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1629 BEACH AVE - LANDSCAPE PLANS002 PROTECTED TREES PALMS REMOVED EXISTING DEVELOPMENT IMPERVIOUS 5UI;PJ=ACE POST DEVELOPMENT IMPERVIOUS SURFACE (3)41 DRA<E ELMS 12' a 3:1 3'WT.POLYPROPRYLENE — CONTINUOUS FABRIC ENCE LOT SIZE - 13,41ro SF loc% LOT SIZE - 13,41(p SF 100% (3)10' CA55AGE PALMS 30' fl) 3:1 ZONING CLASSIFICATION RS-2 HOUSE FOOTPRINT - IAa2 5F HOUSE FOOTPRINT - 1,452 5F (1) 6' LIVE OAK ID 1:1 LOT WIDTH - 50' 2 x 2 WOOD APARTMENT FOOTPRINT - S34 SF APARTMENT FOOTPRINT - 534 SF NON-PROTECTED TREES PALMS REMOVED STAKE,4'O.C. BRICK,PATIO - 345 6F STONE PATIO - 'B04 5F WALKWAYS - (1) ro' CHERRY LAUREL BURY FA5RI 1. 361 5F WALKWAYS - 36-T 5F (2)10' WASHINGTONIA PALMS 3"DEEP STEPS 282 5F POOL DEC:< 1�2B4 SF EACKIFILL DRIVEWAY - 345 5F POLL EQUIPMENT PAD 4c�5F PROTECTED TREES PALMS INCHES REMOVED 22" A/C PADS - STEPS - 262 5F 42'' REMOVED 6 3:1 14" OR VE STAKE 82 5F rb"1NT0 GRND_ EUTHENIC5 DRIVEWAY - 345 5F a'' REMOVED 19 1:1 5'' --il liw­ -_L TOTAL IMPERVIOUS 3,541 5F 25.2% AIG PADS - 02 SF NEW TREES /PALMS INCHES PROVIDED - 144" eTUDIC TOTAL PERVIOUS 'B'535 SF 10.5% 03)PALM TREES 6 144'' Ed I IEEI I—I TOTAL IMPERVIOUS 5,-Tgl SF 4219'. LAND ARCHITECTURE COMMLN17Y PLA�NIWG TOTAL PERVIOUS 1,115 _C�F 5,13% SILT FENCE DETAIL UPJ54N DEVON FLOOI�� I GENERAL W4 3B3 1483 ZONE X, AO' PERMIT kallmcm*��a.t­t SILT FENCE LINE L INE AO VE LOCATION FLORIDA REG. No.11 0 GEOR31A RlEa NO.668 EROSION CONTROL LINE COASTAL CONTROL CONSTRUCTION EXISTING L INE TWO STORY FRAME RE51DENCE D 1633 SEAL LOT -1 DECK PAVER PATIO ONq STORY FRAME GARAGE REMOVE: PERIMETER PERIMETER ONCRETE STEPS SILT FENCE PERIMETER SILT FENCE 57 BRICK WALL5 SILT FENCE WPP 3\ 1.5 ul -3M\B- )(15 av r. XISTI T z I C TE lu.�f DRIVEWAY 15 SP WIR 717 EXISTING UP I CENCE z z _ES' I lot ILIOR EXISTING w -1 2�d F --GARAGE > LL OOR RESIDENCE WOOD TWO STORY FRAME REMOVE w < DECK BRICK <a/6.2 6 rFE-21.2ro' RE51DENCE WOOD I I W 0 PATIO 1631 DECK x r, I x 9.7 xg-8 Ix I z k DUMPSTER 3 FFE-21,26' >,8.5 -T q W x LOT ro LOCATION 14 UP Im w M LU LLI 6) ......................�A/ i \1 PERIMETER Nr-E SILT FENCE 777 =xA5 Z i INS. NIE A /CHEMICAL LUIR 1 > 00 C-4 TOILET UP LO, CN OCATIoN L a SP S CO 7 X 8.04 R S., CL — LLI /C(�T,ED F9 F9 118.1 T_ .00 & LL :���20,, x I Al L WOODEN DECK s NCE E x \�P - REMOVE! ERIMETER ILT FE P RIMETER I SILT FENCE r- r- PERIMETER- BRICK SEAT WALLS x 6.7 "63 0 0 SILT FENCE BRICK RATIO 0 0 TAGGED TREES 0 0 TAGGED PALMS N N WOODEN STEPS 0 0 BLOCK WALLS EXISTING zjz CONCRETE WALKS ONE STORY FRAME m m IN THIS AREA RESIDENCE zi - IrOIC3 > < LOT 5 0 m COASTAL M SHEET TITLE CONTROL M r- -01 M CONSTRUCTION -, < LINE > 0 ER05ION '4 0 SITE 0 CONTROL z CLEARING 0 PAVER N I PATIO LINE PLAN T_ x AO VE DATE ISSUED APRIL 5,201C. GENERAL PERMIT LINE rA-� SITE DEr-10LITION FLAN 16-31 BEACH AVENUE r- OFFICE Copy X I AO 1'";4 10' 24"x 36.. SHEET L 2.2 OF 12 EXISTING DEVELOPMENT IMPERVIOUS SURFACE POST DEVELOPMENT IMPERVIOUS SURFACE 3' WT. FOLYFROPRYLENE I LOT 51ZE - 13,416 5F 1001%, TREES PALMS REMOVED CONTINUOUS FABRIc FENCW\ LOT 51ZE - 13,4"lro 5F 10090 (2) 3" DRAKE ELM& - ro" HOUSE FOOTPRINT - 1,4cJ2 SF HOU6, E FOOTPRINT - 1,4cB2 SF (2) 10' WASHINGTONIA PALMS 12' CT 2 x 2 WOOD APARTMENT FOOTPRINT 1334 SF APARTMENT FOOTPRINT IB34 SF (3) 12' CA55AGE PALMS - Irol CTH STAKE, 4- O.C. 5RICK PATIO 34B 5F STONE PATIO (B04 5F WALKWAYS 3al 6F WALKWAYS - 351 SF eURY FAIBRIC: 21, DEEP STEPS 2 62 SF POOL DECK - 1;2134 SF STAKE POLL EQUIPMENT PAD 413 SF ZONING CLASSIFICATION RS 2 DRIVEWAY 345 SF �5TEP5 282 SF DRIVE STAKE A/C PADS 82 SF DRIVEWAY 345, 8F LOT WIDTP 501 (o" INTO GRNr->. EUTHENIC6 TOTAL IMPERVIOUS 3,cJ41 SF 213.2 9o' AIC PADS 82 SF STUD 10 TOTAL PERVIOU5 C3'E735 5F 10.51% LAND ARCHITECTURE TOTAL IMPERVIOUS 5, 01 5F 42.151-o -115 SF I COMMUNITY PLANNING TOTAL PERVIOU5 I IE:T SILT FENGE DETAIL = URISIAN DESIGN FLOOD ZONE GENERAL '2104 333 1453 SILT PENCE LINE 1XI 1,401 r-og-- PERMIT AO VE kellmoreecomcastnet LOCATION LINE FLORIDA REG. NO. 1160 GEOR31A\-REG. NO. 6roo EROSION CONTROL LINE COASTAL CONTROL CONSTRUCTION EXISTING TWO STORY FRAME LINE RESIDENCE RgOFED SEAL W OD LOTI D-ECK I PAVER PATIO ON� STOR'r FRAME FERIMETEF, GARAGE SILT FENCE--. ro" L I VE OAK REMOVE: REMOVE 10ERIMETER -jv TO REMAIN CONCRIE-TE STEPS WOOD DECK SILT PENCE 8.06 5RICK WALLS -REMOVE FALMI 171.5 v v v - wF 7 A/C PAD LUASHING-(1WIA' FAL To REM M 17 AIN It If w EXISTING /oo 13 RESIDENCE A /I I It Z EXISTING It L------ LL, w let FL :10�- GARAG-;F- E > u- 2nd r-L OOR - RESIDEN E TWO 5TORY FRAME W 11 01 /I ,�6 `2 >< ro &I � RESIDENCE 1�1" It 0 3: 41 01 FFE-21.2 1631 .6 9 7 B \ ' I w— z 1: (.) x 9. c)) o FFE-21.26 z o It I B.5 LLI -q 0 WA5HINGTONIA LOT 6 :L q LU DUMPSTER , If C( LOCATION PALM TO �3 z w ca REMAIN ca lu 00 CHEMICAL (o c\j It IN z TOILET r-�- \D q Z/ Z LOCATION y CON0RETE co .3\ 4 v LA N1 4 11-y < ><B.o --1.1 9 X 6. 7— CIO ELL REMOVE PAL?" 5 REMOVE PALM If REMOVE **�PERIMETER B.00 REMOVE. CA!= 4 L-'VER W WOODEN F1 CK REMOVE G,45 TANK SILT PENCE r - r WOODEN STEPS 5RICK SEA WALLS 6.7 010 PERIMETER FILL SPACE TO 5RICK PATI ::) >< ro.7 00 SILT FENCE COURT-rARD GRADE TAGGED TR-E5 0 0 CONSTRUCT RAMP TAGGED PALMS W/ EROSION CONTROL N N WOODEN STEPS 0 ' 0 IBLOCK WAL 5 EXISTING APPROVED PLAN AS PERMITTED --7, 1 7' BY THE DIVISION OF WATER RE-SOURCE MANAGEMENT ONE STORY FRAME M M CONCRETE WALKS FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IN TH15AREA RESIDENCE APPROVED CONSTRUCTION AND ANY OTHER-AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. I(ols CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE LOT F? 130TH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT M DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TOCH.161,F.S. AND OTHER PERMITS MAY BE REQUIRED. SWEET M COASTAL lql�' r M CONTROL M noviewedby Date Permit# < > CON5TRUCTION EROSION r t LINE r\jj 0 0 01 T 1, CONTROL z ]DEMOLITION 0.0 00 PAVER 1=LAN NIN PATIO LINE 010 zz X> jq AO V I- DATE ISSUEr-> APRIL 5, 2016 Fm GENERAL ' PERMIT REVISIONS DEC. 1, 2016 LINE 16.31 IBEAC�4 AVENUE 51TE E:) Et'w*'*10L1T10N f=LAN SCALE X AO ON 24" x 36" OFFICE COPY NORTH SHEET —.,moo L 2 oF 12 ro" WIDE GREEN MEXICAN 5EACH PEB5LE ACCENT 5AN0, CONT. 2" FULL 5ULLNOSE 24" CAST STONE POOL COPING ON MUD is,Eo 2" FULL 5ULLNOSE CAST STONE EA. SIDE POOL COPING, SOURCE FROM TA515YSTONE (4) c3l POOL STEP RISERS GLASS POOL TILE-&' 5ANP 4' GLASS TILE FACE TRAVERTINE STONE POOL 5LUE PEARL FE55LE. TECH FINISH GLASS POOL TILE 21.5' DECK ON THIN SET IBED EIJT�4ENICS 16' DEEP FACE + 4- LED POOL LIGHT &' STEEL DOWEL, 12' 0 POOLSIDE 5TUID 10 14 4 LAND ARCHITECTURE ...<1*..., 4 : 1.<. COMMUNITY PLANNM 6 PA URBAN DESIGN BLUE PEARL PEI55LE TECH POOL PLASTER LU/ ABALONE c304 333 1483 SWELL 16' SPA eENCH ro x 12 'NOCHE' TRAVERTINE 4' CONCRETE SU15-SLAS ADD FIBER SOLDIER EDGE BAND ;4 O\/ER COMPACTED SU15GRADE —I I F X FLORIDA REG. No. 1160 4 4 P 0 0 L J!, 4 NEW SHOTCRETE SPA SHELL 4 49 4i A Iro" x 16" 'ROMA' TRAVERTINE SQUARE 1, 4 POOL DECK ON MUD 5Ec> SET 45 4 lit Sa% COMPACTED SUBGRADE FLAN FOOL FOOL DEC< FAVINGI DETAIL SEAL + 4's 2' FULL 5ULLNOSE 121 CAST STONE STONE STEP TREAD ON MORTAR BED 1211 1211 TRAVERTINE STONE SECTION FOOL SFA FOOL DEC< ON MORTAR BED Lu mr. 7 BEACH PEBIBLE RISER, EA. STEP c. It ro" STEEL DOWEL 04-0 BAR, IS" Oz, cl 6' x 12" CONCRETE RESTRA IN'ING 5AND W/ 04-0 5AR, CONTINUOUS 6" STEEL DOWEL MIN. ro" CONCRETE STEP SUIS-SLA5 3 CM 'ROMA' TRAVERTINE DECK 040 BAR, 15" O.C. ADD FIBER, ALLOW FOR MUD SET TILE 3' GRANULATED PAVER 15 ASE :3 - 5ECTION 'a) DEC< 5TEF6 Z z t. 41 TA55Y6TONE CAST CAP NTS > LL lu all 5OND E�EAM CMU 040 5AR�CONT, FILL 4 W/ z 3: E3EAM W1 CONCRETE ro' WIDE GREEN MEXICAN 5EACH 0 PE55LE ACCENT 5AND, CONT. uj z W co COMPACTED SU5GRADE TRAVERTINE STONE 2' FULL 5ULLNOSS 12'CAST STONE W CD FREE OF ORGANICS AND FIELD ON MORTAR 5ED CONSTRUCTION DE5RIS POOL COPING ON MUD BED UJ (p SMOOT P STUCCO C:(::),4T5 (2) Z SECTION 6 6ANDSET FAVER5 SEVEN COURSES all CMU CORE W/ 040 5AR, 2411 O.C., FILL CELL A-c2mv 5REAK WALL EVERY 5 (4"0. 4 , FOR FRANG151LITY Id 4 A GLASS POOL TILE 13AND 4 7171 ro" STEEL DOWEL, 181 O.C. SMOOTH STUCCO COATS (2) 1-11 1=1 1=1 I 1=1 I 1=1 I 1=1 I 1=1 =I 1=1 1 0 A EACH SIDE 1=1 I I- IfEl I 1=1 =1 I 1::�:l 15 4 �,�.sHoTcRETE POOL 5EAm WALL A. THICKEN TOP 2' TO 12" THICKNESS 41 CONCRETE SU5-SLA5 ADD F15ER -Ill— . - THICKEN ENDS COMPACTED SU5GRADE BLUE PEARL FE55LE ADE 4A- TECH Pool- PLASTER FIG VINE TO GROW ON WALL T"I> 1CAL FOOL 5EAt*1 DEC< 5ECTION IDETAIL SHEET TITLE HARDSCAPE ro' WIDE GREEN MEXICAN 5EACH '0 ENT BAND, CONT. PEB5LE ACCE DETAILS (Oil x 12" 'NOCHE' APPROVEDPLANASPERMrrrED LIGHTER TRAVERTINE F,4vl= TRAVERTINE BoRDEP, 12 X 3ro 3000 PSI CONC, F001 ING--\- - 1 /N' I t 4 BY THE DIVISION OF WATER RESOURCE MANAGEMENT ON THIN-SET MORTAR 5ED W1 TWO 050 IBAR (3) CONTINUOUS i­� 1:*zJ* 1 . I ., . . I FLORIDADEPARTMENT OF ENVIRONMENTAL PROTECTION 4t <41 1... 4 APPROVED CONSTRUCTION AND ANYOTHERAUTHORIZED ACTIVITIES W1 CRO55 050 5AR I(V O.C. < MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. TA 5REAK FOOTING EVERY 5 CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE (4 'I 'd B . . 4, <1 I OTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT A FOR FRANG1511 ITY AL_ *---1_' _�_.L DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH.161.F.S. A.. AND OTHER PER M!T§MAY 13 REQUIRED. 0�y .,.!i I i I 11;� —11 1=1 11:4 1 1=1 I MI I I rri—i 0111 .4" 1 DATE ISSUED APRIL 5, 2016 Reviewed by Date Permit# REVISIONS 1=1 I 1=1 I MI I IEEJ I IE: I I:El I I 1HE1 I I t t I j 1; 4 DEC. 1 2016 COMPACTED SU15GRADE FREE 01= 4 1 ORGANICS AND CONSTRUCTION D 5RIS 4" CONCRETE -SU5-,SLA5 ADD Fi5ER THICKEN ENDS fit I 5ECTION �14%r:)ONR"r 5GREEN WALL c38% COMPACTED SU5GRAZ:>r= FREE OFFICE COPY SCALE OF ORGANICS AND CONST. DE5RIS L cc3 NORTH SHEET 21.0 /NEW 4 5 IT F 01 4 14 p 0 SECTION TRAVERTINE COURTYARD DEC< L of= 12 1 0—Opp T/POOL WALLA& EL. +20.75' NAVDI-,' --FINISH, SEE ARCH 4 V_ 4 194 #5 @ 8" O.C. TOP #5 @ 8" O.C. TOP 4, 8" STRUCTURAL CONCRETE 4 POOL SHELL WALL 1 T/POOL WALLk 8" STRUCT URAL CONCRETE SLAB 8" STRUCTURAL EL. +20.75' NAVD\,Iv A #5 @ 8"o.c TOP CONCRETE SLAB #40 12" Lou Pontigo and 0 0.C. E.W. % G Associates, Inc. �1/3 SPAN TOP R FORCING IN TOP R 8 .113 SP EINFORCI TYPICAL AT STAIRS. 420 Osceola Avenue - 2—#4 z 4 8" �STRUCTURAL Jax. Beach, Florida 32250 )PORIT a_ Ph.242-0908 Fax.241-9557 CONCRETE SLAB 2—#4 SUPPORT _j 1/3 SPAN TOP REINFORCING 4 FL:CA# 8344 SC:CA#3579 4 #4 VERTICAL @ 8"O.C, 14 A v 11 4. 4 US WITH YOUR COMMENTS CENTERED, ALIGNED w/ LUMMtNTS @ LF-AXOM z 4:, A' SLAB REINFORCING .4 4 2-#4 SUPPORT 00 '04 4 4 00 �_4 #4 HORIZONTAL @ 4 4 4 4 N011 0% v4 04 AIL 4 YCLR SEE DET 12"o.c., CENTERED 4' 4 .4 ro __ A' - T 2/P-1 FOR 4. #5 0 8 O.C. 4. V00 4V 4 00 ,EA. -WAY ECT.- APPROVED PLANAS PERMITTED 2 �O (TYP) 4 4 4 #5 0 8" 0.C. BY THE DIVISION OF WATER RESOURCE MANAGAW Af .5 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION q 4 A 4 EA. WAY BOT APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES 4 S �,Q ;a 4 MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. #5 0 8"O.C, op EA. WAY BOT. Sit CLR CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE LOWEST POOL BEAM 4. BOTTOM' ; i�/. #3 RRUPS BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT t, @1 "O'.C.'' GRADE BEAM ,i, lk DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH.161,F.St EL. +12.83' NAVID REINFORCING t: AND OTHER PERMITS MAY BEREQUIRED. BEND OVER VERTICAL #5 REVWNS DATE -7 5—#5 TOP AND 5 #5 5—#5 AUGERCAST PILE REINFORCING BOTTOM w/ #3 STIRRUPS 24 w x 20 STRUCTURAL , �-GRAOIE BEAM AT MIDDLE Reviewed by Date dt INTO GRADE BEAM/SLAB - @ 12"o.c GRADE BEAM h REINFORCING t, 14"0 AUGERCAST CONCRETE 141 i 1 P-2pp ANCHOR PILE (TYPICAL.t 11 LOCATIONS) 1 —2" 2'-0" MIN 2'-6" MI RELD ALTERATION TYPICAL POOL EDGE DETAIL r2'*`\ TYPICA_ POOL EDGE DETAIL r3 TYPICAL STAIR DETAIL CONTRACTOR SHALL CONTACT LOU GO 6 ASSOCIATES PRIOR To 1�,�-2 SCALE: 3/4" 1'-0" \,PS-2j SCALE: 3/4' V-0" SCALE: 3/4" V-0" MAKING ANY STRUCTURAL FIELD MODIRCATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO V-0 BEING APPROVED BY LOU POIITTIGO 6 ASSOCIATES MAY RESULT IN (4)#4 CONT. IN TOP ADDITIONAL ENGINEERING OR T/POOL WALLJ% #4 VERTICAL . : .....; .. .) OF 12" WALLS INFINITY EL. +21.25' NAVDmV .4 -.6 & @ 8 0.C. EDGE 1 019 (4)#4 CONT. IN TOP OF 12 WALLS FINISH, SEE ARCH 16" SPA BENCH T/POOL WALL,,Jk 2 x3" CONC. --------------- 4 V EXPANSION JOINT w/ SPA EL. +21.25��'_NAVD BUMPOUTS ELASTOMERIC SEALANT �� (NISH, SEE ARCH #4 VERTICAL 0 8"ox, 4� @ 8 0.C. CANTILEVERED CONCRETE F #3 HORIZONTAL TRAVERTINE STONE OVER 0 SPA i OPP W COPING AS PER POOL n CENTERED, ALIGNED W/ 4 #4 VERTICAL @ 8"o.c,, COMPACTED SAND BED AS CING SLAB REINFOR MANUFACTURER/OWNER PER POOL CONTRACTOR CE�TEREN ALIGNED w/ COLLECTION SLOPE Uj SLAB REINFORCING TROUGH Uj __j .4. 4 WATER LINE POOL C14 4Lil 4' mb 4 ')#4 HOOKED DOWELS 1 - , 4 6" WATERLINE 4 4 4 VERTICAL @ 8" COMPACTED SAND BED DESIGNED Uj LIJ 5— #5 TOP AND 5—#5 BOTTOM ,,ON—,CENTER IN 8" WALL #3 STIRRUPS 0 12"O.0 t 'd TILE- #5 @ 8"o.c TOP 4. w/ #4 HOOKED DOWELS BY POOL CONTRACTOR 5—#5 TOP AND 5 4 -_ __3` 4 REINFORCING.' VERTICAL @ —O.C. N TAL 10" BOND BEAM W/ 2—#4 GRADEBEAM #4 HORIZO BOTTOM w/ #3 STIRRUPS CONTINUOUS AROUND @ 12" O.C., @ 12"o.c GRADE BEAM PEREMETER (TYPICAL) Uj 'i 01 CENTERED REINFORCING #3 HORIZONTAL A 14 0 AUGERCAST .4- 8" 0.C. 4 CENTERED 00 S 4 'd. b #4 VERTICAL 0 8" O.C., CO #5 @ 8"ox �CGNC ANCHOR: PILE PILE CAP \,IVEL. +14.83- NAVD EA. WAY BOT. 19kBOT. (TYPICAL 11 LOC.) rl Uj Uj 14"0 AUGERCAST CONC ANCHOR PIL E (TYPICAL 11 LOC.),. TYPICAL COPING/EDGE DETAIL SPA TO POOL EDGE DETAIL SPA EDGE DETAIL K6"*N SPILLWAY EDGE DETAIL K7 zz < SCALE: 3/4" 1*-0" �PS-2) SCALE: 3/4" V-0" �,PS-2j SCALE: 3/4" 1 —0 2 SCALE: 3/4" V-0" Uj RAILING (AS REQUIRED BY k—I —I —,—EXTEND BARS TO WITHIN 0, A 3" OF TOP OF SLAB (TYP) 12" OF DRAIN GE FILL LOCAL CODE) LL (3/4" CRUSHED TRAVERTINE STONE OVER ADD 4pcs #4 x 3'—0" ROCK OR STONE) KEYSTONE OIL T/PILE VAQIES TO BE DETERMINED BY POOL NALS AROUND DEEP _T CAP gk T/S �-F SEE PLAN COMPACTED SAND BED. FINISH G EWELL DRAIN OPENING LAB '�FEL. +20.8 CONTRACTOR MIRAGRID 3XT 5' NAVD BUILD UP PERIMETER OF MAINTAIN 2"111 GEOSYNTHETIC DECK WITH EXCAVATED PILE S CTION CONCRETE COVER!! EXISTING SAND F!LL 6" LAYER SAND BASE AROUND OPENING, ?`�� POOL SLOPE COMPACTED TO A DENSITY MIRAGRID 3XT OF AT LEAST 95% OF THE )/8" GEOSYNTHETIC AND SPA 14' 15 AUGER CAST PILE EXISTING GRADE MODIFIED PROCTOR MAXIMUM w/ 6—#5 X 18'-0" LONG DETAILS DRY DENSITY (ASTM D 1537) DESIGNED BY POOL . X w/ #3 TIES @ 12" 0c MIRAGRID 3XT < CONTRACTOR GEOSYNTHETIC N' NV/ Ny, Lli #5 @ 12" O�C. U-) DO NOT SCALE DIMENSIONS FRDM EACH WAY POOL MIRAGRID 3XT < THESE DRAWNGS IF A DIMENSION IS SLAB REINFORCING > UNCLEAR REFER TO THE STABILIZED SUBGRADE, NON—PLASTIC, GEOSYNTHETIC ARCHITECTURAL DRAVVMS OR DEEP WELLS�, '/ I. . CONTACT THE E.O.R. INORGANIC, EXISTING EXCAVATED GRANULAR FIBERGLASS SOIL COMPACTED TO A DENSITY DRAIN PLANNAME EL. +SEE PLAN --PIN PER KEYSTONE OF AT LEAST 95% OF THE PROCTOR MIRAGRID 3XT rPFOTENHAUER RESIDENCE POOL) MAXIMUM DRY DENSITY (ASTM D 1537) GEOSYNTHETIC DESIGNIDRAWN/CHECKED CS / KJL /LAP 5-011 DATE % 09.14.16 CONTROL NO. S IL —UNREINFORCED CONCRETE to LEVELING PAD BOT/PILE TRUSS I D. -5.00' NAA) LPA NO. DEEP WELL DRAIN OPENING TYPICAL PILE OFFICE COPY PFOT-16-00006 r P%R; fREIN 'AO /I fREIN oe j SHEET STACKED STONE WALL DETAIL ELEVATION ,/�8 POOL DECK TRAVERTINE STONE REINFORCING DETAIL rl 0 SCALE: 3/4" = V-0" k\.PS-2,1 SCALE: 3/4" = 1'— )Ilt \,,PS-2 3/4" = V-0" on S C A L E: 1/4" = V— PS-2 SCALE: