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Plans 1 W 1st St 2011 I II II 4 i I ATLANTIC BEACH VETERANS MEMORIAL PARK & AssociatedNewPlatform Sidewalks West 1 st-Street Atlantic Beach, FL 32233 DOCUMENTS CONSTRUCTION January 19, 2011 ARCHITECT VIA Concepts:. LLC 506 Third Street South Jacksonville Beach, FL 32.250 FL NO. AA26001354 FILE H VIEWED FOR CODE COMPLIANCE CITY Off" ATLANTIC BEACH SEE PERIlfiJTS FOR ADDITIONAL" OUI IVj-':;NTS AND CONDITIONS. 1 ;V� aD y: .� DATF _� F 7=- EBREVIATIONS LEGEND MATEROLS SYMBOLS LEGEND -� DRAWING INDEX _ ABVIATIONS WHEN USED 1N COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION .SHEET NUMBER DUIl DING SECTION AR.Tic ATLANTIC ` � PARTITION TAROTS AB ANcHOR �� A-1 O O SEC O D SAM INN •/ SHEET T TLE AACT IC Jar FA E� 1MlAGl �IE / � J-LA�J.j,l.l�COMPACTED SOIL- PLYWOOD I'ISSUE DATE REV/ REV.DATE BEACH ACT STKAL aYRIC IAF a ELEVATION MANS MNNIENWCE T&B TOP.k BOTTOM AD DRUM DAC awnwALEUSTOMERMAS N4mRAL TAG TACK B B GRDJVE sHo NUMBER 5 ' G-000 COVER SHEET VE TE IDX MAR a BEVATOR MAX MAXIMUM T.BD. TALK BOARD .33 -10.15.2010 - /PF YE FRu4m a00R C-001 DRAWING INDEX/GENERAL.NOTES k SYMBOLS/SITE LOCATOR MAP - MAX MANNER la TFIFPFIOFF A� R MOB METAL CMERHTEMPORARY � LETTER 0.,5.2010_ MEMORI kW INUM If1f11NG EAGR BNCNEFR TECH MECHAMCA ) Tdlff / �\i UNDISTURBED SOW; PARTICLE BOARD I)RAINNG REV90NENT ENTRANCE - AM DOED JON, n REE n A51(IIRM FOOM NAM ANn NIIMRFRC FLAGPOLE A"' OED EO EIECIRK:MUM AMR MANUFACTURER 1� THERM TOPOGRAPHY AEYSNMN NUI®ER CIVIL NR E PTA_ EIECIRCN PkEL MN MMMKK[ T STAT. TRE VISKIN OFFICE - RWM NAE 5 S C-1 SITE DEMOLmON PIAN PLAT AMA/NC ANNUNCIATOR EO EQUAIL MAN N TfifllSpN 4.3 C-2 SITE GEOMETRY AND GRADING PLAN .10.15.2010 - M. 5 PAM! EQUIP EWIPNONT AMSC 1WSaU.ANE0J5 IMP IYPYAL ` 000 RWMI NW11HR 10.15.2010- • ARM DOME .FITC ELECTRO WATER COOFR MM WUWETER iRTD 7IEAIEO Y. 5, 5' GYPSUM WALLBOARD � C-3 GENERAL NOTES AND DETAILS - ARa ARCHITECTURAL EfCHALT . EKGVA1g11 M0. MWNRY OPEWxc. TORR TUMAZZO D ;Y%' 00 SF - AREA 4 ASST ASSISTANT m EARA OT NOV MOVABLE 00 - aLTwANcr - SXQT NUMBER ...10.15.2010 - ASST TAVT EAST DOSING UC UNDER CABINET 00 - WALL:SECTION TARGETS - GRNr alto MON: ENP EIEINSATIL Mwow" FINISH DFOSED METAL UN UNEXCUNDER CABINET TIGHT S`DDDN DESIGNATION .FENCING(WITH POSTS) ARCHITECTURAL B/ OM1 a Exr D MEsoR i L MMU-UU0N �D - -UNFASHED - City of Atlantic Beach,FL BASEBAND, NOT :IffDiUY MNsm ------WATERPROOFING NORTH ARROW 4.. A-050 OVERALL PARK SITE PIAN - B00 Seminole Rood BBD BOARD F/ FAC.OF FSDMOARO UR 0. UININN.UNLESS NOTED OTIFAm' BITUMINOUS PAVING'..: 4 .10.15.2010- �J/^\\j \, - Atlantic Beach,FL 32233 MUM 3`TUMAKUS FA FIRE AAARM --R` �7C- A-400 FLAG POLE k PLATFORM AREA PLAN BmG BDNDB,G FB. FABRIN NORTHC MILRY ® A-{00 FLAG POLE h PLATFORM SITE SECTMXA,STA 3 PLATFTMM DETAILS .,0.15:2010 a B� FD FLOOR F.C. FOCI CONTROL MLC. NOT NW CONTRACT VAC VMINW NUS M401 AOA RAMP 10.152010 &KG BEOCKNC am MFOR FOUIl017gN Ip NIAIBFR WJ wa 814E SBFT k R -AA START DETAIL SECTX)NS 10.15.2010- COMPOSMON TILE J ON BENCH VARA rEG NTS. FARAW1 SCALE l M £N A - NORTH FS �^ - A�,,,,,,,,,, BBRICKOn011 Eft FIRE FD FLOdt LEVEL WENT VERTICAL - CONCRETE RIGID INSULATION J STRUCTURAL "'"""M .LEG SBRG R SEAR n+c FIE IM CABINET DV ON CENT V� V'5T�E GRAPHIC SCALE DETAIL SECTION TARCETS O - NA FMC .FIRE ilOSE Y/tYE CABINET °o °N VI.T. VERIFY N FFID ` FLOBLR GRAIN 506 Third Sheet South BOAR au TO FMIS FIAT OWAD VWkM*E SCREW OA. OUTSIDE DWEIER VOL VOLUME 0 8' 4' - SECTKN aSGNMpN S-IOD FLAG - - - OU'R BURT TO BIO( FA FIRE HDSE RACK OFD OVERFLOW DRAWN W VML IRE 2- POLE k PLATFORM FOUNDATION.PLAN 10.153010 - flUR. BMT-IR ROOFNG FIN FINISH � OFFICE VMC -Vw WALL COVERING 4 FD..� ® S-01 FLAG POLE k PIAIFaiM MEA PIAN _ JOCkSIXiRI Beach,t 32250 sTRUGOIu L sEcnorNs CAB Dow R. FLOOR OINK; OPENING W �r�OR OVERIM 4 .33 5--500 STRUCTURAL 10.iS.010 CB CATCH RISN FLER FLOGRE OPP OPPOSE w/ MINX TERRAZZO BATT INSULATION OVERFLOW DRAIN AND ROOF DRAIN UCTURAL GENERA.NOTES `/0.15.2010 - SiauCmRk CAD. �BOARD FLUOR FLWRESCEM p4.H .OPPOSITE HDD. wlo WITHOVr --- •' SCALE:1/4'-1•-0' - • CIENPLAS __ IS M000 RISE BEET NUMBER cc mM�t GIAvaT FxnM' -A �WOOD rte' PARDANTPAMG SUC ADDRESS WWD e WOOD an'T COLUMN SYMBOLS w PARTIA_I PLAN AND AI TAR Tc o.FRRaw aMaL `- Latitude 30 Engineering Nam - 10-8 Second Street South ORO OK cm1ANL IF WIDE FIRMS - %NI OR DETAIL ROOF ORIONORNN CL m. CORK envm M FACE OOTM�D a PL FLOE PL a FABRIC No "MMONT WATER \\\\\\ CENTai LINES DEmMRa Jocksonville Beach,FL 32250 CL CDaER WE R. FIN TIRE RADMTKN P.VAI. 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Aron oPErazs Tar xW tar DAKraMxNLY ImARo Ae ro K aAWCWO z Txc Mesas sxvL ff Pamxxn As slam MM ne,sAx lR slcrs B ML EXRRAR IwMmas wM ExILaoR EuoMn MLTx sxML K eERWDA a'ALLS OR POMOOk9 Mm 01X ANMB AGNMT MI IOII¢XT.WNL OR FDEIMIE{PF-RARp MWS OR GLfMS{WE MiPFi6 MWL Bf igp::0m.MD P,YMfD AWLS MOR➢UNBAeti G 001 ca,AAl AssuAx a>K Hua MM/OR LaEaMNm EOR nc oETMs. D[WMmr uslm A1n AFPRam. - - GENERAL NOTES. STORM WATER POLLUTION PREVENTION NOTES' (MAX.} BEIWF EN 1. BONEN CML ENGINEERING, INC. AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF SURVEY OR FOR DESIGN ERRORS OR 1 E%P, JOINTS OMISSIONS RESUL77NG FROM SURVEY INACCURAC!£S. I. THE ENVIRONMENTAL PROTECTION AGENCY/EPA)HAS ISSUED TO FLO;/�A /4 -.-- NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) GENE"'AL d/ EDGE W 1 2. PROTECT ALL SURVEY AND PROPERTY MONUMENTS AIVD BENCHMARKS. /F PERMIT FOR CERTAIN STORM WATER DISCHARGES THIS NPDES PRO. s2AAV d/4� EDGE / Alf R ST REQUIRES THAT!F THE MAGNITUDE OF CONSTRUCTION ACTIVITIES C011-RED A MONUMENT-0R BENCHMARK IS DISTURBED, THE CONTRACTOR SHALL BY THE GENERAL PERMIT ARE ABOVE CERTAIN THRESHOLDS THEN A STORM RUCTURE CONTRACT WITH AHE SURVEYOR OF RECORD FOR RELVSTAL(ATION. WATER POLLUTION PREVENTION PLAN(SWPPP IS REQUIRED. ALSO J. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANO INVOLVED ARE CERTAIN CERT/FICAT/ON, NOTIFICATION, INSPECTION ANO- SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO RECORD KEEPING ACTIVITIES IN ACCORDANCE WITH THE EPA PU8LICA'1'ON (STRUCTURE) ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS EPA 832-R-92-005 DATED SEPT, 1992 AND TITLED'STORM WATEK PROJECT PROTECT ALL STREETS, FENCES TREES TIL TIES ABOVE AND MANAGEMENT FOR COAISTRUC77ON ACTMbES - DEVELOPING POLLUTIC 1 1/2' NON-EXTRUDING UNDERGROUND,AND STRUCTURES THAT ARE TO S '11M REPAIR PREVENTION PLANS AND BEST MANAGEMENT PRACTICES'" IT IS 774E '?ES COMPACTED CONTRACTOR I CAUSED DAMAGE AT NO ADDITIONAL C0.'S7 TO THE OWNER. CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF THIS PROJECT RfOi ' THICKEN TO 1.5d JOINT FILLER AN NPDES APPLICATION AND REQUIRED CAT/ON AND, IF NECESSARY, PREF 'WITH SU�� CONTRACT/ON JO/NT 4. PERFORM ALL WORK INA SAFE MANNER, FOLLOW ALL SAFETY RULES AND THE E AND MAINTAIN THE REQUIRED DOCUMENTATION IN CO HE MI 1 H'/NTH IN 9d FROM EDGE GUIDELINES OF OSHA THE CONTRACTOR E WHOLLY RESPONSIBLE FOR THE EPA GUIDELINES AND CRITERIA. THIS PIAN INDICATES THE PF"OJECT 7YP/CAL EXPANSION JO/NT ANY INJURIES IV HIS EMPLOYEES, OTHER EMPLOYEES; INTRUDERS,AND ANY EROSION AND SEDIMENT CONTROL MEASURES REQUIRED FOR THIS Pf P DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RU S, N.T.S. CONTRACTION JOINTS - PROJECT. INCLUDE ALL COSTS ASSOCIATED WITH COWPCYING W77H O.SHA REGULATIONS AND WATER QUALITY GUIDELINES AND MAY NEED TO fN 'ALL d- 4' CONCRETE SIDEWALK 1/2e EXPANSION REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT IN THE CONTRACTORS ADDITIONAL CONTROLS. THESE MEASURES INCLUDED BUT ARE NOT Lr"JI FED ABUTTING STRUCTURE �TYP.} BID. TO THE FOLLOWING. NOTE: 5. VISIT THE JOB SITE AND RE ID. AVAILABLE GEOTECHNICAL INFORMATION 2. SUBMIT, ON BEHALF OF THE OWNER,A N077CE OF INTENT TO THE EFP4 LN d� 4 CONCRETE SIDEWALK TRANSVERSE CONTRACTION OR LONGITUDINAL BACK OF CURB PWITH THE NATURE RIOR TO PREPARING THE B/O, FOR((DQIF THE WORK AIID SITE NE PURPOSE Oc BECOMING FAMILIAR ACCORDANCE WITH THE CITY OF JACKSONVILLE DEVELOPMENT NG GROUNDWATER JOINT. SAWED a2 PRE-MOLDED, '�/ /� ��{ CONDITIONS), WHfCNAND MA�AFfECT�MENWORK170 BE PERFORMED ANID THE 3 COON TRUCT TEMPORARYSTAMP EROSION CONTROLCOVER ASSHEET. SHOWN ON THE DRAWIf GS 1 p/Cj'1L S/DEYYAL `'"' JOINT LAYOUT EQUlPMfNT, LABOR AND MATERIALS REQUIRED, FAILURE TO DO SO HILL NOT PRIOR TO BEGINNING GRADING OPERATIONS 1' 4' 1• N.T.S _ RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THE CONTRACT. THE PRICES ESTABLISHED FOR THE WORK TO BE COMPLETED 4. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROS/C`1 AND - WILL REFLECT ALL COSTS PERTAINING TO THE WORK. ANY CLAIMS FOR SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANSSIDEWALK NOTES- EXTRAS BASED ON SUBSTRATA OR GROUND WATER TABLE CONDITIONS WILL SPECIFICATIONS,AND THE ST, JOHNS RIVER WATER MANAGEMENT D/ST"}ICT 1. ALL WALKS SHALL BE 4 THICK, UG+u�SS OTHERWISE NOTED. NOT BE ALLOWED. PERMIT AND REGULATIONS. DEWATERING PUMPS SHALL NOT EXCEED�T THE TUMBLE BRICK 2• C�ITRACTION JOINTS SHALL BE SPnu�,ED AT OTHERWISE CAPACITY OF THAT WHICH REQUIRMANAGEMENT A CONSUMPTIVE USE PERMIT FRG,. STYLE PAVERS RIBBON CURB 1/2"--r• Or R INTERVALS FOR 2' AND 5' SIDEWALK;_ AND 6•_0» 8. INFORUATIONEXISTING AND UNDERGROUND UTILITIES HAVE BEEN SPOWN FROM THE BEST CA JOHNS F VER WATER MANAGEMENT CONSUMPTIVE INTERVALS FOR 6' SIDEWALKS, STRUCTURES,AVAILABLE" VERIFY THE LOCATION OF EXISTING UTILITIES, 11 3000 PSI CONCRETE �rd/4 STRUCTURES AND IMPROVEMENTS ABOVE AND BELOW GROUND/N THE 5. PERFORM ALL EXCAVATIONS AND EARTHWORK!N A MANNER 70 MINIAVEf IIIA// 11 3. CONTRACTION JOINTS St•tAI,L BE 1/%_� WIDE, 1- PEEP AND EDGED wrrN t/a�'R. PROJECT SLOE NOTIFY RESPECT ITIES UTILITY OWNERS AHD FIELD VERIFY WATER TURBIDITY AND POLLUTION. CONTROL AND REROUTE D/SCHARGy II 4. WHERE WALK IS PARALLEL AND ABtir� IDE,CONCURB, SEPARATE LOCATIONS OF ONSTR G UTILITIES AND OTHER IMPROVEMENTS PRIOR TO THROUGH HAY FILTERS, SILT CURTAINS AND SUMPS THE CON7T CTOR UD WITH i/2a EXPANSION JOINT. COMMENCING CONSTRUCTION. IF A DISCREPANCY A NOTED,R To THE IS RESPONSIBLE FOR THE PREV£NT70N, CORRECTION, CONTROL AND "• DOWER AND ENGINEER AND RESOLVE THE OISCREPANC'Y PRIOR TO ABATEMENT OF EROSION AND WATER POLLUTION IN ACCORDANCE WITH COMMENCING CONSTRUCTION, EXERCISE EXTREME CAUTION WHILE CHAPTER 17-J, FLORIDA ADMINISTRATIVE CODE. FOR ADDITIONAL III- "�•.':'�' S' WHERE WALK STRUCTURRf SE_ ARATE WITH 1/2" EXP, JOINT. •. WORKING NEAR EXISTING UTILITIES. VOR ALL GROVES.ALL DAMAGES MAD£TO INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO-FLORIDA _71I r -I I II ( I L •'"••' ''""' 6. ALL SIDEWALKS GREATER THAN IN yyIDTH SFW.L WIVE A EXISTING UTILITIES OR IMPROVEMENTS VERIFY ALLNAFEINVERTS AND DEVECOPMfT MANUAL -A GUIDE TO SOUND LAND AND WATER 1/Y NON-EXTRUDING I I�I �,�- LONdTUDINAL CONTRACTION JOINT 16v TIN ��� TYPE OF MAT£RWL OF EXISTING UTILITIES TO BE CONAI£CT£O T0. SUNSHINE MANAGEMENT'FROM THE STATE OF FLORIDA DEPARTMENT OF o - 16 STONE Y - #8 STONE II SIDEWALK. LONGITUDINAL CONTRAcCTfYVnsl SHRILL NOT BE 800 432-4770 ENVIRONMENTAL PROTECTION, CHAPTER 6. JOINT FILLER 95x DENSITY 95X DENSITY SPACED GREATER THAN 8•-d"• 7. COMPLY WITH ACL LOCAL" CODES, OBTAIN ALL PERMITS,AND PAY ALL FEES 6. PAY FOR ANY WATER OUALI7Y CONTROL WOLAT/ONS FROM ANY AGENC'. UNDER RIBBON 7. WHEN SIDEWALKS ABUT ROADWAY, E'v PRIOR TO BEGINNING WORK. THAT RESULTS IN FINES BEING ASSESSED TO THE OWNER BECAUSE Q,- THE ) TYP. EXPANS/ON JOINT WALK TO IN 3'-0", `""SERE THERE IS NO CURB. THICKEN B. FURNISH SHOP DRAWINGS TOALL ENGINEER COMPONENTS MATERIALS AND CONTRACTORS FAILURE 70 ELIUND NATE TURBID RUNOFF FROM LEAVING '4E 6, SLOPE THE SIDEWALKS 1/4" PER rV.%OT TRANSVERSELY UNLESS OTHERWISE NOTED. MANNER OF INSTALLATION FOR ALL COMPONENTS OF?HE PROTECT PRIOR SITEAND RAISING BACKGROUND LEVELS. PAVER WALKWAY DETAIL N.T.S. TO PURCHASE OF MATERIALS AND CONSTRUCI]ON. 7. REMOVE TEMPORARY SOIL EROSION PROWSIONS AND THE SOILS THEY d� 4 CONCRETE SIDEWALK 9. VERIFY AND PROTECT ALL EXISTING TREES AND NATURAL VECETAT(ON THAT COLLECT AFTER GRADED SOIL IS STABILIZED BY NEW VEGETATION ARE TO REMAIN UNDISTURBED. CLEAR&GRUB AREAS INDICATED FOR DISTURBED BY THIS ACTM7Y. N.T.S. CON57RUC770M AND REMOVE ALL ROOTS AND M/SCELUNEOUS VEGETATION ;HIT d- 4w CONCRETE SIDEWALK EXCEPT SPECIFIC TREES THAT SHALL BE PROTECTED FROM DAMAGE DURING 8• COMPLY WITH THE CONDITIONS OF THE ENV/RONM£NTAL RESOURCE P "/• CONSTRUCT/ON WITH THE USE OF TREE BARRIERS DO NOT OPERATE OR 9" BEST MANAGEMENT PRACTICES FOR STORMWATER RUNOFF INCLUDE BL' M STORE HEAVY EQUIPMENT, NOR HANDLE, NOR STORE AWTERIALS WITHIN THE ARE NOT LIMITED TO HAY BALES OR SILT FENCES, STILLING BASINS 5-0,AND DRIP LINES OF PROTECTED TREES OR OUTSIDE THE LIMITS OF GRADING. A SEED AND MULCH. LICENSED TREE SURGEON ILL BE REQUIRED SHOULD MINOR TRIMMING OF PRW OTECTED TREES B£NECESSARY, 10. SOURCE CONTROLS HILL INCLUDE ADDITIONAL MEASURES" PROWDE L x j£R 10.REVIEW AND ADHERE TO ALL PERMIT CONDITIONS AND REQUIREMENTS CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES. HANDL-` AND STIPULATED WITHIN PERMITS AND APPROVALS ISSUED BY ALL REGULATORY DISPOSE OF ALL FERTILIZERS FUELS, HYDROCARBONS, CHEMICALS ANL * Hili AGENCIES. THEIR CONTAINERS ACCORDING TO THE EPA's STANOARD PRACTICES AS ��� aaANGE SVFTY WIN wrRE I t.DISPOSE OF EXCESS MATERIAL/N A C£ , DETAILED BY THE MANUFACTURER ENSURE THAT LOADED HAUL TRUCK'•S .M/N TIE TO POSTS ARE.COVERED WITH TARPAULINS AND EXCESS SOILS ARE REMOVED FROM GAL MANNER OFF THE OWNER'S /// PROPERTY AT NO ADDITIONAL COST UNLESS OTHERWISE NOTED. THE TRAVEL LANES DAILY, KEEP BARE SOILS MOIST ENOUGH TO CONTROL WIND BORNE DUST. MANAGE SANITARY WASTE BY PORTABLE UN175 EXIST. /5 RLBAR POSTS 12 If IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE AS-BUILT' ACCORDING TO STATE REGULATIONS BY A LICENSED SANITARY WATER GRADE DRAWINGS FOR APPROVAL BY THE OWNER, AS-BUIL7"DRAWINGS TO THE MANAGEMENT CONTRACTOR" OWNER AND THE ST, JOHNS RIVER WATER MANAGEMENT'DISTRICT ARE REOUIRED TO BE SIGNED AND SEALED BY A FLORIDA h'ECISTERED LAND 11. ALL MEASURES INTENDED TO REDUCE TURBID DISCHARGE MUST BE 7N PLACE ' SURVEYOR. THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PRIOR TO DISTURBANCE OF.SOIL. POS TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PRUILT'DA FIEL LOCANT/ONS, CfRTlFlCATlON AND 12 MAINTAIN AND REPAIR EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECT`A SUBMITTAL OF ELECTRONIC DRAWINGS AS BUILT DRAWINGS SHALL BE REMOVE THEM UPON COMPLETION OF CONSTRUCTION" REPAIR ALL '+�N DETAIL PRONDED!N ELECTRONIC FORMAT. DAMAGED MEASURES WITHIN 24 HOURS OF THE OCCURRENCE. R£MOV AND SUBMIT COPIES OF ALL DENSITY TESTIDISPOSE OF DEBRIS AND SOIL COLLECTED BY BEST MANAGEMENT N,T,S 7J" NG REPORTS TO THE OWNER FOR PRACTICES. RECORD" PLACE TREE PROTECTION BARRIETR AROUND ALL TREES )3 INSPECT POLLUTION CONTROL MEASURES DAILY" MAINTAIN WRITTEN Post(Options:4'x 4'a I Optioro!Post Positions-prineipb Post Position SHOWN TO REMAIN WITHIN CONS-TRUCFON AREAS 14.DIMENSIONS ARE TO THE EDGE OF PAVEMENT, EDGE Of'CONCRETE, OR TO DOCUMENTATION OF INSPECTIONS WEEKLY,AND W17HIN 14 HOURS OF . 3"Min"Olo. Wood: Steel (Canted 20• Toward Flow) FACE OF BUILDING, UNLESS OTHERWISE NOTED. RAINFALL EVENT IN EXCESS OF 0.5 CAL 1.33 Loss/Ft.Min,) 6.Max Fifter Fabric(In Conformance With 15.SEED AND MULCH ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. 14. CONTROL ALL WATER DISCHARGES NOT ASSOCIATED WITH STORM EVENT: .985 FOOT Spec.) A1AlNTA/N NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTING AND THESE INCLUDE DISCHARGES FROM DEWATERING ACTIV/T!£S AND UTILITY to �-_Fdter Fabric EROSION HAVE OCCURRED. DO N07 0lSTURB PROTEWHE TREES OR LINE FLUSHING. i WETLANDS AREAS UNLESS OTHERWISE DIRECTED. In 4;7;7ff Silt t�Flow _ 16.REPORT DISCOVERY OF SUBSURFACE CONDITIONS DURING CONSTRUCTION EROS/ON CONTROL NOTES' WHICH DEVIATE FROM THE DATA OBTAINED WITHIN THE GEOTECHNICAL - GEOTECXPLORATlON REPORT TO THE ENGINEER FOR TES(44 REFER TO 1, 57ABILIZE ALL DISTURBED AREAS AND FILL SLOPES WITHIN 48 HOURS GEOTECHNICAL REPORTS BY ECUS AND ASSOCIATES(E@A,/3492-0001) COMPLETION OF WORK MAINTAIN NEWLY GRADED AREAS AND REPAIR - DATED AUGUST 20, 2010 FOR SITE CONDITIONS' THOSE AREAS WHERE SETTLING AND EROSION HAVE.00CURRED. ELEVATION SECTION 17"COORDINATE WITH THE OWNER FOR MAINTENANCE OF TF'AFF(C, METHOD OF CONSTRUCTION AND REPAIR" PROVIDE ACCESS 70 ALL EXISTING FACILITIES 2. PREVEN ALL EROSION AND TAKE WHATEVER MEANS NECESSARY TO \ - LOCATED WITHIN PROJECT LIMITS AT ALL TIMES. PREVENT THE EROSION OF AND DEPOSIT OF SEDIMENT ON ADJACENT J ,'O TYPE III SILT FENCE - - DOWNSTREAM PROPERTIES. IMPLEMENT AND PROVIDE SUITABLE EROSJC ' Type m or type N CONTROL MEASURES(LE. SEDIMENTATION BARRIERS, HAY RACES S/LTAT JN Fl°� Silt Fence ' GRAD/NG Bt DRAINAGE NOTES: CURTAINS TEMPORARY DETENTION STILLING BASINS, ETC.) TO ENSURE ''Lf ��--� - CONTROL OF STORMWATER RUNOFF. Type!11 O/Type IV SN Fence Protection J. INSTALL TURBIDITY 34RRIERS AT ALL LOCATIONS WHERE THE POSSlBILIP''OF Poultry Mesh(20.Go.Min.) Around titch Bottom Inlets. 7. PERFORM CLEARING AND STRIPPING OF TOPSOIL ST LEAST THREE FEET TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY Or Type a F e Fabric Do not deplay in o;numwr that sim fences wig act as a dam across pwr...,..,n BEYOND THE PERIMETER OF THE PAVEMENT AREAS GRADE THE PERIMETER EXISTS. MAINTAIN TURBIDITY BARRIERS 1N PLACE AT ALL LOCATIONS UT'?I.LL (Index Na 452 d:Sec,g85 woteroovroes. Siff fences ore to be used ofturbiditye t gowmg AREAS AS REQUIRED TO PROVIDE POSITIVE SURFACE WAFER RUNOFF. ,�A$ upland locations and `arriers CONSTRUCTION IS COMPLETED, SOILS ARE STABILIZED AND VECETA770M FOOT Span) used at pamwnent bodies of water. 2. NEW SPOT ELEVATIONS AND NEW CONTOURS REPRESENT FINISHED GRADE BEEN ESTABLISHED. Past(Options:4'x 4'Or AND IOP OF PAVEMENT. 11 4. SEED AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT .r Mi Die" Wood: Steal Optional Post positions Principfe Post Position NOTICE, 7 i"33 Lbs/Ft"Min.) 10'Mox" -~i `I"' (Canted 20' Towonl Flow) COMPONENTS OF TYPES I 8 TYPE I I MAY f Sig Fbw ANTICIPATED TO B£DRESSED AND RECEIVE FINAL GRASSING TREATMENT_ �` Filter Fbric(In $ 7 Sitt Fkw 3" VERIFY EXISTING HE ARCONS AND BENCHMARKS PRIOR 70 BEGINNING WITHIN THIRTY DAYS WITH A QUICK GROWING GRASS SPECIES WHICH W -" Poultry Mesh Or BE SIMILAR OR IDENTICAL TO PROPRIETARY WORK NOTIFY THE ARCHITECT//ENGINEER IN THE EVENT OF ANY PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANP 0- o Contormonce W.'th f DESIGNS. ANY INFRINGEMENT ON THE G� DISCREPANCIES AND/OR ERRO/2S OR 1F PROBLEMS ARE ENCOUNTERED ENSURE THAT THE SPECIES WILL NOT COMPETE WITH PROPOSED Sac.985 FDOT Spec.) > `•w'- DURING CONSTR(1C AIN• PERMANENT GRASS/NG. SEED AT A RATE OF 30 I.S. PER ACRE. APl ,Y AN 4. "+ r) / Fdter Fabric PROPRIETARY RIGHTS!>F THE DESIGNER -..� ADDITIONAL 2 INCHES OF MULCHING 70 SLOPES IN EXCESS OF 6:1. ._HES" $ a / r'� SHALL BE THE SOLE RESPONSIBILITY OF ____;-c-- 4. FINISH GRADE OF ALL PAVED AREAS SHALL BE A MINIMUM T OF i INCH ABOVE MULCHING INTO THE SOIL OF THE SEEDED AREAS TO A DEPTH OF 4 ff"- Sg�-Flow THE USER. HE SOLE RESPONSIBILITY TIONS FOR TYPES 70P OF ADJACENT 500 UNLESS OTHfRWlSE SHOWN ON THE PLANS S STOCKPILE EXCAVATED MATERIAL!N A MANNER THAT PREVENTS DIRECT I AND 11 SHALL BE AS APPROVED BY Frp=:N &It Fence Type m Sgt Fella 5. REMOVE ANY S FROM THE MATERIAL ENCOUNTERED AND EXCESS SUITABLE RUNOFF INTO THE ADJACENT WATER BODY. THE ENGINEER. FILL MATERIALS FROM THE SITE.UNS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TU REMOVAL OF ALL UNSU?ASCE MATERIAL AND FEPtACfMENT WITH 6" PROTECT INLETS AND CATCH 84S/NS FROM SEDIMENT LADEN RUNOFF U>"'LTIL Not® S irl9 for Type m k TYPE N Fence to De in STRUCTURAL FILL. THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY ELEVATION SECTION 6. USE DIMENSIONS 70 THE MAXIMUM EXTENT POSSIBLE. .SCALE DRAWINGS CONTRIBUTE SEDIMENT TO THE INLET PLACE FILTER FABRIC BETWEEN "HE accordance with Cham 1,Sheat 1 f 4 FDOT Ir d- No" 102 and ditch n tolbtians at dra-9e structures FOR REFERENCE ONLY. INLET GRATES AND FRAMES AS A TEMPORARY PROTECT/ON MEASURE Ui,,Rt Note.• Sig Fence to be paid for waver the contract lump sum price lar Erosion and Sediment Cont.l. Sheet 2 of 3,FOOT Index No. 102. FINAL SURFACING IS COMPLETE. 7. CUT AND FILL SLOPES ARE NOT TO EXCEED 4:1 UNLESS OTHERWISE NOTED, 7" ENSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC.,ARE CLEANED D'JT TYPE IV SILT FENCE .; 8" UNLESS OTHERWISE NOTED ELSEWHERE IN THE PLANS AND SPEC/FICATTONS ALL AMC WORKING PROPERLY AT ALL TIMES AND THE STRUCTURE SHALL BE SILT FENCE APPLIC�•-, IONS GRADED AREAS SHOULD BE COMPACTED TO AT LEAST 9:ix MODIFIED PROCTOR INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS, AS NEEDED, SH"'-L SILT FENCE TYPE III ' IV MAXIMUM DRY DENSITY(ASTM D 1557) WHEN THE MATEITWL IS WHIN 2S OF BE MADE IMMEDIATELY. THE OPTIMUM MOISTURE CONTENT. T ETECpalRetlp4 4 RESP015 ,E FOR App t'arG FSRµQ 9. ALL FILL MATERIAL ON SITE SHALL 8£A-3 SAND. fXtTARtwG AN dIPPR'OIIEO STORMRAiCR POLLUTgN PRt1ENMN/PVA (D-908) N..T.S.TS, No. 6Y sYMBa. aEYlisaHs D • ENma1EER CJ. W11VLLC� LAV, CnY OF '� - DRAM S�: Dem. PROJECT LA0. LA0. SHEETS DA/E: aa,s aa,e ATLANTIC BEACH VE°g TRANS MEMORIAL PARK Z DRECKTP fh': iLORIW RE4l51RATpN LA0, JacksonviIleFlo naa 32216-3885 `�,aL%t3��� t( ` DATE_ $T{EE7 td0. A' ��' FlarioatPreie;?a o9 E 9;�ee., NOTES AND DETAILS - PHASE 1B rause Na.a000esao SCALE: AS NOTED DRAWING LA0. - - C-3 Y: PR^EJECTS 09-004 E VET PARK PAVILION 09-004-CO3.DGN ATLANTIC BEACH VETERANS SINGLETON MOBILE HOME PARK MEMORIAL PARK / FLAG & PLATFORM E City of Atlantic Beal.FL 8�Seminole Rood Atlantic Beach,FL 32233 NA Concepts, WEST iStSTREET 506 Thirdrta tSc \ % d Street South Jacksonville Beach,FL 32250 1 Latitude 30 Engineering Jacksonvillec8eochtreeet Southh �l 112W - FUTURE PLAYGROUND AREA l FUTURE GREAT LAWN _ ffi PARK AREA � // / 3 / =�-Y.F Nor - `l� 04%1E 71111 O v _ / Q` 1 N0. REVISION/ISSUE DATE - FUTURE VETERANS 1 GARDEN �J�� 1 , LOCATIONOF NEW FLAGPOLE PLATFORMAREA— . �pQ`' 0 OVERALL PARK (� SEE A-200 FOR DETAILS Q� - SITE PLAN -'- CONSTRUCTION ---------1----`'^ — DOCUMENTS .00091215 RO A5 SNOAN 70/15/200 ROJ.ND. DYM BY SCALE DATE "- _ - ATLANTIC BOULEVARD by A-050 OVERALL PARK SITE PLAN ATLANTIC BEACH VETERANS A-40 MEMORIAL PARK FLAGPOLE, BASE, & EXISTING BUILDING- r —� PLATFORM ALMOST HOME I I - - - (BEACHES I I'. avoir I � I City of Atlantic Beady FL L_ _ 800 Seminole Rood 3' 1° Atlantic Beach,FL 32233 CU AIR 3'-2 GREAT LAWN 1 I ADA P RAMP UP 1 ,-2. 1 NA Concepts,LLC PROPERLY LINE : I ! 2. 506 Third Street South b Jacksonville Beach,FL 32250 3 : 1 1 SHRUB - I-..�. tPLANTINGPLANTINGPitNG BED 1 A-400 smucueri 1 L - Latitude 30 Engineering ti 1510—B Second Street South Jacksonville Beach,FL 32250 I .i I _ artlAm,.<waa�uo�n xa aea>n i : III RUB LANTING BED 4. to t PLARTpFCO^RM} e /' .r Nom. N" • "'. .�� 1 �,•��•• L /f f ,✓% SHRUB / STAIf3 'I PLANTING BED STAIR UP ` , ... �..--'� STAIR UP. IA� 1 - : STAIR UP .s:i. .'• ——— K, POURED IN c T. PLACE CONCRETE j t0_c1. SHRUB/ TAIRS: co PUNTING BED NO. REMSION ASSUE DATE FJTURE 3 a 3. 3. 20'-0" VETERANS r. FLAG POLE GARDEN BR K & POL 8c PLATFORM HE 100 AREA PLAN - COLOR TO BE _SELEC BY OWNER. STAIR UP STAIR UP BRICK SAILOR - - COURSE lYP ®COLLI :. FLAGPOLE tt UN CONSTRUCTION U DOCUMENTS - NCRETE RASE - 00091215 %.0 AS"M 10/15/2070 PROJ.N0. DWN BY. SCALE DATE _ N A A-200 FLAGPOLE & PLATFORM AREA PLAN A-200 SCALE:1/4'=V-0" '.. ATLANTIC BEACH VETERANS MEMORIAL PARK FLAGPOLE, BASE, & PLATFORM City of Atlantic Beach,FL - 800 Seminole Rood Atlantic Beach,FL 32233 Aitufltrcr __ NA Concepts,LLC 506 Third Street South Jacksonville Beach,FL 32250 R Na AA150elael I Latitude 30 Engineering 1510—B Second Street South JacksmOle Beach,FL 32250 x xa.sena c.nm.�,.eI wamn,suo,n..aeew AD'ORAMP STAB 1 7 J)'Mk CLEAR ANODIZED - ALUMINUM Poll PALING - SYSIEM .-.. 3-5" i\ 1'-0" 1 Xi'DIA CLEAR ANOD0 4•REINFORCE;CONCRETE SLAB ALUMINUM PIPE PALING REINON CLEAN C COMPACTED FILL- J' y, .SYSTEM ANCHORED INTO POURED M PLACE sI SEf STRUCTURAL CONCf�TE.SiAW SYSTEM MM CURB CONCRETE RAAP o. 9 s, COMP - uEDON CLEW - _ I OF SHRUB%AIJiER STRUCTURAL fill.-SEE T'a -. 1/• t 1 1'-0" --?--- --F.N:fLAD BASE/PLATFORM LE4El _ — SHRUB PLANDBG BED MRH I 1 �.ELEV:2'-0" RRomEINFORCED CONCRETE I I=-I ' a Yt'RADIUS NOSING I POURED IN PLACE _r �.� = Ii- 4•� - -�E A� •• , - f .-111-111— I• A� e. STRUCTURAL - tD'P•) RETE POURm IN PLACE _ I_--11_1 — . �'^_=Hf ._ 1'. 1 11a. -POCH -.- - iC,RADE EOEMNJ( _ -- �� •. . _05 _ . : _—I L 111 11 LL .,--_ +'. .. -�I-11 I-1 I I—I l I—I I i � L��• .'� I! i I :: �,. ; , � _ _ _— _� ��� -���—��-�_- _--_— — I -- _ — __—_-- � , _ 111 J11 LLL_�ff11 L{ISL - ;,. III—III-- 111—i III T L E-111-1 I I-1 I I—) I—r 11=1 1 1-I 1 1_I L 1_111-1 11-1 I Ii-1 1 I=I 1 i=III=1 I ISI Ir 11 - -=IIR, - 1 I III-1 I L LII 111--1 I I—1 I I- -1 I I—III-1 I t-1 L 1-1 I I-1 I—I I—I I—I f l-1 I L I I r. zx a ADA RAMP CROS] SECTIONI L I I II I II I LI l 11-1 A-401 SCALE:3/4"-1'-0` ��� PLATFORM STAIR DETAIL SECTION A-407 SCALE:3/4`=1'-0` 24'-0" 1 ice_-a- ADA RAMP 7NO. REIASIO.N/ISSUE DATE 102 OW CLEAR ANODIZED ALUMaNU,I PIPE RILING SANMED INTO - CONYSTEMCRETE RAMP CURB C� ADA RAMP & 4`POURED IN PLACE ---- -- - CONREIE CURB �',1NFORCEO CONCRETE ILL PLATFORM r — _ STAIR DETAIL PUTFORM"LEVEL • E1LV . _ O } ,, , 11 .c s ..., _. I WAL k"`INA REINFORCED CMU -'•" = � � �- SECTIONS — — _ — — III—III—Ia I_I I 1111-1I I_ — — f fdA Fpo SNCRETE -r-�.--.� -`� �:: ..::,- -_—'L- I I-1 I 1 _ -SEE STRUCTURAL i L I III—i a 1-11 I-1 I I-1 I I-11 i—III— — PDDRm, N PLACE -, — — GRADE �SIDEWALK _ III III-11 I—III-11 I I -i i I-11 I—III-1 I I- _ — — — — L I II I I 1-11 I—L I I-1 I I— — - - — — ,_ _ 111 111-111-111=1.11-111= — 111 111-111—III-111=111= -- — : ::. CONSTRUCTION III 11,1—III—III=I :c — — _ — - - — 111 III-I aJ=l a = — �— -- �— _ — — II- DOCUMENTS III 111-111--I III-1I11—IJ 1=i 11=I 11 —i 11 �1�-111 1 1 l— =1i=1.11-=1�I=11a=a I I=1 a 1= - — 1.11 . .111=11 I-=I 11=1 _ - -111-11 _ — — I I II 111=111=1 11=111= � — — — — — 11 Ili I 1 a 111=111=1 a 1= — — 1:; III III III — — — — _ -- — 111 1II— , � I .1J-1--_IZ4gz -- _ — — _ _ — — Ill i 11—III—a 1 ��: —_— — zts P� As �N tons/�m0 i i I III I i I III I l i i i I-III —III—III— III �� I�i11_ —i��-11�_- �=I�I-11=-1 �=1-I I-- _ _ I—I I a-1 POJ.N0. D�N BY SCALE DAF —��-1=11-�= . -. 111-1 I—I=III=111= . .III. III I l i-I I i-i I I-III-1 I I-1 I I-III-1 I I-111--i I I=1 I I=1 I I=1 i 1=111=1 i 1=1 I I=1 I I-1 I I=1 I I-1 I i-1 �1 ADA RAMP LONGITUDINAL SECTION A-401 I I ATLANTIC 4"RDNFORCEA CONCRETE - P. AM^ BEACH SLAB ON GLENN 8 AREA COMPACTED FILL—SEEri 0 11VETERANS ' - FUDG POLE ------------ ----- --------------------------- ---. -- --- ---- STRUCTURAL. 4, UE TE R A N S T�D . --------- -------- --------- ---------- ------- --------- ---------- TOOFLATORM CURB - ----- ----- ---_ MEMORIAL PARK PLATFORM LEVEL ——— FLAGPOLE, BASE, & EMW •L B"NOMRUL REINFORCED _ PLATFORM - CW SEEM WALL-SEE STRUCTURAL i SHRUB PUNTING BED WITH y I—I I I -1I I cunt ROW CONCRETE BORDER r;I I CONCRETE IN PLACE SIDEWALK I I I—) I I—I I City or Ationtk Beach,FL ORAE LEVEL800 Seminole Rood I ) I 'Fl ETEV O '.. 1I�IR R Atlantic Beach,FL 32233 •��� �� '—I--1-1 ,. .Aatiacr r! I t NA Concepts LLC --- I I —�I ----— 111-11 DAG sUPPUED BY _ —`— OTHE� a 1 — ————— —� Jacksonville Third Street South docksanvile Beach,FL 32250 Nu A.zsomx. 3 PLATFORMSTEM WALL DETAIL A-400 SCALE:3/4"=t'-0' Latitude 3D En,�neermg 1510 8 Second Street South JacksonAle Beach,FL 32250 - GROUND SET TAPERED c.nnmu a ww"'�a'aneena w zeen. ALUMINUM FLAGPOLE SYSTEM BY OTHERS. - ALUMINUM FLAGPOLE FLASH COLLAR BY OTHERS BRICK PAVER SYSTEM ON Y COMPACTED SAND SETTING - BED. .FLAGPOLE FLOOD LIGHTING I ON POURED IN PUCE —� AOSE - CONCRETE 845E(9EYONO) - 6IX POURED IN PLACE CONRET 100 BORDER k A110N JOINTBRICK PAVER SYSTEM ON 2' - , COMPACTED SART SETTING BED. PAVER MDR& PATTERN TO BE SEEM BY OWNER. t TOP OF PLATFORM CURB 10. FLAG BASE/PLATFORM LEVEL X7 RADIUS NOSING P O U R E D,RPUCE N REINFORCE,CONCRETE STAR SYSTEM -ME STRUCTURAL -ITF-TFF- POUREID IN PLACE CONCRETE — _ - - - - I y F I-111-111 111-111—I I I I GRADE LEVEL H=—. H1-1 1 11=H f I�I�-1�=I-1��1— �IdstAgTt 2 FLAG POLE BASE STAIR DETAIL I — I NO. REVISION/ISSUE DATE ALUMINUM FLAGPOLE I ` SYSTEM o; m - FLAG POLE t & PLATFORM AMRAMV - SITE SECTION BEYONDSYSTEM REFER TODETAILS ON A-401 STAIR & REINFORCED CONCRETE F�G:'�EE I A� CONCRETE PLATFORM � PLATFORM STAIR SYSTEM AND 100 AREA PLATFORM ; PAYER 845E-SEE 3. 10, DETAILS _--------_ ------ I • A-400 *CONCRETEG -- DETAILS ELF/.2-67 FLAG BASE/PLATFORM LEVEL'-, , , _ - FLEv�2'-0' ---- ----- --- --T— -- — --------------------- ----------------------------------- GRADE --- — --------- --- ---- GRADfi LEVE]. `------ ----- ----- - . v cN�Gvo'°LN.ono s i ,., ... C TION ,.:... CDOC ME I-- 7WO91215 - PLO AS SHaIN ROJ.NO-EM BY SCALE DATE A-400 FLAG A-40D SCALE:1/4'=7'-0' I. I i I B EXISPNG KE�TBALL COURT"-'" ` " feet / 19. ' +\ wELL HEADPROTECT EXlS'- ---- --- ---- FROM DAMAGE,moisR/NG COffSTAUCTIOV .0 , \` / —- METER - ��. N - I n (ECEC.) ASSEMBLY - \ -- ' _ I 0 � PHASE O/rVE /; i` - (� l( �:- _ \ CONSTRUCT/ 1 !- rn---- r �• PNCE ` 0 6 _ 6',C.L. FE,NCE I __ v� ��. , 1 Y, CO - �1=-© - --------- ('45.73' 09-0251' E -' \ \ r '`!' LO a- REMOVE FXJ,5TING PAVERS AND\R&PLACE-WITH —" — \�• — —_ _"_ _ , ADA/TACTILE'PAVER BY wH1TACRE—GREER , (OR APPROVED OTHER)-, - - - �` . __ wauauw' I-_ �,, ` 1 i i.-., /, r r i+ - rLi�i1-_ _ _ - /.r\/•'� Gam'::: _ ----------- --- 4-- ------- -=- — r `+ PHASE ONE. fF -- �CONSTRUCT/ N -M.4---- n + \ iib EXISTING FLAG POf�E BASE ELEV. 14.0 a n G Q civ` Q r' - - ,,F� ,4 SEE ARCHfs'TECTURAL PLANS FOR a- Q PAVILION L NS. 6 a�lt00D FENCE ®IYDUT AND DIMENSIONS. 10 CL c Er Q Q / EXISTING SIDEWALK ELEV. 12.0 - _ - GRADING PLAN -ww eri DESIGN EKWEER CITY OF PROJECT NO. BowenCivEnC, ATLANTIC BEACH VETERANS MEMORIAL PARK NO. BY SYMBOL REVISIONS sr+EEr No. ATE. DATE: GEOMETRY AND GRADING PLAN PHASE 1 B a- ED 6f: FLORIDA REQSIRA71lW.NO. J k w.Fl a 3zzts-saes c y ��ff�� 0 DRAWING NO. ^Z�Y�� DfylY[711. SCALE: AS NOTED C-2 Fl D Pro/ renal E a�.�.e no:0000a�ao Y•\PROJECTS-09-004 E YETPARK PANLION 09-004_CO2.DGN I i 0 5 20 EXISTING BASKET-t'ALL COURT ." Feet a O ® d NEW UNDERGROUND ELECTRIC wW J m a INSTALL BARRIER TO j a. :2 : PROTECT EXISTING WELL HEAD PROTECT TREES J (.0 �< ti DAMAGE DURING CONSTRUCTION RELOCATE BENCH AS DIRECTED a • BY CITY OF ATLANTIC BEACH Q a • I a_ NEW METER (ELEC.) ASSEMBLYd 6' C.L. FENCE °' V PHASE ONE-B CL CONSTRUCTION w 6' C.L. FENCE U) H.Y J • oa ` Y Q ® za d J � O a NEWLY RELOCATED BENC-v in d 00 4 I Y O o TL PHASE ONE-A ` aONSTRUCTION Q O a a Y a_ O a 03_ O 00 N • -i� •a GP a-j a_ Y a d a J O a _ 0 _J •j r' • a • 0- a 00 5 C�. 6' WOOD FENCE V) (.0DEMOLITION NOTES: a :2SR\ a- a 1. ALL DEMOLISHED MATERALS WILL BECOME THE PROPERTY OF THE - r• `Q _ • • CONTRACTOR UNLESS OTHERWISE DESIGNATED. DISPOSE OF DEMOLISHED MATERMLS OFF THE OWNER'S PROPERTY IN A LEGAL MANNER. LIMEROCK a-< d In Y 00 MAY BE STOCKPILED FOR REUSE UPON ENGINEER'S APPROVAL. J� ^ Q 2. USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS NECESSARY TO• d Q �' O CONTROL DUST AND DIRT CAUSED BY THE DEMOLITION WORK r' DEMOLITM PLAN NO. BY DA SYMBOL REVISIONS GESICNER: GE51CN FJ+CHNEER LVRVllCid EIlgltb lll�. MY Ur N0' SHEETS GI:A�,�• _ PRaecr No. ATLANTIC BEACH VETERANS MEMORIAL PARK MiE: °ops Cale •4v°y.4ai(e Ga DATE: EEE-TN0. 2 CHECKED LF: nGRIGA REGISTRA110N N0. J9tke9nr,Ile FlOAdu 322t6-3885 - poor>3_0090 o DEMOLITION PLAN PHASE I B DNo. DATE: Flora° °I Engineers° SCALE: AS NOTED _ 0.000006900 � - - Y: PROJECTS 09-004 E VET PARK PAVILION 09-004-COtDGN ATLANTIC BEACH VETERANS MEMORIAL PARK FLAGPOLE, BASE, & PLATFORM 4'--0' City of Ai e&BeaA FL B00 Seminole Road Atlantic Beach,FL 32233 TYPICAL FOUNDATIC!N PLAN NOTES I I I I : ( I I ( exnnrcr ' 1. BEARING SOILS BELOW CONCRETE FOOTINGS TINNGS GS SHAIED srIASHALLBE PROCTOR I I I I MA corimts,U.0 COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY. I I I I o TThird Street South 2, TOP OF FOOTING EUYATIOT SHA�L'—BE AT LEAST 8'BELOW Jacksonville 32250 ab A�zeomxs� FINISH GRADE 3. 8'CMU WALLS SHO.BE.REkIFt'"`' 0 WI1F1 '�'BAR \ AT 4'—D'ON CENTER MAXIMUM p RD AT EACH END A CORNER. I I \ K FTU All CELLS sou0 wI1H 3000,P51 CONCRETE GROUT. I I I L raude 30 En9h�9 COORDINATE LOCATION OF MASC1Mv..,Y WALLS WITH ARCH(TECTUM 3 DRAWINGS AND DaSrox SITE .<DRIDNS. n 8 Second Street South 4. Flu MATERIAL BELOW CONCRETE rO011NG5 AND SLAB ON GRADE - 5-200 I. I r mvBe Beach,FL 32250 SFIAl1 CONSIST OF MRORCAMBC,N, �•GRANULAR GRADE - \ es xa sena SHALLCONTAON NG LESS 7FW N MATLT'�PASSING THE NO.200 * MESH Sl1YE.PLACE PILL IN LIFTS",OF 8 04CFES OR LESS AW COMPACT TO AT LEAST 9571 OF`,-a MODIFIED PROCTOR MAXIMUM MY DRY DENSITY. 5. ALUMINUM MATERIALS SHALL NOT BE W DIRECT CONTACT WITH - CONCRETE OR DISSIMILAR METALS,° I / I COMPACTED FILL \\ \\ B•CMU WALL I' J \ \ CO CRS FOOTING \ CMENTE ED sELOw WALLS 9•-r I i �� \ 2 — � a s-zaD \ L e \ m \ ----------- 0 ALUMINUM FLAG POLE I M SYSTEM BY OTHERS I 10 N0. RENSION/ISSUE DATE FOUNDATION SYSTEM FLAG POLE I BY FIAG POLE MANUFACTURER & PLATFORM FOUNDATION PLAN S-200 CONSTRUCTION DOCUMENTS A ID RO�J.NO. OWN 8Y SCAS ALL 10DDATOWN E S-100 FLAG POLE & PLATFORM AREA FOUNDATION PLAN SCALE: 1/4' i'-0' ATLANTIC BEACH VETERANS MEMORIAL PARK FLAGPOLE, BASE, & 4 PLATFORM 5-200 aiort TURNDOWN.EDGE cdy of Atlantic BeDaX,FL 800 Seminole Road LAtlantic Beach,FL 32233 TYPICAL PLATFORM P� AN NOTES �I t. BEARING SOILS BELOW CONCRETE RALSTAIRS,AND SUBS J SHALL BE COMPACTED TO AT LEAST 9 "x3 OF THE MODIFIED I 1; VIA CaKepts.LLC PROCTOR MAXIMUM DRY DENSITY. i 1` 506 Third Street South I I. 2. FILL MATERIAL BELOW CONCRETE _._� GTAHULAR L i I' CONCRETE CURB JacksonW'Ne Beach,FL 32250 SHALL CONSIST OF INORGANIC.NON-P'PASSING THE NO.200 I: uvomsse li CONTAINING LESS 7WW TOIL MATERAL„.:.INCHES OR LESS AND MESH SEVH.PLACE FILL IN LFlS OF w�DIFlED PROCTOR COMPACT TO AT LEAST 95S OF THE C.. MAXIMUM DRY DENSITY. laNdlde 30 Eingin 3. AWMINUM MATEINWS SHALL NOT BE t,. DIRECT CONTACT WITH 3. I `CONCRETE SIDEWALK CONCRETE OR DISSIMILAR METALS. s_ I ;�. (SEE ARCH) - t5t0-B Second Street South RAMP 1 JacksmyMe Beach,FL 32250 5. COORDRMTE CONCTtELE SLAB FIEVAT�'l NP AND .. I... ec ew sena DRAINAGE SLOPES WITH ARCHILECTURti, c..aa.n.a w��aanm as ueoi 1- 6. ODORDINATE RISER HEIGHT AND TRFA9 LENGTH OF STAIRS WITH - .1 ARCCHnECTURAL DRAWINGS. 1 SHRUB NO\ 1 B® SEE ARCH 1J. - I _ ` S.CMU WALL \\ BELOW \ \\ 1 \ L= i ` \\` CONCRETE CURB \ `-5•CONCRETE SLAB \�X SNI2UBI'r9UNTRRG '"f REINFORCED WITH 6x6-W2.9X2.9 WWM w S-200 4S . \.--- ------------ — - v � eF CONCRETE INTEGRATED STAIR RI Rp FOR�1VIfF L - ' ,CONCRETE CURB B%6-W2.9XZ9 WWM s TO MATCH TOP .` ._y OF BRICK PAVERS d` y.: CONCf 7E fIASE „_ -..5.. BLOCK :U75 F� WING T`DaUR,'---AND C DUITS ALUMINUM - SYSTEM BY NO. REV,SION/ISSUE DATE CONC-E STAIR - FLAG POLE X WITH 6X6--,-:.92. & I & PLATFORM i AREA i BRICK P SYSTEM PLAN ON ACTED SAND (SEE H) S-200 - ` 5'CONC SLAB 8 CONSTRUCTION DOCUMENTS 00091215 IAS AS 91aMN ,0/15/201D ROJ.NO. DWN BY SCALE DATE FLAG POLE & PLATFORM AREA PLAN 5-101 SCALE: 1/4'>• 1'-0• - rE.FUG POLE ATLANTIj i BEACH ALUMNUB FUG POLE VETERANS CONCRETE BASE BEYOND REINFORCED SYSTEM BY OTHERS WAY OP AND BOTTOM�HTOOK ER EACH I MTrM/ORIAL P REINFORCEMENT VERTICALLY AT EACH FLAGPOLE, BASE £ND.PROVIDE LO TS FOR ,I LIGHTING FIXTURES AND CONDUITS. PLATFORM - CONCRETE CURB INTEGRATED �-_.. 8" 3'-6' WITHSTAIR RISER.REINFORCE I alExr WITH#4 COM Al#3 HOOK CONCRETE CURB - - DOWELS AT 2'- ' 1/2".CHANE_ER TO MATCH TOP - 0 ON CENTER. EDGE(TYPIC') OF.BRICK PAVERS Clfy Of Ationtic Beech,FL 1/2'.RADIUS NOSING(TYP) 14 CONT1._4- I BRICKCOPAVER SYSTEM ON MPACTED.SAND 800 Seminole Road iF3 NOSINGBAR(TYP) {p ``u • ' 23000N CENTER I (SEE ARCH) AflpnfiC Beech,FL 32233 ISOLATION JOINT CONCRETE SIDEWALK —' -- _L '.:: _ CONCRETE CURB REINFORCED WITH.(;TEED ARCH)- RCH) CHAM CONT. PROVIDE 1/2" VIA Concept%LLC t SII=III=III=1I1=IIII I�=III=I II-IIIT— ISOLATION JOINT CHAMFER EDGE EACH SIDE. 4" 5"CONCRETE SL4B 506 Thlf =1 - I I I=1 I f PER FUG POLE Street SXth —111=III=III—_ 5 CONCRETE SLAB hlll=-711= - MANUFACTURER'S = — • _ III—III—III—i REINFORCED WPH I — - � � --I I I= 6X6-W2.9X2.9 wWM I-1 I I—III RECOMMENDATIONS -- _ 6X6-W - _ 1 4" INFOz 9E:WITWWM Y�E dBeath,FL 32250 j illllllll iilll� CONCRETE%TNR ' I II' 'III.= x II I=1 V I I I�- #3 DOWEL AT -< _ RE _ REINFORCED WITH .k " - ENFOOWNRCE EDGE —I I �II=1 1I- I-i l I 2'-0'ON CENTER _ Jpdc$pn REINFORCED WITH - ( 6X6-W2.9X2.9 WWM � LII-I�I —III --1 I k,-D I I 1=1 I I_ "—i A =T _ tsiae s i0 E"9inLW ny CONTINUOUS — I- 8"CMU WALL REINFORCE --I I ' 'I— - CONCRETE SIDEWALK — —1 WITH#4 VERTICAL AT 4'-0'.: III f COMPACTED FILL -III=III'-I' (SEE ARCH) III=III= ONCENTER.PROVIDE 8'HOOK -1=IIIEE ;. Second Street South Jpdcwntdk Beptlt,FL 32250 � 3 INTO FOOTING.AND TES III—III � CONCRETE.SIDEWALK —III-1 I HOOK INTO CONCRETE SLAB. i EE ARCH) i l=1 I I (s .I =.III=III 3-000SI CONCRETE GROUT ' I I J- K. I °° III III—III !I I=1 I I —COMpACTE FILL I—1 I I=1 I I k III . 111111 7 ILII— illllll — 111111 IIII 2.-0"X 1•-0.DEEP ~ CONCRETE FOOTING CENTERED �I-II I L"•• {, _ I I III III—III I FOOTOING WITH 3W Cmu L 4 CONT. r t i l III—III U FLAG POLE SECTION I—III III—III III— '1. FOUNDATION SYSTEM BY 111=III=111.— - SCALE:4"= 1'_O" s FUG POLE MANUFACTURER 5-200 NOTES: - 1. COORDINATE RISER HEIGHT AND TREAD LENGTH OF v " PLATFORM AREA SECTION STAIR WITH ARCHITECT. SCALE. .� - 2. BEARING SOILS BELOW.CONCRETE.STAIR AND SLAB NOTES, -200 SHALL BE COMPACTED TO AT LEAST 95%OF THE _ MODIFIED PROCTOR 1. BEARING SOILS BELOW WALL FOOTING AND PLATFORM MAXIMUM DRY DENSITY. AREA SLAB SHALL BE COMPACTED TO ATL r OF THE MODIFIED PROCTOR UST 95% - MAXIMUM DRY DENSITY. IN ALUMINUM PIPE RAILING SYSTEM - (SEEARCH) CONCRETE CURB REINFORCED at x WITH #4 CONT.PROVIDE 1/2' ,,. • e" CHAMFER EDGE E=ACH SIDE. � CO'10RETE CURB REINFORCE3 WITI1#4 CONT. PROVIDE 1/2" -1" SHRUB/PLANING BED , CHAMFER EDGE AT CORNERS, - CONCRETE RAMP -r (SEE 5" ARCH) CONCRETE CURB BEYOND ?U � ALUMINUM PIPE 5'CONCRETE SLAB :ALUMINUM PIPE 6X6 W2.9X2g WWM �j�j/ RAILING SYSTEM REINFORCED WITH RAILING.SYSTEM 2' DOWEL AT .' (ELEVATION VARIES) - r' \�'` (SEE ARCH) 6X6-W2.9X2.9 wWM. (SEE ARCH) 2'-0'ON CENTER - _ - \/�\\/ TURNDOWN SLAB EDGE — ,— If CMU WALL REINxFORCED _ - f WITH#4 VERTICAL,;AT 4•-0" ISOLATION JO CONCRETE CUR I REINf-ORCED WITH#5 COM' I I—III II,I I I r. INT BEYOND 6 \ I 1/2'RADIUS NOSING(TYP) NO. REVISION/ISSUE DATE }� I-i i l III 111=III ON CENTER.PROVIGDE 8'HOOK INTO FOOTING.AND 1.-4 CONCRETE SIDEWALK 5"CONCRETE RAMP L- 11 HOOK INTO CONCREFTE RAMP. .(SEE ARCH) REINFORCED WITH CONCRETE STAIR Z+ #3 NOSING BAR(TYp) SHRUI/PLANTING BED � `` 6X6-W III=I I I=I I I—III k FILL ALL CELLS SOL'-1D WITH 2. (SEE ARCH) 3.000 PSI CONCRETIE GROUT --.-,. -• Y..�. 9X2.9 6 6_ _ .H �, ISOLATION JOINT 2'-0I Z T _ W,LyM REINFORCED WITH X W2 9X2 WWM _ 11 _ '"• f CONCRETE SIDEWALK CONC X 1'-0"DEEP i I I—III-I N' FOOTING I' 0'DEEP CONCRETE TURNDOWN SAB - — — — _ CONCRETE FOOTING I I I i I I— ,1 (SEE ARCH) STRUCTURAL BELOW TE FOOTING CENTERED - . '-'2 III=III CENTERED^�,'EI-ON'CMU EDGE REINFORCE I-i."•-, III=11 AND CMU WALL BEYOND BELOW CMUWALL. REINFORCE '_~ Y- CONCRETE FOOTING � fIII _ T� WALLS. REINFORCE ROOTING WITH#5 CONT .= AND TURNDOWN _111-11= 'o SECTIONS F C.TI O I C' FOOTING WITH(3)#4 CONT, — WITH(4)14 CONT AN3M I5 : SLAB EDGE BEYOND L 11).J —I I I! II I I I I II I I,III. I I—I TRANSVERSE AT 12' ON CENTER. COMPACTED FILL - COMPACTED FILL - - -II . .. TURNDOWN EDGE REINFORCED WITH PLATFORM AREA RAMP SECTION 3 (2)#4 CONTINUOUS _ ..SCALE i = 1-0" COMPACTED.FILL s-200 PLATFORM AREA RAMP SECTION 4 NOTES, 1•_0• - BEARING SOILS BELOW WALL FOOTING AND RAMP PLATFORM AREA STAIR SE SHALL BE COMPACTED i0 AT LEAST 95%OF THE - 5-200 GTION 5 CONSTRUCTION. MODIFIED PROCTOR MA%IMUA DRY DENSITY, NQTE$ SCALE: i' 1•-0• I- BEARING SOILS BELOW WALL FOOTING AND RAMP SHALL BE COMPACTED TO AT LUST 95%OF THE NOSES, 5-200 DOCUMENTS MODIFIED PROCTOR.MAXIMUM DRY DENSITY. I- COORDINATE RISER HEIGHT STAIR WITH ARCHITECT. N4D TREAD LENGTH OF - Op04I2i5 81tS - 2- BLAR ROJ.NO. DWN BY CAOAN 10/15/lpip • - ING SOILS BELOW CONCRETE STAIR AND SLAB - DATE MODIFIELLBD ROCTORTMAXIMUM DRCOMACED TC YSDENSITYT 95%OF Th'cE cc I ATLANTIC BEACH � GENERAL STRUCTURAL N(•FTEs VETERANS MEMORIAL PARK - 205.7 FOLLOWING THE COMPACTION OF ANY NECESSARY STRUCTURAL FILL,THE 420 MASONRY - 100 DESIGN CRITERIA FOUNDATIONS MAY BE EXCAVATED TO THE PLANNED BEARING ELEVATION. THE UPPER 12 INCHES OF ALL SANDY BEARING SOILS IN THE FOOTING 420.1 ALL MASONRY.WORK SHALL BE IN CONFORM;IANCE WITH THE LATEST EDITION - FLAGPOLE, BASE, & 100.1 DESIGN BUILDING CODE: - - EXCAVATION BOTTOM SHALL BE COMPACTED TO AT LEAST 95%OF THE OF'BUILDING CODE REQUIREMENTS FOR Mk.SONRY STRUCTURES'(ACI 530) a. .2007 FLORIDA BUILDING CODE WITFfi 2009 SUPPLEMENT ,TRUCTURES"(ACI 530.1)OF THE PLATFORM b. ASCE 7-05'MINIMUM DESIGN LOAE',S FOR BUILDINGS MODIFIED PROCTOR MAXIMUMBEA DRY DENSITY. COMPACTION OR RE- AND THE"SPECIFICATIONS FOR MASONRY ST COMPACTION OF SANDY BEARING SOILS SHALL BE DONE WITH A SLED OR AMERICAN CONCRETE INSTITUTE- AND NSTITUTEAND OTHER STRUCTURES" -ROLLER HAVING A TOTAL WEIGHT ON THE ORDER OF 500 TO 2000 LBS. WHEN USING LIGHTWEIGHT EQUIPMENT OR EQUIPMENT WITH THE VIBRATORY 420.2 MORTAR SHALL CONFORM TO THE PROPORT',=;ON SPECIFICATION OF ASTM C270, mrxr 100.2 LIVE LOADS: FUNCTION DISENGAGED,INDIVIDUAL FILL LIFTS SHALL BE 6 INCHES OR LESS TYPE M.OR S - a. STAIRS, RAMPS,AND PLATFORM 100 PSF IN LOOSE THICKNESS. 420.3 GROUT PER ASTM C476 City Of Atlantic BeOth,.FL 205.8 ALL ORGANIC MATERIAL AND UNSUITABLE BEARING SOILS ENCOUNTERED c. MINIMUM GROUT COMPRESSIVE STRENGTH: 3000 PSI 800 SernMe Road • 100.3 WIND LOADS 120 MPH DURING THE FOUNDATION EXCAVATION SHALL BE OVER-EXCAVATED AND b. SLUMP OF GROUT SHALL BE 1 TO 19i INCHES PER ASTM C743. a. BASIC WIND SPEED: 1 $EPLACED WITH COMPACTED STRUCTURAL FILL.THE EXTENT AND DEPTH OF c. MAX.AGGREGATE SIZE SHALL BE 3/8 (AGGREGATE GRADED TO Atlantic Beach,FL 32233 b. EXPOSURE CATEGORY: .OPEN OVER-EXCAVATION SHALL BE DETERMINED BY A REPRESENTATIVE OF.THE PRODUCE FINE GROUT IN CONFORMAL:aCE WITH ASTM C476 AND C404). a ENCLOSURE CLASSIFICATION: GEOTECHNICAL ENGINEER BASED ON OBSERVATIONS MADE DURING THE d. BUILDING CATEGORY: II FOUNDATION EXCAVATION. 420.4 LIMIT GEMENRTIOUS MATERIALS IN MORTAR T e. IMPORTANCE TACTOR: 1.00. TO:PORTLAND CEMENT f. INTERNAL PRESSURE COEFFICIENT: 0.0 CONFORMING TO ASTM C150 TYPE I; LIME E^CONFORMING TO ASTM C207;AND 205.9. THE GEOTECHNICAL ENGINEER SHALL PERFORM A MINIMUM OF ONE IN-PLACE MORTAR CEMENT CONFORMING TO ASTM C1,°329. 4 DENSITY TEST PER 5000 SF PER LAYER OF COMPACTED SURFACE IN BUILDING - - VIA Concepts,LLC AREAS AND AT LEAST-ONE IN-PLACE DENSITY TEST IN EVERY COLUMN OR FLAG 420.5 CONCRETE BLOCK UNITS 506 Third Street South 110 GENERAL POLE FOOTING AND EVERY 100 LINEAR FEET OF CONTINUOUS FOOTINGS.THE a. SOLID AND HOLLOW LOAD BEARING Lrt d pER ASTM C90,TYPE N- 110.1 THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRUCTURAL TESTING OF THE SLAB ON.GRADE BEARING SOILS SHALL BE MADE IMMEDIATELY 11,AS REQUIRED TO PROVIDE 1500 K'aSl MINIMUM 28-DAY ULTIMATE Ja1LS011M�e Beach, 32250 THE ARCHITECTURAL DRAWINGS PRIOR TO CONCRETE PLACEMENT. COMPRESSIVE STRENGTH. x>Maeool FEATURES,UNLESS NOTED OTHERWISE. IFHE AR. ALL DETAILS.AND SECTIONS - - - - SHALL GOVERN THE WORK FOR ALL DIME°NDED TO BE TYPICAL AND SHALL BE 205.10 BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE PERMITTED UNTIL 420.6 FULL BED AND HEAD JOINTS SHALL BE US%£D. ON THE STRUCTURAL DRAWINGS ARE INTE4 SUPPORTING STRUCTURAL ELEMENTS HAVE BEEN PLACED AND HAVE BECOME - CONSTRUED TO APPLY TO ANY SIMILAR S`?ITUATION ELSEWHERE ON THE CAPABLE OF FURNISHING THE NECESSARY SUPPORT FOR THE WALLS.PROVIDE PROJECT UNLESS NOTED OTHERWISE. 420:7 MASONRY UNITS CONTAINING REINFORCEMENIT OR BELOW GRADE SHALL BE TEMPORARY SHORING WHERE REQUIRED.WHERE BACKFILL IS REQUIRED ON FILLED SOLID WITH 3000 PSI GROUT' Latitude 30 Engineering -110.2 THE CONTRACTOR SHALL COORDINATE ALL-EXISTING CONDITIONS;DIMENSIONS. BOTH SIDES OF THE WALL, BACKFILL BOTH SIDES SIMULTANEOUSLY WITH A _ .MEMBER SIZES,SPACING, ETC.,AND SHA,ys IMMEDIATELY NOTIFY THE GRADE DIFFERENCE NOT TO EXCEED 2'-0"AT ANY TIME.CONTRACTOR SHALL: 420.8 DEFORMED BAR REINFORCEMENT SHALL CO?,NFORM TO ASTM A615,GRADE 60. 1510-8 SeCOnE Street SOaBI ENGINEER OF ANY AND ALL D.._.AN A'_ USE EXTREME CAUTION DURING BACKFILLING TO PREVENT DAMAGE TO Jaticsonlile Beall,FL 32250 FOUNDATION WALLS.THE:USE OF HEAVY EQUIPMENT FOR BACKFILLING IS NOT 420.9 MASONRY COURSING SHOWN ON STRUCTUR,>yL DRAWINGS IS APPROXIMATE AND rt rry sena 110.3 ALL STRUCTURAL WORK SHALL BE INSPEt''TCO AND TESTED IN ACCORDANCE RECOMMENDED. SHOULD NOT BE USED IN LIEU OF DI MENS tONS SPECIFIED BY THE ARCHITECT.- WITH THE CONSTRUCTION DOCUMENTS AN¢O THE APPLICABLE BUILDING CODES. COORDINATE ACTUAL MASONRY COURSING VGTH EXISTING CONDITIONS. THE CONTRACTOR SHALL ENGAGE A QUALjiTIED INSPECTION AND/OR TESTING 205.11 THE CONTRACTOR SHALL RETAIN THE.SERVICES OF ELLIS&ASSOCIATES„TO AGENCY.SUBJECT TO THE REVIEW OF A ARCHITECT,TO PERFORM ALL: INSPECT THE FOUNDATIONS,BEARING LEVELS,ETC.,AND VERIFY THAT THE REQUIRED INSPECTIONS AND TESTING SERVICES. MATERIAL ON WHICH FOUNDATIONS BEAR HAS AT LEAST THE ABOVE NOTED CAPACITY. A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL 110.4 LATITUDE 30 ENGINEERING SHALL NOT Hq`:VE CONTROL OR SE RESPONSIBLE FOR OBSERVE AND MONITOR ALL SITE PREPARATION, EXCAVATION AND DUES,PROCEDURES;RE SEQUENCES COMPACTION OPERATIONS. CONSTRUCTION MEANS,METHODS,TECHNI^CONTRACTOR,OR ANY OTHER PERSONS FOR THE ACTS OR OMISSIONS OF THE C':.OF ANY OF THEM TO CONSTRUCT THE PERFORMING THE WORK OR.THE FAILURE'UCTION DOCUMENTS. 300. REINFORCED CONCRETE WORK IN ACCORDANCE WITH THE DONSTP'`. - - 300.1 ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH. THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318, 120 SHOP DRAWINGS LATEST.EDITION)AND SPECIFICATIONS FOR STRUCTURAL CONCRETE(ACI 301, - 120.1 THE CONTRACTOR SHALL SUBMIT SHOP R?`WINGS FOR REVIEW BY LATITUDE LATEST EDITION)OF THE AMERICAN CONCRETE INSTITUTE. 30 ENGINEERING AND THE PROJECT ARC`iITECT.SHOP DRAWINGS SHALL BE SUBMIFTED FOR ALL STRUCTURAL COMPO°1NEECT..INCLUDING,BUT NOT LIMITED 300:2 MINIMUM-CONCRETE COMPRESSIVE STRENGTH REQUIRED AT 28 DAYS: TO THE FOLLOWING n. FOUNDATIONS: 3000 PSI T PLACEMENT DRAWINGS FOR CONCRE-TE AND MASONRY STEEL b. SLABS,STAIRS&RAMPS: 4000 PSI REINFORCEMENT INCLUDING BAR 5'•ZES'BENDS&LENGTHS b. CONCRETE AND/OR MASONRY P057--INSTALLED ANCHORS .300.3 ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE(144 PCF+)WITH ALL CEMENT CONFORMING TO ASTM C150,TYPE L MAXIMUM AGGREGATE SIZE 120.2 THE CONTRACTOR SHALL SUBMIT AT LEAc.3T TWO(2)PRINTED COPIES OF SHOP SHALL BE 1-1/2'FOR FOOTINGS AND 3/4"FOR WALLS AND SLABS,CONFORMING DRAWINGS FOR REVIEW BY LATITUDE 30 C�NGINEERING. UPON THE COMPLETION TO ASTM C33. OF THE SHOP DRAWING REVIEW,ONE(1})-PRINT WILL BE RETAINED BY THE 300,4.REINFORCEMENT -t STRUCTURAL ENGINEER. a. DEFORMED BARS: ASTM A615,GRADE 60 120.3 THE REVIEW OF SHOP DRAWINGS AND OTIHER SUBMITTALS FOR THIS PROJECT IS b. WELDED WIRE MESH: ASTM A185. FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR GENERAL 300.5 MINIMUM COVER FOR CAST CONCRETE REINFORCEMENT UNO SHALL COMPLIANCE WITH THE INFORMATION COR^TAINED IN THE CONTRACT DOCUMENTS.COMMENTS REGARDING THE,q`E SUBMITTALS DO NOT RELIEVE THE BE AS FOLLOWS: E CONTRACT DOCUMENTS.THE FOUNDATIONS: 3' •� & CONTRACTOR FROM COMPLIANCE WITH Th" - -` CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS WORK IN A SAFE AND b. SLABS EAST AGAINST EARTH: CENTERED SATISFACTORY MANNER. t; - 30.6 SPLICES IN REINFORCEMENT,WHERE PERMITTED,SHALL BE AS FOLLOWS: a. WELDED WIRE MESH:' 8"LAP 205 FOUNDATIONS&SITE PREPARATION b. ALL OTHERS: 48 BAR DIAMETER LAP LINO '-SHALL BE CONSTRUCTED IN n� 205.1 FOUNDATIONS HAVE BEEN DESIGNED ANL; 30.7 ALL REINFORCING STEEL SHALL 8E PLACED L ACCORDANCE WITH THE TYPICAL ACCORDANCE WITH THE CRITERIA ESTABL'SHED BY ELLIS&ASSOCIATES, BAR BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND s RT GATED OCTOBER 5,2010. �$ - INC:(E&A) IN THEIR GEOTECHNICAL REPCv`BFAR ON UNDISTURBED SOILS.OR SPECIFICATK)NS. REINFORCING SHALL BE HELD SECURELY IN POSITION WITH - - FOUNDATIONS HAVE BEEN DESIGNED TO BEARING CAPACITY BE 200 TSF. STANDARD ACCESSORIES.DURING PLACEMENT OF.CONCRETE. REINFORCING COMPACTED FILL HAVING AN ALLOWABLE SUPPORTS FOR ALL EXPOSED CONCRETE SHALL BE GALVANIZED WITH PLASTIC • - roMMENDATIONS ARE PROVIDED COATED FEET. WELDED WIRE MESH SHALL BE CHAIRED IN ACCORDANCE WITH , - -z� '�` 205.2 THE GEOTECHNICAL EVALUATION ANDREf� THE FLORIDA BUILDING CODE SOLELY BY ELLIS&ASSOCIATES, INC.TITHE.FOLLOWING SITE PREPARATION INSTRUCTIONS ARE ABBREVIATED EXCFI201A,THE GEOTECHNICAL 30.8 REINFORCING BARS SHALL NOT BE CUT TO ACCOMMODATE THE INSTALLATION REPORT.. THE CONTRACTOR SHALL CrBTl:N AND REVIEW THE GEOTECHNICAL OF ANCHORS,EMBEDS OR OTHER ITEMS. REPORT PRIOR TO THE COMMENCEMENT_OF SITE WORK. ACTUAL SITE PREPARATION PROCEDURES SHALL CONFORM TO THE INSTRUCTIONS IN THE 30.9 AT CHANGES IN DIRECTION OF WALLS,BEAMS AND FOOTINGS,PROVIDE CORNER UNABRIDGED GEOTECHNICAL REPORT AN[P THE-FIELD DIRECTIONS BY THE :BARS TO MATCH SIZE AND SPACING OF ADJOINING REINFORCEMENT. CORNER GEOTECHNICAL ENGINEER. BARS SHALL HAVE A MINIMUM 48 BAR DIAMETER LAP LENGTH WITH ADJOINING REINFORCEMENT. I 205.3 REMOVE ALL TOPSOIL,VEGETATION,ORGp;N'7IC AND DELETERIOUS MATERIAL - - WITHIN AND TO A DISTANCE OF AT LEA.,?T FIVE FEET BEYOND THE PLANNED 30.10 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CONSTRUCTION OF CONSTRUCTION AREA. STRIPPING DEPTHiS ARE ANTICIPATED TO RANGE FORMWORK IN ACCORDANCE.WITH ACI 347. - 'BETWEEN 6 INCHES AND 12 INCHES. COME AREAS MAY REQUIRE STRIPPING DEEPER THAN 12 INCHES.THE ACTUAL_DEPTH OF UNSUITABLE SOILS AND 30.11 PRIOR TO CONCRETE PLACEMENT,THE CONTRACTOR SHALL SUBMIT A MATERIALS SHALL BE.DETERMINED BY ELLLIS&ASSOCIATES. INC DURING CONCRETE MIX DESIGN FOR REVIEW BY LATITUDE 30 ENGINEERING. THE NCO. REVISION/ISSUE DATE EARTHWORK OPERATIONS INFORMATION SHALL INCLUDE: a. INTENDED USAGE AND LOCATION FOR EACH TYPE 205.4 THE CONTRACTOR SHALL OBSERVE GROLUNDWATER CONDITIONS AT THE SITE. b.. MIK DESIGN INCLUDING MATERIA TYPES AND AMOUNTS - THE GROUNDWATER LEVEL SHALLBE MA'UTAINED AT LEAST TWO FEET BELOW c. WATER CEMENT RATIO BY WEIGHT THE BOTTOM OF ALL EXCAVATIONS AND THE SURFACE OF COMPACTION d.. SLUMP RANGE OPERATIOS.SHOULD GROUNDWATER CIOTROL MEASURES BECOME a. PIR CONTENT (�C NECESSARY,THE DEWATERING METHOD`�OTECHNICAL ENGINEER.BY THE _ _i. STRENGTH TEST DATA REQUIRED TO ESTASUSH MIX DESIGN: GENERAL CONTRACTOR AND APPROVED BY THE G:' 'STRIPPING OPERATIONS AND 30.12 PROVIDE(4)CONCRETE TEST CYLINDERS FOR EACH 25 CY OF CONCRETE PLACED 205.5 AFTER COMPLETING THE CLEARING AND£. OR FRACTION THEREOF PER DAY. A QUALIFIED TESTING LABORATORY SHALL NATES INSTALLING THE GROUNDWATER CONTROL MEASURES(IF REQUIRED),COMPACT PROVIDE A COPY OF THE COMPRESSIVE STRENGTH TEST RESULTS TO THE L THE.EXPOSED SOILS WITH A VIBRATORY}DRUM ROLLER HAVING A TOTAL ARCHITECT FOR REVIEW. _ OPERATING STATIC WEIGHT.ON THE OR6,ER OF 6 TONS. COMPACTION SHALL .CONTINUE UNTIL A DENSITY OF AT LEA9'1 957.OF THE MODIFIED PROCTOR RAS BEEN MAXIMUM DRY DENSITY(ASTM D-1557), ACTED SURFACE. SOILS SHOULD EXHIBIT NED TO A DEPTH OF 350 CONCRETE/MASONRY ANCHORS '. AT LEAST 12 INCHES BELOW THE COMP,vT OF THE MODIFIED PROCTOR. - MOISTURE CONTENTS WITHIN t2 PERCE 350.1 ALL ADHESIVE STUD ANCHORS SHALL BE'HILTI HIT-HY 150 ADHESIVE .OPTIMUM MOISTURE CONTENT DURING COMPACTION. THE VIBRATORY ACTION CONCRETE ANCHORS'AS MANUFACTURED BY HILTI FASTENING SYSTEMS,INC. OF THE DRUM ROLLER SHALL BE DISE,,!,QED WHEN COMPACTION OCCURS IN (OR APPROVED EQUAL). THE PROXIMITY OF ANY EXISTING STRUC"TURF - - i CONSIST 205.6. ALL REQUIRED STRUCTURAL FILL SHALL T OF AN INORGANIC, NON- 350.2 THE'HAS ANCHOR ROD'SHALL CONFORM TO ASTM A36 STEEL,-THE"HAS SUPER - - PLASTIC,GRANULAR SOIL CONTAINING Lc�S THAN 10%.MATERIAL PASSING THE AN ROD"SHALL CONFORM TO ASTM A193 STEEL,THE"HAS STANDARD NO.200 MESH SIEVE.. PLACE STRUC7UJ�-FILL IN LIFTS-8 TO.12 INCHES IN NUT'SHALL CONFORM TO ASTM A563.GRADE A.THE'HAS SUPER ANCHOR ROD LOOSE THICKNESS AND COMPACT EACH 'UFT THOROUGHLY WITH A VIBRATORY DRUM NUT'SHALL CONFORM TO ASTM A 563,GRADE H. CONSTRUCTION 6R ROLLER HAVING SHALL LBEPCON7ERATLIINUED NO AU TITIC LA DENSITY OF AHT ON THE TDLEAST ER F95%. 350.3 THE HAS STAINLESS STEEL ANCHOR ROD,WASHERS AND NUTS SHALL CONFORM l• OF THE MODIFIED PROCTOR MAXIM UMC?�DENSITY IS OBTAINED IN EACH LIFT. TO AISI 304/316 STAINLESS STEEL DOCUMENTS 350.4 THE INSTALLATION OF POST INSTALLED ANCHORS.SHALL BE IN ACCORDANCE WITHTHEMANUFACTURER'S RECOMMENDED PROCEDURES. - OD0215 FRS !S SHOW 10/15/mo ROJ.NCO. OWN BY SCALE DATE S-500 I