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1710 BEACH AVE POOL19-0006 pool permitPOOL 20'-6" X 10'-0" 4,700 GALLONS SPA 6'-0" X 5'-6" 450 GALLONS MAIN DRAIN DETAIL 3'0" MINIMUM 3 ' TEE " PIPE 3" PIPE 1 J- Y X 2'/" RED. BUSHING 2'/2" TRUNK TO EQ. CV r N N I CV CV � Z iV C14 i Iz N►_ - 3 WAY -1-i- i PUMP 3 'a=il 2 I WAY SWAY 1r FILTER 2 WAY HEATER POOL/SPA WITH WALL RETURNS, GAS HEATER AND PRESSURE CLEANER FILTER SCHEMATIC --(NTS) OFFICE COPY BARE #8 BOND WIRE ------------- ATTACHED ATTACHED TO POOL STEEL ' 1 ' PLUMBING LINE FROM POOLJUNCTION POOL MAIN DRAINS TO EQUIPMENT BOX 1 1 1 ' POOL EQUIPMENT 1 1 t I 1 1 1 I 1 1 1 1 I 1 1 1 1 INSULATED #8 BOND I I PLUMBING LINE FROM WIRE IN CONDUIT FROM 1 1 I I POOL LIGHT NICHES THROUGH DECK BOX. LIGHT GFCI PROTECTED. ,--------T-�"-� RESIDENCE ' ' _ - _ ` r 1 1 1 1 1 1 1 1 1 1 1 1 --5'6" 1 1 I 1 1 1 I LL. _ i 3, 6, 1 � DEEP 101—. 1 1 POOL 20'6" X 10'0" I 1 I 0 4,700 GALLONS 1 1 N 1 1 DEEP POOL DECK BY OTHERS 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 i 1 I 1 1 1 1 i 1 I I i 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 r 1 1 1 I 1 I I I SKIMMER TO POOL EQUIPMENT COPING ONLY. ALL OTHER DECKING B BUILDER. SAFETY BARRIERS: FENCE & HOUSE ALARMS UP TO POOL SAFETY CODE. ALARMS TO MEET CODE UL2017. EXISTING 5TRLtC1URE ? X 4` STRINGERS PLACED AT 2 FT ON CENTER IN ALL AREAS STEEL TEC PORN W/ 5TRUOTJRAl- STEEL N PLACE TO BE INDEPENDENTLY SUPPORTED AWAY FROM 5-iORING, TWE POOL SLIELL WALL 5WALL BE -. CONSTRUCTED AT 6'-"'CKNE55. • 3 REBARS AT 6' ON CENTER BOTH WAYS IN AREAS TFAT EXTEND INTO TWE ANGLE OF REPOSE STRINGER MAY Be DRIVEN NTO GRCJND MIN 9 ORREVEN F SUPPORTED TO PREVENT FROM KSCK NG OJ AT BASE. 51-IORING DETAIL IN LOCAT ONS KWERE EXIST.NG FOUNDAT.ON 15 TUREATENED BY uN ERMtN NG DJE TO ADVERSE CONDITIONS AT TIE T I"E O'' EXCAVA I --N SLORI.NG MAY BE RE=,RE_,. 5TRiNGER TO BE 5,IPPORTED a G a ;NG TO 5u SABLE AN NOR DEVICE 5JG AS A 2'" X 4 AT -AC -ED WI ANCN R NAILS OR 7APnONS TO EX;STNO CONCRETE LAhat OR WSTNG 5 RJC-IiRE OR 115 FOJNDATICN. EXISTING STR„CTJRE �U5E 1/2' PLYWOOD 5uEETMO OR EOL: VA -ENT BU DN(; MATERIAL TO RESTRAIN 5'.CE O. EXCAVATION BACKFtL- BEHIND 5 ORING TO PREVEN- 'NDER!"aNiNG OF EXfSTING STRL07URE. PROVIDE AEFF WOLES A5 CONTRACTOR 5H0JLD ATTE`-T TO CONSRuC Rouc� 544E_ AS RAPIDLY AS GOND ONS NIL_ ALLOT H RE 15 NO SUB5T,%' E FOR RAPIDLY BACKF NG EXCAVATION TO PREVENT u,DERMIN}NG OF A-DJACENT 5 RUCruRE. Florida Building Code 6'� Edition (2017) Residential Conforms to Chapter 42 2014 National Electrical Code • NO OVERHEAD ELECTRIC IN POOL AREA • NO UNDERGROUND UTILITIES IN POOL AREA • FINISH GRADE TO SLOPE AWAY FROM POOL • VGB COMPLIANT MAIN DRAIN DRAINAGE DETAIL — FINISH GRADE SLOPE AWAY FROM POOL • GROUNDING & BONDING DETAIL AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE .SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THE WALL OF A SWIMMING FOOL OR SPA WILL BE USED. v v to Q • to 0 ^O 0 S a)a) F - T— r LL LL N N F- r ai w m X � M M } O ea w N Z N � a a N z 11 CL � LL N n Z m m > o f w w w o ��u- w u- a w w F- w O F- O I- o E m m z � a a ® z z w z 0 U r Q O Q � z Q d (Z) d [L 0 O v v to Q • to 0 ^O 0 S F - LL LL 6L � M M w N LL N Z M J W � LL n Z = > x w a a V w O F- O I- E 0 m z z a ® 0 U r Q O d Z O ® w U z w > O 0 m Fn m O ® Q n U) PLOT PLAN OF LOT 11 AND THE SOUTH 10 FEET OF LOT 10, BLOCK 8, OCEAN GROVE, UNIT No. 1, AS RECORDED IN PLAT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC RE COR05 OF n"UAI 1-n"AlT-V r-ltnQ1r)A EXISTING COVERAGE. 6,530 S.F. LOT AREA. 6,530 S.F. HOME S.F.: 1,025 S.F. DRIVEWAY: 1,250 S.F. WALKWAY& 305 SF. TOTAL IMPERVIOUS: 2,580 S.F. % OF COVERAGE =2,580 - 6.530- A0% PROPOSED COVERAGE LOT AREA 6,530 S.F. (ALLOWABLE COVERAGE: 6530 x 50% = 3265 S -F-) BUILDING S.F. 2,700 S.F CARPORT. 1317 S.F. DRIVEWAY (GRAVEL) 0 S.F. POOL TERRACE. (PERVIOUS PAVERS.) 180 x '5 = 90 S.F. POOL COPING, 65 S -F. VVALWNAYS (GRAVEL): 0 S.F. EQUIP- AREA (GRAVEL): 0 S.F. CARPORT DRIVE. 90 S.F. TOTAL 01APERVIOUS: 3,262 S.F. 0.00! SET pWC CAP L83672 LOT 10 (EXCEPT THE SOUTH 10.00 FEET), SET 11*2' 54.5 CAP Lflln 5 FTST 6F , 6 i, 0 17 % OF COVERAGE = 3,262 ; 6,530 = .50% p00L ,3 S Ow IPMENT WOOL) FRAME No. E 1716' 11311.2 8L 0' no SAFETY BARRIERS: FENCE & HOUSE ALARMS UP TO POOL SAFETY CODE. ALARMS TO MEET CODE UL2017. �1330 OFFICE COPY T 14 01 02 214;13-�' i rn 03 13 tt 13,98 13.17 t3.49 "12, Od FOUW 1/2936 54.5 po,r C .0 L72 -lE NO CAP CAME -a- pff0 jWSfR 04 srKR CAUMN "v pGov? Pal tCAOLE VAL vc MSFR CoR " �AL -STK-�� PA�flfD PUBLIC ROA.)? 40' RIC44T OF WAY NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREE LOCA TION. 2, NO BUILDING RESTRIC77ON LINES PER PLAT J. NORTH ARROW PROTRACTED FROM PLAT 4, INTERIOR ANGLES PER FIELD SURVEY 5, EASEMENT AS PER PLAT 6, BENCHMARK USED 15 A NAIL IN A 12* PALM ADJACENT TO THE S0UTVEASr CORNER Or THE PROPERTY ELEVATION - I3.20 (N. A. VD.) Z — DENOTES EXISTING SITE DRAINAGE FLOW THE PROPERTY SHOWN HEREON APPEARS TO LIE IN Fl 000 ZONE 'X' (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DE rERAWNED FROM THE FL 000 INSURANCE RATE MAP No. 1203ICO*09N. REVISED JUNE A 2013 FOR DUVAL COUNTY, FLORIDA. 0-1, ry VL1211 EtE (N.Al-'=� 1102 MR FvL*wlw0 3 WIER pC, NO t FAC Ir - HyDRANT 2,13 11 91 13_- tTEOtLtNE SETBACK MEASUREMENTS TAKEN FROM EDGE OF WATER TO PROPERTY LINE. 9 12 2,0 40 SCALE: 1* - 20' THIS MAP WAS MADE FOR THE BENEFIT OF CHRISTOPHER I. GRIFFITH and JENNIFER WAUGH GRIFFITH; BRANCH BANKING AND TRUST COMPANY, OLD REPUBLIC NATIONAL 77TLE INSURANCE COMPANY, BRYAN C. GOODE, ///,- and PILLAR LLC CONSTRUCTING AND RE -MODELING *NOT VALID INITHGUT THE SIGNATURE AND DONN W. BOATWIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED YY -DATE: EL'I'v" DRAWN BY. CL BOATWRIGHT LAND SURVRS, INC. NOVEMBER 28, 2018 FILE: 1500 ROBERTS DRIVE. JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET --1 OF GRIFFITH RESIDENCE 1710 BEAbH AVENUE ATLANTI(: BEACH, FLORIDA LOT 6,530 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, SHEDS, WALKS,F'ADS, 2,580 S.F. TOTAL IMPERVIOUS ,Rn S F = . DESCRIPTION AREA LOT AREA(SQ. SILT FENCE (TYP) TO RETENTION AREA AND SEE DETAILS____TO CORAL STREET, FT.) (SQ. FT.) C. Wtd "C" IMPERVIOUS STORY 2,580 6;530 1.00 0.40 PERVIOUS rc` _ - . 3,950 6,530 0.20 0.12 PRE DEVELOPMEENT RUNOFF CO. (C) = 0.52 RUNOFF VOLUME = 0.52 x 6.530. S.F.x 9.3 in 112 in / it ENT AREAS: 6,530 S.F. 2,700 S.F. POOL, STOOPS: 562 S.F. 3.262 S.F. =.50 % AREA LOT AREA V = 2,632 cu. ft. POST DEVELOP M .LOT BUILDING AREA CARPORT, DRIVEWAY, TERRACE, PADS, TOTAL IMPERVIOUS DESCRIPTION REQUIRED: RETENTI AREAS. (SQ. FT.) (SQ. FT.) C. Wtd •C° IMPERVIOUS 3,262 6,530 1.00 0.50 PERVIOUS i 3,268 6,530 0.20 0.10 POST DEVELOP RUNOFF CO. (C) = ENT RUNOFF VOLUME = 0.60 x 6,530 S.F. x 9.3 in / 12 in / ft 3,036 - 2,632 = 404 Cu. ft. 0.60 V = 3,036 cu. ft. DELTA VOLUME _; TO RETENTION AREA AND k STORMWATER EITORAGE REQUIREMENTS SILT FENCE (TYP) TO RETENTION AREA AND SEE DETAILS____TO CORAL STREET, AREA 7% —1 RUNOFF VOLUME PREDEVELOPME'ENT STORY 6,530 S.f. 40 % 2,632 cu. ft. POST DEVELOPIdENT rc` _ - . 6,530 B.f. 50 % 3,036 cu. ft. iJ NEW CATCH k BASIN WITH j STORAGE VOLUME REQUIRED: RETENTI AREAS. 404 cu. ft. STORAGE VOLUME PROVIDED: 703 CU. ft. EXFILTRATION = 790 S.F. x2' DEPTH = 1580 CU. FT. x 30% = 474 CU. FT. RETENTION #1 = SLOPE: 207 S.F. X 4• DEPTH X.5 = 34 CU.FT. FIELD: 225S. 5 S.F. X 4• DEPTH = 75 CU. FT. STORAGE = F. + 75 = 109 CU. FT RETENTION #2 = SLOPE: 192 S.F. X 4" DEPTH X.5 = 64 CU. FT. FIELD: 170 S.F. X 4" DEPTH = 56 CU. FT. STORAGE = 64 + 56 = 120 CU. FT. TOTAL RFTFNTION = t n0 + 19n = 790 en er + HE I FNTI(TN 99A = FULL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO BEGINNING OF ANY EARTH DISTURBING ACTIVITIES. ALL RUNOFF MUST REMAIN ON-SITE DURING CONSTRUCTION. CANNOT RAISE SITE ELEVATION. CONSTRUCTION DUMPSTER CANNOT BE PLACED IN CITY RIGHT OF WAY. FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED. PROVIDE GUTTER AND DOWNSPOUTS ON NEW CARPORT WITH PIPING SILT FENCE (TYP) TO RETENTION AREA AND SEE DETAILS____TO CORAL STREET, _w_w_w.a=w._ _ I 6' UTILITY EASEMENT , E STORY NEW LCARPO"R7— - GRAVEL 1 rc` _ - . WALKWAY A0% iJ NEW CATCH k BASIN WITH j PIPING T NEW 11 RETENTI AREAS. GRAVEL EQUIPMENT' AREA. 1 I i GUTTER AND DOWNSPOUTS NEVPROVIDE ` ; I NEVd POOL ON NEW HOME WITH PIPING ) TO RETENTION AREA AND k TO CORAL STREET. SILT FENCE (TYP) SEE DETAILS— PROVIDE CORRUGATED PIPE WITH POP UP DRAIN TO CORAL STREET. WOOD POWER POLE • —K -- CORAL STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD 3 STORY WOOD FRAME RESIDENCE No. 1710 BEACH AVE CONC. DRIVE 7;:;:aj GRAVEL DRIVEWAY i NEW CONC. V Q APRON UJ1 0 � U Z m — jNEW W a 'I PERVI US > w it PAVE Q 2 POOL a i 7ER CE 2 � } V Q 0 r i) W C7 7 7 7,11,CF�rr e:MF' it \ • FIRE j WAI VAL NEW NEW 4'X 4' VEL GRACONCRETE WALKWAY APRON archil-duraldrainage plan D1 SCALE: 1'= 0"' A' —�— m OFFICE COPY PROVIDE GUTTER AND DOWNSPOUTS ON NEW HOME WITH PIPING TO RETENTION AREA AND TO CORAL STREET. KEVIN F-, MUL-L-ICAN I��SIGN�f?, INC ( 904) 745-5579 COVERAGE OF LOT EXISTING COVERAGE' LOT AR : 6,530S.F. HOME S.F. 1,025 S.F. DRIVEWAY: 1,250 SF. WALKWAYS: 305 S.F. TOTAL IMPERVIOUS: 2,660 S.F. % OF COVERAGE =2,500+ 6,530- A0% PROPOSED COVERAGE LOT AREA: 6530 S F (ALLOWABLE COVERAGE: 6530 x 50%= 32M S.F.) BUILDING S.F.: 2,700 S.F CARPORT: 317 S.F. DRIVEWAY:(GRAVEL) 0S.F. POOL TERRACE: (PERVIOUS PAVERS) 180x.5= 90&F. POOL COPING: 65 S.F. WALKWAYS (GRAVEL): 0 S.F. EQUIP. AREA (GRAVEL): 0 S.F. CARPORTDRWE: NS.F. TOTAL IMPERVIOUS 3262 S F % COVERAGE = 3.262+6 530 = 50% IN Nn DAIS RENSIONBt ETENTION AREAS 'I" TO DRAIN TO C CORAL STREET. NF W HOML F012 JENNIFE�p & CHI?I5 Gp1FFITH & plL-L-AP, L-I,C CON5T12UCTON 3167 5T, JOHN5 I3tUFF POAI2 50UTH JAX, FL- 32246 CI3C 1262296 CGC 60445 PLOT PLAN OF LOT 11 AND TW SOUTH 10 FFFr OF LOT 10, BLOCK 8, OCEAN CRO�� UNIT Ma1. AS; RECORDW W PLAT BOOK t� PACE 62 OF 7�� CURRENT PURL/zC RFCORDS' OF DUVAL COUNTY, FLORIDA 40 M6"T OF WAY LOT 10 (E7XCEPT THE SOUTH . � nn f-rF- r) NOTM 1. nWS IS A 80UNDARY AND TOPOGRAPHIC SURWY WTH 7REE LOCA, 77OM Z NO eMOING RMMC17ON iffi�ES` PER PtA r J NOR11H ARROW P,"7RACIEO FROK( PLAt 4, IN7ERtOR ANGLES PER MD SURVEY 5EASEMENT AS PER PLAT 61 "CHMARK USEO 15 A M4k IN A t2* PALM ADiMCENT To nir souiwAsr coRNm, oF mr PROPERTY aemim--. 7 — OMMS fW77NO 517E7 MAINAIX FLOW .7mm ITS W. NO = Jai WO, I mentlig ag *Jmff"_wmA- IN CHEMED, BY� DRAIN BY. cL !FILE 20M�M$pp� OFFICE COPY DONN W. BOATWRIGHL P.S.M. FLIDRIDAUC. �SURVEYOR amd MAPPER No. LS 3206; FLORIDA LIC. SURVE*YlNG & MAPNNG BUSINESS No, LB M72 JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC, PE:AD CALCULATIONS AND EQUIPMENT SPECIFICATIONS AND DOCUMENTATION ARE TO BE PROVIDED BY THE POOL CONTRACTOR FOR EAGP PROJECT. TPE POOL CONTRACTOR MUST USE TPE MAXIMUM FLOW C),PAGITY OF THE SELECTED PUMP AND PROVIDE PYDRAUL I G CALCULATIONS FOR TDP TO DETERMINE PROPER PUMP AND PIPING SIZING. THE MANUFACTURER'S EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION FOR PUMPS, FILTERS, NEATER EQUIPMENT AND MAIN DRAINS AND COVERS ARE TO BE SUBMITTED FOR REVIEW AND DOCUMENTATION FOR SIZING THE CIRCULATION SYSTEM. REGIRGULATION CHLORINAT( POOL FILTER 11 II RETURN THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES THE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN BOX. IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN BOX HORIZONTALLY, THE COVER FROM THE TOP OF THE GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5 TIMES THE DIA. OF THE MAIN DRAIN PIPE. - 2-#3 BARS - 1-1/2 TIMES THE DIA. CONT. IN I-1/2 TIMES THE DIA, 8"X8" BOND av— rl �& BEAM MAIN MAIN DRAIN DRAIN ---------------------RETURN LINE ii ,�- (OPTION WALL RETURNS)------------------� I I it 11 II 11 II I jl r------------ =_ I� RETURN INLET 1j � I (OPTION WALL RETURNS) uj RETURN INLET I RETURN INLET II q_ IGTION UNDERWATER LIGHT (OPTION WALL RE N5) -Ji MAIN DRAINS MEET THE VIRGINIA GRAEME mil BAKER POOL AND SPA SAFETY ACT. 1� jl J�m II rr---ter-----------------ir- ---- --- ----- Jl ��ly III LL- b ji N V !li II II ll1 ll 1 � 111 � 11 Q IIS i I FLOOR RETURN I 1 j 3 REQ'D. I it II �I 111 'LL -4 --RETURN INLET 1 1 RET RN INLET I SKIMMER / rOFT I N WALL RETURNS) I I 11 - i 1l�li SKIMMER meq' j ------------------------------------------ RETURN LINE (OPTION WALL RETURNS) LOW PROFILE JUNCTION 4.0' SWIM BOX MIN OUT UL APPROVED UNDERWATER LIGHT POOL SHELL 3000 PSI FUMP MIX CONCRETE PNEUMATICALLY APPLIED. 6"-1" IN VERTICAL WALL5 (TYP) 6'-8" IN COVES AND FLOORS (TYP) 2500 MIN. GUNITE MAY BE 5UB51TIUTED FOR 3000 PSI CONCRETE DEEP END FLOOI WALL REINFORCI TO SLOPE BREAI K3 BAR 0 12" ON 03 BAR ® 6" ON TYPICAL SW1MMING FOOL 6"X6" 05 BARS GRADE 40,12" O.G. CERAMIC TILEVERTICAL AND HORIZONTAL (TYP) WATER LINE 1/2" QUARTZ - FINISH o oo MAIN DRAIN W/ RELIEF PLUG OR 2" 90. o HYDROSTATIC RELIEF VALVE, IF REQ'D. ,o o p ROGKBED EACH WAY < 8.0' DEEP EACH WAY > 8.0' DEEP AND OVER. SWIMMING FOOL SECTION 170 i I r -4" 03 BARS 12" ON CENTER EACH WAY (GRADE 401 WATER LINE DECK OVER POUR OR BRICK COPING '11-1`3 BAR CONT. 6" OF WATER IN 5" THICK BOND LINE TILES BEAM ALTERNATE BEAM PINISN DETAIL OFFICE COPY PAVER DECKING OR 4" THICK CONCRETE DECK W/ FIBER MIX 2500 PSI OR WIRE MESH GENERAL NOTES: I. POOL IS TO BE BUILT TO COMPLY WITH FLORIDA, COUNTY AND CITY BUILDING CODES. 2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED BY LOCAL INSPECTOR. 3. FILTRATION 5YSTEM WILL HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN 02) TWELVE HOURS OR LESS. 4. POOL CONSTRUCTION TO BE THE SAME REGARDLE55 OF SIZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT. TO 4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAY5) AND/ OR EXTRA WALL THICKNESS (8" TO 10'7 5. ALL PVC PIPE WILL BE SCHEDULE 40. G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED TO POOL STEEL AND GROUND WIRE. 1. POOL ALARMS DO NOT NEED TO BE HARDWIRED S. 501L CONDITIONS AT POOL LOCATION ARE ASSUMED TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING, 9. TERMITE CONTROL WILL BE APPLIED UNDER ALL POOL DECKS. 10. ALL PUMPS AND FILTERS WILL BE ANCHORED TO A CONCRETE PAD WITH TAP CON ANCHORS. 11. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH A.N.S.I1A.9.NIF. A112.19, 8M, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB APPLIANCES" 12. THE POOL DE51GN WILL MEET CHAPTERS 42 AND 45 OF THE 2011 FLORIDA BUILDING CODE 6TH EDITION. 13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF THE 2011 FLORIDA BUILDING CODE GTP EDITION. 14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC CODE. SEE 68026 (B)(2)(b) FOR PERIMETER BONDING U51NG AT LEAST ONEM 08 AWG BARE SOLID COPPER CONDUCTOR. 15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH OF 8'-0" 05 REBAR 12" O.C.B.W. OVER 8'-0"; SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN WILL BE REQUIRED. 16. RESIDENTIAL POOLS SHALL COMPLY WITH THE AN51/APSP/I00-5 2011 FOR RESIDENTIAL INGROUND POOLS, AN5I/AP5P/IGC-3 2014 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS, AND AN51/AP5P/IGC-1 2013 FOR SUCTION ENTRAPMENT AVOIDANCE STANDARDS. AND AN51/APSP/ICG-15A 2013 STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY Il. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION FITTING IS MISSING, BROKEN, OR LOOSE. 18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC GLEANING SYSTEM, 15 A VACUUM CLEANER SYSTEM WHICH HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER, OR OTHER APPROVED MEANS. COMPACTED 501L UNDER PARKER MYNCWENBE O 4 INC ASSOC. CONCRETE DECK �J V V PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1729 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 3211-1 (386) 611-6891 FAX (386) 611-2114 NOT VALID WITHOUT EMBOSSED SEAL. PARKER MYNCHENBERG, P.E: #32645 TYPICAL iRES 1 DENTAL SW/POOL DESIGN f=OR SURFSIDE POOLS 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (904) 246-2666 STATE LICENSE CPC044080 THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/19. IF THE FLORIDA BUILDING GODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET I OF 5 REGIRCULATI! ' GHLORINA POOI FILTE THERAPY JET RETURN LINE fir --------------1l II II II I MAIN DRAINS MEET THE VIRGINIA GRAEME I BAKER POOL AND SPA SAFETY ACT. �i (SECOND MAIN DRAIN MAY BE ON SIDE WALL) FE -11 r MAIN DRAIN (SUCTION) ----- J1 �I Z I I r� mE II II Ir I, II EE€iF UNDERWATER LIGHT 11 Ir II II RETURN LINE --- -------- ---- J r i j --------------------------'7 I I I II 1 3/4" BULLNOSE I I I I j l L--------------��------------__JI TILE OPTIONAL --------------------------------) ON EDGE OF STEP. TYPICAL SPA POOL 2 MAIN DRAINS ON FLOOR POOL SHELL 3000 P51 CONCRETE PNEUMATICALLY APPLIED. 6" IN VERTICAL WALLS (TYP) G" IN COVES AND FLOORS (TYP) 2500 MIN. GUNITE MAY BE SUB5ITlUTED FOR 3000 PSI CONCRETE 1/2" QUARTZ FINISH UL APPROVED UNDERWATER LIGHT PAVER DECKING OR 4" THICK CONCRETE DECK W/ FIBERMIX WATER 3000 P51 LINE 6"X6" CERAMIC TILE LOW PROFILE JUNCTION BOX THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES THE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN BOX, IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN BOX HORIZONTALLY, THE COVER FROM THE TOP OF THE GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5 TIMES THE DIA. OF THE MAIN DRAIN PIPE. 1-1/2 TIMES THE DIA, 1-1/2 TIMES THE DIA. MAIN MAIN DRAIN DRAIN CAP TILE/ BRICK/ OR CANTILEVER WITH WATERLINE TILE ACRLYIC FINISH DECK AND TILE DETAIL I7vv), I .I. COMPACTED SOIL UNDER CONGETE DECK r i MAIN DRAIN NOT VALID WITHOUT SUCTION LINE — CONT EXTRA 05 RS EMBOSSED SEA /. 0 00 0 ° ° 03 BARS 12" O.G. 000 00°00 VERTICAL AND 0Oo 0000 HORIZONTAL (TYP) Qs=° MAIN DRAIN W/ RELIEF o00i0 ° 0 ° (GRADE 40) PLUG OR 2" °00000 oo0p0 �f / HYDROSTATIC RELIEF 0 p0o °� 000 VALVE, IF REQ D. 0,00( 0 000 < (( ROGKBED SECTION r PARKER MYNCHENBERG, P E.#52645 OFFICE COPY PARKER MYNCNENBERG 4 ASSOC. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 172q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111 (386) 671-6891 FAX (386) 611-2114 . TYPICAL RE51 DENTAL 5W/FOOL DESIGN FOP, SURFSIDE POOLS 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (904) 246-2666 STATE LICENSE CPC044080 THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE U5ED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/1q. IF THE FLORIDA BUILDING CODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 2 OF 5 2. 3. 4. 5. 6. POOL BONDING NOTES: EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID COPPER CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE hERIMETER SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE WALLS OF THE POOL AND WHICH 15 SECURED WITHIN OR UNDER THE PERIMETER SURFACE 4" TO 6" BELOW 5UBGRADE. THE PERIMETER BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS PER NEC 250.8. BONDING CABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM OF EXCAVATION. WHEN REBAR IS UTILIZED FOR THE CONSTRUCTION 01= PLANTERS AND FOOTERS ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR ;SHALL BE BONDED USING 08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL WHILE MAINTAINING SMOOTH RADIAL CURVES - NO q0° RADIUS SHALL BE PERMITTED. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COF'PER GLAD STEEL, 8' LONG AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE USED SHALL BE BONDED USING 08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS, POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER SURFACES LIKE EDGE PLANTERS, STOP/RETAINING W,%LLS, AND ZERO -LOT LINES. IN THESE CASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE WITH NEC 68026, NOTE 1 )ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE BONDING WITH THE AHJ IN TF�IE DETERMINATION OF ITErYPICAL APPLICATION OF THE NEC. LADDER, HANDRAIL, DIVING BOARD, ETC PUMP MOTOR METAL CONDUITS OR PIPING 5Y5TE POOL REINFORCING STEEL III IIif 1 0 HEATER TYPICAL POOL BONDING BOND JUMPER \ NOTE g TYPICAL TRANSFORMER On JUNCTION BOX (IF USED) S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A #8 AWG BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING AT 4 POINTS SHALL NOT BE REQUIRED. q. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF TWE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY NEC 680.26 (VERIFY LOCATIONS) USING #8 AWG BARE SOLID COPPER WIRE. 10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL HANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN THE POOL AND SPA AND AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS TWAT ARE WITHIN 5 FT. HORIZONTALLY OF THE INSIDE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVI THE MAXIMUM WATER LEVEL OF THE POOL U51NG #8 AWG BARE COPPER WIRE. II. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES. 12. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS. NOTE I NOTES 2 AND 3 NOTE I 'OR NOTE 3 BOND JUMPER MINIMUM 5/8" DIAMETER NOTE 8 COPPER GROUND ROD FROM POOL REBAR OR TYPICAL DRIVEN UNTIL MAXIMUM BONDING CONDUCTOR RESISTANCE VALUE OF 25 OHMS 15 REACHED NOTE 1 (IF USED) BOND JUMPER NOTE 10 TYPICAL 13 TYP I GAL BOND I NG TYPES SWIMMING POOL LT FIXTURE NOTE 11 NOTES I, 4, NOT TO SCALE ® TYPICAL 5 AND 8 NOTES: I. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. TYPICAL POOL BONDING PLAN NOT TO SCALE POOL LIGHT NICHE CONTROL PANEL(5) TIC NOT TO SCALE SCHEMATIC NOTES: 1. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE FOOL SHELLS, PERIMETER SURFACES, METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT, AND METAL WIREWAY5/00NDUIT5 SHALL BE IN ACCOF:DANCE WITH NEC 680.26. OR, AS ACCEPTED BY THE AUTHORITY HAVING JURISDICTION )AHJ). BONDING LEGEND • BOND CONNECTION, PER NEC 250.8 o PARALLEL TAP CONNECTION, PER NEC 250.8 UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIMUM) NOT VALID WITHOUT E1'I5055€D SEAL. 'i PARKER MYNGHENBERG, P E. #32645 OFFICE COPY PARKER MYNOWENBERG 4 ASSOC. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCWITEGT5 112q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 3211-1 (386) 677-6881 FAX (386) 61-7-2114 TYPICAL RES I DENTAL SW/POOL DESIGN FOR SURFSIDE POOLS 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (qO4) 246-2666 STATE LICENSE OPCO44080 THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/lq. IF THE FLORIDA BUILDING CODE IS ALTERED OR MODIFIED BEFORE THAT DATE, TP15 DRAWING MAY BE RENDERED VOID. SHEET 3 OF 5 N 00 Ln 0 0 r` x 0 0 N d rn L N W rn m U 0 x x z a rr) Ln 4 N N eP O N N N 4" DECK 03 BAR AT 12" ON CENTER BAR TO BE 5 FT LONG TURN DOWN FOOTER DETAIL 1-#3 BAR BRICK PAVER /CONTINUOUS POOL DECK QO 1-#3 BAR VERTICALLY !I 4 MIN 0 36" ON CENTER ? 1-03 BAR B=1/2" CONTINUOUS X A I 9' PAVER DECK TURNDOWN DETAIL 04 BAR AT 12" ON TYP ALL SLABS FLAT SLOPE/INO FOOTING Trod I (2) #3 REBAR CONI I FT IN TO IFTIN MOTERATE 5LOPE FOOTING TYPE 2 BAR AT 12" ON CENTER 04 BAR AT 12" ON CENTER i I 24" 2 FT RETAINING WALL RETAINING K5,LL 3000 P51 PUMP MIX CONCRETE 04 BAR AT 12" ON CENTER 4. 32" 4 FT RETAINING WALL RETAINING WALL 3000 P51 PUMP MIX CONCRETE 04 BAR AT 12" ON 3) 03 REBAR CONT. IFTIN6 iy / STEEPER 5TMEP 5LOF =- FOOTING TYPE 2 SLAB -FOOTING DETAIL5 2500 MIN. GUNITE MAY BE 5UBSITIUTED FOR 3000 P51 CONCRETE USE 6X6 10/10 WWM OR FIBER MESH CURE FOR ONE WEEK BEFORE INSTALLING ANCHORS. 04 BAR AT 12" ON CENTER 1 24" 1 5 FT RETAINING WALL RETAINING WALL 3000 P51 PUMP MIX CONCRETE — THE POOL CONTRACTOR SHALL PLACE ALL STEEL / IN THE POOL WALL AT NO MORE THAN G" ON CENTER IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE OF REPOSE IN ENCROACHED ON OR THE POOL SHELL ENCROACHES INTO THE I TO I AREA. EXISTING STRUCTURE 2" X 4" STRINGERS PLACED AT 2 FT ON CENTER IN ALL AREAS STEEL TEX FORM W/ STRUCTURAL STEEL IN PLACE TO BE INDEPENDENTLY SUPPORTED AWAY FROM SHORING. THE POOL SHELL WALL SHALL BE CONSTRUCTED AT 6" THICKNESS. # 3 REBARS AT 6" ON CENTER BOTH WAYS IN AREAS THAT EXTEND INTO THE ANGLE OF REPOSE STRINGER MAY BE DRIVEN INTO GROUND MIN. 9" OR OTHERWISE 5UPPORED TO PREVENT FROM KICKING OUT AT BASE. SNORING DETAIL IN LOCATIONS WHERE EXISTING FOUNDATION 15 THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED. .. - . - - - - RIBBONII H/ FAVER DECK 51DE WALL5 NOT VALID WITHOUT EMBOSSED S L. CONCRETE PAVER DECK � -, a 12 3000 F51 CONCRETE W/ 2-03 REBARS o RIBBON FOOTING . W/ PAVER DECK FRONT WALL PARKER MYNCH ` BERG.,6P.E: `#32645 3'-6" MIN. DISTANCE LESS THAN I ON I STRINGER TO BE SUPPORTED BY CLEATING TO SUITABLE ANCHOR DEVICE SUCH AS A 2" X 4" ATTACHED WITH ANCHOR NAILS OR TAPCON5 TO EXISTING CONCRETE LANAI OR EXISTING STRUCTURE OR ITS FOUNDATION. EXISTING STRUCTURE USE 1/2" PLYWOOD SHEETING OR EQUIVALENT BUILDING MATERIAL TO RESTRAIN 51DE OF EXCAVATION BACKFILL BEHIND SHORING TO PREVENT UNDERMINING OF EXISTING STRUCTURE. PROVIDE WEEP HOLES AS APPROPRIATE. CONTRACTOR SHOULD ATTEMPT TO CONSTRUCT ROUGH SHELL AS RAPIDLY AS CONDITIONS WILL ALLOW. THERE 15 NO SUBSTITUTE FOR RAPIDLY BACKFILLING OFFICE c o EXCAVATION TO PREVENT UNDERMINING OF ADJACENT STRUCTURE. PARKER MYNO—IENBER6 4 A550C. INC, PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1129 RIDGEWOOD AVENUE HOLLY WILL FLORIDA 32111 (386) 611-6891 FAX (386) 611-2114 TYPICAL RE51 DENTAL 51WPOOL DESIGN 1=0i2 SURF51DE POOLS 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (904) 246-2666 STATE LICENSE CFC044080 THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/19. IF THE FLORIDA BUILDING CODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 4 OF 5 12" MUD SET-_ 03 BAR AT 12" ON CENTER 05 BAR CONTINIOU5 STANDARD YARD ELEVATION — ALUMINIUM SCREEN UPRIGHT 04 BAR CONTINIOUS L #5 BAR AT 40" ON CENTER POOL SHELL `r WITH CELL FILLED WITH CONCRETE DECK DRAIN STANDARD YARD N Gf <1 �/ 4" POOL DECK ELEVATION 36" TURNDOWN WALL 3000 PSI PUMP MIX ,:;ONGRETE BLOOK WALL DETAIL WALL 3000 P51 PUMP MIX CONCRETE UPRIGHT CENTER WITH CONCRETE BAR �IT 12" ON CENTER BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 P51 PUMP MIX 5ONGRETE // / / / 04 BAR AT 12" ON CENTER G � ' 4'-2" 6 FT RETAINING WALL _ RETAINING WALL 3000 P51 RUMP MIX CONCRETE PARKER MYNGPENBFRG, P F: #32'645 BOND BEAM WITH 1 05 BAR OVER 6 FT BOND BEAM WITH 1 #4 BAR UNDERI G FT DOWELS #5 REBAR 24" MAX SPACING USE 04 REBAR IF UNDER G' -O" #5 REBAR 12" MAX SPACING USE 04 REBAR IF UNDER V -O" B RETAINING WALL TYP. RETAINING WALL DIMENSIONS OFFICE COPY PARKER MYNCNENSEizG 4 A550C. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 3211"1 (386) 671-6891 FAX (386) 611-2114 TYPICAL RE51 DENTAL 5W/P00L DESIGN FOP, 51Jfi2F51 DE POOL5 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (904) 246-2666 STATE LICENSE CPC044080 T14I5 SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/19. IF THE FLORIDA BUILDING CODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, TNI5 DRAWING MAY BE RENDERED VOID. SHEET 5 OF 5 r` O i� x O ,° In a_ L� N W r� rn O rn X Qf X 11 O N N O N \ N N O� 3 vi J O O w 0 in L� In 1-1 0 O a_ w 0 In f. (n O O a_ i Q 1- z w 0 U) Li / r B' WEB TYP. RETAINING WALL DIMENSIONS OFFICE COPY PARKER MYNCNENSEizG 4 A550C. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 3211"1 (386) 671-6891 FAX (386) 611-2114 TYPICAL RE51 DENTAL 5W/P00L DESIGN FOP, 51Jfi2F51 DE POOL5 313 BEACH BOULEVARD JACKSONVILLE BEACH, FL. 32250 (904) 246-2666 STATE LICENSE CPC044080 T14I5 SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/19. IF THE FLORIDA BUILDING CODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, TNI5 DRAWING MAY BE RENDERED VOID. SHEET 5 OF 5 r` O i� x O ,° In a_ L� N W r� rn O rn X Qf X 11 O N N O N \ N N O� 3 vi J O O w 0 in L� In 1-1 0 O a_ w 0 In f. (n O O a_ i Q 1- z w 0 U) Li / r Simplified Total Dynamic dead Calculation Pool Spa Ccmbo Determine Maximum System flow Rate: _._ Total Head in Feet Conversion Chart Inches M rcury (Vacuum Gauge) � ..-21,1111-11-1 1-011-11- 2 _.._ S I 0 1-2-1--14 Friction loss in suction pipe 2.5" @ 8 fps inch pipe per one foot @ Swimming Pool Info: 160 3.5 to 5 to N/)it 103 gpm ( from pipe flow/friction loss chart) = 0.16 volume: 4700 gallons ( Surface Area (Shallow) 0.09 = (Deep) (Shalh�w) Length of pressure pipe 55 Spa Info: 33 3 8.80 TDH in piping 9.1 11.4 volume: 450 gallons ( Surface Area (Depth) ft. of head # Filter loss in TDH (from filter data sheet) 2.00 ( from filter data sheet) Main Drain 2.34 2.34 1 Heater loss in TDH (from heater data sheet) 0.00 (from heater data sheet) 5150 Total volume Preferred Turnover Time in Hours : 6 'Total all other loss x 60 min. = 360 Therapy Jet 0.00 27.72 0 Pool Total Dybamk (Hours) 21 (tumovertime in minutes) 0 Maxium Pool Flow Rate: 5150 divided by 'Total 5.64 360 1tgi gpm 0 = 15 gpm (gallons) (turnover time in minutes) (flow rata pool) (feature flow rate) Spa Jets (#) 5 x 13 gpm per jet = 65 flow rate (# of jets) (jet flow) 13.8 16.1 18.3 20.6 A&A Quik Clean System NONE x 0 gpm Cleaner Head 0 flow rate NONE x 0 gpm Cleaner Head 0 flow rate NONE x 0 gpm Cleaner Head 0 flow rate (# of heads) (head flow) 18.4 20.7 0 Total Floor Heads flow rate Maximum Pool System Flow Rate: 65 4- Highest required flow rate between "Maximum Pool Flow 8 18.5 Rate" and "Spar Jets" and "Quick Clean System" Determine Pipe Sizes: 23.8 32.0 34.3 36.6 38.8 Pool/Spa: Branch piping to be: 3" 2o.$ inch to keep velocity C) 6 fps.Max.at : 136 gpm. Maximum System Flow Rate Trunk piping to be : 2.5" 34.4 inch to keep velocity Cc) 8 fps.Max.at : 117 gpm. Maximum System Flow Rate Return piping to be 2" 23.1 inch to keep velocity @ 10 fps.Max.at : 103 gpm. Maximum System Flow Rate Determine Simplfied TDH (POOL): Distance from nearest edge of pool to pump in feet = 55 _._ Total Head in Feet Conversion Chart Inches M rcury (Vacuum Gauge) � ..-21,1111-11-1 1-011-11- 2 _.._ S I 0 1-2-1--14 Friction loss in suction pipe 2.5" @ 8 fps inch pipe per one foot @ 117 gpm ( from pipe flow/friction loss chart) = 0.09 Friction loss in return pipe 2" @ 10 fps inch pipe per one foot @ 103 gpm ( from pipe flow/friction loss chart) = 0.16 Length of suction pipe 55 x Ft. of head per one foot of pipe 0.09 = 4.95 TDH in piping Length of pressure pipe 55 x Ft. of head per one foot of pipe 0.16 = 8.80 TDH in piping 9.1 11.4 13.6 TDH in piping 13.75 Other Loss in TDH ft. of head # Filter loss in TDH (from filter data sheet) 2.00 ( from filter data sheet) Main Drain 2.34 2.34 1 Heater loss in TDH (from heater data sheet) 0.00 (from heater data sheet) Returns 3/4" 3.30 3.30 1 'Total all other loss 5.64 Therapy Jet 0.00 27.72 0 Pool Total Dybamk Head (TDH) 21 Floor System 0.00 19.65 0 20.5 22.8 'Total 5.64 27.3 '.,.. OFFICE COPY Pool Pump: Jandu F/oPro VS -FHP 1 hp 65 Gallons Per Minute 21 Total Dnamic Head (TDH) Pool Filter: Jandu CS150 Cartridge Heater: JXi400P Jandu Pro Series (LP as Pool Main Drain: Nova 7-3/4" Pool Drain 3ft.0in. Floor Installation @ 150 gpm max. flow Design Hod Loss (Hoed) Jandy' Cartridge Filter, CS Series Flow Rate (gpm) Design Pressure Drop (psi) - CS150 i CS200 CS254 CS100 Pools Spas • Service Christopher & Jennifer Griffith 1710 Beach Avenue Atlantic Beach 32233 19/2019 _._ Total Head in Feet Conversion Chart Inches M rcury (Vacuum Gauge) � ..-21,1111-11-1 1-011-11- 2 _.._ S I 0 1-2-1--14 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 ',. 2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 '.,.. 4 9.2 11.5 13.8 16.0 18.3 20.5 22.$ 25.1 27.3 29.6 J 11.6 13.8 16.1 18.3 20.6 22.9 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 i6.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 8 18.5 20.7 23.0 25.3 27.5 23.8 32.0 34.3 36.6 38.8 9 2o.$ 23.1 25.3 27.6 29.8 32.1 34.4 36.6 38.9 41.1 j 10 23.1 25.4 27.6 28.9 32.1 34.4 36.7 3&9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 45.9 48.1 50.4 F t 14 16 32.3 34.7 ---i6.9 34.6 36:9 39.2 39.1 41.4 41.4 43.7 b3.6 46.0 d5.9 48.2 48.2 50.5 Sod 52.7 52.7 55.0 ". 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 7 '1. 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 0 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 4919 43.9 46.2 48d 50.7 52.9 55.2 57.5 59.7 62.0 64.2 �- € 26 46.2 48.5 50.7 53.0 SS.2 57.5 59.8 62.0 64.3 66.5 =t. 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 a, ? 23 53.1 55.457.7 53.9 62.2 64.4 66.7 63.0 71.2 73.5 24 55.4 57.7 60.0 62.2 64.5 66.7 63.0 71.3 73.5 75.8 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 76 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5P34.3 85.0 29 30 67.0 69.3 C3.3 71.6 71.5 73.8 73.8 76.1 76.0 78.3 78.3 80.6 80.6 82.9 82.8 85.1 87.3 89.6 31 32 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 92.0 73.9 76.2 78.4 80.7 83.0 85.2 87.5 83.7 94.3 33 76.2 78.5 $o.8 83.0 85.3 87.5 89.8 92.1 96.6 34 78.5 $0.$ 83.1 85.3 $7.6 89.8 92.1 94.4 1 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 1 98.9 1 141.2 Design Hod Loss (Hoed) Jandy' Cartridge Filter, CS Series Flow Rate (gpm) Design Pressure Drop (psi) - CS150 i CS200 CS254 CS100 Pools Spas • Service Christopher & Jennifer Griffith 1710 Beach Avenue Atlantic Beach 32233 19/2019 GRIFFITH ESIDENCE 1710 BEAC AVENUE ATLANTIC EACH, FLORIDA LOT 6,530 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, SHEDS, WALKS,PAD 3, 2,580 S.F. TOTAL IMPERVIOUS 9. ;Rn a F = A DESCRIPTION AREA LOTAREA LOT AREA (SQ. FT.) (SQ. FT.) "C" Wtd "C" IMPERVIOUS 2,580 6,530 1.00 0.40 PERVIOUS 3,950 6,530 0.20 0.12 3,268 6,530 RUNOFF CO. (C) = 0.52 PRE DEVELOPMENT RUNOFF VOLUME = 0.52 x 6,530 S.F. x 9.3 in. 112 in. / ft V = 2,632 cu. ft. LOT 6,530 S.F. BUILDINGAREA 2,700 S.F. CARPORT, DRIVEWAY, POOL, TERRACE, PADS, ST OPS: 562 S.F. TOTAL IMPERVIOUS 3.262 S.F. = DESCRIPTION AREA LOT AREA AREA % IMPERVIOUS RUNOFF VOLUME (SQ. FT.) (SO. FT.) "C., Wtd "C" IMPERVIOUS 3,262 6,530 1.00 0.50 PERVIOUS 3,268 6,530 0.20 0.10 703 cu. ft. RUNOFF CO. (C) = i 0.60 POST DEVELOPMEN r RUNOFF VOLUME = 0.60 x 6,530 S.F. x 9.3 in. / 12 in. / ft V = 3,036 cu. ft. DELTA VOLUME = 3,136 - 2,632 = 404 cu. ft. STORMWATER STO GE REQUIREMENTS ' II/I6. D'tl6 AREA % IMPERVIOUS RUNOFF VOLUME PREDEVELOPMEN 6,530 s.f. 40% 2,632 cu. ft. POST DEVELOPMENT 6,530 s.f. 50% 3,036 cu. ft. STORAGE VOLUME REQUIRED: 404 cu. ft. STORAGE VOLUME PROVIDED: 703 cu. ft. -TRATION = 790 S.F. x2' DEPTH = CU. FT. x 30% = 474 CU. FT. :NTION #1 = SLOPE: 207 S.F. X 4" DEPTH X.5 = 34 CU.FT. ): 225 S.F. X 4" DEPTH = 75 CU. FT. ZAGE = 34 + 75 = 109 CU. FT :NITION #2 = SLOPE: 192 S.F. X 4" DEPTH X .5 = 64 CU. FT. "1 70S.F. X 4" DEPTH = 56 CU. FL 1E = 64 + 56 = 120 CU. FT. d RFTFNTI0N=3nQ+19n-­QPII cF + RETENTION 99Q = FULL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO BEGINNING OF ANY EARTH DISTURBING ACTIVITIES. ALL RUNOFF MUST REMAIN ON-SITE DURING CONSTRUCTION. CANNOT RAISE SITE ELEVATION. CONSTRUCTION DUMPSTER CANNOT BE PLACED IN CITY RIGHT OF WAY. FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED. PROVIDE GUTTER AND DOWNSPOUTS ON NEW CARPORT WITH PIPING SILT FENCE (TYP) TO RETENTION AREA AND SEE DETAILS -_____;,_TO CORAL STREET, NEW GRAVEL NEW GRAVEL PROVIDE GUTTER AND DOWNSPOUTS ; ON NEW TME WITH PIPING 1 __ TO RETE TION AREA AND I TO CC -,?AL STREET. 3 STORY WOOD FRAME RESIDENCE No. 1710 BEACH AVE SILT FENCE (TYP) SEE DETAILS— BASIN WITH PIPING T(P— NEW CONC DRIVE NEW GRAVEL DRIVEWAY _ NEW Cf CONC. APRON w O 0 � U i>f`'+ Z m —L NEW W a LPERVI US > IPAVE Q IlPOOL Q J TERPj CE 2 3 U 'I o i. Q I- 1 w m Df ;ss,`; 1, PROVIDE CORRUGATED PIPE WITH POP UP DRAIN TO CORAL STREET. WOOD POWER POLE DG" •FIRE SEWER WA7 VALVE VAL CORAL STREET GRAVEL NEW4'X4' WALKWAY CONCRETE APRON 40' RIGHT OF WAY PAVED PUBLIC ROAD �architec�aral drainage plan Dt SCALE: 1'=10'-0' KF -VIN I-, MUL -ICAN I�FSIGNFI?= INC ( 904) 745-5574 COVERAGE OF LOT E%ISTINGCOVERAGE: LOT AREA: 6,530 S.F. HOME S.F.: 1,025 S.F. DRIVEWAY: 1.-G'. WALKWAYS 305 S.F. TOTAL IMPERVIOUS: 2,580 S.F. % COVERAGE -2,580+ 6,530=AD% PROPOSEDCOVERAGE LOT AREA: S6: 30 S.F. = 3265 6ALLWA%LEOGE BUILDMG SF.: 2,700 S.F CARPORT: 317 S.F. DR -WAY: (GRAVEL) 0S.F. POOLTERRACE (PERVIOUS PAVERS) 180x5= 90 S.F. POOL COPING: 65 S.F. WALKWAYS (GRAVEL): 0 S.F. EQUIP. AREA (GRAVEL): 0 S.F. CARPORT DRIVE: BD S.F. TOTAL IMPERVIOUS: 3.262 S.F. % COVERAGE =3262"8530= 56% PROVIDE GUTTER AND DOWNSPOUTS ON NEW HOME WITH PIPING TO RETENTION AREA AND TO CORAL STREET. Na OA1 - REMSIONF VONAR C G NF W HOML For J�NNIFFI: & CHINS 6RIFF ITH & FILLAI: LLC UFF O JOHNS BLUFF pOAI� SDU11-i CBC 1262296 CGC 60445 2PAN;AC -P-LA, VVI2AINAGZ ('LAN ' II/I6. D'tl6 PLOT PLAN OF r LOT 11 AND THE SOUTH 10 FEET OF LOT 10, BLOCK 8, OCEAN GROVE, UNI No. 1, AS RECORDED IN PLAT BOOK 15, PAGE 82 OF THE CURRENT PUBLIC EXISTING COVERAGE. LOT AREA, 6,530 S.F. HOME S.F.: 1,025 S.F. DRIVEWAY: 1.250 S.F. WALKWAYS. 305 S.F. TOTAL IMPERVIOUS: 2580 S.F. % OF COVERAGE -2.580 - 6,530- 40% PROPOSED COVERAGE LOT AREA 6,530 S.F. (ALLOWABLE COVERAGE: 6530 x 50% = '1265 Sf ) BUILDING S.F 2,700 S.F CARPORT: 317 S.F. DRIVEWAY tGRAVEL) 0 S.F. POOL TERRACE. (PERVIOUS PAVERS) 180x.5= 90 S.F. POOL COPIN13: 65 S.F. WALKWAYS (GRAVEL): 0 S.F. EQUIP.AREA (GRAVEL). 0 S.F. CARPORT DRIVE 90 S.F. TOTAL IMPERVIOUS, 3,262 S, F. 0± OF COVERAGE = 3,262 - 6,530 = 505'4 RECORDS OF DUVAL COUNTY, FLORIDA 0.00t pipf � CAP 0� 12 LOT 10 (EXCEPT T14E SOUTH 10.00 FEE T), SET t/2' p" PIPE 54-52' CAp L83672 SE r 1/7' 12' p m PON P#*- 54. 9 0 CAP IL83672 10,00 j_OT I 12* 57� L936721', 6 ,cI — 0 392. 3 p00L IPMEN T 3 S T' wool) FRAME tF FRESfOENCE,,� 2 1716 No. 51 14 SAFETY BARRIERS: FENCE & HOUSE ALARMS UP TO POOL SAFETY CODE. ALARMS TO MEET CODE UI -2017.1 CAP Lg3672 PNIC CAP CAM CAui)ON ORIS R RISCR V4 10000 Po,*R Paf 00CABLE VAI VE RISER QDRP�L - RIGOi OF *Ay PA;Aj0 PUBLIC NO IF5.' 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY W17" TREE LOCATION. 2, No BUILDING RESTRICTION LINES PER PLA r 3, NORTH ARROW PROTRACTED FROM PLAT 4, INTERIOR ANGLES PER FIELD SURVEY. 5. EASEMENT AS PER PLAT 6. BENCHMARK USED IS A NAIL IN A 12* PALM ADJACENT To THE SOUTHEAST CORNER OF THE PROPERTY ELEVATION - I3,20 (N,A-VD-) 7: — DENOTES EXISTING SITE DRAINAGE FLOW THE pRopERry SHO*N HEREON APPEARS TO LIE IN FLOOD ZONE -X- (AREA ourVOE THE 0-2X ANNUAL CHANCE F7-OODPLAIN) AS VVELL AS CAN BE DE )'ERMINED FROM THE a000 INSURANCE RATE MAP No. 12031CO409H, REWSED XNE J. 2013 FOR DUVAL CajNrY, FLORIDA. 73 t 3'w j`1 I 0 13=4t 13-44 178 1 3,49 A3 3,31 -00-- - � R Flow314 Aw TER NO 243 SANT t SETBACK MEASUREMENTS TAKEN FROM EDGE OF WATER TO PROPERTY LINE. 12 ZO SCALE: I* - 20' THIS MAP WAS MADE FOR THE BENEFIT OF CHRISTOPHER I. GRIFFITH and JENNIFER wAuGH GRIFFITH,• BRANCH RANKING AND TRUST COMPANY,• OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY- BRYAN C, GOOOE, ///I- and PILLAR LLC CONSTRUCTING AND REMODELING. 'NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWGHT, P.S.M. THE ORIGANAL RAISED SEAL OF A FLORIDA FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPM" FLORIDA LIC. SURVEY!NG & MAPPING BUSINESS No. LB 3572 DAT17- -E. 15iECKIED BY: BOATWRIGHT LAND SURVIE-YORSt INC. NOVEMBER 28, 2018 DRAWN BY: CL FILE: 2©18- !§§§ 1500 ROBERTS DRIVE, JACKSONVILLE BEACH. FLORIDA 241-8550 SHEET Of � I GRIFFITH RESIDENCE 1710 BEACH AVENUE ATLANTIC BEACH, FLORIDA PRE DEVELOPMEN AREAS: LOT 6,530 S.F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, SHEDS, WALKS,PALIS, 2,580 S.F. DESCRIPTION AREA STO (SQ. FT.) Wld"C" IMPERVIOUS 2,5800.40 iEl�u PERVIOUS 3,950 tr.12 PRE DEVELOPMENT RUNOFF VOLUME = 0.52 RUNOFF CO. (C) = 0.52 x6,530 S.F. x9.3 in./ 12 in. / ft V = 2,632 cu. ft. MENT LOT 6,530 S.F. BUILDING AREA 2,700 S.F. CARPORT, DRIVEWAY, POOL, EXFILTRATION = 790 S.F. x2' DEPTH = 1580 CU. FT. x 30% = 474 CU. FT. RETENTION #1 = SLOPE: 207 S.F. X 4" DEPTH X.5 = 34 CU.FT. FIELD: 225 S.F. X 4" DEPTH = 75 CU. FT. STORAGE = 34 + 75 = 109 CU. FT RETENTION #2 = SLOPE: 192 S.F. X 4" DEPTH X.5 = 64 CU. FT. FIELD: 170 S.F. X 4" DEPTH = 56 CU. FT. STORAGE = 64 + 56 = 120 CU. FT. TOTAL RETENTION = 109 1120 = 229 CU. FT. ,•.,•r... .r.,onr_c .mvnl T TInN A7A + RFTFNTION 229 = 703 FULL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO BEGINNING OF ANY EARTH DISTURBING ACTIVITIES. ALL RUNOFF MUST REMAIN ON-SITE DURING CONSTRUCTION. CANNOT RAISE SITE ELEVATION. CONSTRUCTION DUMPSTER CANNOT BE PLACED IN CITY RIGHT OF WAY. FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED. PROVIDE GUTTER AND DOWNSPOUTS ON NEW CARPORT WITH PIPING SILT FENCE (TYP) TO RETENTION AREA AND SEE DETAILS\ TO CORAL STREET�IfI STORY 1 NEW NEW + 1 AC RP6ftT— CONC. GRAVEL I I DRIVE WALKWAY i i NEW NEWCATCH - GRAVEL i BASIN WITHPIPINGDRIVEWAY. RETENT - -�<,:' NEW NEW 71 I I RETENTI N AREAS. CONC. 0 GRAVEL p EQUIPMENT' I I I 'e' {IN* W AREA. NEW U1 a PERVI US w PAVE Q ??y I I�POOL a 7i TER CE = U- 7777 Sf I NEW O PROVIDE GUTTER AND DOWNSPOUTS '! POQL Q O 0 -'ON-NEW HOME WITH PIPING ± W TO RETENTION AREA AND r. m TO CORAL STREET. 1 3 STORY WOOD FRAME RESIDENCE No. 1710 II i BEACH AVE i � 1 SILT FENCE (TYP) —� SEE DETAILS I � PROVIDE CORRUGATED PIPE WITH POP UP DRAIN TO CORAL STREET. WOOD POWER POLE • FIRE D4 t4 WA7 SEWERAIAL VALVE NEW NEW 4'X4' CORAL STREET GRAVEL CONCRETE WALKWAY APRON 1—(STORM DRAIN CENTERLINE 40' RIGHT OF WAY PAVED PUBLIC ROAD KFVIN I„ MULL-IC/AN bF_5I6NF12, INC ( 90'1) 745-5574 COVERAGE OF LOT EXISTINGCOVERAGE: LOT AREA: 6,530S.F. HOME S.F.: 1,025 S.F. DRIVEWAY: 1,250 S.F. WALKWAYS: 305 S.F. TOTAL IMPERVIOUS: 2.560 S.F. % COVERAGE =2,500+ 6,530=.A0% PROPOSED COVERAGE LOT AREA: 6.530 S.F. (ALLOWABLE COVERAGE: 6530 , 50%=3265 S.F.) BUILDING S.F.: 2,700 S.F CARPORT: 317 S.F. DRIVEWAY:(GRAVEL) 0S.F. POOLTERRACE: (PERVIOUS PAVERS) 180x.5= 90 S.F. POOL COPING. 65 S.F. WALKWAYS (GRAVEL): 0 S.F. EQUIP. AREA (GRAVEL): 0 G.F. CARPORT DRIVE: 90 S.F. TOTAL IMPERVIOUS: 3.262 S.F. % OF COVERAGE = 3 262 � fi530 =.50% PROVIDE GUTTER AND DOWNSPOUTS ON NEW HOME WITH PIPING TO RETENTION AREA AND TO CORAL STREET. Na DAM REM510NN Al I ETENTION AREAS TO DRAIN TO I ,I G CORAL STREET. NF—W HOMI; FOP JI%NNIF�1: & CHp15 GRIFFITH & FILLA? LLC CON511?UCTION 3167 5T, JOHNS BLUFF POPV 50UTH JAX, FL 32246 C13C 1262296 CGC 60445 Al2CNI'f�CtUl?AL PF,AINAGr� ('LAN archltecIral draimacie plan II/16. 1016 V K,: M, STO RAG E REQUIREMENTS AREA % IMPERVIOUS RUNOFF VOLUME 6,530 s.f. 40 % 2,632 cU. ft. PPREDEVELOPM��=NT MENT 6,530 s.f. 50 % 3,036 cu. ft. ME REQUIRED: 404 cu. ft. IME PROVIDED: 703 cu. IL EXFILTRATION = 790 S.F. x2' DEPTH = 1580 CU. FT. x 30% = 474 CU. FT. RETENTION #1 = SLOPE: 207 S.F. X 4" DEPTH X.5 = 34 CU.FT. FIELD: 225 S.F. X 4" DEPTH = 75 CU. FT. STORAGE = 34 + 75 = 109 CU. FT RETENTION #2 = SLOPE: 192 S.F. X 4" DEPTH X.5 = 64 CU. FT. FIELD: 170 S.F. X 4" DEPTH = 56 CU. FT. STORAGE = 64 + 56 = 120 CU. FT. TOTAL RETENTION = 109 1120 = 229 CU. FT. ,•.,•r... .r.,onr_c .mvnl T TInN A7A + RFTFNTION 229 = 703 FULL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO BEGINNING OF ANY EARTH DISTURBING ACTIVITIES. ALL RUNOFF MUST REMAIN ON-SITE DURING CONSTRUCTION. CANNOT RAISE SITE ELEVATION. CONSTRUCTION DUMPSTER CANNOT BE PLACED IN CITY RIGHT OF WAY. FULL RIGHT OF WAY RESTORATION, INCLUDING SOD, IS REQUIRED. PROVIDE GUTTER AND DOWNSPOUTS ON NEW CARPORT WITH PIPING SILT FENCE (TYP) TO RETENTION AREA AND SEE DETAILS\ TO CORAL STREET�IfI STORY 1 NEW NEW + 1 AC RP6ftT— CONC. GRAVEL I I DRIVE WALKWAY i i NEW NEWCATCH - GRAVEL i BASIN WITHPIPINGDRIVEWAY. RETENT - -�<,:' NEW NEW 71 I I RETENTI N AREAS. CONC. 0 GRAVEL p EQUIPMENT' I I I 'e' {IN* W AREA. NEW U1 a PERVI US w PAVE Q ??y I I�POOL a 7i TER CE = U- 7777 Sf I NEW O PROVIDE GUTTER AND DOWNSPOUTS '! POQL Q O 0 -'ON-NEW HOME WITH PIPING ± W TO RETENTION AREA AND r. m TO CORAL STREET. 1 3 STORY WOOD FRAME RESIDENCE No. 1710 II i BEACH AVE i � 1 SILT FENCE (TYP) —� SEE DETAILS I � PROVIDE CORRUGATED PIPE WITH POP UP DRAIN TO CORAL STREET. WOOD POWER POLE • FIRE D4 t4 WA7 SEWERAIAL VALVE NEW NEW 4'X4' CORAL STREET GRAVEL CONCRETE WALKWAY APRON 1—(STORM DRAIN CENTERLINE 40' RIGHT OF WAY PAVED PUBLIC ROAD KFVIN I„ MULL-IC/AN bF_5I6NF12, INC ( 90'1) 745-5574 COVERAGE OF LOT EXISTINGCOVERAGE: LOT AREA: 6,530S.F. HOME S.F.: 1,025 S.F. DRIVEWAY: 1,250 S.F. WALKWAYS: 305 S.F. TOTAL IMPERVIOUS: 2.560 S.F. % COVERAGE =2,500+ 6,530=.A0% PROPOSED COVERAGE LOT AREA: 6.530 S.F. (ALLOWABLE COVERAGE: 6530 , 50%=3265 S.F.) BUILDING S.F.: 2,700 S.F CARPORT: 317 S.F. DRIVEWAY:(GRAVEL) 0S.F. POOLTERRACE: (PERVIOUS PAVERS) 180x.5= 90 S.F. POOL COPING. 65 S.F. WALKWAYS (GRAVEL): 0 S.F. EQUIP. AREA (GRAVEL): 0 G.F. CARPORT DRIVE: 90 S.F. TOTAL IMPERVIOUS: 3.262 S.F. % OF COVERAGE = 3 262 � fi530 =.50% PROVIDE GUTTER AND DOWNSPOUTS ON NEW HOME WITH PIPING TO RETENTION AREA AND TO CORAL STREET. Na DAM REM510NN Al I ETENTION AREAS TO DRAIN TO I ,I G CORAL STREET. NF—W HOMI; FOP JI%NNIF�1: & CHp15 GRIFFITH & FILLA? LLC CON511?UCTION 3167 5T, JOHNS BLUFF POPV 50UTH JAX, FL 32246 C13C 1262296 CGC 60445 Al2CNI'f�CtUl?AL PF,AINAGr� ('LAN archltecIral draimacie plan II/16. 1016 V K,: M,