water. 4. Where used as slope prolmOon, Silt Farce Is to be constructed on Oz longitudinal grade to avoid channelizing runoff along the length of the Fence. 5. Silt Fence to be paid for under the contrwl unit price for Stoked Silt Fence. ( LF J. GENERAL NOTES 1. Floofing turbidity barriers ore ro be paid fa, under the 'Pt", unit pride for Ffoothng Turbidity Barrier. LF. 2. Staked turbidity barriers ore to be paid for under the confroct unfit price for Slaked Turb(dfiy Barrher, LF. I EOR CITY OF MIAMI DArE vescwfvrmw CITY OF MIAMI OFFICE OF CAPITAL fAfPRO I'MENTS SHEET FRANCISCO , P, E. CAPITAL IMPAOVEMENTS PROGRAM �" 0"°""°"""""'"""°'" TURBIDITY BARRIER DETAILS NO. FRa/Ecr NAME PROJECT Na. No. 869186918 No. VIRGINIA KEY a-4osea 13 T -Y -LIN INTERNAPONAL KAYAK LAUNCH -02 5.1—low I wawa w cu i AN, >E I\IYNBIOIry of -1 rot .ne n. 3f6" Vinyl Sheathed EAW Steel Coble Closed CellSolid Plastic (9800 Lbs. Breaking Strength) With Foam Flotation !8" Dio. EquGalvanized Connectors (Tool Free Buoy J cy) lbs. Per Ft. Closed Cell Sok'd Plastic Per Ft Flotation Disconnect) Buoyancy) (6" Did. Equiv.) f12 lbs. Per Ft. Buoyancy/ %" Polypro Rope Slotted PVC Connector Pipe O" (600 /b. Breaking Metol Collar Reinforced) Stress Plate I ILI III %" Galvanized Chain 18 Oz Nylon Reinforced 5/Is" Galvanized Chain 18 Oz Nylon Reinforced PVC Fabric 1300 psi Test! PVC Fabric (300 psi Test) o" DJ=5'Std. (Single Ponel For Depths 5'or LessJ. With Lacing Grommets o Oz=5'Std. (Additional Panel For Depths > 5'). Curtain To Reach bottom Up To Depths of 10 Feet. Two (2) Panels To Be Used For Depths Greater Than — — - ----- TYPE 11 10 Feet Unless SpeciolDepth Curtoins Are Specifically TYPE 1 --- Called For In The Plans Or As Determined By The Engineer. NOTICE: COMPONENTS OF TYPES IAND if MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONS161LITY OF THE USER. SUBSTITUTIONS FOR TYPES IAND II SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS LEGEND • Pile Locations ® Dredge Or Fill Area —CH Mooring Buoy w/Anchor Anchor Barrier Movement Due To Current Action No tes: 1. Turbidity barriers ore to be used in onpermonent bodies of water regardless of water depth. 2. Number and spacing of anchors dependent on current velocities. J. Deployment of barrier around pile locations may vary to occommodote construction operations. 4. Navigation may require segmenting barrier during construction operations 0 _ Prsed Toe 11 1 O 'y 1 r1 t Existing l Cousewoy ` �o a o Of Slope ----- `� Shore Line Limits Of Construction ..... ..... Shore Line ...� • • • • y—• Turbitity 100 ` SyP�cp1 100' TyP col • •1• • 1 / Current Structure Alignment TURBIDITY BARRIER APPLICATIONS Of Construction Line Note; Turbidity barriers for flowing streams and tidolcreeks may 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 type(s) willbe of the Contractor's option unless otherwise specified in the plans, however payment willbe under the pay item(s) established in the plans for Floating Turbidity Barrier and/or Stoked Turbidity Barrier. Posts in stoked trubidity barriers to be installed in verticalposition unless otherwise directed by the Engineer. REvr5loNs I EORC(TyOF•umui aarE OEscRrPrfdN CITY OF MIAMI OFFICE OF CAPITAL IMPROVEMENTS SHEET FRANCISCO ALONSa. P.E. CAPITAL IMPROVEMCNTS PROGRAM S1-111-111— PROJECT NAME PaoJEcr Nu, TURBIDITY BARRIER DETAILS NO. No. 66918 "°'"'°"" VIRGINIA KEY e•4osa4 12 T•Y•LIN INTERNATIONAL KAYAK LAUNCH -D2 NOTES: I. d npuna ,e& hay. soap, E meals ,n eu Yoo! own r r d from Crank 01 O'ee rn a ,iistanre• equal to ane !on! pyr ra<r inch ,r trunk dieme.tar at breast rlemill o P.- Staging, storage, dumping. washing and oaerarfart of o er aquinmrnl is pe in the ms of the tr r caber withlibee See Nano n•r G .,ratan mn Prat Ptlron nary,ter fnrHrding nurrn9 hauler rnsfallannr,. l X, 1. Be"rer 3 Initatl it f, ne "otet•hon Prior to ro•nrnrnr.IrrnPr,t or O (SCC Vol,, F.71 ransfruction and remove when d,rectea by the engineer Maintain protection at 811 times. Past Crown Qllahrle A 10, Closely spd<ed groups of trees, Pfdce the Il ee ,(b pratrrhnr. herner .,round IIIc rntrrr group o TI'Pe Prurrcrfan Harrier Tree TrunA .5. Ins Per: I,Pni; protetl,nn 8rid tree quarferiy to prevent girdling. Adfusr bands to allmy trey growth as reydP(f, Tree Truce Crown Qripline 6. See N-s for any Aa1,0—at rvquir er+rots nr mndit,Cahon: .?thin ht£ freC PI-Jfeili,)n avail ] Pl, tt rvrarhrr rrs,sranr ,,,gn curry SO' e;,ng rhe nnrrrrr. PLAN wRh 6' n •u:r• text height and provide torr m Enghsh and Sli nmlh bi,n snotdtl rein sarp OW Tree Proterhon area'. =PROTECTION BARRIER FOR TREE GROUPINGS— 6? Afternate Iree p•,eethan !,Stems mlp—ed py the Engrne— ,nay- it, Used tit lieu of the Iree prelrrtrnn barrier drtadrd on this !oder crown OnPlnne PrOlecloo Zone PLAN Nr,wer, •+ ih� � l IJ^" < ^' Crown Qr:ph ne (See Plans For Harryrr 41,j)—le—Irl G J fiandi (3 Winimvml fA Al 6' H,--mHr•,ght nr To Low.?n') eranrh Z" A" To CJcl,l s F' ni:nun(t lo' Proltan bre &unit S (Do Not Fastin Baer,., into r,ee, WnalhPr Resls!anr Siuu r Orange f. on<tva<•hnn carr lr, ELEVATION (SPF fIJ'e ri]) Srrur, Harr,nr Tn Posrc tr A" Bnarna To Mold Harper Tac,( r Mh,nna.M aarrrrr tir,ghr ivainrain E<,snog c`rade Wirh;n Tree i'ne 7-r Ce Prot ecrtan Battler fy Unfess 'Jthrrw:se Ina,it'd _ In The Plans Bands Afifinimum Qrplh • Boy•;J S"lr,.-,::' Na 0 rn Irenrh,ni O,:a1r, thr SECTION A-A G/ 1"hr Trr Tre•n[Ilirg n{ay Or!ur Out- 1" of rIlc cr'o.t NOTES: ELEVATION P, q,rn,r Or me T,:,: I. rnsrail Cryan. pfolerrron whoa Tree Proterhon f3arr:er Can ;Int be reJ", ... :. 5019 Selnfllvr Cr€fralg and u(ilbo,ng Pla,r tot location at tante prom:,✓:n. 3. Adfust hands to aPmv rreP j)—rfl unsoecl irharrerly to Pravent gu dhngl. TREE PROTECTION BARRIER TRUNK PROTECTION R E v I s I o N s EOR CITY OF MIAMI CITYOFMLIMI OFFICE OF CAPITAL (MPROYEA(ENTS SHEET NO. OAT OE.5CRIPTI0N FRANCISCO ALP.E. r-APITAL IMPROVEMCNTS PROGRAM TREE PROTECTION DETAIL PROJECT NAME PROJECT No. 14 No. 66978ONSO, VIRGINIA KEY T•Y•LIN INTERNATIONAL KAYAK LAUNCH-D2 B•aosaa STRUCTURAL ABBREVIATIONS: GENERAL NOTES STRUCTURAL FOUNDATION NOTES AS ANCHOR BOLT THE FOLLOWING NOTES APPLY. UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. ADD'L ADDITIONAL 1. WORK SHALL COMPLY WITH THE MIAMI 27 ZONING CODE. AND THE 2017, SIXTH EDITION OF THE FLORIDA ACI AMERICAN CONCRETE INSTITUTE BUILDING CODE WITH FLORIDA DEPARTMENT OF TRANSPORTATION MODIFICATIONS (1015). 1. SLAB-ON-GRADE/COVERED SHELTER FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE BEARING CAPACITY Or ALUM ALUMINUM 2. SECTIONS AND DETAILS SHOWN ON DRAWINGS ARE TYPICAL. USE SIMILAR CONSTRUCTION AT LOCATIONS NOT 2.000 POUNDS PER SQUARE FOOT. CONTRACTOR TEST SOIL TO VERIFY SOIL BEARING CAPACITY PRIOR TO ANSI AMERICAN NATIONAL STANDARD INSTITUTE SPECIFICALLY DETAILED. CONSTRUCTION. ASTM AMERICAN SOCIETY FOR TESTING AND 3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS & DIMENSIONS PRIOR TO THE START OF WORK. 2. COMPACTED BACKFILL: BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY ACCORDING TO MATERIALS 4. PROTECTION OF EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE ASTM 01557, PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES 1N LOOSE DEPTH. AWS AMERICAN WELDING SOCIETY GENERAL CONTRACTOR. 3. DO NOT DAMAGE WALL CONSTRUCTION WITH COMPACTION EQUIPMENT. APPROX APPROXIMATE 5. INSTALL MATERIALS PER MANUFACTURERS' RECOMMENDATIONS AND SPECIFICATIONS. 4, FOUNDATIONS ARE TO BEAR ON COMPACTED "RESIDUAL SOIL" OR ON TESTED, STRUCTURAL BACKFILL (98% MODIFIED B/EL BOTTOM ELEVATION 6. DRAWINGS HEREIN ARE BASED ON GEOTECHNICAL REPORT BY NV5 DATED MARCH 18. 2015. BORINGS PROCTOR VALUE FOR BACKFILL). BOTT BOTTOM INDICATE LIMESTONE AT A DEPTH OF 13^ BELOW EXISTING GRADE, SEE NOTES FOR PILE DRIVING 5. FOUNDATION DESIGN BASED ON GEOTECHNICAL REPORT PREPARED BY NVS. DATED MARCH 18, 2015. SRG BEARING REGARDING TIMBER PILES AND PRECAST CONCRETE SHEET PILES. cJ CENTER CONTROLLINE JOINT STRUCTURAL DESIGN NOTES: CLR CLEAR CONC CONCRETE 7. DE51GN CRITERIA CONT CONTINUOUS A. DOCK/PIER LIVE LOADS:(FDOT STANDARDS) DIA DIAMETER TYPICAL UNLESS NOTED OTHERWISE 100 PSF DIM DIMENSION DL DEAD LOAD B. WIND LOADS: (ASCE 7-10. CHAPTER 7) DWG DRAWING BASIC WIND SPEED 160 MPH OWL DOWEL RISK CATEGORY I EA EACH WIND EXPOSURE C EF EACH FACE INTERNAL PRESSURE COEFFICIENT NIA (OPEN STRUCTURE) ELEV ELEVATION EMBED EMBEDMENT STRUCTURAL CONCRETE NOTES EW EACH WAY EXP EXPANSION 1. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE TO SECTION 346 OF THE FDOT SPECIFICATIONS. EXT EXTERIOR 2. CONSTRUCTION OF ALL STRUCTURAL FOUNDATIONS TO FOLLOW SECTION 455 OF FOOT SPECIFICATIONS. FDN FOUNDATION 3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF: FT FEET PRECAST SHEETPILES 6000 PSI FTG FOOTING BULKHEAD 6000 PSI 6ALV GALVANIZED REMAINING CAST -IN-PLACE 4000 PSI IN INCHES 4. PORTLAND CEMENT USED FOR CONCRETE WORK SHALL COMPLY WITH ASTM C-150 FOR TYPE I/11 CEMENT. INT INTERIOR 5. NORMAL WEIGHT CONCRETE SHALL CONTAIN FINE AND COARSE AGGREGATES COMPLYING WITH ASTM C-33. JT JOINT THE MAXIMUM SIZE OF COARSE AGGREGATES SHALL BE OF SIZES SUITABLE FOR PLACEMENT IN STRUCTURAL KIP KIPS (1 KIP = 1,000 LBS Il ELEMENTS CONSIDERING THEIR SIZE AND REINFORCEMENT CONFIGURATION, K/FT KIPS PER FOOT 6. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH ASTM A615. WELDED WIRE KSF KIPS PER SQUARE FOOT FABRIC SHALL BE GRADE 65 PLAIN WIRE CONFORMING TO ASTM A785. L LENGTH 7. CHAMFER EXPOSED CORNERS OF CONCRETE 3/4 INCH. LBS POUNDS S. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE. DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY LL LIVE LOAD POSITION. SUPPORT AND SECURE REINFORCEMENT. MAT'L MAX MATERIAL MAXIMUM 9, MINIMUM CONCRETE PROTECTIVE COVER FOR REINFORCEMENT SHALL BE 1.5". MFG MANUFACTURER STRUCTURAL CONCRETE REINFORCEMENT NOTES MIN MINIMUM MISC MISCELLANEOUS MPH MILES PER HOUR 1. ALL REINFORCING STEEL TO BE IN ACCORDANCE WITH FOOT SPECIFICATION SECTION 415. MWFRS MAIN WIND FORCE RESISTING SYSTEM 2. REINFORCEMENT WORK OF DETAILING. FABRICATION AND ERECTION SHALL CONFORM TO "BUILDING CODE 4' NUMBER SYMBOL FOR REBAR SIZE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 3181'. "ACI DETAILING MANUAL (SP -66T. "CRSI MANUAL OF STANDARD NTS NOT TO SCALEPRACTICE (MSP Il' AND "STRUCTURAL WELDING CODE - REINFORCING STEEL (AWS D1.41'. OC ON CENTER 3. STEEL REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL COMPLY TO ASTM A615 GRADE 60 (Fy - 60,000 PSI). PCF POUNDS PER CUBIC FOOT REINFORCING TO Of WELDED SHALL COMPLY TO ASTM A706 /Fy - 60.000 PSI) OR MILL TEST REPORTS SHALL BE R OY PL PLATE SUBMITTED SHOWING CARBON EQUIVALENT. PEJ PREFORMED EXPANSION JOINT MATERIAL 4. MINIMUM CONCRETE PROTECTIVE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UON: PLF POUNDS PER LINEAR FOOT a. CONCRETE CAST AGAINST EARTH ........... 3.0" PSF POUNDS PER SQUARE FOOT b. CONCRETE EXPOSED TO WEATHER........... 2.0" PT PRESSURE TREATED WOOD c. ALL OTHER LOCATIONS .................. 0.75" PVC POLYVINYL CHLORIDE 5. LAPS SHALL BE CLASS B TENSION LAP SPLICES. FOR .V4 BARS AND LARGER LION. REF REFERENCE 6. WHERE REINFORCEMENT IS SHOWN IN SECTION, REINFORCEMENT IS CONSIDERED TYPICAL WHEREVER THE SECTION REINF REINFORCEDAPPLIES. REO'D REQUIRED 7. REINFORCEMENT SHALL NOT BE TACK WELDED OR HEATED FOR BENDING. REV REVISION 8. INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS PRIOR TO THE SCHEDULED CONCRETE STN STL STAINLESS STEEL PLACEMENT. NOTIFY CONTRACTING OFFICER OF COMPLETION AT LEAST 24 HOURS PRIOR TO THE SCHEDULED SCHED SCHEDULE COMPLETION OF THE INSTALLATION OF REINFORCEMENT. SECT SECTION 9. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE. DIRT. OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION. SF SOUARE FEET PROVIDE SUPPORT BARS AT NOT MORE THAN 4'-0" ON CENTER AND SECURE REINFORCEMENT. SIM SIMILAR T TOP T/ TOP OF T/ELEV TOP ELEVATION r&B TOP AND BOTTOM TYP TYPICAL UON UNLESS OTHERWISE NOTED VERT VERTICAL W/ WITH W/0 WITHOUT WP WORK POINT WWF WELD WIRE FABRIC I 111 -IR R C v I S Y 0 W 5 EOR CITY OF MGLAlI DArr OESCR//, I, CITY O F MIAMI CAPITAL IMPROP-EMCNTS PROGRAM SHEET CAPITAL IMPROVEMCNTS PROGRAM NO. ALEJANORO SALAS. P.E. PROJECT NAAIE Ono" C, No, GENERAL NOTES & ABBREVIATIONS N IAIR4 VIRGINIA KEY S -O01 T -Y -LIN INTERNATIONAL "°""°""" """"" KAYAK LAUNCH -D2 B-40584 SEAWALL i D O3 41PEN JOINT %1 EE TOOT f 7' O L I i � I OVER I PLATE ai I I I I I I 14}" TYP. I II I I i #5@6"O.C. I 7 IAS W/STD � HOOK EA END I I I e i I i II I I <2oi I I >xw i i - :. ....._....... :.........i.... -...J i I 14" PILES 3'-10" IDEK 70614 6'-6" PLAN VIEW N.T.S. EXTEND STRANDS W/ 17' HOOK A V/S/0#S EOR SCR/Pr/ON CITY OF MIAMI CAPITAL IMPROVEMENTS PROGII ALEJANORO SALAS, P.E. No. 24)89 T•Y•LIN INTERNATIONAL 'ICL-IIUN A -A N.T.S. BEVEL TOP E*EDOE11W."! 1 SLOPE AN OVER BOTTOMV,e" RAD1U5i/" COVER PLATE,/" B" LONG SLEEVE ANCHORSEE N NOTE: SLEEVE ANCHORS ARE REQUIRED AT THE TWO CONCRETE PLATFORM OUTSIDE CORNERS Or THE SIDEWALK COVER SECTION B -B PLATE. SPACE SLEEVE ANCHORS UNIFORMLY BETWEEN THE CORNER ANCHORS (6" CENTER N.T.S. MAK.) CITYOFM/AMI CAPITAL IMPROPEMENTS PROGRAM PROJECT NAME PROJECT No. VIRGINIA KEY B-40584 KAYAK LAUNCH -D2 ,.,1.1,, m s. r. vIll..,o., ,, a„ K.u4: Ra„u=11E ,.� .11111DW I .0 - IN N -6M 70614 TOP OT SEAWALL CONCRETE PLATFORM - SECTION & DETAILS SHEET NO. S-101 PLAN VIEW N.T.S. EXTEND STRANDS W/ 17' HOOK A V/S/0#S EOR SCR/Pr/ON CITY OF MIAMI CAPITAL IMPROVEMENTS PROGII ALEJANORO SALAS, P.E. No. 24)89 T•Y•LIN INTERNATIONAL 'ICL-IIUN A -A N.T.S. BEVEL TOP E*EDOE11W."! 1 SLOPE AN OVER BOTTOMV,e" RAD1U5i/" COVER PLATE,/" B" LONG SLEEVE ANCHORSEE N NOTE: SLEEVE ANCHORS ARE REQUIRED AT THE TWO CONCRETE PLATFORM OUTSIDE CORNERS Or THE SIDEWALK COVER SECTION B -B PLATE. SPACE SLEEVE ANCHORS UNIFORMLY BETWEEN THE CORNER ANCHORS (6" CENTER N.T.S. MAK.) CITYOFM/AMI CAPITAL IMPROPEMENTS PROGRAM PROJECT NAME PROJECT No. VIRGINIA KEY B-40584 KAYAK LAUNCH -D2 ,.,1.1,, m s. r. vIll..,o., ,, a„ K.u4: Ra„u=11E ,.� .11111DW I .0 - IN N -6M 70614 TOP OT SEAWALL CONCRETE PLATFORM - SECTION & DETAILS SHEET NO. S-101 70614 TOP OT SEAWALL CONCRETE PLATFORM - SECTION & DETAILS SHEET NO. S-101 OOLITIC LIMESTONE SLAB OVER CONCRETE EXI5TING BULKHEAD GRADE EXISTING ELEV. PROPOSED MOBI-MAT OR FOVAL AS APPROVED BY ENGINEER 30 SECTION A -A N.T.S PROPOSED MOSIMAT b-1.?' •10'1, — ' 0 PACTED CLEAN FILL G17' CLEAN Flr.l SECTION DETAIL I N.T.S SECTION 8-8 N.T.S OaTE Y REVISIONS UEscm,", ION DoLITIC �°�� CITY OF MIAMI l/'\\ CAPITAL IMPROVEMENTS PROGRAM I���,,,, , l ""' , . ul,l ,a, r ts, "°"' "' "° CITYOF MIAMI CAPITAL IMPROVEMENTS PROGRAM TYPICAL SHEET PILE SECTION Be°tnrr 1u1vev1OW—WONO—BIB COB EP P MI S TI - I N P el .It e, 3. 8.1019 SHEET NO. PROJECT NAME PROJECT No. LIMESTONE SLAB OVER CONCRETE BULKHEAD T D, FL W 70 GEOGRID OR OTHER DESIGN STRENGTH lFLW 35 PROP (RUSHED AD' OR FLW 551 LIVE i 'kl IIN II SHELL WALKWAY Le FLFV 4.50 NGVD PROP SPARTINA SP. T.O.W EL �S OO NOVO _____________ _ TOP OF SHEET STEEL PILE MNW EL �1 JI NGVD — — — — 8'-!E' SEEEXIST. FILTREXDX I! FILTEflSOXX f _ SPARTINA PLUGS OR OTHER PLANT MATERIAL FROM SEED OR FROM _ id imlw EL --UN NSVD A CUT EV57.15TEEL '. , CRIPPLE 501L ANCHOR 3 LIVE PLUGS B.0' 7 SHEET PILE TO MLW Q I EL. I3ds NGVD MIN DEPTH OR OTHER DEIAIL A ANCHOR STRENGTH AS PER ENGINEER EXISTING BAY BOTTOM FILTREXX —�--___ SEE SITE PLANS � — GEOGRIOELEV. 8.d —_--__ ______________ _11,99 .._ ELEV. Ii A9 13.5 ' STEEL SHEET PILE �iEXISTING 1 SEAWALL TO REMAIN SECTION 8-8 N.T.S OaTE Y REVISIONS UEscm,", ION IEOR ALEJANDRO SALAS. P.E. xo. JAJB9© T•Y•LIN INTERNATIONAL �°�� CITY OF MIAMI l/'\\ CAPITAL IMPROVEMENTS PROGRAM I���,,,, , l ""' , . ul,l ,a, r ts, "°"' "' "° CITYOF MIAMI CAPITAL IMPROVEMENTS PROGRAM TYPICAL SHEET PILE SECTION Be°tnrr 1u1vev1OW—WONO—BIB COB EP P MI S TI - I N P el .It e, 3. 8.1019 SHEET NO. PROJECT NAME PROJECT No. 5-501 VIRGINIA KEY KAYAK LAUNCH -D2 B-40584 FOerNrn:e. N.�551191.Ob Vir nrni.l Kev Jrme°r. STEEL SHEET PILE WALL, CANTILEVER DATA TABLE CONSTRUCTION INFORMATION DESIGN PARAMETERS iw Station zi vi .O+I SOIL WATER f MINIMUM • 0 l0 ELEVATION ELEVATION SECTION MODULUS MINIMUM h M V1 2 W R v FRONT OF BACK OF FRONT OF BACK OF 0WIft) REQUIRED MOMENT OF MINIMUM WALL TIP WALL TOP DESIGN LIVE A-571 (ksi) INERTIA ELEVATION ELEV. WALL WALL WALL WALL LOAD fY=50 ksi (Wlft) (ft) (ft) (ft) (ft) (R) (ft) (Psf) 26.7 50 30.25 4.25 -6.0 4.5 +1.00 NIA 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, Or. 50 (Fy = 50 KSI) OR EQUAL APPROVED. 4. THE SHEET PILE HEIGHT SHALL NOT EXCEED 12 INCHES. 5. ENVIRONMENTAL CLASSIFICATION 15 EXTREMELY AGGRESSIVE. 6. CONCRETE FOR CAST -IN-PLACE RETAINING WALL CAP SHAH COMPLY WITH THE REQUIREMENTS OF SECTION 346 OF THE FOOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION. JANUARY 2017 EDITION: AND SHALL BE CLASS V (SPECIAL) (F'C = 6000 PSI) WITH SILICA FUME, METAKAOLIN OR ULTRAFINE FLY ASH. 7 ALL SHEET PILE SHALL BE COATED PER SECTION 560-11 OF THE FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION. JANUARY 2017 EDITION. (41#5 BARS EO SPACE x5 U -BAR @ 1' " OC STIRRUPS @ 12' O.C. STEEL SHEET PILE PANELS EE wN m� e� e WALL ELEVATION PROFILE ea N� iw Station zi vi .O+I I+ 0 .�, rin 2+ P, f 0 l0 GROUND LINE h M V1 2 W R AT BACK OF WALL TO BE I' CHAMFER '�FIPACTfOJ FILL TOP OF WALL EL. +5.0' NGVD SHEET PILE WALL BULKHEAD TYPICAL SECTIO NTS - ecvrsJnros STIRRUPS @ 12' O.C. STEEL SHEET PILE PANELS EE wN m� e� e WALL ELEVATION PROFILE ea N� iw Station zi vi .O+I I+ 0 .�, rin 2+ P, f 0 l0 GROUND LINE AT BACK OF WALL TO BE [EXISTING ESCAVATED TO MEET PROP. TOP OF WALL EL. +5.0' NGVD TOP OF WALL ELEV - / I 5 4..1 W -2 20 -2 _.. �. ___ 25 OTTOM OF STEEL SHEET PILE WALL ELEV (-)30.25' NGVD -3 30 -3 35 - - nj V r') V ✓1 h M "f h ✓1 tV IV fV lV � - Y '1 M ✓1 � -0+100+000+100+200+30 0+40 0+50 O+W 04M0000+90 1+00 1+10 1+20 1+W 1+A0 1+00 1+60 1+Y0 1+W I+W 2+W 2+10 2+20 2+30 2+40 2+30 2+80 2+70 2+W 2+W SHEET PILE PROFILE_ ELEVATION - NTS N SHEETPILE PARTIAL ELEVATION EOR CYTYOFMIAMI CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM CAPITAL IMPROVEMCNTS PROGRAM ALEJANDRO SALAS. P.E. ..+•I PROJECT NAME PROJECT NI NO " "" / 1 VIRGINIA KEY T•Y-LIN INTERNATIONAL ms ,m -vu, uo .ws. ,.0 KAYAK LAUNCH -D2 8-40584 SHEET SHEET PILE DETAIL No. S-502 SHEET SHEET PILE DETAIL No. S-502