340 W 14th St ACC23-0031 - Site Plans-Update - ESS - 4 Rev. 2-20-24_1Sheet IndexVICINITY MAPPREPARED FOR:FONDER RESIDENCENORTH PLANSFORFONDER RESIDENCEDETACHED GARAGE340 14TH ST WATLANTIC BEACH FLENGINEER:Cody & Joanna Fonder340 W 14th StAtlantic Beach, FLLegend Engineering416 3rd St S - Unit 202Jacksonville Beach, FL 32250813.389.0835legendenggroup.comPerritte Services904-955-6802Charles E. Porter2465 Stockton DrFleming Island, FL 32003904-234-5574CONSTRCUTOR:SURVEYOR:PROPERTY OWNER:DATE:AS SHOWNSCALE:NUMBER SHEETSPAGE NUMBERPROJECT No.1OCT 20231023-0340TITLEPLOT DATE:10/23/2023DRAWN BY:RCJDESIGNED BY:RCJCHECKED BY:JPREV DESCRIPTION DATEBYFONDER RESIDENCE
DETACHED GARAGE
ATLANTIC BEACH, FL1 of 5
WEST 14TH ST50' PUBLIC ROWASPHALT ROADWAY SURFACE W/ SIDEWALKS AND DITCHESLOT 1BLOCK 231LOT 2BLOCK 231LOT 3BLOCK 231VIOLET ST
50' PUBLIC ROWPROPOSEDDETACHEDGARAGE600 SQ FTFFE 12.3EX ONE STORYFRAME & SIDNINGRESIDNECE NO. 340FFE 13.9LOT 1BLOCK 231EX WATER SERVICEEX SEWER SERVICEHWPORTAPOTTYCONSTRUCTIONDUMPSTERDATE:SCALE:NUMBER SHEETSPAGE NUMBERPROJECT No.2SURVEY AND EROSION CONTROLDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBYSURVEYSCALE: 1" = 10'EROSION CONTROL AND DEMO PLANSCALE: 1" = 10'FILTER FENCE DETAIL6" MIN4'26" MINFINISHED GRADESTAKES: 2x2 (NOMINAL) HARDWOOD, 1 1/2" x 1 1/2" x 42" ACTUAL1/4" HARDWOOD LATH FASTENED TO STAKEDIRECTION OF FLOWSTAKE SPACING 4,5,6,7,8,9,10 FT. ON CENTERCIRCLE ONEGEOTEXTILE FILTER FABRIC EMBEDDEDMINIMUM OF 6" INTO GROUND WITH AMINIMUM OF 8" OF FABRIC BELOW GRADE1.SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE GROUND COVER IS REMOVED. CLEARING, GRUBBING, AND STUMPING CANOCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COVER IS NOT REMOVED.2.WHERE POSSIBLE, SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE.3.A RUN OF SILT FENCE SHOULD FOLLOW THE CONTOUR AS CLOSE AS POSSIBLE WITH THE ENDS TURNED UPSLOPE TO POND WATERBEHIND THE FENCE.4.THE SILT FENCE SHOULD BE BURIED AT LEAST 6" DEEP AND HAVE A TOTAL OF 8" OF FABRIC BELOW THE GROUND. THIS CAN BEACCOMPLISHED WITH A TRENCHER, CABLE LAYING MACHINE, SLICING MACHINE OR OTHER SUITABLE DEVICE WHICH WILL ENSURE ANADEQUATELY UNIFORM TRENCH DEPTH.5.THE STAKES SHALL BE PLACED ON THE DOWN SLOPE SIDE OF THE GEOTEXTILE. THE STAKES SHALL BE A MINIMUM OF 2X2 NOMINAL(1-1/2" X 1-1/2" ACTUAL) HARDWOOD STAKE OF SOUND QUALITY. T-POSTS MAY BE SUBSTITUTED IF GROUND CONDITIONS REQUIRE.6.WHERE TWO SILT FENCE SECTIONS ARE COMBINED INTO ONE RUN THE END STAKES SHALL BE CONNECTED TOGETHER, NOT SIMPLYOVERLAPPED.7.IF RUNOFF OVERTOPS THE SILT FENCE, FLOWS AROUND THE ENDS, OR IN ANY OTHER WAY BECOMES A CONCENTRATED FLOW, ONE OFTHE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE: 1) AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM, 2)THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED, 3) ACCUMULATED SEDIMENT SHALL BE REMOVED, OR 4) OTHER PRACTICESSHALL BE IMPLEMENTED.8.THE MANUFACTURER SHALL SUBMIT A CERTIFICATION WITH EACH SHIPMENT OF SILT FENCE STATING THAT IT MEETS THEFOLLOWING SPECIFICATION REQUIREMENTS: MINIMUM TENSILE STRENGTH - 120 LBS.; MAXIMUM ELONGATION AT 60 LBS - 50%;MINIMUM PUNCTURE STRENGTH - 50 LBS.; MINIMUM TEAR STRENGTH - 40 LBS.; MINIMUM BURST STRENGTH - 200 PSI., APPARENTOPENING SIZE <=.84MM.; MINIMUM PERMITTIVITY 1X10-2SEC-1; ULTRAVIOLET EXPOSURE STRENGTH RETENTION - 70%.- SILT FENCE- GRAVELSITE PLAN LEGENDTSB0SCALE: 1" = 10'10520WESNAS SHOWN2 of 5TSBTSBTSBTSBTSBTSBTSBTSBTSBTSBTSBTSBTSBTSBTSBTSBTSBTSB TSB TSB TSB TSB TSB TSBTSBTSBTSBTSBTSBTSBTSBOCT 20231023-0340CHECKED BY:JPFONDER RESIDENCE
DETACHED GARAGE
ATLANTIC BEACH, FLGRATE COVER AND TUBE INLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCE DETAIL1.No. 1 COARSE AGGREGATE (1.5 - 3.5 INCH STONE) SHALL BE USED.2.THE AGGREGATE LAYER MUST BE AT LEAST 6 INCHES THICKINLET GRATE PROTECTED W/GEOTEXTILE FABRICFLOOD WATER OPENINGGrate Cover & TubeTUBE ASSEMBLY WITH SLEEVEMATERIAL1.INLET PROTECTION SHOULD BE INSTALLED AT THE TIME THE STRUCTURE IS SET.2.INSPECT AFTER EACH RAIN OR AS DIRECTED BY ENGINEER OR INSPECTOR.3.REMOVE ANY ACCUMULATED SEDIMENT AFTER EACH RAIN.4.GRATE COVER INSTALLATION; CUT A PIECE OF GEOTEXTILE 1 FOOT LARGER THAN GRATE. PLACE GRATEUPSIDE DOWN ON GEOTEXTILE. FOLD SIDES IN TOWARD AND SECURE. REPLACE GRATE.5.TUBE ASSEMBLY AND INSTALLATION; CUT A PIECE OF SLEEVE MATERIAL 2 FEET LONGER THAN OPENING.CUT A CORRUGATED DRAIN PIPE ONE FOOT LONGER THAN OPENING. INSERT PIPE IN SLEEVE AND CLOSEONE END WITH HOG RINGS OR OTHER METHOD. INSERT SCHEDULE 40, CONDUIT, OR TUBING THAT WILL KEEPTHE PIPE STRAIGHT. FILL WITH TWO POUNDS OF GRAVEL PER LINEAL FOOT. CLOSE END. SECURE TO GRATEOR TO STAKES IN THE GRASS TO PREVENT TUBE FROM BEOMING A TRAFFIC HAZARD.6.AS WITH ALL INLET PROTECTION DEVICES, CHECK TO SEE HOW DEEP THE WATER COULD RISE IF THE INLETWERE TO BE BLOCKED ENTIRELY. DO NOT INSTALL IF IT COULD CASUE PROPERTY DAMAGE OR POSE ASAFETY HAZARD TO TRAFFIC.PUBLIC ROAD50' MIN.12' MIN
WEST 14TH ST50' PUBLIC ROWASPHALT ROADWAY SURFACE W/ SIDEWALKS AND DITCHESLOT 3BLOCK 231VIOLET ST
50' PUBLIC ROWPROPOSEDDETACHEDGARAGE600 SQ FTFFE 12.3EX ONE STORYFRAME & SIDNINGRESIDNECE NO. 340FFE 13.9LOT 1BLOCK 23125.0'22.0'4.0'13.0'
13.5'18.0'33.0'5.0'5.0'5.0'34.8'5.0'30.0'10.0'36.0'25.0'16.3'12.0'10'x8' ROLL UP8.7'CONTRACTOR TO INSTALLSTAIR WITH 48" LANDING6.0'HWCONSTRUCTION14.5'FFE(12.3)GRD(11.8)TOP(26.8)PROPOSED DETACHED GARAGEDATE:SCALE:NUMBER SHEETSPAGE NUMBERPROJECT No.3GEOMETRY PLANDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
AS SHOWNGEOMETRY PLANSCALE: 1" = 10'0SCALE: 1" = 10'10520WESNGEN NOTE1.ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH COABSTANDARD DETAILS AND SPECIFICATIONS AND/OR AS ALLAPPLICABLE STATE AND LOCAL REGULATIONS.2.GUTTERS SHALL BE TIED INTO DOWNSPOUTS. ALL DOWNSPOUTSSHALL BE BE DIRECTED TOWARDS CITY RIGHT OF WAYS ORAREAS THAT DO NOT CAUSE FLOODING IMPACTS OR POTENTIALEROSION ISSUES TO THE SUBJECT PROPERTY AND NEIGHBORINGPROPERTIES.3.ALL TOPOGRAPHIC AND SITE BOUNDARY INFORMATION PROVIDEDBY CHARLES PORTER SURVEYORS.4.ALL SURFACES SHALL BE SLOPED AWAY FROM THE BUILDINGS5.ALL GRADING SHALL BE SUCH THAT POSITIVE DRAINAGE OCCURS3 of 5-4" NDS CORRUGATED PIPE-EXISTING TOPO CONTOUR-DIRECTION OF FLOW-DOWNSPOUT-PROPOSED TOPOGRAPHIC EL-CONCRETE-FRENCH GRAVEL DRAIN BED-POP-UP DRAIN EMITTER-GUTTER-FILTER FENCE00.0TSB00.0SITE PLAN LEGENDOCT 20231023-0340PLOT DATE:10/23/2023CHECKED BY:JPFONDER RESIDENCE
DETACHED GARAGE
ATLANTIC BEACH, FLBUILDING HEIGHTSCALE: NTS
WEST 14TH ST50' PUBLIC ROWASPHALT ROADWAY SURFACE W/ SIDEWALKS AND DITCHESLOT 3BLOCK 231VIOLET ST
50' PUBLIC ROWPROPOSEDDETACHEDGARAGE600 SQ FTFFE 12.3EX ONE STORYFRAME & SIDNINGRESIDNECE NO. 340FFE 13.9LOT 1BLOCK 231PROP STORMWATERPOND 1V = 715 FT³EX WATER SERVICEEX SEWER SERVICE10'x8' ROLL UPPROP STORMWATERPOND 2V = 410 FT³HWTOB(11.00)BOT(10.25)WEST 14TH ST50' PUBLIC ROWASPHALT ROADWAY SURFACE W/ SIDEWALKS AND DITCHESLOT 3BLOCK 231VIOLET ST
50' PUBLIC ROWPROPOSEDDETACHEDGARAGE600 SQ FTFFE 12.3EX ONE STORYFRAME & SIDNINGRESIDNECE NO. 340FFE 13.9LOT 1BLOCK 231PROP STORMWATERPOND 1V = 715 FT³10'x8' ROLL UPPROP STORMWATER
POND 2
V = 410 FT³HWTOB(11.00)
BOT(10.25)CONSTRUCTIONDATE:SCALE:NUMBER SHEETSPAGE NUMBERPROJECT No.4DRAINAGE PLANDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
AS SHOWNGRADING PLANSCALE: 1" = 10'DRAINAGE PLANSCALE: 1" = 10'0SCALE: 1" = 10'10520WESN0SCALE: 1" = 10'10520WESN4 of 5** SEE CALCULATIONS FOR DETAILED DRAINAGE VOLUMES **ALL GUTTERS SHALL BE CONNECTED TO DOWNSPOUTS AND ALLDOWNSPOUTS SHALL BE TIED INTO FRENCH DRAIN WITH 4" NDSCORRUGATED PIPEDRAINAGE CALCULATIONPRE-DEVELOPMENTLOT AREA (A) = 7,140 SFDESCRIPTION AREA LOT AREA "C" IMPERVIOUS 7,140 SF 0.92 1,500 SFRUNOFF VOLUMEV = CAR/12 V= (0.92 x 1,500 x 9.3) / 12 V = 1,070 CFREQUIRED STORAGE V = 1,070CFTREATMENT VOLUMEREQUIRED TREATMENT VOLUME: 1,070 CFPROVIDED TREATMENT VOLUME: 1,125 CFLOT COVERAGERESIDENTIAL LOT 7,140 SFEXISTING RESIDENCE 900 SF 12.6%PROPOSED GARAGE600 SF 8.4%TOTAL IMPERVIOUS1,500 SF21%11.2011.1511.1011.2511.5011.5012.0012.0011.5011.0011.3011.50MATCH EXGRADE11.20TOB(11.50)BOT(10.75)-4" NDS CORRUGATED PIPE-EXISTING TOPO CONTOUR-DIRECTION OF FLOW-DOWNSPOUT-PROPOSED TOPOGRAPHIC EL-CONCRETE-FRENCH GRAVEL DRAIN BED-POP-UP DRAIN EMITTER-GUTTER-FILTER FENCE00.0TSB00.0SITE PLAN LEGENDOCT 20231023-0340PLOT DATE:10/23/2023CHECKED BY:JPFONDER RESIDENCE
DETACHED GARAGE
ATLANTIC BEACH, FLPOP-UP EMITTER DETAIL(TYP)SCALE: NTSNOTE:SEE ATTACHED DRAINAGE CALCSFOR FULL CALCULATIONSALL ROOF SHALL HAVE GUTTERSWITH DOWNSPOUTS, DOWNSPOUTSSHALL CONNECTED TO PONDSWITH 4" ADS PIPE(TYP)S-1 - 9"x9" NDS CATCHBASIN(OUTFALL)TOP(11.50)POP UP DRAINEMITTER(TYP)S-2 - 9"x9" NDS CATCHBASIN(OUTFALL)TOP(11.00)AS THE EOR IT IS ACCEPTABLE THATTHE WATER RETENTION CAN BE WITHIN10 FT OF THE FOUNDATION.
WEST 14TH ST50' PUBLIC ROWASPHALT ROADWAY SURFACE W/ SIDEWALKS AND DITCHESBLOCK 231LOT 3BLOCK 231VIOLET ST
50' PUBLIC ROWPROPOSEDDETACHEDGARAGE600 SQ FTFFE 12.3EX ONE STORYFRAME & SIDNINGRESIDNECE NO. 340FFE 13.9LOT 1BLOCK 231EX WATER SERVICEEX SEWER SERVICE4"
S
D
R
3
5
P
V
C
4" SDR 35 PVC34" SCHED 40 PVC34" HOSE BIB4" SEWER STUB FORFUTURE CONNECTIONPLUG AT FFEREPAIR EXISTINGCLEANOUTCONNECT TO EXISTING SEWERSERVICE AT EL(10.60)INVERT AT 11.27ALL SEWER LINES SHALL BE INSTALLEDAT RATE OF 14" PER FT OF FALL16.7'15.6'CONNECT TO EXISTINGWATER SERVICESTUB 12" PVC PIPE AT FORFUTURE CONNECTION10'x8' ROLL UPHWPORTAPOTTYCONSTRUCTIONDUMPSTERPVC WATER MAIN SEEPLANS FOR SIZEFINAL GRADE34" POLY PIPE W/ 1" SCHED 80PVC SLEEVEGALVANIZED STRAPPING34" HOSE BIB W/ VACUUMBREAKERBLDG WALLHOSE BIB DETAIL(TYP)SCALE: NTSNOTES:1.CLEAN-OUT PIPE SIZE SHALL MATCH EXISTING LATERAL.2.CLEANOUT PLUG SHALL BE FLUSH WITH FINISHED GRADE,REFER TO GRADING PLAN FOR TOP ELEVATIONCLEANOUT DIAMETER SIZE TOMATCH SEWER LATERAL SIZESANITARY WYE FITTINGPIPE SIZE VARIESFINISHED GRADEPVC THREADED PLUGSEWER CLEANOUT DETAIL(TYP)SCALE: NTSPLUMBING NOTE:1.ALL PRESSURIZED STUBS SHALL TERMINATE WITH 14 TURNSHUTOFF VALVES AND THREADED PLUGS2.ALL SEWER STUBS SHALL BE CAPPED3.ALL STUBS FOR SINKS TOILETS AND ICE MACHINE SHALL BE 38"PLUMBING TERMINATION HEIGHT1.WATER= 20" ABOVE FFE2.SEWER(SINKS)= 17" ABOVE FFE3.SEWER(TOILETS)= FLUSH WITH FFEPLUMBING NOTES12" WATER LINES TO FEE SINK ANDTOILET, Install UNDER SINK WATERHEATER(CONTRACTOR TO COORDINATE)4" STUB FOR TOILET CONNECTIONMAINTAIN 12" SEPARATION FROM BACK WALL4'-6"2'-0"34" SCHED 40 PVC34" SCHED 40 PVC 34" SCHED 40 PVC4" SDR 35 PVC SEWER MAINRUN FROM EX SEWER SERVICE,SEE PLANS FOR ALIGNMENT34" HOSE BIB2" SEWER STUB FOR SINK DRAIN2'-0"2" SEWER STUB FOR SHOWER DRAIN5'-6"HWHWHWHW12" HOT WATER SUPPLY FROMINSTA HEATER TO SHOWER12" COLD WATER SUPPLY FORSHOWERINSTA HEATER12" SUPPLY TO SHOWER12" SUPPLY TO SINKINSTA HEATER DETAIL(TYP)SCALE: NTSDATE:SCALE:NUMBER SHEETSPAGE NUMBERPROJECT No.5UTILITY PLANSDRAWN BY:RCJDESIGNED BY:RCJREV DESCRIPTION DATEBY
AS SHOWN0SCALE: 1" = 10'10520WESNUTILITY PLANSSCALE: 1" = 10'5 of 6OCT 20231023-0340PLOT DATE:10/23/2023CHECKED BY:JPFONDER RESIDENCE
DETACHED GARAGE
ATLANTIC BEACH, FLUTILITY DETAIL(TYP)SCALE: NTS