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00-1275-003 - a CONCRETE SLAB WITH �° -' 6 x 6 • WI 4 x WI -— ^ A�--RNATE POOL CN COMPACTED FLL C 1 = I I ,ERLOCICNG PA PROPERTY ADDRESS: 6050 S .W . 81st Street , Miami , Florida 3 31 4 3 . (30°° � CONIC.' COPING (OPTIONAU � - ON con�ACT>=o s � SLOPE I/ WATER LINE I a7► 1 � .. .COPE I/4'/FT A „ ,,,,,, I I .. .... ,,,, ,,, ,,,,••„ .. - .. .. .. - ,i,ii, �_9 .. .;. do 01 iii,,, ��' ,;,,,, LEGAL DESCRIPTION: The West 185 . 14 feet of the East 200 . 14 feet 8 EDGE ,=11 • i I �44 � tre west 404 . 27 feet of Tract 12 , less WI �T' 1 SLOPE Not TO EXC�ED ;117 - \ TO 5 FEET DEPjU• Mw; •the South 125 . 00 -feet thereof, . "PALM MIAMI I I . HEIGHTS" ,. according to the plat thereof , i PNEUvIATICAU-Y PLACED CONCRETE I FOx 8' CONCRETE \ WALLS 6' .THROUGHIOUT a 5 CONT. as recorded in Plat Book 43 , at Page 37 , REINFORCING , s 3 • II ,' 3• CLEAR _ I,,oC of the Public Records of Dade County, Florida . \ of _ ,.p•4,a.� •. /sFll�il+• . ` BOTTOM OF POOL 6' — ENCLOSURES M�yQ • NOTb WHERE PATIOS A{�E NuICATED BY OTHERS. REIPFORCNG v ' (�► 'a(1 E•W MAIN DRAIN BE BUILT 2�oPs THE PATIO DESIGN NOTES SHOWN ON THE DETALS �✓ /- AND SECTIONS DO NOT:APPLY. PATIO DESIGN SHALL (SEE DETAIL) POOL SECTION Sy _.. BE BY OTHERS S. f-- -- .....__.... ..._.._. RE I i ANTI-VORTEX GRATE TADS ESCUTCHEON PLATE \ } (6 SO IN.MN OPEN AREA) (3) I O' MIN. I e'i . ` �.. ..�.... --�� POOL BOTTOM'.. 2 4' DECK .. ... LID - 7 .5* :.:. WATER LINE \ II I , \ �C \ • i +: tr 6' (MN.) CONC. ALL AROUND ,. •, • - '. t' n DRAIN •SUMP. N a . GRAB RAIL 2 0 3 EW col - n :: \ �\ `. \ � \\ '` �I"► I .4. :�' 1 1/2'0 x 12' - \, \` \ �` \ \ • '� PIPE •i, '{�"��j� e' •I''I ',• 'r•:iii ii% —••I •WEDGE ANCWM IG \ �. \ �' \�\ I \ GRAVEL SUMP POOL BOTTOM '. � ,` \ \ � •, ,• ••. y.•• ,• .� III—� • GROUND WIRE MAIN DRAIN . : '..::• '. ::.;; , : , :;: -�� �ooa• �.�• `.\ MATH HYDROSTATIC VALVE) (01 RISER HEIGHT MUST 19E (INFORM SKIMMER 17 I,7' \ ,G SELF-CLOSNG & POSITIVE SELF-LATCHING GATE b) s 26 FROM THE INFORM RISER 1 E04T 3- MIN,. _ \ it W d, I WITH HARDWARE FOR PERMANENT LOCKING W CONTRASTING TLE AT EDGE 6' MAX. 1O� \ TYP. POST • 10 FT. 0.C. SHIELD LATCH WEIR WIDTH 2 5' ��i \� J °�+ STEPS ER WATER LEVEL RANGE 2 3' T� c P S DETAIL BASKET CAPACITY 2 7 5 CLI.N. LADDER •r, POOL ItA11- 4 FT.• HIGH GALV CHAIN WATER LEVEL 18' fo 24- POOL DECK b' x b" }�AHLiOLD..7I1.r I • LINK MESH WITH 2'(MAX x (CERAMIC) E1/CitY 4 fT IL -�-_ - - OR EG)U� -1-- - - - = QJOIJ-CLIIvBAt3L '7 :•' .. : :. V. r C0 I 3/a' 1 I t I I I I - SEE EDGE CO CREM (TYP) U DETAIL 18*a I L�J 2' TLE - 3 BAR I _-c��. .__-- � --_-- e. �__ _- ___ '° '�___ - - FENCE Eou;^^,ter -_ .,.:� r ' ' ► ' LIB s EDGE ,:. .I I � - ! _ -__--_- --- ::::. EVER �-- t A. ALL POOL ELECTRICAL WORK • ” , '' SHALL COMPLY �0.-...--.. • � NOTE �A ,"I� DUST DECK ELEVATION TO ii;t r - ' 1T-- �•• .. .. .. WITH N E.C .......... - .._.� • ... .' �' I g:J,I� �,a . G III I�FPII"� �16i� B. NO OVERHEAD ELECTRIC WRING SHALL BE ALLOW FOR DECK FINISH. ll ���- A t r THERAPY SEAT Y 'N. H/�1NEPHOLDa DETAIL LOCATED WITHIN 18 OFEET OROO HIGHER) EDGE COPING--\ DECK • `4 _. _ -•-•- _ _ C --------- - ' -- - PRIOR TO ELECTRICAL. ROUGH, ELECTRICAL MT TO EXCEED 101 OF POOL PERIMETER) / ` CONTRACTOR SHALL SUBMIT A REVISION TO �+; +•.' ';*''+' THESE DRAWINGS SHOWING EXISTING SERVICE ~'v WITH ADDITIONAL LOADS, CALCULATIONS AND � LIG1-2 3 a* 12 a ,::�:::: )WL NOTB CONTRACTOR SHALL ESTASLSH THE EXACT LOCATION OF UTILITIES; AT THE SITE. MNNLM CLEARANCE DhcNSIONS AMPS I P-20 / I/2 C. ::: EXPECTED AS-BUILT CONFIGURATION � DEFERENT SHALL BE HELD AND SHALL BE AS REOUIRE0 BY THE LOCAL REGULATORY AGENCY IN GENERAL. FROM THESE DRAWINGS. PAS• JJ GENERAL. NOTES LIGHT 3 a I2 O ::•,•, T►- ��R I ALL POOL T CONCRETE SSIVE ST WITHIN DAY I P- 20 / I/2' C. QK 0; FA . (�lN E OR CONCRE SHALL ATTAIN 3000 PSI COI:*"RE 28 ® Q TIL I � r - - - 5EE NOTE: .^� —�•- —�� � 3 � 12 � :1 A6 15, GRADE 60. A�V� - % ; �r f STEEL I 4' M'N• —- E - 2P- 2O �(� p �,� .,.., - • � t 3. ALL PIPING SHALL BE PVCwSCI-EDILE 40 PR APPROVED FOR USE, N POTABLE WATER O lTJ '�' L __. I/2' C .�L= '' _ Q'-" J -- � . r ("�'�''� 4• INSTALLATION TS F: LIGHTS. J 80 OF TIE BOXES. GROUNDS. ET IC CODE. BE N ACCORDANCE WITH THE DECK �1 u ! I 3 # 12 5. THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL SERVICE FCI� THE OPERATION OF THE MOTORS, I-EATERS POOL LK (T SWITCH WATER LINE :a ::' 2P-20 I LIGHTS ETC THE OWNER SHALL PROVIDE A DISCONNECT SWIT04 AT THE POOL EQUIPMENT LOCATION I I C I © O 10 Q ®GFI RECEPTACLE """"""" _� 3 u Aor 1/2' C ' FIT 6S NOT�WITHN 50 FEET OF THE FUSED SWITCH SERVICE POINT. •r,••••r•••rr I 10' MIN. 2P- 20'30 © O ' may'` �. ... 2O' MAX, O .,. 6 . .THE POOL PUMP MOTOR. LIGHT, HIANDRALS AND LADDER OR GRAB RAILS SHALL BE BONDED TO THE © POOL PUMP - I-cn ..; .. � I/2 C a ' TRANSFORMER POOL STEEL WITH A a 8 SOLID COPPER WRE N A 1 NON-CORROSIVE CONDUIT ©TR ;� SPA LIGHT �' 7 . PUMP EQUIPMENT (INCLUDING FILTER AND/OR HEATER) SHALL 13E LOCATED ABOVE THE REOUIIRED BASE © OQ QO FLOOD ELEVATION OR FL Q .UNCTION BOX AND PUMP SWITCH 3� S 8. ON SITE INSPECTION INDICATES Sa't0 AND ROCK WITH A BEARr CAPAGTY OF 2 .0 KSF• .DICTION Box I BLOWFJ2 A", ;::4 �p AMPS • I '' I THE CONTRACTOR SHALL NOTIFY THE ENGINEER F OTHER CONDITION ARE O O I'4" a 8 SOLID POOL PUMP 2f>T SPA ( 2 AMPS a 4' ("1,1'4x. •.►•. t:.... ClA .� AMPS 9 . ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH WITHW 2 8 DAYS. © TIME CLOCK 0 SPA LIGHT .•�:•. I' SOLICORROSIVE COhLYUT 10. POOL WATER DISPOSAL SHALL BE N ACCORDANCE WITH SFEIG SECTION 5004 . 3 . SPA PUMP SPA L04T SWITCH - WATTS. ,...,.' • © '© 4 300 1 2 REMOVABLE _6 AMPS EACH C�''-"_� UNDERWATER LIGHT OR DRY NICHE • I I , THE OWNER SHALL PROVIDE A SCREEN ENCLOSURE. FENCE. OR WALL WITH SELF-CLOSING AND SELF• M � F FIBER OPTICS LIGHT SYSTEM 6S LATCHING GATE ( SEE DETAIL FOR MNINLIN REQUIREMENTS ) N ACCORDANCE WITH ZONING CODES EL -MRIC L.EG� ELECTRIC DIAGRAM REOUREMENTS. ( NSPI APPENDIX ) USE NO NICHE IS REQUIRED 1 2 . OWNER AND BIDER SHALL BE RESPONSIBLE FOR ACOUIRNG RELEASES FROM UTILITY COMPANIES FOR -SEE DETAIL ON SHEET I - ALL PROPOSED CONSTRUCTION WITHIN ANY UTILITY EASEMENT 062; RIGHT-OF-WAY. ;' b I. I,�.• , :THESE PLANS REMAIN THE PROPERTY OF DAMS ENGINEERS P.A. THEY ARE NOT TRANSFERABLE Q WITHOUT THE WRITTEN CONSENT. OF DAVIS ENGINEERS P.A. (A) WATER LEVEL Q ,L FEET MSL • � � (B) POOL DEPTH FEET - STA-RITE CARTRIDGE FILTERS (OR EOUAU STA-RITE MAX-E-GLAS PUM'9 (OR EOUAU (C) FLOOD CRITERIA _ A FEET MSL MOOED. PE5CL PE5DL PE5EL PE5FL PE5 (D) POOL BOTTOM ELEVATION (A-B) � • �'� � 35 SO 70 100 135 Lp 1/2 3/4 I I 1/2 2 � -�� FEET MSL FLIER FTAREA' 37 52 72 102 137 • RATE. GPM � UP-LIFT HEAD (C-D) _'� FEET } RATE(oP� 3 7 5 2 7 2 102 13 7 •' 50' TDH 45 66 so 95 100 (F) HYDROSTATIC VALVE FEET Ilo � Q I GPM/SQ.FT O (G) BOTTOM AND WALL SLABS -2 . 5 FEET SI7F 1 .58 2' 2 .5 3' 4' ,�1 TOTAL ADJUSTED. HEAD (E+F+G) LL S -Y(GPMI 60 100 1 2 5 225 1 II Q (V 1 10 FPS) REOURED FLOW RATE (OPERATING 12 HRS/DAY) _ GPM Pte- AREA ' SO•FT - SPA AREA i /+� rl, SUCTION SQ.FT _.__-_ ` "� ( 50 70 100 175 FLOW RATE (OPERATING 8 HRS/DAY)! � GPM (V S S FPS) _ _... POOL CAPACITY GALS.t - SPA CAPACITY GALS.t . POOL TURNOVER HRS. SP A TURNOVER r 2 HRS.o 1. ol f , 40,1 vxk ` 4 � III +' •"'; r�, 1: �. M � 'La.+ I�..'r0. qQ ��` Alalt�l `D Is-'r 'fi, ' o1•�. ��sfructura�,�i1�11't>:�'t;! 4 i 'y6� MARK REVISION DESCRIPTION DATE 'E.B.No 0001809 O.L.No 127365-5 DAMS ENGINEERS P A. _ G5qP.W9. o J��N� III 780 TAMIAMI CANAL ROAD � MIAMI. FLORIDA 33 1 44. -- - ul (305) 266-2566 Mlbl✓11 , x!'. 13.. _.. _.. y JOB N° DATE 0 A a aJ9 aP 24 I t' 2� 11 X19 2 __ ST Lu (,,°•4i