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1629 BEACH AVE - LANDSCAPE PLANS OFFICE COPY K-URT & NANCY PFOTENHAUER 1629 BEACH AVENUE ATLANTIC BEACH, FLORIDA OCEANFRONT INFINITY POOL LANDSCAPE PLANS AUGUST 12, 2016 DECEMBER 1, 2016 APR - 5 2017PLANS PREPARED BY EUTHENICS STUDIO z LANDSCAPE ARCHITECTURE, URBAN DESIGN 904-333-7483 kellmore@comcast.net CRONK DUCH ARCHITECTS LOU PONTIGO & ASSOCIATES INC. ARCHITECTS STRUCTURAL ENGINEERS 904-626-3452 904-242-0908 www. Tiff@cronkduch.com www.lp-a.com DRAINAGE KE T- ------DIR=CTION OF FLOW ADJACENT 3 HOMES —Qm000� 12 x 12 NDS POLY DRAIN INLET I I GENERAL FURTHEST I--PERMIT VERTICAL FLOOD FLOOD i EUTHENICS O RAIN LEADER DOWNSPOUT LOCATION I LINE GONSTRUCTION I EROSION ZONE I ZONE I STUDIO I I —SS- 6" VC SCH x AO 4O DRAIN LINE I LINE CONTROL AO' 'VE' LLAANDNIW �WITECNTURE L INE I I URBAN DESIGN I}- -- - - -- - - - - - - L - - - - - — - - - --J - - -- - - I - - 904 333 1483 kallmora®comcaatnat FLORIDA REG. 140.1160 GEOFMA REG.NO.668 o / Imo—COASTAL 1 I I I 1 CONTROL / I CONSTRUCTION TWO STORY FRAME LINE RESIDENCE R OFED I I I / 1633 O I LOT 7 DIE D I PAVER I I ON-SITE PATI O / I DRAINAGE m 1 I I BASIN LOCATION I SEAL 0 / FRAMERY I i I I 2,52(4 GF (GARAGE NEW MASONRY STEPSI SEGM N AL WALL EDGE I I POP-UP / I DRAIN VALVE -- 6" SGH 40 PVC DRAIN LIN IN GRASS LOW.( DATE PALM, 2 ' 0.r-.-\(I 1 s Icy S•g' WALL SETBACK ag Ip I II SS —.1� 12.5 s / A/C ~ / 1 r / 1 1 11 1 11 it 1 1 1x12.6 i *a `J , , / +// � 6 �\ +' + II + +11 + + I + iliF1� IIIi �c,FSI � � I Z cod PE / FILL/AREA r + A + 1+ +I + +F�7 + F-- ; �� W PAVER // / / + + \\ 11 + 11+ I' + I + + w QUIRTYARD N TRAVEO t \ o I RESIDENCE TWO STORY FRAME / POL 1ECK/� + + + + ,+ S + + +1 11 I I I �� f I — I "1629 pq .2p 81 / / J .S I I I I c I I I I [� Q lot FL GARAGE 20. 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I I I A I 1 I ^� / I I w W x r_ / / / \\+x a.5+ + 65 �\ + - + �� I E I a NEW TRAVERTINE 1 1 i / N POOL DE K r + + + +\ + +I +\ + t +�coj1i I I /4 i I U Q = D IVEWAY I �\ i i SS I /PILI,//AREA\� ( + + + i+> + + I + + 1 + 1� 1� �p`�i �/ I Q V Q N / o r 5 + + �/ + + + ``+ + i I // / i I LH z w m ---- 1 + + + ;+ + + + + �� + + 1 I�� I I / ul Ql U SS 4Nul1 1\t- _ + + 4 + + x8� + j- +-� ii � iii / I � w 6' � x16. 1t x . — -- — - - -- --{—— LI-kn�.t—� —XII � - -- '1.2' WALL SETBACK x '2 1 SEGMENT L WALL EDGE I xx6? x6 o10 i S DATE PA M, TYP. 1 N coasrAL ONE STORY FRAME 1 mI o I LL- COASTAL RESIDENCE D1 < I Iro19 I O `T' LINE - m CONSTRUCTION 1 I I 1 rr, I ,1 rri �1 mi r I I m rrl S D D 01� I I EROSION NI O l O SHEET TITLE NN I NIN I PAVER I CONTROL I z I z 1 f IIT( i PATIO LINE SITE - - - - � - - - - - - - - - - - -- - �4- -I - - I DRAINAGE - I T-- - - - - -j- - - - - - - -- 1 I - - - - i - - - PLAN m 1= 1 GENERA ADJACENT 3 HOMES �-PERMIT FURTHEST LINE VERTICAL CONSTRUCTION I DATE ISSUED X AOI LINE OFFICE COPY APRIL 5.2016 RE 1 I DEG.I.2016 L eITE DfRAIN G FLAN 9 1ro2c3 5EACI4 AUENUS SCALE 2 . I0� ON 14"x NOI¢TH SHEET L2.1oF 12 COASTA I-•--CONSTRRICTION LINE I 1 1 Q00,10 I TWO STORY FRAME Rd� DOFED RESIDENCE %OI EUTHENICS 1 ON5 5TORY FRAME 1633 DIECK 1 PAVER _ I �jTUD10 i GARAGELOT 1 PATIO W / I I LAND ARCHITECTURE Z3 'd' Z 1 60-LM GH 1-SP -- I 130-TA 21-PT 3_Gg 1 coMRBANY PLANNING W 1- URBAN DESIGN I-SP 1-BP 60-FP 12-ZP I-GS x 5 — 904 333 1483 71 _ I 1 I I I kelimors�comceetnet 30-L II I I j I 1 1 11 1 1 FLORIDA REG. NO.1160 ASC / j 1 1 I GE02 IA ISG.N0.660 5-TA I 2-LC 30-TA1 1 I I l i 1 -f-ZP PE l t l i I I I I 1 1 1 1 t 2-MGEXST.WIR PDM4-Av 2- 1EXISRIuC 1 y t 1-812 i 1 DUNL, I l Lu r- I 1-Q 50-LM 1-LD I-zM 30 M // 'JAI1�yr? O7SIA Imo__ J I I2,02�SF GRA I �'E51DENCE 15-FXT 24-FXT TWO STORY FRAME I 7oD II 1 I I�� o� 11629 _ t I 3-GS �� I Ix 6.9 1 1 1 I 1 f, 1st FL GARAGE RESIDENCE 4 HD / ( � 1 I x160 1�--I 1 19 2nd FLpOOR-RESIDENCE COURTYARD SPA POOL I I , 1 x a a FFE-2126' 24-FX "1629 1 5 l\ I I I j I °I I IS-FxT FFE-21.28' I \ X5. Xa i 1 1 1 SEAL I-QE I-LD I ZM N+ /30_M \ j I I p1 - I EXST.WR 2-PDM 20-PT 1-SR t �� 68-MC 1 1 (\1 1 1 1 I 45-TA ) 1 1 1 1 5-Av 80-LM .�.' �V i ; coI j j j I I i-SPL I 42-AA 1-BPI-TL -BP I I I-ZM I 45-AE 30-TAI 3-LG 2-QE I 1 4-PT 1_CS I g�' / I 6-Av 1-5P 1 1 Xx6? x6.7 1 LLI COASTAL I / —CONTROL _ t I CONSTRUCTION ONE STORY FRAME LINE RESIDENCE 1 � I � cl q I I 1619 I 1 � � Lu L � LU ui ui O LU w Q = YugLu UQ Z m PERPENDICULAR TO GRSET PALM 60 THAT CtND DEGREES � N z REMOVE V2 FROP08,CLEAN-UP PLANT SCHEDULE ONLY FROND BASES REMARKS z wIFORILY CLEAVED-UP Boor SCARS QTY. KEY COMMON NAME BOTANICAL NAME SIZE HEIGHT SPREAD KS MITG.CREDITS F ON STRAIGHT TRLkK 4 PDM MEDJOOL DATE PALM PHOENIX DACTILIFERA T1EDJOOL NON-MIR ' IS'CAL I6'CT 14'-I6' STRAIGHT,DECORATIVE BOOTS 64" Lu Q RICANE CUT PALMS - 2'X 4'BRACING WIRED TO BURLAP 2 LD RIBBON PALM LIVINGSTONIA DECIPIENS 12'CAL 16'CT 8'-i0' FULL,STRAIGHT,NO BOOTS 24" WRAPPED TRU K STAKE SUFFICIENTLY 1j TO GIC)WD FOR HIGH WMD9 E7 4 SP CABBAGE PALM SABAL PALMETTO 14'CAL 14'-16'GT 8-10' FULL,STRAIGHT,NO BOOTS 56 4'141014 SAUCER V 6'PINESTRAW MULCH LAYER � � 5 LG CHINESE FAN PALM LIVISTONIA GHINEN515 30 GAL 42'-54' 3'-4' MINIMAL TRUNK 144"TOTAL INCHES PROVIDED ^ CH EUROPEAN FAN PALM CWAMEROP5 HUMILIS 30 GAL 42'-54' 1'-4' FULL,5PEGIMAN 22" TOTAL REQUIRED INCHE5 �llp— BACQ'ILL MIX AS SPECIFIED,TAMP AND 2 BD BIRD OF PARADISE STERLITZIA REGINA 30 GAL 42'-54' 42'-54' FULL,-1 FROND MIN. WATER INTO PLACE SET ROOTBALL ON UNDISTURBED SOIL. MIN 30'ROOTBALL DIAMETER 2 SR SILVER SAW PALMETTO SERONOA REPEN5'GINERA' 15 GAL 30'-42' 30' -42' FULL,T FROND MIN. PALM PLANTING DETAIL 12 CS CRINUM LILY CRINUM SPECIES 30 GAL 4'-5' 3' -4' FULL N.TS. SHEET TITLE 4 QE QUEEN EMMA LILY CRINUM ANGlUSTUM'QUEEN EMMA' 30 GAL 4' 4'-5- FULL,'1-LEAF MIN. 4 ZM CARDBOARD PLANT ZAMIA MARITIMA 30 GAL 4' 4'-5' PULL,l-LEAF MIN. 45 PT GREEN PITT05PORUM PITTOSPORUM TOBIRA 3 GAL 24' 24' FULL,NO STEP UPS PLANTING REMOVE ALL CONSTRUCTION 15 AV VARIEGATED GINGER ALPINIA VITTATUM 3 GAL Is.. 24' FULL,NO STEP UPS PLAN DEBRIS FROM PLANT BED FAGLE PROVIDE POSITIVE DRAT 26 ZP COONTIE PALM ZAMIA PUMILA 3 GAL IS" 24' FULL,NO STEP UPS ��'�� �+ BED 4'PIKS MULCH FULL,NO STEP UPS OP EDGE 42 AA AGAPANTHUS AGAPANTHUS AFRIGANUS I GAL 16" I6" PLANT AT EVEL GRADE 200 MC MUHLY GRA55 MUNLENBERGIA CAPILLARIS 1 GAL 16' 12' FULL,NO STEP UPS DATE ISSUED SOIL MIX(1/3 COMPOST, 45 AE CAST IRON PLANT ASPIDISTRA ELATIOR I GAL 12" 12" FULL,6 LEAF MIN. JULY 15,2016 TOPSOROTO-TILLS MTO SOIL FULL,6 LEAF MIN. DECISIONS 54 FXT FOXTAIL FERN A5PARAGU5 DENSIFLORA'FOXTAIL' I GAL 12" 12" DEC.1,2016 Cd1PACTED EXISTING SOI OACIffILL ExISTING TOPSOIL FREE 60 FP FIG VINE FGUS PUMILA I GAL 6' 16' FULL OF LIMEROOK AND DEBRIS 514RUB /GROUNDCOVER PLANTING DETAIL 220 LM BIG BLUE LIRIOPE LIRIOPE MUSCARI'BIG BLUE' I GAL 10' 12' qA4L3 ftVja1VH4N. SCALE NTS HELIANTHUS DEBILI5 I GAL 8' 12' I" 10' 40 HD BEACH SUNFLOWER 24"x 36" 2ra25 SF SOD 'JAMUR'ZOY51A GRASS ZOYSIA JAPONICA'JAMUR' I6"x 2' - - FRESH NORTH SHEET L 10 OF 12 Customer Info (NEIGHBOR) NOTE; Owner: Pfotenhauer Residence #2153 ACCESS - CONFIRM ELEVATION W/ SUPER Address: 1629 Beach Avenue - PILINGS BY OTHERS - SEE ENGINEERING PLANS Neighborhood: Atlantic Beach; 32233 N72" EXPOSED WALL VANISHING EDGE Builder: Satilla, Inc. TILE FACE AND TC P 12" OF TILE IN TROUGH Safety Pool Specification -A-PR-. 5n,217 i - (2) SDXs - K-2000 AUTOFILL SAFETY 1:EXISTING FENCE Perimeter:90 L.F. - DRAINLINEOVERFLOW LINE Square Footage:384 Sq.Ft. UNDER COPING SAFETY 2:Safety Bouy Pool Alarm Est Total Gallons: 11289 Gal. Deck Area: N/A --------- ----------BY PASS--- --- ------- Lanai Area:n/a Footer:n/a ��� ® Dist.To P/E:65 L.F. OFFICE C V-edge BENCH Perimeter:28 L.F. 6'-0"DEEP Square Footage: 19 Sq.Ft. -TRAVERTINE PAVER COPING Hydraulics MDX W/ SDX - MATERIAL SUPPLIED BY OTHERS \ - INSTALLED BY PBJC PUMP#is MDX-R3&SDX ON SIDE Branch Line: 3" Trunk Line: 3" Return Line: 2.5" (2) 2.5" F/Rs (2) 2" F/RS skimmers: 1 FOR V-EDGE F(SR FILTER PUMP Jandy Pump: VSSHP220AUT f Jandy Filter: CS 250 2 DEP APPROVED LED LTS Heater: JE 3000T R Minimum TDH: X46' SEE ATTACHED NOTICE: \ - POOL NICHES BONDIN GRID - OPTION "C" / -JANDY COLOR POOL LTS Maximum Flow: 132 GPM's # 8 BARE COPPER CONDUIT PCC 2000 Hydraulics 3'-6" - SKIMMER DEEP -TRAVERTINE LID PUMP#2: V-EDGE Branch Line: 3" ' Trunk Line: 3" ' Return Line: 2.5" Skimmers: 0 - VSSHP220AUT Jandy Pump: SHPF 1 - CS 250 ------J, Jandy Filter: CS 250 - SHPF 1 V-EDGE PUMP - 7" DEEP SUNSHELF ; Heater: n/a - CS 250 V-EDGE FILTER '=UNIRRE[LA SLEEVE--' TRAVERTINE PAVER Minimum TDH: X20` - PLC 1400 Maximum Flow: 146 GPM's -JE 3000T-R DECK BY OTHERS - 3 WAY &CHECK VALVE FOR BY PASS PCC VALVE - WATERLINE PROVIDED BY SATILLA Scale: 1/8"= P-a" - HOOK-UP OF AUTOFILL BY TRAWICK Company Info - 6614 AP-L PURELINK SO HN a Designer:Joel H. - RS-P4 W/.7953 O.T. Address:600 ST.JOHNS BLUFF RD N p # City:JACKSONVILLE - iQ20A o a State/Zip:32225 - (2) CPHVLEDS100 LTS ' Phone:904.223.4050 -3 PORT]-BOX Fax:904.223.0735 - K-2000 AUTOFILL Email:INFO@PBICCOM License#:CPC 009595&1457425 ` GENERAL NOTES AND SPECIFICATIONS DESIGN CRITERIA REINFORCED CONCRETE PAVER AND POOL BACKFILL NOTES TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, FLORIDA BUILDING CODE 2014 - RESIDENTIAL ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE I. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION. THE PLUMBING SHALL 8E SECURED AND FABRIC SHALL CONFORM TO ASTM A185. PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. BACKFILL SHALL BE CLEAN SAND, FREE IN CO COMPLIANCE EOL DESIGN SWITH THE STANDARDS SPECIFICATIONS IESTABLISHEDR LIVE LOADS: N : ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. OF ROCKS AND DEBRIS PRODUCED DURING EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL, SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. a POOL DECK 40 PSF MUCK OR MARL. VVV LLL 111 ® ALLOWABLE NIT STRESSES ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED THESE DESIGN PLANS AND SPECIFICATIONS ARE IN Lou Pout l Bu and AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE NTH THE PROCEDURES BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12'AND COMPACTED TO 90%OF THE MATERIALS COMPLIANCE WITH THE STANDARDS AND GUIDELINES Aa ciacns.Inc. CONCRETE: (PER ACI 318) AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD MAXIMUM DENSITY. ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 U OF FEMA 55,COASTAL CONSTRUCTION MANUAL AND 4200,c 1,Avenue CONCRETE: PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS 11. WATER WANDING OR JUKING'DOES NOT CONSTITUTE PROPER BACKFILLING /COMPACTING AND SHALL MANUAL. L TO THE FEMA 55,COASTAL CONSTUCTION I-Be h,Florida 32250 SLAB ON GRADE f'c = 3000 PSI SHALL BE PLASTIC DIPPED AFTER FABRICATION. NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS. Ph.242-0908 F-241-9557 ui STRUCTURAL POOL SHELL f'c = 4000 PSI ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION FL CA M 8344 SC:CAN 3579 III. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING STRUCTURAL GRADE BEAMS f'c = 4000 PSI OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE �u G A GEOTECHNICAL REPORT TO THE OWNER AND RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A j STRUCTURAL PILE CAPS f'c = 4000 PSI WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. LANDSCAPE ARCHITECT/ENGINEER AS PART OF THEIR BID PRIOR TO IMPLEMENTATION, INCLUDING AT A COASTAL STORM EVENT AS REQUIRED BY FAC _w AUGERCAST CONCRETE ANCHOR PILE f'c = 5000 PSI WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. MINIMUM: 628-33.007(5)(m)(n)AND FEMA 55,CHAPTER 12.9.4. LL REINFORCEMENT: ASTM A615 - GRADE 60 (1) AUGER BORING 3'MINIMUM BELOW THE DEEPEST PORTION OF THE POOL. THE SWIMMING POOL HAS BEEN DESIGNED AS AN SOIL BEARING PRESSURE: 2500 PSF SUPPLEMENTARY NOTES EXPENDABLE STRUCTURE (2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL CONDITIONS FOR f"� A R A T ON R ANCHOR PILES VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS. IMPLEMENTATION OF A SWIMMING POOL. v 1) MINIMUM 14" DIAMETER ELECTRICAL, AND POOL DRAWINGS. IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED STRUCTURAL FILL, IF OTHER _ 2)) MINIMUM 18'-0" LENGTH CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, NON-ANGULAR SAND, ORGANICS, MARL, ETC THE _ W 3) REINFORCE w/6-#5 w/#3 TIES AT 12"o.c THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER OR ENGINEER. U ) CONCRETE fc = 4000 PSI CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES. ACTS AND/OR Z ? 5) PILE CAPACITY SHALL BE 20 TONS. OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR FOUNDATION LEGEND (n THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE DEP RELATED DESIGN i tREVLslors REINFORCED CONCRETE CONTRACT DOCUMENTS. 4"DIAMETER CONCRETE ANCHOR PILE. DATE J Z Q O CRITERIA ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LA ST EDITION OF PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID --- INDICATES GRADE BEAM,SEE DETAIL 1 &2/PS-2 FOR U �,� ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING DEP MONUMENT NUMBER = R-46 DUVAL COUNTY --- REINFORCEMENT Q. Z �' .\k N.AND APPROVAL OF THE STRUCTURAL ENGINEER. CONSTRUCTION-Q O F VV 100 YR. STORM ELEVATION = +16.3 NAVD (FROM INDICATES DETAIL NUMBER UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCI G SHALL BE AS IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, MONUMENT) 0 W F Q INDICATES BUILDING AND SHEET NUMBER FOLLOWS: THE ENGINEER SHALL BE NOTIFIED. 100 YR. STORM DESIGN GRADE ELEVATION = +4.4 O m F3 Z SLABS ON GRADE CENTERED NAVD (FROM MONUMENT) T.O.S. TOP OF SLAB ELEVATION V Q STRUCTURAL V Q STRUCTURAL SPASHELLz. TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, BOTTOM OF LOWEST HORIZONTBOTTOM OF PILING = -5.0 AL POOL BEAM = NOTES, THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS +12.8 NAVO 1)PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES,PRIOR TO BACKFILL F19D ALTERATION Q ' Q GRADE BEAMS AND PILES 3" ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. 2)ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND TO A DENSITY COMPACTED OF f. CONCRETE MAXIMUM WATER CEMENT RATIO: 95X OF OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST.BACKFILL SHALL BE IN 12" THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT LAYERS O STRUCTURAL POOL SHELL SLABS AND WALLS 0.42 3)THE OWNER SHALL INSTALL AND MAINTAIN A FOUR(4')FOOT HIGH(MINIMUM)FENCE UQ7 LL. CONCRETE PILE CAPS AND GRADE BEAMS 0.42 DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC 628-33.007(5)(m)(n). AROUND THE POOL AREA(TO MEET OR EXCEED LOCAL CODES). { v, ERCAST ANCHOR PILE 0.46 4)REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE POOL,PUMBING/PIPING, y F AND ELECTRICAL REQUIREMENTS. •i Q I, Z REINFORCMENT: ASTM A615 - GRADE 60 L—ia�� LL ¢ C WELDED WIRE FABRIC ASTM A185 c SOIL BEARING PRESSURE: 2000 PSF O DOWW >' W IL ¢ m 36'-10" 3'-0" ___ 33'-10" - is W V H Wyj Cy pi " 10'-s/B 10'-5/B" ,'_3" j ----- --- , W 1-3 17 A� II Lu W W , I 1 w W -- POOL U Z) LL cc f 1 . - STEPS I - ---- i '• i SEE 10/PS-2-_­Z- LL, ED - - - Q > V i ,_ I I I I I I 1 �_ W i I I I I I I i of •I I 3 3 I I I POOL I I 1n o i `"• ':. -- - i - N i PS-1 i i " THICK CON RETE I I DRAT SEE I I f a I --y'------ ------- ---------- --- ' BOT. BEAM i I U 1 SPA 3 EL. VARIES SLAB w/#5 ® o.c 11 PS-2 STEPS I I ACH WAY BO OMLu F I I ���—__- .1 ———— ( — ———— I POOL EDGE, SEE :- EAIL 1PS-2 SIM.. i �•---- I �L SECTION N �.._. APR p gg 5 2ni7 POOL SPA SF ELL PLAN SCALE: 1/4- l'-O" ,.9.§�.... rSEE 6/PS-2 0 T POOL WALL _-----_-__•^� EL +20.75'NAVD 8x8 SPA (BEYOND) INFINITY EDGE I SEE DETAIL 4/PS-2 '- I SEE DETAIL 5/PS-2 - -- --1 - - -- -_ - - ._ ._ ,- r- - i �- -------- --^. T/POOL WALL EL.SPA tL77IIVV1111 CL1 ,. • �f --- - -- - - --- - - — -- -- --_ :_ - .- ---- - - -- LINE RIATER - -- ---'� ' EL. +20.75' NAVD rAJIJL SHELL n cCPOOL STEPSPNEL'WATER - - �D�E�JIuNA�,'.I 2"x3" CONC. 16" _ _ - .__._.__ I N�!I I••,b PL/'V VOL B"xY COS ° BENC�I SPA I ._„�i A�� SHELL POOL I _ I I 1 10 i i AND a' ," •_I I 10" W COLLECTION j POO " •" ' j ------------` SECTIONS �_ i 1'• • TROUGH i I i i --.---�� Ii •• • .')I ^T' IIii ''. ..-_ IIi IIi ji ry �•iI III EL. +B1 ravixa`ne`c EAM mmr`'NllT eo a` AIRSEEBOT. BEAM _-_p YPT7.59' NAVD DETAIL - M. ------------_ EL. +16.33' NAVD rFomAAm RESIDENCE s POOL nPOOL I I I ocsicroo9AwH,cHecicEo _� .. . _ BOT. BEAM --- - - GRADE BEAM. SEE t .•I .. i i `-- x.IL cs uP L. +14.42' NAVD 1 '• I I I }�807. BEAM DATE DETAIL 2/PS-2 SIM. 1 I I I I I 09.14.16 I I LOWEST POOL BEAM I EL. +14.83' NAVD _�LOWEST POOL BEAN i co0rnOE No. I I EL. +12.83' NAVD I EL. +1� 2.83' NAVD I - GRADE BEAM, SEE ---_--________-' DETAIL 2/PS-2 SIM, I`-____ ----------------- LPA NO 1 LONGnuDINAL POOL SECTION �31 SPA SECTION PFOT-16-00006 p_, NOTE: SHEET SEE DETAILS FOR REINFORCING PS-1 PS-1 NOT SHOWN HERE FOR CLARITY I' SHEET 1 OF 2 T/POOL WALL EL. +20.75 NAVD - o FINISH, SEE ARCH #5 ®8" 0.0 TOP 8" STRUCTURAL CONCRETE #5 ®8" O.C. TOP � POOL SHELL WALL 8" STRUCTURAL I T/POOL WALL}, _ CONCRETE SLAB 8" STRUCTURAL EL. +20.75 NAVD I.on ronliyo and #5®8"o.e TOP - CONCRETE SLAB of #4®12" O.C. E.W. ncsociale:.Inc. 8 1/3 SPAN TOP-%FORCING 1/3 SPAN TOP REINFORC G L TYPICAL AT STAIRS. q20 Osceola Avenue Z g 2— 4 lax Beach Florida 41-95 CL. 8" TRUCTURAL SUPPORT FL 4A M 9344 SC:CAM 3579 CO CRETE SLAB 2-#4 SUPPORT r5ng.242 0908 Fax z41-9ss7 1/3 SPAN TOP REINFORCING #4 VERTICAL®B"o.c, CENTERED, ALIGNED w/ N " ,w 1 - SLAB REINFORCING 2-# SUPPORT _ m #4 HORIZONTAL 0-/ 12"o.c, CENTERED - 3" CLR SEE DETAIL " - 2/P-1 FOR _ �� #5 ®8" O.C. REINF. (TYP) _ m z EA. WAY BOT. 2'-0" #5 ®8" O.C. ` EA. WAY BOT #5®8"o.c 5-#5 TOP AND 5-#5 EA. WAY BOT. 3" CLR BOTTOM w/#3 STIRRUPS J�LOWEST POOL BEAM ®12" O.C. GRADE BEAM OFFICE COPY EL. +12.83' NAVD REINFORCING 5-#5 TOP AND 5-#5 BEND OVER VERTICAL # I:FVLsans DA7E BOTTOM w/#3 STIRRUPS AUGERCAST PILE INTO GRADE BEAM/SLE RE NA RCING 24"w x 20"d STRUCTURAL GRADE BEAM AT MIDDLE ®12"o.c GRADE BEAM REINFORCING 14"0 AUGERCAST CoN( ETE _ ANCHOR PILE (TYPICAL 2' MIN 11 LOCATIONS) 1'-2" -0" 2'-6" MIN Flab ALTERAIM 1 TYPICAL POOL EDGE DETAIL r9-"\ TYPICAL POOL EDGE DETAIL _ 3 TYPICAL STAIR DETAIL PS-2 SCALE: 3/4"= V-0" p$-2 SCALE: 3/4"=V-0" PS-2 SCALE: 3/4'=V-0' T/POOL WALLS (4)#4 CONT.IN TOP INFINITY #4 VERTICAL c�uN�E EL. +21.25 NAVD OF 12"WALLS EDGE - ®8" 0.C. (4)#4 CONT.IN TOP = . FINISH, SEE ARCH i'_O., OF 12"WALLS 16"SPA BENCH ;T/POOL WALL " 2"x3" CONC. O SpA EL. +21.25__NAVD__._ BUMPOUTS 1/Z" EXPANSION JOINT w/ FINISH, SEE ARCH #3 HORIZONTAL ELASTOMERIC SEALANT O #4 VERTICAL®8"o.c, - TRAVERTINE STONE OVER Q„ CENTERED, ALIGNED w/ z SpA ®8" O.C. CANTILEVERED CONCRETE COMPACTED SAND BED AS SLAB REINFORCING m - #4 VERTICAL 0 8"o.c, 10" W MANUFACTURER/OWNER CTURER/OWNOER PER POOL CONTRACTOR W W J o- CENTERED,AUGNED w/ COLLECTION SLOPE 1 , g SLAB REINFORCING TROUGH LL POOL u —. WATER LINE #4 HOOKED DOWELS 6" WATERLINE Lu W #5 ®8"o.c TOP S-#5 TOP AND 5-#5 BOTTOM VERTICAL ALL TILE COMPACTED SAND BED DESIGNED \ U ON-CENTER IN 8" WALL BY POOL CONTRACTOR / #4 HOOKED DOWELS # # - w/#3 STIRRUPS ®12"o.c - 4 HORIZONTAL 10" BOND BEAM w/2-#4 f^ 5-#5 TOP AND 5- 5 a VERTICAL®8" O.C. V 1 BOTTOM w/#3 STIRRUP GRADE BEAM REINFORCING # CONTINUOUS AROUND ®12"o.c GRADE BEAM 0 12" O.C., PEREMETER (TYPICAL) 3 HORIZONTAL CENTERED co= REINFORCING " ®8" O.C. #4 VERTICAL ®8" O.C., I y CENTERED SU #5 ®8"o.c CONIC ANCHOR PILE Q EA. WAY BOT. a - BOg3CAP (TYPICAL 11 LOC.) W W 14"0 AUG CAS CONAVU :D Z CONC ANCHOR PILE ern\ (TYPICAL 11 LOC.) M r_ 4 SPA TO POOL EDGE DETAIL 5 SPA EDGE DETAIL6 SPILLWAY EDGE DETAIL7 TYPICAL COPING/EDGE DETAIL `Z Q PS-2 SCALE: 3/4"=V-0" p$-2 SCALE: 3/4"-V-0" P2-2 SCALE: 3/4"-1'-0" p$-2 SCALE: 3/4"=1'-0" l C. RAILING(AS REQUIRED BY I EXTEND BARS TO WITHIN O 12•' OF DRAINAGE FILL LOCAL CODE) i i 3" OF TOP OF SLAB (TYP) (3/4" CRUSHED _ TRAVERTINE STONE OVER ADD 4pcL #4 x ND ROCK OR STONE) KEYSTONE T PILE N IES COMPACTED SAND BED. FINISH DIAGONALS AROUND DEEP -a- CAP T SLAB xV SEE PLAN TO BE DETERMINED BY POOL WELL DRAIN OPENING 1� 4T/ SLAB --'-- -__...�„` ,` 't-i '•I EL. +20185 NAVD BUILD UP PERIMETER OF MIRAGRID 3XT .� DECK WITH EXCAVATED MAINTAIN 2" GEOSYNTHETIC ' . = PILE SECTION POOL EXISTING SAND FILL 6" LA R SAND BASE CONCRETE COVER -,,,1-i'.. AND CPA SLOPE COMPACTED TO A DENSITY AROUND OPENING /11x1 SPA -__ MIRAGRID 3XT OFA LEAST 95%OF THE 16 14" AUGER CAST PILE EXISTING GRADE MODIFIED PROCTOR MAXIMUM GEOSYNTHETIC ,- DRY ENSITY(ASTM D 1537) h 6 x w/#3#TIES®12" oLcONG DUC I E7/1IL5 DESIGNED BY POOL ® MIRAGRID 3XT < CONTRACTOR GEOSYNTHETIC N #5 0 12" D.C. .n _ EACH WAY POOL MIRAGRID 3XT SLAB REINFORCING GEOSYNTHETIC 'h"r rwcARE,.E eaw STABILIZED SUBGRADE, NON-PLASTIC, INORGANIC, EXISTING EXCAVATED GRANULAR DEEP WELL -:,--;x rLnN Nnme FIBERGLASS DRAIN SOIL COMPACTED TO A DENSITY EL. +SEE PLAN -' PIN PER KEYSTONE KOTMAUEN FEBOEIICE n0L OF AT LEAST 959,OF THE PROCTOR MIRAGRID 3XT l�z[�, DEsicN;ortnwN;cHECKED MAXIMUM DRY DENSITY(ASTM D 1537) GEOSYNTHETIC a ka LAa DATE 5,—G. 09.14.16 eO CONTROL NO, FOUNDATION SOILUNREINFORCED CONCRETE --•---'--- LEVELING PAD '^ muss io ogL BOT PILE -5.00 NA LPA NO, TYPICAL PILE FFOT-16-000 DEEP WELL DRAIN OPENING 06 SHEET 8 POOL DECK TRAVERTINE STONE g REINFORCING DETAIL 10 STACKED STONE WALL DETAIL „ ELEVATION PS_^] P$-2 SCALE: 3/4"=V-0" p$-2 SCALE: 3/4"=1'-O" P$-2 SCALE: 3/4"=1'-0' -_- PS-2 SCALE: 1/4"-1'-O" I—J 2 SHEET 2 OF 2 EUTHENICS STUDIO TWO STORY FRAME PAVER DECK UFMM DEMN 1633 I" 933 '1403 k0HVAX *C=l *U"L K A7WA 11M NO.11M 149"*WT.WOOD SLAT PENCE PROP06MUMINLM PICKET a6onalA 1� Ks 6 x 6 PT COLUMNS.FENCE DATE PALM !GATE TO FOLLOW WILL CONTOUR TIM PLAN...................... 3 TING �\ PLANT x15.5 r / �\x18.38AND \ CONCRETE $aND sET TR4VEIZTfPEE 5' - e' +s \\\ PAVER PLANTER PAVERS ON8919 stONE BASE . 19Id' I8�' 1 im♦ 16m' 1 IVI 14,0' �j /13m' 12.0 + + + + /+ +IF ❑ ❑ 11 POOL P!ANTERGATE� EQUIPI'1ENT b x 17 SOLDIER BORER DTCH a T ING 16x16 ON 45' 41' - 0" AREA OF FILL SECITAL WALL A POOL DECK- FACE C D SET ri Mid OWN 4"�PAVS'RR &0-5ASE TWO STORY FRAM J•j j un,2128 RESIDENCE $DOOUN TROIXaIa / LS z o / ( LuLL FFE 2128' 212 8 INFINITY POOL r/ N r /( U ppO� 12' x 32' -440TCRE* s i/POOL UALL i t m m CIS ALMK#EER D WrH GRANITE IR CAP / / to OT ENTER OF 4-SAT EAST FACE DOOR 3 CMI TRAVERTINE SULLNoBE / / ( t zz~ POOL COPING-I'x 2' \ d) Q F'OOt.DECK- TRAVERTINE SAND SET AREA OF FILL / PAVERS4"PAVER SM-BASE 1 L9 6 x 12 SOL ER BORDERzz ; O a '0 11 2"STAINLESS STEEL POST C4'O:W 16x16 ON 45' SEGMEN jAL WALL \ AND 4-56T CABLE WIRE FENCE FACE / BOLTED TO DECK,EA.SIDE ^ �\ PROPOSED / 1 1 1 1 % \\ BE I AND SET TRAVERTINE EE E L STEPS DArrI'ALM % I p i • C j ? ; \\ �—PAVERS ON 919 STONE SASE Lg 1935' 1�ANTING LS J j$�ANTM 1 \ \ 6"m TME , J X ��EXIST ItT.WOOD SLAT FENCE X 18.1 ,ALUMINUM PICKET 1111��DD sLAT FENcN o������ FENCE t GATE POOL PLAN T DATE 9HUM DEG.1,2" 2017 ONE STORY FRAME SCALE t619 1" • 4' oN NORTH e L5OF12 KURT & NANCY PFC) TENHAUFR 1629 BEACH AVENUE ATLANTIC BEACH , FLORIDA - OCEANFRONT INFINITY POOL LANDSCAPE PLANS - 1 AUGUST 12 , 2016 DECEMBER 1 , 2016 PLANS PREPARED BY EUTHENICS STUDIO LANDSCAPE ARCHITECTURE, URBAN DESIGN 904-333 -7483 kellmore@comcast.net tIECEIVEC CRONK DUCH ARCHITECTS LOU PONTIGO & ASSOCIATES INC . Dd0e �WATER 1fi ARCHITECTS STRUCTURAL ENGINEERS 904-626-3452 904-242-0908 �ON OF www.l a com OFFICE COPY www.cliff@cronkduch.com p' REVIEWED FOR CODE COMPLIANCE CITY OF Ce EACHSEE PERMITS FOR � REVIEWED pen�mTe 5-31/7 t ANGLE POINT T OPPOSITE R-46 ' , ► LOT 11 / MAP SHOWING SURVEY OF / I 120.9 700 LOT 10 LOT 6, NORTH ATLANTIC BEACH - UNiT NO 1 R-C-B-S CORPORATION AS RECORDED IN PLAT BOOK 15 PAGE 10 OF THE / 1 ► CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH ALL OF THE LAND LYING EAST OF AND. BETWEEN 6.111 THE EASTERLY PROJECTION OF THE NORTH AND SOUTH LINES OF SAID LOT 6, TO THE EROSION CONTROL LINE OF THE ' A i _ ATLANTIC OCEAN. o 20.0 / 1 ' �'ib _r- - ► / I► ' m m- I C PORCH DEWEES AVENUE (PER PLAT) �/ o 1 ' EUI 14EN I CS CLOSED PER OFFICIAL RECORD v I 5EE L_3 FOR DEF SECTION ANL 51TE i=LAN STUDIO BOOK 15646 PAGE 860 /' 0' /// \+► I1I 137.6 0.0' i1 t ► SEE L4 FCfR D t 1„ EN5iON LINE5 FROM CCC LAND ARCHITECTURE 21.0 COMMUNITY PLANNING5EE L � 4 L (o FOR ENLARGED �OOLPAN5 URBAN DESIGN / I 117.0 / \ i ' // 1► ` "'� LOT 9 + 904 333 '1483 CONNECTION LINE 5ETWEEN NORTH END kel Imorefficomca at.net Q 1p zo _ FURTHEST VERTICAL WALL, TO SOUTH END 40 I=LORIpA REQ. No. 1160 / .�� _ -- ---- 1 , FURTHEST VERTICAL. LINE / 1 N SCALE: 1" _ 20' Cx ORCsIA REG. NO. 668 / 201 . 9477 ► LOT 8 I e . I / 1 1 j \( _ ... ........ -1- l SEAL STEPS / I 110.6 7c-, I t { ' OFBRICKROXIMATE EDGE x 0.5 I . BRICK I i N=2184447.9 t , m o ' s x',2 I E=530836.8 ! WOODRED ' WOOD STE i FOUND 1/12• ! x1t-, ` �22-6 IRON PiPE & CAP I DCK •Le 4s3a --Ism'"`' c,gF'�' i 20.7 LOT 7 .9 v� �I--II-- � P � I x0� X0.9 x 2a.o 1 ,b`.� \ 1 F, + 1 i a•1 x .2 I 2.0 _ 1 i _ t w l_A � 111.7 ,�.s 1., oo g I `a I 3 I x3y m I ��� ► 1 Q?w i x 1 i o /•4' STEPS 125 x 3.2 tij 1 + C x ii FOUND 3/8" 6 t ' , 20.T '0 i { / x g.9 ` x , ,��� ` \ f M IN RE-BAR, NO CAP O O >- - 12.T '? PE , I 1s„J� ' � � ' � Op 11 q 8 �N 23.1' \ Woo 12a.1 - .9 O + 7 x9.6 �,w xg.s xe \� , ` G�P� ` xo• / N , N N o p PGp1ti x,2 ► x9 � �N v-'��" I?-<z � 1 'v i ` �, M5.0 EAN HiGH WATER LINE ` ` / C-) I �t6 {xfi k5. (ELEVATION 2.2') / f � S m�op2 r01 M i \ �a I x„ Q 1{ ;U Y z � (n � 3.1 x1,.2 ' / , Q �W g1 1 rn_< ++t� WO i m 139.64 ` , 0 xe. "� i / a w oa sao- g' 1{ ' 9'37 o v o" i 9 ` o SEASONAL HIGH 9 85T)ER LINE i 4 i ".� t�+t� 00-81 x FOUND 1/2" x9.2 g 7 010 / ,'� ,+�; O 0111 CA 1$ r .i , IRON PIPE & CAPI �x6� x6. t -�-• JJ-a Y D.N.R. MONUMENT NO. A18 I o N -7 LB 6076" NI O 1 tZ,, U.. N=2183562.4 } J O DRIVE Co CRETE rn P 98 1 t - jj - LU r ` E=374065.2 13.7 �,0__ I ► :N rn 'i , U U g 01 CONCRE 9 20' 21.0' b 11.0' I 1 iZ p��'`s rn ++ `` S. .9 :n rn I r►i V a g i e� I iz I < � Q !.0 Oa 6.00& FOUND 1/2" I W Llii IRON PIPE & CAP I 119.3 t 4921• I o 2� + 10 o I z �I.> tim :Z I Z U M� NIri 8.0. irn I Im >' I ll.l 61 f.. 10.0' N=2184398.3 1 S LOT 5 �� ro zro 20 E=530834.2 ml Z "'c o N I 84 1)THIS iS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2)NO BUILDING RESTRICTION LiNE PER PLAT. FAA -- `o - I I 3)BEARINGS BASED ON A LINE FROM D.N.R. MONUMENT No. 72-81-A18 "Im , _ _- + TO D.N.R. MONUMENT No. 72-81-A19 AS PER THE COASTAL T �BRI�K t I I CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA, AS RECORDED IN MAP BOOK "C'; PAGES 72 - 72H OF THE CURRENT 1 16.0 I , 1 ' I PUBLIC RECORDS OF SAID COUNTY. o t I 4)THE EROSION CONTROL LINE WAS CALCULATED FROM STATE PLANE COORDINATES FOR THE COASTAL CONSTRUCTION CONTROL LINE AND THE I 14.0. s.o'�t�s , ! EROSION CONTROL LINE. 5)BENCHMARK USED: A-17 BRASS DISK 1.0' BELOW GROUND LEVEL 15' G SOUTH OF EDGE OF PAVEMENT 18TH STREET, 2.7' NEST OF EDGE OF + I LOT 4 PAVEMENT OF SEMINOLE ROAD. (ELEVATION = 10.89 N.G.V.D. 29) i C aD �9 1 N CONVERTED ELEVATIONS TO 9.79 N.A.V.D. 88 PER NATIONAL GEODETIC ' 122.0 43.1' 1 UM S ( ) I ---'� FENCE Tti STONE col. SURVEY VERTCON SOFTWARE. SITE BENCHMARK: (AS SHOWN ON SURVEY). 1 w I.� 6)UNDERGOUND UTILITIES NOT LOCATED BY THIS SURVEY. ItO ► 7)MEAN HIGH WATER LINE (MHIy) BASED ON EXTENDED DATUM FOR TIDE FENCE !,�► STATION 672-0291, JACKSONVILLE BEACH. MHW=2.2 N.A.V.D.(1988) WITH I s' '+100A wALL 1 ' APPROVED PLAN AS PERMITTED A TIDE.RANGE OF 5.1 FEET SHEET TITLE 108.3 , BY THE DIVISION OF WATER RESOURCE MANAGEMENT 8)SEASONAL HIGH WATER LINE CALCULATED ACCORDING TO CHAPTER s10 1 i FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION - _ ► 168-33.002(45). FLORIDA ADMINISTRATIVE CODE, MHW(2.2)+(1.5 X TIDE FOUpPE/� 367 �- CONCRETE I Woo LOT 3 t+ APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES RANGE(5.1)= 9.85' 0/ TWO STORY COVERED PMOL DEC t MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. I RESIDENCE: STONE , CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE 9)CROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF SURVEYED + PORCH I 11 I X COVERED BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT PROPERTY, AND WAS CALCULATED FROM COORDINATES OF SAID DNR j- LOT / No. 1 11 . 27.15 1 't DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH 161 MONUMENTS AS P I I CONCRETE �NIS}tED FLOOR ELEVATION 1 ,FS. PER THE EROSION CONTROL. LINE FOR DUVAL COUNTY, SITE' S RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 598 OF I W , �► :SND OTHER PERMITS MAY.BE REQUIRED, FLORIDA,, j, SAID PUBLIC RECORDS. 39.6' r wptL i +„ I ° rrl i'' 1 ll''� D I 10)COOR[(NATES BASED ON STATE PLANE COORDINATE SYSTEM, EAST SURVEY I _ COVERER.-- STEPS a Reviewed by Date Permit# ZONE, NAD27 PER THE RECORDED COASTAL CONSTRUCTION CONTROL ���p - ALUM{NU�_.•_- C r , ;;[ ,t I Ili a 1 1 y i B�ATWI�I�Ht - _- i x _==%-- y,jII1 ' !, 1-+s ill 't f, , ) 1. ,, '°1 ,I{ LINE AND CONVERTED TO NAD 1983 DATUM USING CORPSCON 6.0.1. 11)THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK SURVEYORS 109.3 _ .._.---- _ , ; r"tf t �[., ; lay, i• Its' 4. �`t , � • _ -......._•,,...---.••" o i fi y,li +a. t•Ii .{ . +11 # I y , c ;' , 12975 PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL I � 135.1 .9' COUNTY,THE OWNER( OF I 7d I ` 12) RECORD PER THE DUVAL COUNTY PROPERTY 1 \ APPRAISERS OFFICE IS KURT PFOTENHAUER. rn 2-STORY MASONRY 605 1s. FOUND NAIL and Fgl1Nd 1/Y ON I RESIDENCE # i DATE ISSUED DISC LB 3672 I I I BRICKPAVERS ` 38.50 . PIPE LB 3672 / � 83'21'05 E � 20.0' , •� � THE PRQPERTY- SHOWN HEREON APPEARS TO LiE IN APRIL 5, 2016 N i I z N83'19'2a"E 38.52' FlE ` FLOOD ZONE "AO" (DEPTH 2'), FLOOD ZONE "VE" (EL REVISIONS 1 I DEC. 1, 2016 o LOT 2 151.3 N 1 14), FLOOD ZONE "VE (EL 16) AND FLOOD ZONE 'Y' BRiCK PAVERS AREA OUTSIDE OF THE 0.2% ., FLOODPLAIN ANNUAL CHANCE ) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER I - 119.1 1 SCALE 71.9' `` 12031 CO409H, REVISED JUNE 3, 2013 FOR DUVAL = 2�, COUNTY, FLORIDA. ON 3 i 2016-0152 24" x 36" LOT »A„ , - 0 1 i OFFICE COPY r. i \ i NORTH 2 I 1.J �; Q.N.R. MONUMENT N0. A19 1 t SHEET ANGLE POINT / , D.N.R. N=2183631.5 i oPPosITE R-47ir �� ti� E=3748s8.1 , `, THIS SURVEY WAS MADE FOR THE BENEFIT OF KURT PFOTENHAUER AND NANCY PFOTENHAUER. O 12 r JAH FEBUF.RY 19, 2016 42J-011I ( I APPROXIMATE EDGE OF VEGETATION I PFOTENHAUER RESIDENCE CUT& FILL CALCULATIONS SUMMARY SECOND FLOOR I I I + 30,15' _ I ( I CUT/EXCAVATION CUBIC YARDS): SPA I Pool ) ( TOTAL EXCAVATION FROM POOL = 1 PARTMEN COURTYARD TOP OF�1 HOUSE SLAB 21 , COPING I I I 37.3 CU. YDS. 1 EXISTING GRADES I 1 TOTAL EXCAVATION FROM COURTYARD 60.9 CU. YDS. I ( I I TOTAL EXCAVATION FROM PILES 27.1 CU. YDS. P L INFINITY EDGE POOL To REMAIN I TOTAL EXCAVATION FROM WALKWAYS = 4.1 CU. YDS. AVE E AR-AGE : i r :" 13 5' I t -f0 _ UTHEN I CS + SES GT{ RA:L PLANS I I TAL EXCAVATION FROM WALL FOOTINGS - 61.7 CU. YDS. IN�0 f AYOUT TOTAL UNDESIRABLE• • RABLE EXC AVATED MATERIAL=TE RIA 3 , L 2 YDS.) J IF f 10 1 t { 1 r . t r• Undes' I table e xcav to t; a d materi ria l: s f , od aver debris- etc.) s •r� , . . . . • TOTAL . . t• U E _ S AB •. LE EX AV C ATION i� MATERIAL 'r CU. YDS. LANE)N . L r. ARCHITECTURE I" D COMMUNITY. MMUNIT A 't• P NNIN r L G U �t a N RS DESIGN I FILL (CUBIC E GN f' YARDS) MAIN HOUSE FILL 0.0 CU. YDS. I COURTYARD FILL = 22.7 CU YDS. SO4 333 1483 R.olu• TA FLOOD ' LIIN GENERAL SEASONAL MEAN GRADING FILL = .7 * LINE COASTAL F' EROSIO4 FLOOD ZONE FLOOD ZONE N- CONTROL 48 CU. YDS. Icelimore comcaatnet HIGH WATER I HIGH WATER LINE GONTR 'L i 'AO' LINE 'VE' LINEi POOL BECK FILL = 163.5 CU YDS 1 CONSTRUCTION I , LINE - ELEV. 9,85. LINE - ELEV. 22' I I LINE LINE DEPTH 2 ELEV. 16 TOTAL FILL = 234.9 CU.YDS. FLORIDA REG. No. 1160 GEORGIA REG. NO. 668 ' FLOOD ZONE NET IMPORTED DEP FILL = 43.8 CU. YDS. I 'AO' LINE DEPTH 2' SITE DATA-IMPERVIOUS!PERVIOUS CALCULATIONS IDEF SECTION T" 4ROUG;H �fR0F fRT� SITE AREA: 4 13,476 SQ. FT. L3 - - - - MAXIMUM IMPERVIOUS AREA: - 50% (S, 738 SQ. FT.) 5-- HARDSCAPE TAKE-OFFS: -�-' I 42`-0" I I I ( APPROXIMATE I SEAL EDGE OF IMPERVIOUS 1 I I I I 1 vEGETATION ( MAIN HOUSE COVERAGE 1,492 SQ. FT. I SECOND FLOOR I I I i APARTMENT/GARAGE 934 SQ. FT. + 30.15' I I I COURTYARD PATIO 904 SQ. FT. I AC / POOL EQUIPMENT PADS: 131 SQ. FT. TOP of HOUSE sLaa I COPING I I I I WALKWAYS & STEPS 649 SQ. FT. PARTMEN COURTYARD SPAAREA OF FILL 1 f + 212s 21.0 EXISTING GRADES I i ( POOL & SPA DECK 1,294 SQ. FT. (EXCEPT POOL) I TO REMAIN I 1 _ t . AvENU ARAGE ARE 'O� GUT" - 5,749 SQ. FT i,r + t ( I I TOTAL• + s 0'1 SEE 'StRU�tUttgL: F'LaNS INC r Fb1� P •L Y t _ Y• I• 1 } t t i 0 PERCENTAGE f IMPERVIOUS: '•�• OF IT S E i •, 42.7 • •r .. •H •4 •. 11A LLI - - R.O.W. ( FLOOD ZONE GENERAL SEASONAL MEAN --I+ COASTAL X LINE {�'-'PERMIT " LINE CONTROL 1 LINE EROSI N ( FLOOD .SONE I FLOOD ZONE I ( }{ICxN WATER I HIGH WATER CONTROL AO LINE YE LINE LINE - ELEV, 9.85' LINE - ELEV._.2.2' Q LINE CONSTRUCTION -- FLOOD ZONE LINE DEPTH 2' ELEV. I6' 'DEPT 2 SITE AREA CALCULATIONS _Q 2 lu C)E F SE CT I O C TH I�OUG:rH F OFE fRT MAIN HOUSE: 1,492 SQ. FT. Z Z � APT. j GARAGE: 934 SQ. FT. 1_u fu _l L3 COURTYARD PATIO: 904 SQ. FT. r } 1L POOL � POOL DECK 1,727 SQ. FT 1.0 APPROVED PLAN AS PERMITTED U FLORIDA AED DIVISION OF WATER:RESOURCE MANAGEMENT U AD�AcI=NT 3 HOMES DEPARTMENT OF ENVIRONMENTAL PROTECTION TOTAL ;OVERAvE. 5057 SQ. FT. APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES I GENERA FURTHEST I 1 MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. SITE AREA: 13,476 SQ. FT. : W I PERMIT VERTICAL i EROSION ZONE I ZONE { CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE ' I 1 LINE CONSTRUE •ION i BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT Z lu I x 1 I LINE CONTROL ,40I 1/E I DESCRIPTION. THIS PERMIT;SISSUEDPURSUANTTOCH.161,F.s. TOTAL TOT COVERAGE: + ` I - - -- -- -- -- - - -- -- -- - - L- -- -�- -- -- -- -1-- -- -- -- - J AND OTHER PERMITS MAY BE REQUIRED. 37.5% U }- t I a I I i I I 'x �'°' �1�••�= yl' Ill 1-� t '# ' �` `' , ' ;� � f � Reviewed by .Date COASTAL I ( ( s' i E t d, J - f t• f :if,ri � ( J,t 'I CONTROL i t s E; , r "41, 1 , I _ I J '�,I t ff�I.:�,�'I t,� � ' �I,'�h ���' , ! r' , I B ��,�a'I� , N, ,,I:r .l r I CONSTRUCTION TWO STORY FRAME { :� 13�� r ,,,f l.t,r t, t I j s a r I �- r LINE RESIDENCE I 7 IQi i.t;� Ih k }, jd rvi jr fft I slls j�� r�• It i ii y� ( f J I I '- a , IF;If1iJ�f1 1j I f.:"� I I T j�7 •� 1633 U O�D� OW " / I LOT I t�CK PAVER PATIO / PE STORY. CxE { ( I APPROXIMATE NEW MASONRY STEPS EDGE or- NEW P t ( NEW MASONRY S9REEN WALL - SAND SET PA 1 1ALKWAY SEGMENTAL WALL EDGE I + � ✓ VEGETATION xo,s x,11 ----� �/ ,� 'R1EI• , x 15 D TEP LM, YP 1 �'9 - -- x .5 x 12.8 x 1 -- 5 x 11r- -�7.8 �� � A/C • V � t.1 ` I � i x4 A A ,� I cv GIP t { J D r L 00, N W PAYER N TR# VERT URTYARD P OL Ea I I I e.1 J I $ Z91GE 1 TWO STORY FRAME -- .' X 3 I x •2 J z 1 M! _Q 2 04 .20.5 RESIDENCE POpL x .2 / - Cr- 12,5 x 3.2 1 .'s 7 x8.0 .00 1 3 p .21 01631 GOMPL'�7 �. . x12. r x9.7 x9.8 xs x °� ^ ( \ I// I x i x=0.9 x_1.7 N It IPM-2126' ao i N FFE-2128 x5.5 X rn NEW RA RTIN ° • rn c� 1 o I } SHEET TITLE L_ I FPO DE�PAREA\K �� �P�gk. r) 00 \ I � "t "� I N D IVSIUAY I , N ATE P "f,T P. \ G� x1 k h31-r-x71 -- - - fig. - 3,0 I x1.8 x0, x-22 SITE EW MASONRY SCREEN WALL 2 x_1.4 SAND SET PAVER WALKWAY SAND SET PAVER WALKW 4Y x t I { I ass 7 0�o � o � `� SEASONAL I MEAN SURVEY SEGMENTAL WALL EDGE I x ' xs.7 $io NIGH WATER HIGH WATER �.•i / I of 0 1 0 LINE - ELEV. 9,S5' LINE - ELEV. 27' 0 SECTION ONE STORY FRAME I f ml m o cCOASTAL RESIDENCE / CONSTRUCTION l�019 1 I . LINE I I 0 o DATE ISS _ EROSION I PAVER !-.M--- CONTROL 1 z I z ISSUED rrrz I PAtlo i LINE I0) APRIL 5, 2016 -- -- I -- -- -- -- -- -- -- -- I- - -- -- - - -- -- -- I -- -- -1 -- -_ Z REVISIONS DEC. 1, 2016 {� I GENERA ADJACENT 3 HOMES I � �--PERMIT FURTHEST �`? I LINE VERTI'RL4GtlO�t I 1 OFFICE CQFY SCALE X I AO i LINE f j 20' ON � I \ ,� 24" x 36'i SIT FLAN� 16 2 e EACH AVENUE NU THIS SURVEY WAS MADE FOR THE BENEFIT OF KURT NORTH PFOTENHAUER AND NANCY PFOTENHAUER. SHEET �3 _ 1 I GENERAL � I ( -.�-- FLOOD FLOOD FLOOD i PERMIT � EROSION ZONE I ZONE ZONESI I L INS :...,— CONTROL 'Aon . AVE' X I Ao I I L;N LAND 5 I i d I I CTU CO MUNIRtY"P�ANNI'N�Crt I URBAN DESIGN SO4 333 1483 I kel lmoreecomca6t.net I I FLORIDA REG. NO. 1160 I COA6T,4L I I I GEOIA 6 REG. NO. 68 I RCx CONTROL I �--- CONSTRUCTION I f LINA i 4r , TWO STO RY FI<?AME R oFED ON I STORY FRAME CK REST ENCS UJ OD ( IEUT�EN45 PAVER SEAL 1 GARAGE 1 33 I PATIO LOT IP I EASTERLY DA E PALMS 144.-12 ' I z ROS,oN :.N OL LINE 1033E) u1 EAST WALL EDGE _ _ EAST loft $' ! hk"1 Q x 6.5 UJPP / 1 11 111111 1111 STAIRt�UELL EDGE 2.�1' A/C: LIMITS OF FILL LVE oAK WEST FACE MAI HOUSE U GENERAL PERM T LINE 124.514 � i . `' EXIS�i'Ii�lCl I I II II i� . � �' - WEST Pool. ED E 105.1 ' � i � i ; \` � i � i I�uN I I r i AST Oo 139.22 i / i ; \ �-------� I I C->R,4 Is ' i i , EAST TEMP. SILT FENC ' \ I 6I 6 9 IF-AST SPA EDGE — CO ' LX x6.9 EAST TROUGH E GE 141.0 � Oi�x a I (� 01 EAST MAIN HOU&E FACE I I QL I � Z I I I u 0 EAST SEGMENTA WALL 13 3. 12' COURTYARD 31.E 1 I I j I �� --' �> E 00 \\ U i ,G1,,ST i C� / 1 k' \ I I I APTMNT. 18.31' IZ U • • 1 1 I \ �� �\ LLI 101 1-U EAST I,UALK EDG . I I _ \ \\ x$ 3, —, x 6. I i z 111 co CD EAST WALL EDGE 9'1.81' '� � (P U NEW MASONRY SCREEN WALL NEW SANDSET PA ER WALKWAYI 6.6 I x6 7 7 O COASTAL ( x 6' I O z �---CONTROL I o w q C ONSTRUCT I ON ONE eTORY FRAME O FLOOD FLOOD I z S I DSNC APPROVED PLAN AS PERMITTED BYT14E DMSION OF WATER RESOURCE MANAGEMENT 9 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION EROSION zON/� ZONEi APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES _ CONTROL . 1,401 401 'VE' I MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. I CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSEL INE I BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT I DESQWTION. THIS PERMIT ISISSUED PURSUANT TO CH.161,F.S. I 9 � AND OTHERPFAMIFS MAY SEAEQUIRED. �ati i mlt ll L y t , a . _ ( N ''. _ ! ���N'11G'�•.'I ' I! � .:���ii�P"� '��� '� �``����.�. �` �1�� i'k,���; �I I' � . G ERAL. SHEET TITLE 1'LOOD I PERMIT LINE i x ZONES Et 1 I DSP X I Ao I I I DIMENSION 1 PLAN I I DATE ISSUED JULY 15, 2016 REVISIONS DEC. 1, 2016 SCALE 1" = 10' ON OFFICE COPY 24" x 3611 NORTH SHEET L .4 or 12 EU I HEN(CJ STUD 10 LAND ARCHITECTURE TWO ST RY FRAME COMMUNITY PLANNING URBAN DESIGN i(o33 904 333 14S3 kel Imoremcomcast net FLORIDA REG. NO. 1160 GEOF CVA REG. NO. 668 9 NEW CMU CONSTRUCT WALL IN SCREEN W LL 5' PANELS FOR FRANGi81LITY 138' LF 18.3 �� PROPOSED x 15.5 211 STAINLESS STEEL POST C4' O.GJ \ x \ DATE PALM AND 4-65T CABLE WIRE FENCE - 8 \ PLANTING TYP. �� BOLtED TO DECK, EA. SIDE SAND SET TRAVERTINE PAVERS ON 919 STONE BASE Lp \\ \\ 1 / PLANTING A/C a SEAL �-9 6 x 12 SOLDIER BORDER SEGMENTAL WALL FACE POOL PLANTER • iro x 1( ON 4S° POOL DECK -ERS r / ! EQUIPMENT � TRAVERTINE MUD SET Fs/CN PAVE ! UB BASE CONCRETE 41` - O" 91 - O„ AREA OF FILL Now ! (o" MEXICAN BEACH PEBBLE: . 1(0" BAND BEHIND COPING / I - o 11 / TROUGH TWO STORE'' FRAME F INFINITY POOL. ! N , w 21.28' RS �DNG 21,28 SPA I (P , 12 x 32 ! ! L8 ! z O 1 2 L8 _ �ooiGw�l ! i >` >_ GRANITE WEI CAP ! / U PE - 21.28 1� U Lu . z w Ca LU c U 3 CM TRAVERTINE BULLNOSE 1_l..l 6� 3 CM TRAVERTINE BULLNOSE / + (EA. SIDE) SPA COPING - 1' x 2' POOL COPING - 1' x 2' / / ]-_ Z N ! ® ! \\ SEGMENTAL }— POOL DECK - L9 WALL TRAVERTINE MUD SET -FACE / \ Lu PAVERS ON CONCRETE AREA OF FILL =l \ SUB-BASE 1(ox1(oON4✓° / \\ l- TRAVERTINE STEPS (o x 12 SOLDIER BORDER .� tL SEE E-LS / O PROPOSED DATE PALM / PLANTING PL4NTING + TYP. / L.8 J • ` 1 C33 / L8 % \ it NEW CMU -- __.� B 19.0' /Ia.�' 17.x'/ 1 sa' 1 15.(d' 14.0' 13.0' 12.0' \ SCREEN WALL -..*—SAND SET TRAVERTINE / \ \ 80' LF PAVERS ON 919 STONE BASE -f- / �' �-}- -}- -{- -{- -�- 1 \i SHEET TITLE X 18.1 ED SAND SET CONCRETE PAVER PATH POOL. LAYOUT PL.AN APPROVED PLAN AS PERMITTED BY THE DIVISION OF WATER RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH.161,F.S. DATE ISSUED y 11 r I AND OTHER PERMITS MAY sE REQUIRED. APRIL 5, 201& r4�f1 ' Reviewed , E REVISIONS Date Permit a, a } DEC. 1, 2016 (j.' ; y E t}}I I frtr ei ' 41 uI. ,Illi 41j(I�N r4 e }{� r., i F#.'��� Gt s ifl.i.y }i �}41 - Y M � ,,'�i�i ! iS1:�4�• i 1 ')fljrfj �C.�;I�fl].+': ��if�$�IF1'��brll . ONE ST0�3 R � � •. SCALE 1" = 4' ONu4 OFFICE COPY 24" x 36.. NORTH SHEET L5 - of= 12 EUT4ENICS STUD 10 r TWO `O SCOCr�-/� LAND ARCHITECTURE COMMUNITY PLANNING 1 33 URBAN DESIGN 904 333 1483 ksi imoremcomca stx�et. FLORIDA RECD. NO. 1160 9 NEW CMU CsEOR31A REG. NO. 668 CONSTRUCT WALL IN SCREEN WALL—\ 5' PANELS FOR FRANG 151LITY 138' LF 18.3 3 �\ x 15.5 �.. X SAND SET TRAVERTINE PAVERS AV S ON 9i9 STONE BA5E / \ � A/C A/C \ \ / � / // SEAL 20,82'+ / 20.82 20.02' 5' x 5' SAWCUT FRANG151LITY 1=00- L PLANTER GRID ON CONCRETE DECK EQUIPMENT + 0.82' SUB-BASE . l � i 21.0' / 21.E TROUGH -�- 21.5' F- SPA� 1NFINC�'Y POOL. 21.28 RES f DENC� 21.28 17.75E 12 ' x 32 ' Y �- -}- -}- 1 .95 2 .58 SHOTCRETE / / / z z o 1�o 213 �— _ --r 14.6 5' POOL WALL / } u- I �E R cAGRANITE i ;/ � .� FFE - 21.2 8 21.5' / � u I II / / z lu m 21. I I 1 -4f0! 13.5' nI / u-t tYl 21.0' 21.E , / ; lu m U 20.82 ' / 20.82' 20.82 ' � � I 0LL OL 19. 21, NEW CMU TRAVERTINE ----�- 19.f�` /I8.(�' 1�1.�'/ 1 .fZ�' ! 15.x' ! 14.o' ! 13.0, 1 12.0' SCREEN WALL ��SAND SET RAVER E ! ! 80 LF WAVERS ON 1319 STONE BASE + + + ! + --{- + �t SHEET TITLE r Lj- CONSTRUCT WALL IN X 1 S• 5' PANELS FOR 111-14181LITY SAND SET CONCRETE PAVER PATH POOL GRAD INCA PLAN APPROVED PLAN AS PERMITTED BY THE DIVISION OF WATER RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH.161,F.S. DATE ISSUED ! + AND OTHER PERMITS`MAY BE REQUIRED. IfII°211"' APRIL 5, 2016� 11 '��' ' fig Reviewed by Date RREVI810NS Permit# i 1� ttIpp'II({ .'�1ll� y� lI $IU X1 � / x! � f�ife i f 1� d.• �� ` _ - - ik r;•`,.�1�5lrr#,�.ii.Ilppk;F�.;l'�l�j.l�{�!{i�t�T p7Fr` h (1I•;i1f��i�l'ii��"`#t//t�t.�l I i .} i I { �.�'�:a`,'II+'� I�11 ft�s.?1 1":s�1 { SJ(.11kI�};• URI, .} 441 ONGTO +1f .. - !.• t. 17• { �.I 1(019 SCALE 1" = 4' ON 24" x 36" OFFICE COPY NORTH SHEET Lro- , Aft or 12 II 1 / / EUTHENICS / I-so 5TUD 10 LINE ND ARCHITECTURE / COMMUNITY PLANNING URBAN DESIGN SO4 333 1483 TRAVERTINE STEPS /i---' i�slimoreecomcast .net REPLACING EXISTING FLORIDA REG. No, u60 i I CONCRETE STEPS �� GEORGIA REG. No. 668 1 TRAVERTINE STEPS /� 6" RISER, 12" TREAD IN TYP. CONSTRUCT FOR FRANGIBILITY GREEN WALL 9 TRAVERTINE LANDING, TYP. /� W CMU, 138' LF + PLANTER t 3' WIDE SANDSET TRAVERTINE PATH Wflflo9.1� 1 11.�� 14,roo D•I 3.2 --}.-- -.-1-- __.�__ ,� D f , SEAL � t TRAVERTINE LANDING, TYP. 16x16 /� Oj TAVERTINE FIELD, ROTATE�/ D.I. —TRAVERTINE Q) C P,4 RD O EXISTING i� r � CONCRETE J V DRIVEWAY Is( Lu .l _ I 12X12 N S DRAINVOX PLANTER I TYP. D.i. ,L PLANTER j I TRAVERTINE STOOP I 1(o25 c� TWO STORY FRAME 1.4 FLOOR GARAGE t t I 2n FLOOR - RESI ENCERESIDENC z o FFE - 21.2 ' >< 21 .015 1 31 r } I- L .08 It 8.10 FFE - 21.2 a' C 0 1: TRAVERTINE STOOP N ` `,. zw CQ 6x12 U ' TAVERTINE to dP iz C77 BORDER cv 6x12 \ .4 ! BORDER E I t�— ( PLANTER L - - -- 1 Lu D.I. Q EXISTING F �� u CONCRETE DRIVEWAY LINE PL R T RTINE l FI D, ROTATED L-------- 01 -- . EXISTING D.I. D.I. 6" WELL NEW CMU �� EXISTING 0 . SGREEN WALL . 11.rv01 3' WIDE SAND TRAVERTINE PATH CONCRETE BO LF SHEET TITLE TO REMAIN GARBAGE CANS RELO ATE NEW CONCRETE CONSTRUCT WALL IN C 5' PANELS FOR FRANG151LITY COURTYARD i PLAN APPROVED PLAN AS PERMITTED TIED BY THE DIVISION OF LVATER RESOURCE MANAGEMENT C FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. ! CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE f BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DATE ISSUED DESCRIPTION, i HIS PERMIT IS ISSUED PURSUANT TO CH.161,F.S. APRIL 5, 2016 AND OTHER PERMITS MAYBE REQUIRED. l a ,��►'; f : q REVISIONS U-K 1- i;k, ; ; DEC. 1, 2016 •.�; Reviewedby t y Dae s t Permit# htr 1 3 - r SCALE ON 24" OFFICE COPY NORTH. SHEET 42 HT., 2 SST FENCE PIPE, 4' O.C. W/ 5 STRAND SST GABLE 42" HT., 2" SST FENCE PIPE, ' O.G. SLACK GRANITE W/ 5 STRAND 55T CABLE INFINITY EDGE WALL TAPERS ON SIDE TWELVE COURSE TREMRON E U T H E N (C 5 SEGMENTAL WALL 'COMPAC' APPROACHING HOUSE RETAINING WALL 5LOCK STUD 10 TWELVE COURSE LAND ARCHITECTURE SEGMENTAL WALL 'CO AC' RETAINING WALL SLOG COMMUNITY PLANNINC-s URBAN DESIGN 904 333 '1483 kel lmoreocomca st.net FLORIDA REG. No. 116m GEORGIA REG. NO. 66B SHOTCRETE INFINITY EDGE POOL WALL (3) 2" x 3" CONCRETE AIRIFIER 5UMPOUTS SPILLWAY COLLECTION TROUGH ELEVATION EA:5T FACE OF INFINIT"*r FOOL. � �- LS RESIDENCE SEAL gl_011 32' - 0' 8' x 8 TRAVERTINE POOL DECK TRAVERTINE LUANDA BAY GLASS POOL DECK 21 B' 21.5'SPA WATERLINE TILE BAND /- 21.0' INFINITY EDGE 2 .95' 21.0' 21.01 - a7o ° . d 10" W x 12' LONG 5LACK GRANITE Q POOL STEPS P O O L '. V' SPILLWAY COPING ' a 4 11.0' 8" POOL SHELL -.— (3) 2" x 3" CONCRETE AIRIFIER SUMPOUTS a 10" WIDE CO UA SLUE PEARL PEBBLE-TECH kwa 50' ELECTION TROUGH ° PLASTER COAT W/ CRUSHED AaALONE SHELL 1435' 14.5 Q'' Q . 13.0LLI' e z z O F_ } u- u.t v Lu SEE STRUCTURAL DUrsS. SEGMENTAL WALL STONE: W z uj ca FOR POOL GRADE SEAM TREMRON KEYSTONE COMPAC III 4 PILE SP CIFICATIONS 8" H x 18" W x 12" D uj v TOP OF SEGMENTAL WALL WEIGHT 15 lbs. W J' E C_C I ON I l l= I N I T� FOOL, TW 20.41' COLOR: PRAIRE , TOP OF SEGMENTAL WALL z LS TW 20.41' f J TF 11.14' TF 11.14' m ..5.••r . .�..4. •• i •• ...4 ••M TF 1-1.01` i• i r '" '•' is +.. a...: ,,v r. • . : • ..-••.. ,• h.`�'0' BF 16.14' — —7 ••. ....•: tl ',• •d • ! A •—•a •4 1 .A •• .M•' fl• .n r. .a•i ITM ' -rrT TF 15.06' ' .• :, ,: .r . . ,.. TF 14.39. V 12 .4 r• -: : TF 13.x?1 . •! .14„ •. , .e •. : ..: TF 13.05' 3' WIDEx12" — '' :: _ DEEP GRAVEL 3'-g" % ..• IT WALL BASE FOOTING. LINE — .r • TF 12.38' 1 - 011 1 - 011 12 12 12 TRENG;-I lUlt1-I FILTER FABRIC 3�_g�� 3� g�� ;.:.1, d ; .4.•.,t •, �. ..;'•;; F 11.38' r _ ORIGINAL GRADE SAND, FREE — � — TRAVERTINE STONE POOL DECK OF ORGANICS 4 CONSTRUCTION _ SHEET TITLE THIN-SET TO 4' CONC. FRANGIBLE TRAVERTINE STONE POOL DECK DE15RIS _ 11 - - SUB-SASE - THIN-SET HI BE+TrJEO 4' .CONC. FRANGIBLE - 11 11 ' ., 42 HT, 2 SST FENCE PIPE, 4 O.C. 42 HT., 2 SST FENCE PIPE, 4 O.C. ELEVATION e Gt" I E lei T A 1_ WALL_ POOL COPING '040 5AR DOWEL 12' O.C. 21.0` GLASS WATERLINE TIES 21.0' 20.82= 040 BAR, 16'' O. C., 4' LENGTH �n---- 1B%' SLOPE + 1.5ro SLOPE --�.. POO BACKFILLED BEACH SAND ~_ <. •..le N, a' " , a: ' ` EXPOSED P15ERGLASS PINS IN 5LOCK PLACED IN LIFTS WATER PACKED O O O O O O O O O • IMBEDDED INTO POURED SUB-BLAS sCt I ON5 AS WALL 15 CONSTRUCTED O O O POOL SHELL ." s •` O O O MIRAGRID 3XT GEOSYrdTHETIC ALTERNATE COURSES MIRAGRID -3XT C�EOSYNTHETIG �.,•• - APPROVED PLAN AS PERMITTED ALTERNATE COURSES 0 ° 4� aEUE PEARL PEBBLE-TEG 'r ° SEGMENTAL WALL TREMRON BY THE DIVISION OF WATER RESOURCE MANAGEMENT SEGMENTAL WALL TREMRON — O O O PLASTER COAT O O O KEYSTONE 'COMPAC I I I' WALL FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 'COMPAC' CONCRETE BLOCK ' ° O O ° O O a:' ,,m.-�-DEPTH VARIES i:;� O ° Q ° O ° 5LOCK �W/ FIBERGLASS PINS APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES WI FIBERGLASS PINS 8"h x 18"w x 12"d MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. DATE ISSUED 16,49 CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE APRIL 5 2016 . a . . ;• —FINI SHED .GRADE �VARIES) BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT ~ '+ ,+. SEGMENTAL WALL TREMRON DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH.161,F.S. REVISIONS BACKFILLED BEACH SAND AND OTHER PERMITS MAY BE REQUIRED. FINISHED GRADE _ COMPAC CONCRETE BLOCKI DEC. 1 2016 PLACED IN LIFTS WATER PACKED =` . y 'Wit,' 'Ir • A „�,° ,:... W/ FIBERGLASS PINS `jj a`I�, . !` ` l l 3' WIDE x 12" DEEP GRAVEL '•'' �;: .' .;':: -� AS WALL IS CONSTRUCTED •: ., �-. 1' � WALL BASE FOOTING. •'� . �� — - • 4 - ,�:1, t�'} i�evlewed by Dake Permit# I _ OF GRADE SAND FREE _ STEPPED EVERY 5" 1 COURSE — , F k i,1 �, s1 r� — OF ORGANICS CONSTRUCTION 3' WIDE x 12" DEEP GRAVEL `'II; t'Ir{, + ( ori I`" ► ' m DEBRIS I T,� WALL BASE FOOTING. LINE TRENCH WITH FILTER FABRIC 1:I i 1. 11j.'." `•IY -- 1[t[s• IVr - i,. M{ilyl f! {I1 I; ,y 1�-: SCALE t • f 1 :��r I,I �, .I{.� f, '� :I.'.��'I # 77� IL L .I F7.' ORIGINAL GRADE SAND, FREE SEE STRUCTURAL DWGS. OF ORGANICS 4 CONSTRUCTION FOR POOL GRADE BEAM DEBRIS 4 PILE SPECIFICATIONS NORTH SECTION INF I N I I �*T- POOL., SE I I ENTAL.. WA LT OFFICE COPY SHEET AiftLS La or- 12 i_ C-OA5TAL CONTROL L.�--- CONSTRUCTION LINE - I TWO STORE' FRAME OFE I R D ( ! W�OD �RESIDENCE I EUT" 4EN I CS ON9STORY FRAME 1ro33 DECK ( PAVER GARAGEoT `I PATIO STUD 10 { ! LAND ARCHITECTURE I (oo-L M 1-GIS 21-PT 130-TA c 1-Ga COMMUNITY PLANNING izM 1-1.3P ��- 12-zP 3 P -CS I URBAN DESIGN � ujppf Awt­l x NI mz z I AV-- I _ _ .� - - 8. (�:--- -�� `- � 304 333 1483 x 6.5 kellmoreecomcastnet 30-L ; I I j j A/ :=E: / I I I 1 1 1 1 1 1 FLORIDA REG. NO. II&O 35-TA 2-LC 30-TA +++ i ! i I I GEORCxI RECs. No. bb8 . 4-AVXST. IrUR IL 1-Cs 3-PDM + + / / i -12-MC I I i I ( ++++ / 1-S i I i EXIS►TINci / . F 1-Q 50-LM 1-LD : `+ + 30 ' MC / 2,02 sr ► I 1 m .,.,.,. 1_zM / r 1 ► SIDNC ;.,., , i8-FXT 2 - XT ' ' O STO Ai"1 ( / , JAMIE zO1'sIA L_ ----� ( 1ro 29 ,., � TI,U �' R � SOD � � I I I , r•- i - N let FLOOR - GARAGE E51DENCE 40-144 / ( 1 1 C� g COURTYARD SPA POOL � , , 3-Cs � 1 ► x,6161 r-- 1 1 2nd FgoOR - RESIDENCE ,0 _ 2+4-FXT #1ro 29 I / � / �` j �x 6.9 � 1 1 1 j I X a o l (FFA 21.2 . ,;�.• + lg_FXT •.*. -21.2 5' ( // // /� x`,8.5 XB •� J I I I 1-Q 1-LD .; I-zM / -M If 1 I SEAL LXST. WR 3-PDM - _ l ,� &8-MG �� � - I I I III ! 45-TA 20 PT 1 sR % ` �� I j 5-AV 80-LM -�_zP +I++ I / ► I I �42-AA 1-�P � _ i ► � � I j I I I 1-TL / 1-zM I �45-A� ► ► i x s 3i "`\_ 30-TA I 3 LC 2-Q I P 1-CS I to -AV 1-SP ( 666.7 ! x6.7 COASTAL ! — CONTROL CONSTRUCTION - ! INS ONE STORE FRAME ! ! - �- RESIDENCE I fro 19 Lu I APPROVED PLAN AS PERMITTED ( LJL / BY THE DIVISION OF WATER RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Z z O APPROVED CONSTRUCTION AND ANY;O�'HER AUTHORIZED ACTIVITIES W MUST,COMPL"Y,,YVITN WEI_O( ADITIONS OF THE PERMIT. J CONSTRUCTION ANtJ ACTIVITIES-)1RE-STRICTLY LIMITED TO THOSE Lu BOTH BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH 161,F.S. U , ` AND OTHER PERMITS MAYBE REQUIRED. -Iltill , ` v � i U Reviewed by Data G,_., PermitN u, aI�1 +y —j: �m(� 4i as !". z w 1�1 - SET PALM 30 THAT BUD IS 90 DEGREES m t: F+ ry lai,i21:1 li( { 14 Y ,'f t 6 I �-I- iLU V itsIt {•. .:1 it ;{: tel IIiJ A - .i+ 4t-FF' - _ PERPENDICULAR TO GROUND } j {— �1�! }I'�IyxI�F �S�a'��1 '��� s'�•'I !- I; �i9� :����,1���':�� i �'?il ��" REMOVE 1/2 FRONDS, CLEAN-UP q 1 8 _ FROND BASES cv 1 0 UNIFORMLY CLEANED-UP BOOL SCARS '' I f ON STRAIGHT TRUNK PLANT SCH U NON-HURRICANE CUT PALMS ONLY - .�. 2' X 4' BRACING WIRED TO BURLAP' QTS". ���" COMi'''10N NAME �30TAN I C,4L NAME s I ZE HEIGHT SPREAD REl"I�4RKS WRAPPED TRUNK STAKE SUFFICIENTLY t0 GROUND FOR HIGH WINDS PDM MEDJOOL DATE PALM PHOENIX DACTILIFERA 'MEDJOOL' 18' CAL Iro' CT 2 14' - 16' STRAIGHT, DECORATIVE BOOTS 4' HIGH SAUCER W/ b' PINESTRAW MULCH LAYER 2 LD R185ON PALM LIVINGSTONIA DECIPIENS 14' CAL 16' CT 8' - 10' FULL, STRAIGHT, NO BOOTS 3 SP CABBAGE PALM SABAL PALMETTO 14' CAL 14' - 16' CT 8 - 10' FULL, STRAIGHT, NO BOOTS 111111111 1`- ����hlllll b BACKFILL MIX AS SPECIFIED. TAMP AND 5 LC CHINESE FAN PALM LIVISTONIA CHINENSIS 30 GAL 42' - 54' 3' - 4' MINIMAL TR!NK WATER INTO PLACE SET ROOTBALL ON UNDISTURBED SOIL, 1 CH EUROPEAN FAN PALM CHAMEROPS HUMILIS 30 GAL 42' - 5.4' 31 - 41 FULL, SPECIMAN MIN. 30' ROOTBALL DIAMETER 2 BD BIRD OF PARADISE STERLITZIA REGINA 30 GAL 42' - 54' 42' - 54' FULL, 'I FROND MIN. PAL1'{'I PLANT INC- DETAIL - - -- N.T.S. 2 SR SILVER SAW PALMETTO SERONOA REPENS 'CINERA' 15 GAL 301 - 44 302 - 42' FULL, I FROND MIN. SHEET TITLE 12 CS CRINUM LILY CRINUM SPECIES 30 GAL 4' - 5' 3 4' FULL 4 OE QUEEN EMMA LILY CRINUM ANGUSTUM laUEEN EMMA' 30 GAL 4' 4' - 51 FULL, I-LEAF MIN. REMOVE ALL CONSTRUCTION 4 ZM CARDBOARD PLANT ZAMIA MARITIMA 30 GAL 4' 4' - 5' FULL, I-LEAF MIN. PLANTING DEBRIS FROM PLANT BED PLAN PROVIDE POSITIVE DRAINAC� 45 PT GREEN PITTOSPORUM PITTOSPORUM TOBIRA 3 GAL 24' 24' FULL, NO STEP UPS SPACE EDGE 4' PINESTRAII MULCH 15 AV VARIEGATED GINGER ALPINIA VITTA i UM 3 GAL 18" 24' FULL, NO STEP UPS Y PLANT AT EVEL GRAPE 26 ZP COONTIE PALM ZAMIA PUMILA 3 GAL 18" 24' FULL, NO STEP UPS OFFICE COP nremnnme in "t :�:�k"i"� I+ nr i i (o' S01L MIX 1/3 COMPOST, 42 AA AGAPANTHUS AGAPANTHUS AFRICANUS I GAL 16 161' FULL, NO STEP UPS DATE ISSUED :•1. 2/3 TOPSOIL, JULY 15, 201(o ROTO-TILLS INTO SOIL 200 MC MUHLY GRASS MUHLENBERGIA CAPILLARIS 1 GAL 16' 12' FULL, NO STEP UPS ib REVISIONS COMPACTED EXISTING SOIL SACKFILL DEG. 1, 201ro EXISTING TOPSOIL FREE 45 AE. CAST IRON PLANT ASPIDISTRA ELATIOR 1 GAL 12" 12" FULL, 6 LEAF MIN. OF LIMEROCK AND DEBRIS 84 FXT FOXTAIL FERN ASPARAGUS DE 'FOXTAIL' 1 GAL 12" 12'� FULL, ro LEAF MIN. SHRU5 GROUNDCOVER PLANTING DETAI NTS 60 FP FIG VINE FICU3 PUMILA 1 GAL (o" 16' FULL SCALE 1 - 10 ON 220 LM BIG BLUE LIRIOPE LIRIOPE MUSCARI 'BIG BLUE' 1 GAL 10' 12' PIALLA7.3 ktAftk1IH4N, 2 x 36" 40 HD BEACH SUNFLOWER HELIANTHUS DEBILIS 1 GAL 8" 12' SHEET NORTH 2,025 SF SOD 'JAMUR' ZOYSIA GRASS ZOYSIA JAPONICA 'JAMUR' 16" x 2' - FRESH OFL10 12 COASTAL CONTROL CONSTRUCTION i LiN J i TWO STORY FRAME R OF D RUJ�ODESIDENCE i J EUTHEN f CS ! ONE� STORY FRAME 1033 DECK PAVER GARAGE LOT 7 PATIO i i STUD lD J LAND ARCHITECTURE COMMUNITY PLANNING -- URBAN DESIGN �P $' r =-64 I�k7� r .5 SO4 333 "1483 i I I X kel lmoreecomcast.net 0 �� O � \� �•.,a •O \ 1 i i I � 1 � I 1 , 138 O O aa, / a , i I I ► i I i ► I FLORIDAEXST. 6 O O � LIVE OA / � I I I REG. NO. 1160 i PE !! % ! � I GEORGIA REG. NO. 668 U EXiemI1' ci I .9 l.L1 I I I � r - IESIDENCE ; ! ; ,/ SRA S I I TWO STD moi' FRAME ! f ! L--------� i � 1(029 R R E ! ! / / \ I i ► I I , r. l _ . . ► _ let FL4�OR - GARAGE E S I D E I�IC ! ! \ I I CN-- 9 SiDENCE COURTYARD SPA POOL. ( / ! � i 1 I I xI6�6 'TO f 2nd FlJooR - RE # ! ! \ I f f I I �,- xa•� FE=E-21.2�0� 129 0 ) i FFE -21.2 0' /� i ,\ ► �\ i ' ► SEAL jDO I j f �> 00 • i Oae Bqa Aa64— • ► I \\ ► , I � fl � / J aB I \ --, -� I I f _ x � � � LLI Ls EC:�END HE AD KE �- - ` ( RR i GAT i ON NOTES Q RAIN3IRD 1806 6' RISER LD. DESCRIPTION SPECIFICATION ��, _ _ • RAINaIRD 1812 HIGH POP []M WATER SOURCE 112 " Irrigation Meter b Contractor � 1, Irrigation Contractor and boring subcontractor sha lc be responsible ® g y for callingand identiF in and verifying all utilites -before digging. RAIN131RJ SHRua RISER Q y g © CONTROLLER Rainbird ESP, 12 Station Clock LU 2. Irrigation Contractor shall be responsibie for all applicable AO RAiNaIRD - 15a H Z � o _ s permits, roadwa safet concerns and Mai ��:nance of Traffic.. BALL VALVE 2" E3rass w/Valve aox U-1 � fees, p y y BQ RAINa1RD 1ST 1�o.i i=3ACKFLOW DEVICE Ulatts 00 1-QT-1.5 E > � 3. All -_Pipe and Wire under paving shall be placed in directionally" coUJ q RAINBIRD - 15H .. MAINLINE 11/2 " SCIS 40 PVC v 2 bored 4 Polyethylen e sleeves. Sleeves shall extend 5` into plant bed each end. DQ RAINaIRD - 15Ta SLEEVING 4" Pol eth leve or VC Sleeve -4 U 3: U1 4• Mainlines shall be buried to provide a minimum cover of V, Q RA1Na1RD - 4's5T CL 200 PYC Pressure Pipe Z W C1 while all Lateral lines shall have a minimum of 12". LATERAL PiPE RAINBIRD - 151= ----- DRIPLINE PiPE 1/2" Polyethylene U 5• The Contractor should take care to reroute piping as O Z necessary to avoid utilities and tree rootba lls. GO RAINaIRD - FEST 3 VALVE NUMBER cn i�'2 u CPi„i Ra inb i rd PCNA 150 Z (o. Ali Sprinklers shall be site adjusted to prevent water HO RAINBIRD - 15TT �- 24 W p VALVE SIZE overthrow onto roadwa surface. leads shall be set eBO RAIN51RD I GPM SUaaLER with flex-pipe 3" from midge of concrete curb. VALVE Rainbird PCNA 150 with adaptor for AY O RA1NBiRD VAN SERIES NOZZLE � 1�1elSOn 8014- SR Programmable Actuator -1. All g Pip in downstream of Solenoid Va I ve to be CL 200 P.V.G. CiO O RAIN51RO NOZZLE OTHER THAN 15' R with Rain Sensors and Freeze Clicks e o run between 3:00am. to - p - . $. All Valves shall be pr0 ramm d t O HUNTER PGP PC-6 POP-UP 4.0 NOZZLE (o:00 am. and insta lled �nd tested with fresh batteries. S, Install 5ackflow Preventer as close to Right-of-way line Op HUNTER PCWP - Pc-& POP-UP 2.0 NOZZLE as possible and in a protected area if possible. OHUNTER f=GJ - PC-6' POP-UP 8.0 NOZZLE 10, All spray Zones shall run for twenty minutes three times a week. DURABLE WEATHER RESISTANT April to September and twice a week October - March. PLASTIC VALVE Box WITH _ _ NOTE: INSTALL SPRINKLER _ p p EXTENSIONS IF NECESSARY. -� AT FINISHED GRADE SHEET TITLE FINISH GRADE APPROVED BACKFILL INSTALL VALVE BOX V2' HI-POP SPRAY SPRINKLER NOTE: INSTALL SPRINKLER ABOVE FINISH GRADE IN TURF AND 2' IN SHRUB AREAS. FINISHED GRADE OSTTECON T ALL PIPE TODAi' IRRIGATION AT 3M-05Y WIRE CONNECTORS LET f=L AN AND.EXPANSION COILS, - APPROVED BACKfiLL AND 10 WRAPS AROUND 1/2' PiPE. I/2' PVC OR BARBED DETAILS TARP SPRINKLER ELECTRIC SOLENOID ALE ELL CONTROL VALVE. Ile /2' FLEX PIPE 3/4' PVC STREET ELL — LATERAL PIPING ITO SPRINKLERS. ATERAL PIPE DATE ISSUED 3/4' FLEX PIPE I I 4' PEA GRAVEL BASE JULY 15, 2016 LATERAL PIPE • . o . W/FILTER LINING. LATERAL TEE REVISIONS 0 4 0 o ' o o . o VALVE WIRE FROM LATERAL TEE CONTROLLER - MAINLINE SCALE TYFICAL SOLENOID VALVE TYPICAL HI-POP tPRAY SPRINKLER ON NOT TO SCALE NOT TO SCALE 24" x 36 NORTH TYPICAL POP UP ROTARY SPRINKLER SHEET OFFICE COP NOT TO SCALE L11 or 12 COASTAL CONTROL CONSTRUCTION I LINE TWO STORY FRAM IRESIDENCE ON9 5TOR,r' FRAME l rb33 I I EUTHENICS GARAGE DoT II ST'U (O I I I D __ LAND ARCWITECTURE WALL MOUNTED PLANNING Z I STAIR LIGHTS S � � MTNG. 1-IT, I URBAN DESIGN WPP 103 .5 SO4 333 -1483 • - �\ EXST. 6" �� \� � lciel lmoreecomcaSt.net i / / / � 1 I I I I I j j LIVE OA / r / I 1 I I ► I I FLORIDA REG. NO. 1160 U I © PE WALL MOUNTED � � � j �\ \ � � I I i I i � t GEORGIA REG. NO. 668 SCONCE L IG HTS / / / \ I I I ► I I &' MTNG. HT. UNDERWATER rfi� / / i � i I XIS1N'CWALL " - TS SCONCE L IGHTS DUN ESIDENCS MTNG. -T. CRA S� T1 ► 1628 TWSTORMFRAE ► -- . let FLOOR � FL oR - GARAGE COURTYARD 2nd Fg6-6R - RESIDENCE POOLC ELEV. 19.85 #1 ro 2 g x 6.9 xa,o ° I I =FE-21.2 -- .- o 0 FFE-21.2 8' i /� \\ )<%.5 SEAL ELEV. 21.0' / t\ \ \� I I o0 GAR E LEVEL SLE . 8.80` I HOODED STAIR, T PATH L ICI-ITS, 15 NT. O I I I m ! 1 I � �i � {� ` I I � ► � I j / I I EROSION COASTAL - CONTROL CONTROL LINE I CONSTRUCTION ONE STORY 1=RAME / LINE I � I RESIDENCE � fu a } �--- : ac U ° LT Lu z w ca Lu ul SEE 5UPPL IED CIT 5�4EET6 F-OR LIC- 4T INCA PRODUCTS SPEC IF IC5 /WL L IGT INGT C- KED MOUNTING OUNTINC� UJILDLIPE QTS', S''1-M LIGHT DESCRIPTION LIGHT BUL5 T'A'PE HE IGHT CERTIF. NUM5ER LOCATION INTELL15RITE 5 G UNDERWATER POOL AND 18" �ELoW � 1 - IN' POOL 2 12 VOLT, 26 WATT, Al"5ER LED 2015-015 SPA L I NT POOL COPING 1 - INS SPA SHEET TITLE THOMAS TURTLE LIGHT WALL8 SCONCE t.,F, t r ° �R.ti ;4 a< 1 i.� j• 120V, PAR 20 LED, AM5ER, 13 W WALL �CONCEGAT � SL9270-`1 F� 1-IT, ° 2007-028 i i's linillod lights - t: ,y LIGHTING HTING 1� BEAC# SIDE LIGHTING - R3A 12V, 1#R fro, LED, 5W AMBER 1G�" 2010-01� PATS' DOWN CAT PS0�f0SR CAT LED 115(o RED LI TS PLAN '7 KICHL 'R DECK DOUIN LIGHT-15063-05 12 VOLT, ro.5 WATT LED ON STEP LLS CAT. ,* 1ro110GRY2-1 15593CLR `1'' COURT L ELTAIRWA DATE ISSUED JULY 15, 2016 REVISIONS DEC. 1, 2016 SCALE ON 24" x 36 NORTH OFFICE COPY SHEET L12 o 2 1 _ ANG POINT ,, , j MAP SHOWING SURVEY OF LOT 11 � • --- i - • . ._ ---y _ .- 10 / t _ 0 g� 135. . 7 0. , LOT ' 1 LOT Vii, NORTH ATLANTIC BEACH - UNIT NO 1 'R-C-B-S CORPORATION AS RECORDED IN PLAT BOOK 15 PAGE 10 OF 'ME CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH- ALL OF THE LAND LYING EAST OF AND EETWEEN j/ THE EASTERLY PROJECTION OF THE NORTH AND SOUTH LINESOF. SAID LOT 6, `TO THE:EROSION,`CONTROL.LINE OF THE I ATLANTIC OCEAN. k 200 Ir , I � 1 1 m ► 1 / DEWEES AVENUE (PER PLAT) / N o 1 CONCRETE CLOSED PER OFFICIAL RECORD v• l + ' BOOK 15646 PAGE 860 p cn 1 1 7.0' 1 ' 1T`/ T 138,1 l 1 . 1 , OT g �! SCALE: 1" _ .20' / ,10 1 .\ 1 ti - I 1 j• + LOT 8 / STEPS / _ .... 110.6 �� \ . / 1 5 ox / - \I / 1 EDGE x°' APPROXIMATE / r M Z 1 1 ' 1 I OF VEGETATION / 4 l o - 128.9 m ^01 \/ 1 BRICK I I 2 / N=2184447.9 ! 1-�---- m o CED 1 x, / E=530836.8 i l 0D WOOD STE S i FOUND �,{x" , / 0 W W K \ 1 IRON PIPE•k CAP p I x�'5 6 I 22. 1 'LB'4603• , , , , , ,x\2' 209.65 (FI ,) p i + + + , s i I Pte' 1 + /1 ; 11 ` \ + ! , _ 0 7 I o s ,1 N w \ 1 � I 1 ► 1 ► \ 1 caw � ,\"< h 1 1 \ � \ 1 I LOT �'' 205.5 xqg , , t +N G� 1 1 i ;, ; 6, x x- 1 24.0 ,0 6. \ ; ; ; \ , , , ;r•� ; � 1 i 4 x�• 1 2• � r 9.0' 5 1 j \\ r\ 1 t 1 1 \ �D� I ; 1 3-7 1 I /ho'• I v �, 111.7 5 , ' ,5 \ 00 \ 1 t ► 1 �, ; ; I ; ; 1 , l 1 x ' 1 . ;ii�'-{ ..`"'R c3 18 5 x J \ 1 1 \ t !! 1 �! �?'3 1 I I , P 1 1 ' _ O o a 83 06 34 E 3'\ `� t- -� xti 1 1 i 1 0+ c7 rn N . a ---7 '� 1 1 ! r 1 ! i i 1 , 5 3.2 k, ; i 1 /aw f STEPS x, 9 1 ,� 1 1 r i i i C) , ` I r +r , ` 1 7 ! D FENCE -_ r --""' `h�„ •�` 1 ( 1 , �" 1 1 t \ 1 6 I c ► 1 \ FOUND 3�8' 1 ; 6.0 77 4 W 1 ' 1 / , I I 1 ! i [p� 1 1 QI 6) 1 L17 1 t 1 1 2p,7, D N" CQ 1 1 i I 1 / rn t----- \ + III / 1 7 1 .- 1 1 / RE-8AR.NO CM 8 5y g.93 / 7.4 2068p%�PAD d 07g I 1� i 1 1 !. i // 1, �O + 1X69 1 ;�I II j j N ` `�� 1 I 1 \tj i f i 1 1 � 1 ; x 2.2 2 1 { 1 t r W Ln + r 1 I I I <C.� , 0 J ► 1 1 1 0 /moo t Q .. 6•� 17r I /1 1 1 ! I ! + \ 1 =�'I' I11' i g� 1.1 1� 1'' rt I ; 1 1 �4 W Q 6 °' IC� L ^ 23.1' 1, 11 / ► ( ! 1 1 x98 W x85 x6b \\ I I I 1 1 G�P i i I x°•J t x, . aQ = g 24.4 iG.- �2°• m % 15 1r' 1 : ' ! -] 1 tai � � � 1 1 �4 1 1 t 1 1 1 / o \ 1 K '�� 1 6.2 i 1 x 1 x9 -*. 1 i I ! J 1 I 1 ` �1. ` ° 11 x,.8 0'I sa O N �� t� 1z 1 J \ i \\ I I �� MEAN'HIGH WATER LINE / Q N ^%o N Uf 7a cA 0, N c 5 s s m W000 '� S 1 1 0 \ I I x� + r ! �3 1 1 1 1 1 ' m y m �- �1C,s. 6� los 6�l I I ► t;'� oo \ 11 1 1 ! 1 1 I 1 a.e 1 k5. ELEVATION, 2.2) / °-v w+'� N cn \ f 2°' �' n �, DECK 1 ► r ► r� d'd I \\ 1 1 1 f 1 / i I �i6 r 'x ( ,CC •�.;- N 1 N cn d ' ` r� m �1 I ► ' } i 3t �� \\ \ r 1 i r ,2 • x,. / o ` fes. y s 20.62 y 1 i r N \ \, 1 x� S I i r k,3 ! x, UNE / ¢n \ 1 v m��nM WOO °a 2°s+ o o i S S i I / x6.3, r� SEASONAL HIGH WATER 34 ±... ;ice:: 10. 1 -C 1*f C 2 7 BRICK .9 m�, I N \ �1 I O \/ATION 9.85' / d W �As g 31 ,P c"'!' -n Gs Zr°I DE t D PAYERS :$1� r ! r- �- \ ... ,o>: L� w a �o o F co an r r \ 9 r-I ro o (ELE in r r- r /. �'jr` �1 Q x t� !'r$I ry Y' 00 ► N 20.0 p.9 129 1 1 r j FOUND 7/Y xs.2 6 1 C) o N X w V7 6• a , x 2 6. I m m rn x 0• �, •, ' IRON PIPE do CAP �'� ::...<..-....... a N z -�' A -1 20.6 az _ .Z cn o� �'1 'LB so7s� r' o rZ, D.N.R. MONUMENT N :a_;::::-:._... 1F+ t " t- \ , s2 - �- .... „� (� .CONCRETE rn ` \ 98.0 "'28' ° 2. _.20 x 10 _ -► DRIVE $a ' i N=2183562.4 V e��a _ z - 1-..�--� O 21`5.79 1 1 o D _ .. :. :.. o '� i � ' I 20. :N sl E=374065.2 a 6 0� i3.7 CONCRETES kgs 2p 2 N83?�,f1 216.1'p(FI-LD) 0 71.0' 1 �Z v'�� I rq m ......... ...... .................... Qo of r" a 6 ► . - - ti 7. :� fOur,D t/Y , _._ 119.3' 1 a I z IRON LB 492E & CAP -- 1 m `r- h� Z I 1 � Im I P W t �' s.o N=2184398.3 + �� LOT 5 E=530834.2 m'o N -�m x m >0 - .� p Ir -- - �` 149 2 _ os ate, 1 1 ! I APPROVED PLAN AS PERMITTED ,m _ - rn BRI K ( BY THE DIVISION OF WATER RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTNtTiE3 1 0 1 1 I MUST COti1PLY WITH ALL CONDITIONS OF THE PERMIT. L 1 1 CONSTRUCTION AND ACTIVITIES ARE STRICTLY LINKED TO THOSE SIM IN THE PROJECT S AND LI, 1)THIS. IS A. BOUNDARY AND TOPOGRAPHIC SURVEY. ` X4.0' ao 9, 1 BOTH SHOWN 01 THE APPROVED PLA D PURSUANT TO CH. 61.F.S. , 2)NO BUILDING RESTRICTION LINE PER PLAT: 1 1 I DESCRIPTION. THIS PERMIT IS IS S.BASED RIC 1 .LINE FROM D.N.R. MONUMENT No. 72-81-A18 r 1 m gNDOt}IERPERMITS't+�fAY� QUIRED. 3)BEARING 1fill-) I TO D.N.R..,MONUMENT No..72-81-A19 AS PER -THE COASTAL h i OR -DUVAL COUNTY, FLORIDA, AS CONSTRUCTION CONTROL UNE F 1 LOT 4 y� 1 f RECORDED IN MAP BOOK "C", PAGES°72 - 72H OF THE CURRENT J {�y Date PUBLIC RECORDS OF SAID COUNTY. ` _- 122.0' 43.1 1 1}{ STONE CMUMN I a rp ,}1 Iw••+ d t u 'r I Intl�t: i, :z r c III!,iti t► t[I L P ._ f CALCULATED FROM STATE PLANE 1 M AI 4)THE EROSION`CONTROL LINE WAS I I i i' 1'•,1 I rl lb' CONTROL LINE AND THE k COORDINATES FOR THE COASTAL CONSTRUCTION EROSION CONTROL LINE. J S BENCHMARK USED: A-17 BRASS DISK.1.0' BELOW GROUND LEVEL 15' 1`O `+ lark it . r 5 SOUTH OF EDGE-OF PAVEMENT 18TH STREET, 2.7 WEST OF EDGE OF PAVEMENT "OF SEMINOLE ROAD. (ELEVATION = 10.89 N.G.V.D. 29) I x 9..79 N.A.V'.D. 88 PER NATIONAL GEODETIC . ...._.----- 108. CONVERTED ELEVATIONS TO ( ) SURVEY VERTCON SOFTWARE. Fo�UND 1/2� _----~ -- 1--- + 1 2.8' _- 159.9 COVERED P40L WOOD LOT 3 �1 SITE BENCHMARK: (AS-SHOWN ON SURVEY). PIPE Le - � •• 8)UNDERGOUND .UTILITIES NOT LOCATED BY THIS SURVEY. TONE-- DECK 7)MEAN HIGH WATER LINE (MHW) BASED ON EXTENDED DATUM FOR TIDE ._- . x I "-��.n-- ' � COVERED '- PORCH 1 JACKSONVILLE BEACH. MHW=2.2 N.A.V.D.(1988) WITH t LOT B 133.3 CONCRETE STATION 872-0291. I I CONCRETE STORY A TIDE RANGE.OF 5.1 FEET TWO 8)SEASONAL HIGH WATER LINE CALCULATED ACCORDING TO CHAPTER RESIDENCE: 1 168-33.002(45). FLORIDA ADMtNISTRAT►VE CODE, MHW(2.2)+(1.5 X TIDE 1 a'sss.e Nfl• 1611ANON r 27.15 ANG t �, SEP,2 2 2016 RANGE(5.1) = 9.85' , °= '� SNISHEA F'OOR CE x - 9)ER6SION. CONTROL UNE IS THE EASTERLY BOUNDARY OF.SURVEYED I __ _ _ _COVERER STEPS ALUMINUM �1- -*--- - ' PROPERTY, AND WAS CALCULATED:FROM COORDINATES OF SAID"DNR - 7�_ 133.7 ``.---- - DIVISION OF WATER MONUMENTS. AS PER THE EROSION CONTROL LINE FOR DUVAL COUNTY; _ 109 giOLIE _ - _ `=^t►�'CF MAI�IAGP"� FLORIDA, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF SAID PUBLIC RECORDS. , - 1 IO)COORDINATES BASED"ON STATE PLANE COORDINATE SYSTEM, EAST . { ZONE, NAD27 PER THE:RECORDED'COASTAL CONSTRUCTION CONTROL ' "' 135.1' 70-V ` m UNE AND CONVERTED TO NAD 1983 DATUM USING CORPSCON 6.0.1. ___- N OWN AS PER OFFICIAL RECORDS. BOOK ' N THIS SURVEY WAS MADE FOR THE BENEFIT OF KURT 11)THE GENERALPERMIT PERMIT LINE SH Too _ 1 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL STORY MASONRY , PFOTENHAUER AND NANCY PFOTENHAUER. 12975, PAGE °f -TORY 1605 COUNTY, FLORIDA. 1s. 12)THE OWNER OF RECORD PER THE DUVAL COUNTY'PROPERTY o�C D 1 Le and 0' IRON , 1 APPRAISERS OFFICE IS KURT PFOTENHAUER. N83.21-05 E 38.5 200 1 BBIGKP a " 38.52 FIELD 1 ( _ -- - y N83'19 28 E _.. 151.2' -" ' • . N ` THE PROPERTY SHOWN :HEREON APPEARS` TO ,LIE IN o i BR:CK PAVERS ,. �� FLOOD ZONE "VE" EL LOT- FLOOD � N � FLOOD 'ZONE AO (DEPTH 2 ), FL ( 14), FLOOD ZONE "VE" (EL 16) AND FLOOD ZONE ..X., a i 1 �. OFFICE (AREA OUTSIDE OF THE 0.2% ANNUAL 'CHANCE 1i9.1' ,71•s 1 FLOODPLAIN AS WELL AS 'CAN . BE DETERMINED FROM I I THE FLOOD INSURANCE- RATE MAP NUMBER" 12031 CO409H, REVISED" JUNE 39 2013 FOR DUVAL 101 i COUNTY. FLORIDA. LOT nA,. LOT 1 DQNN B ATWRIGHT, P.S.M. " 1 1 FLA.o T N0. 1s A LIC. SURVEYOR R MONUMENT R AN SIGNATURE AND D.N.R. sl D MAPPER No. LS 3295 1 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 NOT VALID WITHOUT THE y THE ORIGINAL RAISED SEAL OF'A FLORIDA. ANGLE POINT I /f�0�`.y'ti N=2f 83631.5 LICENSED SURVEYOR AND MAPPER." OPPOSITE R-47JIif5� �, E=374888.1 t --- SAHBOATWRIGHT LAND SU VEYORS Inc. 1500 ROBERTS DRIVE JACKS+DNVILLE DEACH FLORIDA oA-,�: FEBUARY 19, 2016 SHEET 1 OF 1 (904)241-8550 CHECKED BY: FILE. 201s-o152 DRAWN BY. r ,- 1 - GENERAL NOTES A N D SPECIFICATIONS r TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND DESIGN CRITERIA REINFORCED CONCRETE PAVER AND POOL BACKFILL NOTES BELIEF, FLORIDA BUILDING CODE 2014 - RESDENTIAL ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, }GRADE �0. ALL ' !WELDED :.WIRE! I. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION. THE PLUMBING SHALL BE SECURED AND FABRIC SHALL CONFORM TO ASTM A185. i THESE POOL DESIGN PLANS AND SPECIFICATIONS ARE I PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. BACKFILL. SHALL BE CLEAN SAND, FREE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN LIVE LOADS: ALL HOOKS IN REINFORCING BARS' SHALL B ACI STANDARD HOOKS. OF ROCKS AND DEBRIS PRODUCED DURING EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL, SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. POOL DECK 40 PSF 4iMUCK OR MARL. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED,- SUPPORTED THESE DESIGN PLANS AND SPECIFICATIONS ARE IN Lou Pontigo and ALLOWABLE UNIT STRESSES AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND COMPACTED TO 90% OF THE MATERIAL'S COMPLIANCE WITH THE STANDARDS AND GUIDELINES Associates, Inc. CONCRETE: (PER ACI 318) AND REQUIREMENTS OUTLINED IN THE LATE 'T EDITION OF THE 'MANUAL OF STANDARD MAXIMUM DENSITY. ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES , ACI 315. BAR SUPPORTS 420 Osceola Avenue SHALL BE PLASTIC DIPPED AFTER FABRICATION. / APPENDIX L TO THE FEMA 55 COASTAL CONSTUCTION CONCRETE: II. WATER WANDING OR "JUKING"DOES NOT CONSTITUTE PROPER BACKFILLING COMPACTING AND SHALL MANUAL. )ax. [leach, Florida 32250 SLAB ON GRADE f'c .= 3000 PSI NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS. Ph.242-0908 Fax.241-9557 STRUCTURAL POOL SHELL f'c = 4000 PSI ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION FL:CA# 8344 SC:CA#3579 THE POOL- HAS BEEN DESIGNED NOT TO INCREASE THE IIITHE CONTRACTOR IS RESPONS STRUCTURAL GRADE BEAMS f'c = 4000 PSI OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN '40 BAR. DIAMETERS, U.O.N. ALL . BLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE OWNER AND RISK OF DAMAGE OF ADJACENT DWELLINGS DURING A CONTACT US WITH YOUR COMMENTS I STRUCTURAL PILE CAPS Vc = 4000 PSI WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESHPANELS AND TIED .SECURELY. LANDSCAPE ARCHITECT / ENGINEER AS PART OF THEIR BID PRIOR TO IMPLEMENTATION, INCLUDING AT A COASTAL STORM EVENT AS REQUIRED BY FAC COMMENTS @ LP-A.COM WHERE REQUIRED, DOWELS SHALL MATH, SIZE �NDNU�MSER ,,.QF ,MAINREINFORCING, U.O.N. AUGERCAST CONCRETE ANCHOR PILE f c = 5000 PSI R , �. MINIMUM: 628-33.007(5)(m)(n) AND FEMA 55, CHAPTER 12.9.4. (1) AUGER BORING 3'MINIMUM BELOW THE DEEPEST PORTION OF THE POOL. REINFORCEMENT: ASTM A615 - GRADE 60 1. I ;; THE SWIMMING POOL HAS BEEN DESIGNED AS AN ° •••"""'••NT��'''> It 11 I I i'.'. r } '+ EXPENDABLE STRUCTURE ,•° �;.•• �„�CE/� '•.•�C' a, SOIL BEARING PRESSURE: 2500 PSF SUPPLEMENTARY NOTES i �� ' ••O (2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL CONDITIONS FOR AUGERCAST CONCRETE ANCHOR PILES VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS. IMPLEMENTATION' OF A SWIMMING POOL. : IVo•5331 I ° s 1 MINIMUM 14" DIAMETER ELECTRICAL, AND POOL DRAWINGS. IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED STRUCTURAL FILL, IF OTHER '° S q '-• ;� 2 MINIMUM 18'-0" LENGTH ; .:'�t , rl,;,", CONDITIONS ARE ENCOUNTERED SUCH AS MUCK, NON-ANGULAR SAND, ORGANICS, MARL, ETC..?HE - ••.� OP •' N _ THE STRUCTURAL ENGINEER SHALL! NOIT HA ` :Cb ITRQI ;; R�; E" RESP0 S1KE,"iFOR't''I i '--.'� +� •'` 4' `" 3� REINFORCE w/ 6 #5 w/ #3 TIES AT 12 o.c ,. _ , CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER OR ENGINEER. „,.Iq�;.•• CONSTRUCTION MEANS METHODS, TECHNIQU _S;;. PROCEDURES;J,SEQUENCES, ACTS•"AND OR �� 4) CONCRETE f'c = 4000 PSI OMISSIONS OF THE CONTRACTOR, OR ANY.OTHER P:ER50NS PERFORMING 'WORK, '.NOR FOR t FOUNDATION LEGEND 5) PILE CAPACITY SHALL BE 20 TONS. THE FAILURE OF ANY OF THEM TO ,CARRY' UT WORK IN" ACCORDANCE` WITH THESE. DEP RELATED DESIGN r�1� „ REINFORCED CONCRETE CONTRACT DOCUMENTS. f CRITERIA -, 14 DIAMETER CONCRETE ANCHOR PILE. REvlsloNs DATE CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF PROVIDE ALL TEMPORARY BRACING„ SHOR'IN 'GUYING, OR OCHER MEANS TO AVOID, ! - -- - INDICATES GRADE BEAM, SEE DETAIL 1 & 2/PS-2 FOR -- - - ACI 1AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE, ,REVIEW EXCESSIVE STRESSES AND TO HOLD STRUCT RAL ELEMENTS ;!N "PLACE;.DURING f ..DEP MONUMENT NUMBER = R-46 DUVAL COUNTY REINFORCEMENT / AND APPROVAL OF THE STRUCTURAL ENGINEER. CONSTRUCTION. � 100 YR. STORM ELEVATION = +16.3 NAVD (FROM UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, ; MONUMENT) t INDICATES DETAIL NUMBER FOLLOWS: THE ENGINEER SHALL BE NOTIFIED. _ 100 YR. STORM DESIGN GRADE ELEVATION = +4.4 Ps_t INDICATES BUILDING AND SHEET NUMBER l NAVD (FROM MONUMENT) T.O.S. TOP OF SLAB ELEVATION SLABS ON GRADE CENTERED TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, BOTTOM OF PILING = -5.0 NAVD NOTES: STRUCTURAL POOL SHELL 2" T , _ BOT OM OF LOWEST HORIZONTAL POOL BEAM STRUCTURAL SPA SHELL 2" THESE DESIGN PLANS AND SPECIFICATIONS ARE IN, COMPLIANCE WITH THE STANDARDS +12.8 NAVD 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL. FIELD ALTERATION GRADE BEAMS AND PILES 3" ESTABLISHED IN SECTION 62B-33.007, FLOR DA ADMINISTRATIVE CODE: 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND TO A DENSITY COMPACTED OF CONTRACTOR SHALL CONTACT LOU 95% OF OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE IN 12" AGO 5 ASSOCIATES PRIOR TO CONCRETE MAXIMUM WATER CEMENT RATIO: LAYERS. MAKING ANY STRUCTURAL REID , THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT MODIFICATIONS WHICH MAY VARY STRUCTURAL POOL SHELL SLABS AND WALLS 0.42 I 3) THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE FROM THE INTENT OF THE ORIGINAL DWELLINGS DURING A COASTAL STORM EVEN T AS REQUIRED BY FAC 62B-33.007(5)(m)(n). ! AROUND THE POOL AREA CONSTRUCTION DOCUMENTS,ANY CONCRETE PILE CAPS AND GRADE BEAMS 0.42 (TO MEET OR EXCEED LOCAL CODES). FIELD ALTERNATIONS MADE PRIOR TO 1 BEING APPROVED BY LOU PONTIGO B AUGERCAST ANCHOR PILE 0.46 4) REFER TO POOL MANUFACTURERS PLANS FOR DETAILS OF THE POOL, PUMBING/PIPING, ASSOCIATES MAY RESULT IN AND ELECTRICAL REQUIREMENTS. ADDfnONAL ENGINEERING OR INSPECTION FEES. REINFORCMENT: ASTM A615 - GRADE 60 WELDED WIRE FABRIC ASTM A185 SOIL BEARING PRESSURE: 2000 PSF 36'-10„ 3'-0" 33'--10" ------ ----- --- O 9" 10'-538" 10'-538„ 10'-53 " 1'-3" , 8 � a 'e4.- : Uj 1 3 3 1 11 1 W t 1 POOL w < °lit Ji 1° L . .... ,.. ,..:. d s tt •: f L / t 4 : r _ _ — aH I I_ • 1 ' L,Lr �i s � LLJ > � 1 W :•e.: ( I F APPROVED — _,_._ . SEE 10/PS-2 :.... . i ,:. I p CAN AS PERMITt'ED I _� BYTHE OMS10N OF;tNATER RESOURCE MANAGEMENT 1--------._ s ° �� I ; 1 1 .. .. y.. , STEPS OTEC ! t 1 _..,.. . I I I I I ( ;TMENT OF EWRONMENTAL PR a " ;: FLORIDAlFt.ORIDA DEP _ a F OVED CON$TRLIC'i1dN AND ANYATHER AUtI•;tOR1ZED ACTIVITIES 1 ° ° Musr coMPt.Y wm�l A�.1.conlamoN v>:THE pMR. 4 t IES ARE STRIG7I.Y.LIMITEO TQTHOSE,.:! 1 .' l °. d °' d° n G ° i 4 I 1 ...'. > » CONSTIUCTK)N AND AC i IVtT 3 3 r -: N ( I I I` i lNTHEtPROJECT R o }. POOL t sHawNONTmE0FabVEQ C? Uj P1AIV$)Nib UMD X81.F.f3.' 1 REgp>7pN''i'17!1EFIMR,IS 1SUffD P(lRSUANT.TO CH.. w l `•` ` SPA •4.' ( I I I I I t 3 6. rF.rWYN.Y1 �1 .—��^�- 1 1. , , • 1 44, t r ' ' --------------------------- BOT. BEAM I t EL. VARIES 1 ' _:: 8 THICK CONCRETE t I 1 ( ( I ` „ ( I DRAT SEE I �Ilil�; E�� ;RwM4l� � tea l r,,•, ,+ '� ;, , i .'; � 1 1 •.' ', SLAB w/#5 @ 8 O.c 11 PS-2 : „I; r 1 I,,.Iq.;, ;:� {y L:a. ► - 114 !� , x r : I ! ._;• . . .i.. Ali, •. aI�"!. •a. .:;• -.. ..:;: ( I EACH WAY BOTTOM ,�. , I , �� W a fee— .1 t ►�,, "a STEPS t � �(.,k;. ;b is �H, L ,, ;. � ,Fi: I I ♦ •/ � ,� 'lily'. y3 `q 1 ►' t ,��'I-•1� � +--- ---- I I 1 _ - __. - I t r !1- 00 7POOL EDGE, SEE I j M •. - - . . •., .. �,. .,. DETAIL 1 PS 2 SIM. I tl'3' 4• 2 POOL SECTION PS-1 PS-1 POOL / SPA SHELL PLAN W SCALE: 1/4" = 1'-0" SEE 6/P$=2 T POOL WALL ------------------------ L EL, +20.75' NAVD ♦ r 8x8 SPA I i INFINITY T POOL WALL SEE DETAIL 4/FS-2 (BEYOND) EDGE ��_ ( SEE DETAIL 5 �___ __________^, I t EL, +21.25' NAVD /PS-2 � ♦ I 1 --- -- -_ t �..- ---- - ---►♦ T/POOL WALL EL. UNE �'-- EL.. +20.75' NAVD POOL SHELL a{ 1 POOL 1 WATER I DESIGN j I I POOL STEPS a 1 LINE t 1 1 ..` ..4. :.• 1 I i 2"x3" CONC. 1 16'` ; i •.. . • I SPA SPA TES, PLAN 1 8" POOL BUMPOUTS i : , ° E3ENC1 x 1 ! ' ,�•' } ••f' 4 = •`4°-•••• .•:.i• .' ° I SHELL POOL _ I :_•' I I .'. I `� I : r 1 AND . 4 I 4 I 1 . 4 I y . ' SECTIONS p , ` 'b �:p, :,. •.1 --- 1 1 W C i POO a° I i 1 ;9. TROUGH I t t ' �,.-� •' •• DO NOT SCALE DIMENSIONS FROM 4 , t • .• � .. .4 .. .I., .. BOT. BEAM THESE DRAWINGS.IF A DIMENSION IS (: • 1 ° 1 ,• . 1 UNCLEAR REFER TO THE — 1 4• ° 4 „�� E L. +17.59' NAVD AacFITEcoNr`TnLT T°DRAWINGS OR TYP. STAIR, SEE t p I - •: <. j 1 - I 1"' t 1 BOT. BEAM DETAIL 3 PS-2 SIM. 1 1 =-:... :4 f.--------------..� 1 ;.44 I I 4 a q . 1 1 PLAN NAME EL. +16.33' NAVD t `'~--`._ e • ' I rPFOTENHAUER RESIDENCE POOL ♦ — — a:', . ' :' 4. ♦ I DESIGN/DRAWN/CHECKED 1 BOT. BEAM - --^ 4. .. a ° a . , 9- ,.. a •'4 •Oa a °° •.a <• ° d•♦`. 4. •!: A.• w a �' '.,• °,.� 4 1 1 _. 1 CS KJL LAP ,GRADE BEAM, SEE 1 ¢ 1 ! 1 BOT. BEAM EL. +14.42 NAVD i t t 1 DATE DETAIL 2/PS-2 SIM. 1 I .. I I •. . . '4 I 1 1 :`� -� _' 1 ` I LOWEST POOL BEAM I LOWEST POOL BEAM 1 I EL. +14.83' NAVD `� V E CONTROL NO. -- - - - � EL. +12.83' NAVD EL. +12.83' NAVD i 1 SER 222016 TRUSS ID r GRADE BEAM, SEE ) — r DIVISION OF WATER D. T DETAIL 2/PS-2 SIM `.____ ___ : tOURCE NIANAGEtifir LPA NO. 1 LONGITUDINAL POOL SECTION "�' 3 SPA SECTION - c�For-,s-0000s p$_1 NOTE: SHEET SEE DETAILS FOR REINFORCING PS-1 NOT SHOWN HERE FOR CLARITY OFFICE COP'S PS-1