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HomeMy WebLinkAbout700 W. Airport Blvd Plans new construction Placid Lake ApartmentsI PLANS RELEASED FOR PERMITTING ON 914'16 t REGULATORY AGENCY APPROVAL RECEIVED: PERMITS: DATE PERMIT ISSUED NUMBER-,-- SEMINOLE COUNTY ,WATER M AN AGEM ENT• 1 • i cnLLj_­l Q ' t� t-- 0 G� rf U ° ui W _. _ co L Uj w o Q •. nr 1 VICINITY MAP w �a ♦ ' N TS � U Ld •� . .:.,: .<`. :....:•:. ,. ...:,-., :.`: �-�'. f� - � as .. ,. .:.. _. ,.. • Cl.N j . w cn .w , UJ ` r • n , r , ,• i , . , ,., h,:... , . , , .:.:, .. ..... ..�.,..: ...... .. .:,. ..... ... .�,,.� ,, . ._ _..... _. ..., ,. .. ,:. , . ,,.,. , . ., �... .,._. ,.. f .. � t �. n `. 4,: �': ,: ` '� .. ..'. .,�.1� '., V 1. i,, i ' . '- .• , .'.i ;. .. .. �.- J , , ?" r F ., . ..T ...,. .. ,. x .. :. .�� ,r .. .. ...4. ... .d.,: .,.. r. e. , .. ....., RF. .. ,, .�, „�... ..a , , r' .. ,. r ,.. ,. w t . ,. .; ..... .. . c. .... .. . .. i . .., r ....... ..r _... ,... r ...... ,. .. .., � . ... r ....M .... :. .. .. .. ... ., s - r ,. a.... 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'w .I. . n .. t ... s.. .. .. .. t, _,. ,. �:. t , T. .. . ... .. . .. ,. .. . .. .. . .. . t ... .: :. ♦ e t .. .... .. x.. r .- .v .. .. r. .. .. � ::. .. .. .,. r .. .. .. ,- .3 ... ". .,� ... � i .. .... � ..� .. ,. .. .._ , .. .. � , ..... M. ,. m: _rt ... �.. .. .... _ .l � ., ,.. .. .. ,. .. ,. r t Y.,. ri .. a. .7 ., e.... Fl. ... [Yvf.. s.. _. .... ,,...i ,.:si, f. .i.. ,. ....'.....,.s ...., ..,1... ',...tt .r.,., �.. x....e .. .. ..... .. ..f:., .... ..,.. ,s. _..... ., ........... ... ...�..... ..., .._... .. .a. .... t. ... ,... .. .. ... ....., .... .�.._. :.. ., t ,_... ,,... ,.�.. ...... ._.. . ... �. r.. .. ,. ... _. ,.. _.. .. .. �. _.. ,. .. ... .... ..... ..., r. „ .. ,. _ ... 1., .. ,. _ .... t,. .. ,. .. _ .. .. i _. . 4 ,. , �, .. .. . ., ., .. , .. .. .. „ DESCRIPTIONI TRACT 'B', PLACID LAKE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGES.5 THROUGH 10 SEMINOLE COUNTY, FLORIDA. 1. OWNER/DEMQEEE P.A.C. LAND DEVELOPMENT, INC. 7. TOTAL NO. OF UNITS: 244 2281 LEE ROAD, SUITE 206 WINTER PARK, FLORIDA 32789 8. BUILDING SETBACKS: 30 FT. FRONT (407) 628-3065 20 FT. SIDE 20 FT. REAR 2. ENGINEER* LOCHRANE ENGINEERING, INC. 201 SOUTH BUMBY AVENUE 9. LAND AREA: 16.6086 AC ORLANDO, FLORIDA 32803 (407) 896-3317 10. PARKING RECAP: PARKING REQUIRED: 3. SURVEYOR/ LOCHRANE ENGINEERING, INC. 2 SPACES PER UNIT 488 SPACES TOPOGRAPHY, 201 SOUTH BUMBY AVENUE ORLANDO, FLORIDA 32803 PARKING PROVIDED: (407) 896-3317 REGULAR (10'x2O') 478 SPACES 4. SURVEYOR/ DOUDNEY SURVEYORS, INC. HANDICAP (12'x2O') 10 SPACES BOUNDARY. 200 EAST COMMERCIAL STREET SANFORD, FLORIDA 32771 TOTAL 488 SPACES (407) 322-1451 5. ARCHITECT: FUGLEBERG KOCH ARCHITECTS 11. PROPOSb LAND COVERAGE 2555 TEMPLE TRAIL. SUITE 101 WINTER PARK, FLORIDA 32789 PAVEMENT AC 25.29X (407) 829-0595 BUILDING 2.3 23 AC 13.85X RETENTION 1.86 AC 11.19X OPEN 7.79 AC 49.90X 6. UTILITIES: CLUBHOUSE 0.26 AC 1.57X TENNIS COURT/ VOLLEYBALL COURT 0.20 AC 1.20X WATER/SEWER: CITY OF SANFORD UTILITIES P.O. BOX 1778 SANFORD, FLORIDA 32772 (407) 330-5600 ELECTRIC: FLORIDA POWER do LIGHT CORP. P.O. BOX 1817 SANFORD, FLORIDA 32771 (407) 322-5381 TELEPHONE SOUTHERN BELL P.O. BOX 2949 255 FAST ROBINSON STREET, SUITE 300 ORLANDO, FLORIDA 32802 (407) 237-3763 NOT PLATTED ZONED GC-2 VACANT TOTAL 16.6086 AC 100.00X 12. MAXIMUM BUILDING HEIGHT 35 FT. 6" EXTRUDED CURB (TYP) — FH (TYP) 10'X20' PARKING STALL (TYP) 30' BLDG. SETBACK LINE 4' SIDEWALK (TYP) t NO, REVISION DATE I ADDEW RETAINING WALL IA5THS AND PARFM WALK 9-Z7 90 Vi = 15' 02' 39" Z kbbEt NDTE 10 4 90 3 ; R = 703.44' RESEVOIR LAKE OG A = 184.70' EDGE OF LAKE (- TOP OF WATER ELEVATION = 0 V Q 40.97 7-31-90 0) N (co N a A CAo N 3 w z DUMPSTER PAD (TYP) \ \ - Ld Q 0 \ \ a0 ¢ U - w a. Z A 0 0. A 10'x20' PARKING STALL (TYP) PLACID LAKE TRACT "C" ZONED MR-3 VACANT INLET (TYP) -\ tx/ O 30' BLDG. SETBACK LINE 1-0 0 NOT PLATTED ZONED A-1 SINGLE FAMILY o RESIDENTIAL 0 O I V 20' DRAINAGE AND UTILITY EASEMENT 6" EXTRUDED CURB (TYP) S 89' 16' 12" E 323.34' JH I MASTERS COVE ROAD A = 98.47' A = 00' 20' 58" L = 5.00' 30' BLDG. SETBACK LINE NOT PLATTED ZONED MR-2 VACANT 12'X20' HANDICAP PARKING STALL (TYP) 20' DRAINAGE AND UTILITY EASEMENT i R /* S 66' 54' 44" W - 122.19' a� VERTICAL DATA AS SHOWN HEREON IS BASED ON BENCHMARK #3041901 SEMINOLE COUNTY DATUM (S.C.D.), RAILROAD SPIKE IN SOUTH FACE OF 14' OAK TREE AND NORTHWEST CORNER OF LIVE OAK BOULEVARD AND AIRPORT ROAD. ELEVATION = 50.00 SEMINOLE COUNTY DATUM, Q U z c W Ld O C. LLJ W O LtJ u- .ol Z Q CL Q O Z • Q IZ Cn LL- O C) at T W .. a o ac �! a x O h L, h � M 14 W 1 OD Lw OD a O V a ® V � C 6 h L 0 d � c a Q `\� i EROSION/SEDIMENTATION CONTROL CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. EROSION CONTROL BARRIER SHALL BE ESTABLISHED AS SITE CLEARING PROCEEDS AND MAINTAINED UNTIL SUCH TIME AS VEGETATION OR OTHER CONTROLS ` BECOME EFFECTIVE. i I ` N .o r SEE SHT 8 FOR OFFSITE AIRPbRT BLYD. x \ LG IMPRt,VEMENTS Y 1 -• p1 48.05 Y d� Y� 48.05 x 46.70 n, \ 47 ^ x 45 47.18 .. Y s a p Y 48.60 s \ 47.60 Od 41 a Y s> 7.70 0 4 ..ram'•'••- Y ��R 47.38 -r a 48- 48.43 47.70 s y' 47.70 Y , X MAIL KIOSK n o 4 .GRADING PLA1l FDR THIS ARER . � � � � \ � TO 6E 5UVFLIED AT A LATER DATE a ca A � ^ ,a a LEGEND NOT PLATTED OD C,B, DENOTES CATCH BASIN ZONED GC-2 �• �'p� Y M,H. DENOTES MANHOLE VACANT ti9 w Q ke n �r P f C/L S DENOTES CENTERLINE cu, N s� Y INV. DENOTES. INVERT ox \tk' V4 DENOTES WATER VALVE DENOTES. FIRE HYDRANT r 4 DENOTES POWER POLE \ �0 DENOTES TRAFFIC CONTROL BOXOD o G O DENOTES MANHOLE Y �� O.H.W. DENOTES OVERHEAD WIRE ke1 E.O.P. DENOTES EDGE OF PAVEMENT a o1v' TYP, DENOTES TYPICAL P.B. DENOTES PLAT BOOK PGS. DENOTES PAGES n �} DENOTES MITERED END SECTION CONC, DENOTES CONCRETE T/S DENOTES TOP OF SWALE ke' B/S DENOTES BOTTOM OF SWALE e Y 3• = 9o, 00' 00" �SS R = 35.9C' 4' co n Y PLACID, LAKE TRACT "C" ONED MR-3 VACANT s � 9i Nx t Y pp <� tx tK ,y� Q 9d 0 `~ x N r x Y a 44 n x A = 157 R = 703.44' A, = 1 �I.70' Y t! dd 4k a e„ Y n Sd RESEVOIR LAKE EDGE OF LAKE TOP OF WATER ELEVATION = 40,97 7-31-90 I 10 0 NOT PLATTED ZONED A-1 SINGLE FAMILY o RESIDENTIAL 5' C�IISZRUC�IbN LIMIT DFFSET � REFER T D CLEARING 1 GRU6151NG w CLEARI CGTAS DIRECTEDIBY bWNERITED i v n v, p Y 20' DRAINAGE AND I UTILITY EASEMENT L ca i N Y 323.34' 47X i N❑, REVISI❑N DATE o 1 ADDED NDTE tDNTDIIRS AND GRADES 9-L1-90 d 3 2 LDWERED PDND MITOM REVISE GRADES AMUND CLUBHOUSE 3 W AND ADDED NbTES I0.4.90 > SEQUENCE OF CONSTRUCTION 1. CLUBHOUSE, MAIL, FOUNTAINS, BBQ, VOLLEYBALL, RETAINING WALLS, BOARDWALKS AND ENTIRE ENTRY. 2. BLDG. 1 3. BLDG. 2 4. BLDG. 12 5. BLDG. 3 6. - BLDG. 11 AND MAINT. 7. BLDG. 10 8. BLDG. 8 9. BLDG. 9 10. BLDG. 7 11. BLDG. 6 12. TENNIS COURT 13. BLDG. 5 14. BLDG. 4 46 NOTE: Y 1. ALL [;MDESTD DRAIN AWAY FRDM BUILDINGS ALL PAVEMENT T6 DRAIN TO INLETS' Z. SEE SHT 14 OF1S F61t CLEARING AREAS . /'�3. ALA iE511NG 4REQIlIRED t'�Y TUETECHNICAL '` 1 SPECIFICAZIDNS IS TO BE INCLUDED 1N fHE CDNTRACTDRS PRICE. I A2_ r � Y IM mot' rn d- O O NOT PLATTED d ZONED MR-2 " 'VACANT N O a; O N Y t y^� 48 , a N EROSION/SEDIMENTATION CONTROL CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. EROSION CONTROL BARRIER SHALL BE ESTABLISHED AS SITE CLEARING PROCEEDS AND MAINTAINED UNTIL SUCH TIME AS VEGETATION OR OTHER CONTROLS ` BECOME EFFECTIVE. i I ` N .o r SEE SHT 8 FOR OFFSITE AIRPbRT BLYD. x \ LG IMPRt,VEMENTS Y 1 -• p1 48.05 Y d� Y� 48.05 x 46.70 n, \ 47 ^ x 45 47.18 .. Y s a p Y 48.60 s \ 47.60 Od 41 a Y s> 7.70 0 4 ..ram'•'••- Y ��R 47.38 -r a 48- 48.43 47.70 s y' 47.70 Y , X MAIL KIOSK n o 4 .GRADING PLA1l FDR THIS ARER . � � � � \ � TO 6E 5UVFLIED AT A LATER DATE a ca A � ^ ,a a LEGEND NOT PLATTED OD C,B, DENOTES CATCH BASIN ZONED GC-2 �• �'p� Y M,H. DENOTES MANHOLE VACANT ti9 w Q ke n �r P f C/L S DENOTES CENTERLINE cu, N s� Y INV. DENOTES. INVERT ox \tk' V4 DENOTES WATER VALVE DENOTES. FIRE HYDRANT r 4 DENOTES POWER POLE \ �0 DENOTES TRAFFIC CONTROL BOXOD o G O DENOTES MANHOLE Y �� O.H.W. DENOTES OVERHEAD WIRE ke1 E.O.P. DENOTES EDGE OF PAVEMENT a o1v' TYP, DENOTES TYPICAL P.B. DENOTES PLAT BOOK PGS. DENOTES PAGES n �} DENOTES MITERED END SECTION CONC, DENOTES CONCRETE T/S DENOTES TOP OF SWALE ke' B/S DENOTES BOTTOM OF SWALE e Y 3• = 9o, 00' 00" �SS R = 35.9C' 4' co n Y PLACID, LAKE TRACT "C" ONED MR-3 VACANT s � 9i Nx t Y pp <� tx tK ,y� Q 9d 0 `~ x N r x Y a 44 n x A = 157 R = 703.44' A, = 1 �I.70' Y t! dd 4k a e„ Y n Sd RESEVOIR LAKE EDGE OF LAKE TOP OF WATER ELEVATION = 40,97 7-31-90 I 10 0 NOT PLATTED ZONED A-1 SINGLE FAMILY o RESIDENTIAL 5' C�IISZRUC�IbN LIMIT DFFSET � REFER T D CLEARING 1 GRU6151NG w CLEARI CGTAS DIRECTEDIBY bWNERITED i v n v, p Y 20' DRAINAGE AND I UTILITY EASEMENT L ca i N Y 323.34' 47X i N❑, REVISI❑N DATE o 1 ADDED NDTE tDNTDIIRS AND GRADES 9-L1-90 d 3 2 LDWERED PDND MITOM REVISE GRADES AMUND CLUBHOUSE 3 W AND ADDED NbTES I0.4.90 > SEQUENCE OF CONSTRUCTION 1. CLUBHOUSE, MAIL, FOUNTAINS, BBQ, VOLLEYBALL, RETAINING WALLS, BOARDWALKS AND ENTIRE ENTRY. 2. BLDG. 1 3. BLDG. 2 4. BLDG. 12 5. BLDG. 3 6. - BLDG. 11 AND MAINT. 7. BLDG. 10 8. BLDG. 8 9. BLDG. 9 10. BLDG. 7 11. BLDG. 6 12. TENNIS COURT 13. BLDG. 5 14. BLDG. 4 46 NOTE: Y 1. ALL [;MDESTD DRAIN AWAY FRDM BUILDINGS ALL PAVEMENT T6 DRAIN TO INLETS' Z. SEE SHT 14 OF1S F61t CLEARING AREAS . /'�3. ALA iE511NG 4REQIlIRED t'�Y TUETECHNICAL '` 1 SPECIFICAZIDNS IS TO BE INCLUDED 1N fHE CDNTRACTDRS PRICE. I A2_ r � Y IM mot' rn d- O O NOT PLATTED d ZONED MR-2 " 'VACANT N O a; O N Y t y^� 48 , a N o 0 - rco v it N IL Ui < 0 v- � 0) W Z Li l7 W J A (LZ A N 4. O • U U- z Z u J CL LL\j W O W J Q .j/� U !i. Q O Z nn• W LL_ O U co v ,' 20' DRAINAGE AND B o UTILITY EASEMENT co 49.70 0 / aj aj h PI 76 q ti 1 ID 49.13 ic. J �r� co n o �4869 6_ Y W ^ co/ 1 a o ke �2 . $7 Y ke 2�x k� l , Vf Q 90 49.15 9.15 // k � k� b x ?2 4 P 1 phi "r/S a W 0D x E•0'p' Z n � o kx Y k1 n . W 0 �' p S 6 6' 5 4' 44" W c k a 122.19' O cn N1 MASTERS o COVE ® 1 ROAD a Vf 0 A = 35' 57' 53" Z R = 156.87' ' A = 98.47' A = 00' 20' 58" L = 5.00' 7 o N. BEM' VERTICAL DATA AS SHOWN HEREON IS BASED ON BENCHMARK #3041901 SEMINOLE COUNTY DATUM (S.C.D.), RAILROAD rm SPIKE IN SOUTH FACE OF 14' OAK TREE AND NORTHWEST CORNER OF LIVE OAK BOULEVARD AND AIRPORT ROAD. ELEVATION s 50.00 SEMINOLE COUNTY DATUM.. r_ . c LEGENDI LEGENDI C.B. M.H. C/L INV. - pv O O r,\ 0.H.W. E.O.P. TYP. P.B, ,L PGS. \, CONC . T/S B/S 1 X v v - \., A4 x A=15-GZ-V = 703.44' r RESEVOIR LAKE A 1$K 70 3 EDGE OF LAKE a qr TOP OF WATER ELEVATION = �a 40.97 7-31-90 SAN GOES TO LIFT STATION AT LAKE PLACID 4A DRIVE r Ea r t r as NV = 43.30MITD END SECTION WATERMAIN/SEWER SEPARATION IN ALL CASES WHERE SANITARY SEWER MAINS CROSS UNDER WATER MAINS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, AND IN ALL CASES WHERE SANITARY SEWER 10 MAINS CROSS OVER WATER MAINS, THE SEWER MAIN SHALL BE CONCRETE ENCASED OR DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED PN THE POINT OF 260 LF 16 RCP o 0.19% CROSSING. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN ALL WATER AND SEWER MAINS, WHERE POSSIBLE. WHERE CONDITIONS DO NOT PERMIT THE 10 FOOT h SEPARATION, THE SEWER MAIN MUST BE LAID IN A SEPARATE TRENCH OR IN THE SAME TRENCH DIVIDED BY A BENCH OF UNDISTURBED EARTH, AND THE SEWER MAIN MUST BE 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IN ALL CASES WHE.IIE A WATER MAIN CROSSES WITHIN. la INCHES DF A 5TORMSEWER LINE THE WATER MAIM .SHALL 6E CONCRETE ENCASED DR DUCTILE IRON PIPE FOR A DISTANCE DF ZD FEET, CENTEREA DN TI1F. POINT OF [KbSS 1%. NOT PLATTED ZONED GC-2 DENOTES CATCH BASIN VACANT DENOTES MANHOLE DENOTES CENTERLINE DENOTES INVERT DENOTES WATER VALVE DENOTES FIRE HYDRANT DENOTES POWER POLE DENOTES TRAFFIC CONTROL BOX DENOTES MANHOLE DENOTES OVERHEAD WIRE DENOTES EDGE OF PAVEMENT DENOTES TYPICAL DENOTES PLAT BOOK DENOTES PAGES DENOTES MITERED END SECTION DENOTES CONCRETE DENOTES TOP OF SWALE DENOTES BOTTOM OF SWPALE 390 LF SAN 8 PVC O 0.40% ^ hX a FIRE HYDRANT ASSEMBLY (TYP)� TYPE P-7T INLET GRATE = 47.32 SAN MH INV = 42.81 NE TOP 47.92 INV = 40.70 S INV = 40.61 ^ 9a TYPE P-7T INLET GRATE = 47.39 INV = 41.26 , CONNECT PROPOSED WM TO EXIST. 10 WM ks' s� WET TAP c,� a ova kbh2 3 5. �[1 f`U 90' 00' 00 R = 35..9( / S � A = n�4.98 cxl SAN MH X TOP = 48.43 INV = 39.05 a PLACIDa LAKE TRACT "C" ONED MR-3 VACANT TYPE P-7T INLE GRATE = 47.81 INV = 43.30 9d .� x tK a tK 8 90' BEND INV = 43.78 INV = 42.71 E 45 v h v EXIST. SAN MH RIM 45.6 INV. 36.04 180 LF 36 RCP O 0.10% O O POLLUTION CONTROL STRUCTURE NOT PLATTED SEE DETAIL SHT 10 GRATE = 48.30 ZONED A-1 INV = 42.00 SINGLE FAMILY o 8 45' BEND RESIDENTIAL �- - SAN MH FIELD VERIFY PRIOR TO CONSTRUCTION X TOP = 48.52 CONNECT PROPOSED SAN TO EXIST MH \0 v INV = 38.05 CORE DRILL O INV 37.34 OD 10 Sa x L'w� PVC O 0.407. 20' DRAINAGE AND i 46 UTILITY EASEMENT FIELD VERIFY PRIOR TO CO�STION 280 LF 36. RCP O 0.16% EXIST. SAN MH CONNECT PROPOSED SAN T RIM 47.4 CORE DRILL O INV 38.20 as EXIST. SAN MH INV. 38.20 EXIST. SAN MH IM 47.3 46 RIM 38.8 INV. INV. 38.72 S 89' 16' 12" E 323.34' 4 - Y 8 PVC a 47 47 8 PVC - 53 LF SAN 8 PVC O 0.40X ��--85 LF SAN 8 PVC o 0.407 { NO. REVISION A4DED l:tERl 0U'TS � NOT@ Z REVISE 11N�ER�RAIN r/ U o a r v ap d' d' O 0 NOT PLATTED �t ZCPED MR-2 "VACANT 0 O cn . , \-- EXIST. SAN MH RIM 48.4 INV. 39.80 r TYPE P-7T INLET 4e GRATE = 47.29 IN1� = 40.16 20' DRAINAGE AND � x UTILITY EASEMENT EXIST. SAN MH RIM 48,6 INV. 40.88 Q' l 10 W J v m \ x ^ tit .Z1x e A = 98.47' A = 00 20 58 L = 5.00' SAN MH TOP = 48.69 INV - 42.10 FIELD VERIFY PRIOR TO CONSTRUCTION CONNECT PROPOSED SAN TO EXIST MH CORE DRILL O INV 41.70 MASTERS COVE ROAD S 66' 54' 44" W 122.19' . a DATE o 10-4.40 w ❑ , O U g 0) N O co N ® N Ci i LJ.I • W Lo W .J ❑ F- ¢ Z (� Ex ❑ <C u W CL Z A (4 CL A VERTICAL DATA AS SHOWN HEREON IS BASED ON BENCHMARK #3041901 SEMINOLE COUNTY DATUM (S.C.D.), RAILROAD SPIKE IN SOUTH FACE OF 14' OAK TREE AND NORTHWEST CORNER OF LIVE OAK BOULEVARD AND AIRPORT ROAD. ELEVATION = 50.00 SEMINOLE COUNTY DATUM. O U z Lu W i( W J z Q a. • 0 L nn< a- V} 0 U w a- Z 0 IL W a z n h +D ti at T Q� p .n ON N1 N. OD W n It o w ti h M D w co w co ;r wimll7 t • Z N II � -A W GJ �0 i i LEGEND CID. DENOTES CATCH BASIN M.H. DENOTES MANHOLE C/L. DENOTES CENTERLINE INV, DENOTES INVERT qp DENOTES WATER VALVE �P DENOTES FIRE HYDRANT O DENOTES POWER POLE DENOTES TRAFFIC CONTROL BOX 0 DENOTES MANHOLE O.H.W. DENOTES OVERHEAD WIRE E.O.P. DENOTES EDGE OF PAVEMENT TYP, DENOTES TYPICAL P.D.. DENOTES PLAT BOOK PGS. DENOTES PAGES DENOTES MITERED END SECTION CONC, DENOTES CONCRETE T/S DENOTES TOP OF SWALE B/S DENOTES BOTTOM OF SWALE J I MATCH EXIST GRADE 6' 12' 12' 12' SHOULDER N0. REVISION 1 AbD>_D RECLAIM WATER LINE Z REVISED NOTE ADDED NOTE DATE � q-Z7•gd Q 3 IO-4-9d 3 O O� N rn N W B O N C Z A A Q ' a! O • U J L- Z z z w a w �C w ®w LL. U® Q w a • U Q o w Q z x V) (0) Lj. W O co H H w w O Ir a w U. O U 0 W m CD b o ' X ac � W M M a tz tz 1 CD W 12' SHOULDEROD M a cn ® VI � a d L h a O d EXIST ROAD 1� MATCH EXIST GRADE C v 3 c N PROPOSED PAVEMENT, PROPOSED PAVEMENT, BASE AND SUGBASE BASE AND SUGBASE s TO MATCH EAST. DESIGN TO MATCH EXIST. DESIGN 3 DR SEMINOI_E COUNTY M%. OR SEMINOLE COUNTY MIN - _ N TYPICAL PAVEMENT SECTION NTS 1._.. _ _.._..__ _ _ S r �� a -,. , ... .._ ' ,: .,. _. �w . � .�., �,�,.d,. ;; --- -, � .�, , �h < ,. . b b .� _� ---- - - r— NO. REVISION DATE o f l REVISE. DETAILS 1 9 17 90 vi Z REV)SED DETAIL. 16-4-1018* Q CL k o��� :+ _»,., ...�`� PARKING BY � 841 �~ DISABLED 0) 6„ PERMIT z z d m 4" ONLY r N b PLAN bQgz 6.-4" N z V md� 314"R PROP.PVMT. t2" o (n z w o Q 4" TYP. 0 s- CBO CC,RETE 6"7 EXTRUDED CONC. CURB 5.0' 4" (2800 PSI) ELEVATION 2" LOPE 1/4"/FT.. " Z PRIOR TO SOD S. 2 R NOTES:® car µ ®12' ctRs. as � A I'R ASPHALT '........#4 Hoofs ®12" ; • PRIOR TO SOD—/ BITUMINUS MASTIC `•Ld CTRS. 'o ` ` 1. ALL LETTERS ARE 1" SERIES "C (L Z Li 0 (L I= 2. TOP PORTION OF SIGN SHALL HAVE " REINFORCING SHALL s NOTE: " A REFLECTORIZED BLUE BACKGROUND CONTRACTION JOINTS ®5.0' INTERVALS, 5 1/2 WITH WHITE REFLECTORIZED LEGEND BE IN CENTER 1/3 ? AND BORDER. OF CONS ALL a mt SUBGRADE BASE EXPANSION JOINTS ® 20.0' INTERVALS 3. BOTTOM PORTION OF SIGN SHALL HAVE 8 A REFLECTORIZED WHITE BACKGROUND Ai NTH BLACK OPAQUE LEGEND &BORDER. BOO 9" CTRS. 1�_�\ BOTH WAYS 4. ONE (1) HANDICAP SIGN REQUIRED FOR EACH HANDICAP PARKING SPACE. ALTERNATE A GQW1 Qm CONCRETE SIDEWALK DETAIL HANDICAP PARKING SIGN HANDICAP PARKING SYMBOL N.T.S. N. HANDICAP SIGN AND SYMBOL WHO P STRUCTURam BOTTOM NTS - �..`_''- - .� N. T. S. Q 95 1 O J CONC. SIDEWALK U If 2'-8" UNLESS OTHERWISE (L TYPE A OR B RISER SHOWN IN PLANS TYPE B SHOWN Aresess—som- z .................. ................... W � I5 rl 64EXIST. ASPHALT PAV'T. Q n fIUET EACH 12. 2-pe ALL AROUND , EDGE OF PAVEMENT ` \ O C�+� NEW ASPHALT PAV T. TOP OF SIDEWALK CORNER FILLET e' CONC. z , , , � , , , PLAN 6• 20 12 12 20 7 6 5 6 2-IA —�. 12"OVERLAP, FEATHER ROLL �. LL] ALL AROUND �( . A " /4 O 12' CTRS. z ITii `t HOOKS REQUIRED - ' BOTH WAYS 3._ . OR RISERS TYP OR RISER TYP O 12' MS. * g• BOTH WAYS O EXIST. BASE NEW BASE Y ,� C� • 8" CONC. 6" 6" SOIL CEMENT BASE + 8'-W UNLESS OTHERWISE 0 i 45D PSI @ 28 DAIS EXTRUDED CONC. CURB EDGE OF P'VMT. 8' P S Ir CONC. UNLESS frd�3 z�� m 16" SlJ66ASE. COMPALIBTDi87 r .� EDGE OF EXIST. PAV'T. 1 ASPHALT PAVEMENT ASPHALT PAVEMENT OTHERWISE o,�� r-z� OF MODIFIED PROCTOR ASTM f . T`IPE SILL HANDICAP RAMP >_ SHOWN IN PLANS D 155� Q ,. CONC. SIDEWALK 5, PIPET 1r cTrts. �Z= I a m ..",. SHALL BE FLUSH N.T.s. U #4 0 6' CTRS. o I!AV' C WITH ASPHALT PAVEMENT 1% 1 VER e NTS SPLICE DETAIL o O_ o • ALTERNATE B s SEE SLAB TABLE N. T. S. 45' 10 r n coil HANDICAP RAMP LL- Y J STRUCTURE o 1 NTS :1:0 SECTION A — A 1 61 �3_ DIMENSIONS do QUANTITIES D X A B C E F G PUMA m N 24 -e • 2 A 9.71 7.0 1 9 '+mil/ 4 - 67 9 4 D O 1 �� " . - .., .... - .. �` f (TYP) a ; (11\\\ HANDICAP SIGN �� EX�RUDE� CUT 11Y P 1 — e.4r A 6.24' DYmnslons permitted to allow use of e' standard pipe lengths. yY O 10.40' O 10.10' Dlmmdons p.rmNed to allow use of Ir standard Aengths. 3 J a CO Concrete slab shall be deepened to form bridge -across crown of pips See motion below. 11 6'f in W BEVELED OR SOD 1' ROUNDED CORNERS 1v _ . . . . . . q . I Z U v, GRATE 9" 1,-6" n ; . . . . . . . . . .a '� U 010 R3/4" 11' DUMPSTER PAD. . . ¢o. , •� : F" ju 1 I� wo ' . • . 4" WHITE 4" BLUE W I 3" PAVEMENT PAVEMENT -: .FASTENER ( " 'I q" a"...,. CONCRETE SLAB, r I1# �—h— YNTH WW�Fexa-W1.4xwi.4 � 11" R3/4" j 7 1/2"STD. , MARKING'" MARKING R3/4" 6 MIN. 20' 20' 1 3/4"R _1 GATE TOP VIEW — SINGLE PIPE SEE DETAIL SLIT 11 .. 6e ASPHALT SURFACE r A c FOR SCREENING WALL AND +1 a' i 1i GRATES SPACED u' c To c 2'-3" GATE DETAILS. Ax B ..' ....... 10' 12' S' CONS I J- e- DITCH GRADE - A CONNECTOR ' 6" THICK REINFORCED CONCRE I NTS Z T B,� TYPICAL PARKING STALL TYPICAL HANDICAP STALL �N�O PIPE JOINT PERM E 6' 4' S00 -` F DUMPSTER PAD DETAIL SECTION NTS NTS C. h T ffimm R E."D' V ,...,,, �4 ,,...._ N.T.S. �e _ _ .-�. , ti,..�x. NTS 1 11 7 3 W 6%16" CONC. CURB 2-No. 8 BARS 2-No. 8 BARS .. ro 2-No. 8 BARS e �, CURB TRANSITION C y jQ ALL REINFORCEMENT No 6 BARS W EXCEPT 6-No. 8 BARS SHOWN. T. IIILET M BARS SPACED O 6' CENTERS BOTH a 48.30 3/4"R WAYS EXCEPT MIDDLE BARS SHOWN MAiINILE FRAME 4 UYEA I MIAMI CURB O 7" CENTERS. ALL BARS 5M1H ACI EL48.30 00re _ STANDARD HOOKS CANTED APPROX. Z 45'. OR EMBEDED IN ACCORDANCE 1"R - WITH THE SLAB REINFORCEMENT W o r OF DETAIL SHOWN UNDER OPTIONAL 6" �j^ 1'-6" CONSTRUCTION JOINTS, SHEET TOP � I SriTMMER 114"-_. ' 6" NO. 3 OF 3, EXCEPT ALL No. 8 BARS fin' EL 4-7.1 PAVEMENT AND No. 6 BARS AROUND MANHOLE 1I�II� R3' �� - OPENING SHALL BE HOOKED. I 6" R2" a.5' I.o' 8^ 2•d - " e_ is 4" REINFORCEMENT PLAN 1-0" R3/4*-/ 17 12"STD. 6 6 IN. 36" RV SEE FDDT INDEX Z01 FDR INLETS NEENAN R-3�103-F _l �- _ EL4Ia3 EXPANSION JOINT FRAME 4 GRATE OR APPRIIVED MI AL (TYPICAL) 6" 2 .:. k� . t � I luYa1a5 1 III ' 8" FOR 3'-6" & 4' DIA. 10" FOR 6' & 7" DIA. Y" RLP 0 � V M 00 M O 3L• ICLT H c d a -- O o V � t7 Q 1 1/2" OPTIONAL KEY I �® �® �� RB AND TT IRt 4210 _ � I E 7) )7 1/2� - m' X 10' DRAFT THICKNESS OF 6 ' ` 1 6 CURB 3'-6", 4' 6' OR T DIA.STRUCTURE WALL NTS 1.} Li N _ffTS 44,. SECTION _ .,. .17 J y' J N ` AND BRACES ----- I"0 $TL. WELD TO Z tea► 0-0 $TL. PIPE FILL W/ CONC. WA ;I•ICfi • E L E VAT I O N 6" k vO hJ Q w th �. it ti �,` tt'ibfa:Yq.-aw.vx.+w.,».v,,...•n....ws,byu B NO. , REVISION DATE o 1 _ B I I RCMDYEn COMPOUND �METE4i ADDED MASTER METER, ID-4-q0 vi *COO sl#crrIAKi Q BLOCKING FORMS .�' f .` •' ; / :j .�: POLrcrHYL£NE STAIN LESS STEEL N W CLAMPS (2Ef1,CH) SEWER N W O Q tncvs rua�-o ...• sac CLASS I C0%CREr£ TEE W/PLUG MAIN a) TYPICAL O U) 7- PLUG � . N rs N.rs. D 1. P. ,' O CROSS W/PLUG PLUG DETAIL N.r.s. Nrs. FLEXIBLE u� SHEAR STAINLESS STEEL O Q UW RING SHEAR RING v CL Z 0 (N CL 0 + COUPLING WA I E MAIN AS REO'0. rRENCrr GRA VI T Y WIDTH F N.T.S. !� u.Nors ruRsro SOIL / C RETAINER GLAND I• B p • 't:• ,., i �.. -BEDDING '� j � USE AREA FOR 450 BEND /, AS U 450BENOS Q REo'o. i- WATER W YE 900 BEND B •' MAIN N rs N.T.S Q TEE TYPICAL -1 �cCTION I Nrs h'r.5. Z / , LL-. � v TIE ROO WATERMAIN THRUST BLOCK AREAS /N 50. FT. (A x 8 ) PIPE SIZE (IN.) 900 BEND 450 BEND 22 VZO BEND 11 114 0 BEND TEE 8 PLUG 4 1.35 0.75 0.40 0.20 1.00 6 3.00 1.65 0.85 0.45 2.15 8 5.35 2.90 1.50 0.75 3.80 l0 8.35 4.55 - 2.30 1.15 5.90 12 I2.00 6.56 3.35 1.70 6.50 14 16.35 1 8.85 4.50 2.30 11.60 NOTE: AREAS BASED ON SOIL BEARING OF 2000 P.S.F. & DESIGN PRESSURE OF 150 P.S.I. ASSEMBLY NOTES : I. . THRUST BLOCK AREAS SHALL BE POURED AGAINST UN- DISTURBED SOIL. 2. BLOCKS. TO EXTEND FULL LENGTH OF FITTINGS, JOINTS SHALL NOT BE COVERED 3. SIDE OF BLOCKS SHALL BE FORMED. WOOD FORMS SHALL BE PRESSURE TREATED WITH PRESERVATIVE. 4. BLOCKS FOR ALL BENDS SHALL BE SIMILAR TO BLOCK FOR 900 BEND. RISE AND SPREAD OF BLOCKS NOT TO EXCEED 450ANGLE. 5. ALL PLUGS (STOPPERS) SHALL BE PROTECTED FROM CONCRETE WITH 3 MIL, POLYETHYLENE. 6. SEE STAN04RO SPECIFICATIONS 02600 "SANITARY SEWER FORCEMAINS" AND 02700 "WATERMAIN SYSTEMS" THRUST -•BLWKING N.T.S. FORCEMAIN THRUST BLOCK AREAS IN SO.F1" (A x B) PIPE. SIZE (IN) 900 BEND 450 BEND 221120 BEND 11 114 0- BEND TEE 0 PLUG 4 0.90 0.50 030 0./0 0.60 6 2.00 /.10 0.55 0.30 1.40 8 3.60 1.90 1.00 0.50 2.50 l0 5.50 3.00 1.50 0.80 3.90 12 8.00 4.30 2.20 1. / 0 5.6 5 NOTE: AREAS BASED ON SOIL BEARING pF 2000 P. S.F 8 DESIGN PRESSURE OF 100 P.S.I. TURNBUCKLE a 0) �- FORCE MAIN r FORCEMAIN W W NTS n� n WATER MAIN CROSSING OC 0 N.T.S. Q h ] Q iiJ o W 2' OIAME rER Q FRAME 8 COVER fO OACK -FLUSH Shur -OFF vALvE AIR r r ,: AND NOSE RELEASE VACUUM Q - VALVE [] ANCHOR BOL rSJ• O SECURED TO WALL ; LL. 0 PRECAST • WALL BLOW-�QFF j..: ' LVE/BEND Q 3• 3 O U7 SHUT- ,' VALVE O 6,. OOUBLE STRAP FrORCp� Ill I rAPPIhG SADLY £ MORTAR •o -ram? -r-►-'-r---�^ " CORP. ?„�, SFRVIW/ E CLAMP , .., . ,... '• _. .. l !/ CORP. STOP W/ / S ��`� SERVICE CLAMP crravEc BED I vz " `'Qs �� � AIR RELEASE VALVE cc I've x I WYE N.T.S. / I "CURB STOP ,�y,) Q I CURB STOP l'Y ' 4. / W Q co W . h TYPICAL SERVICE CONNECTION DETAILS (te. N.T.S. BACK OF CURB R/W I _ OR Q.O.P. PUMPER 24' x 24' X s' I ./70ACE, ST EE CONC. COLLAR IN HOSE NOZZLES UNPAVED AREAS 2 OPPOSED }� ONLY. - VARIES TIE RODS 90" a ` N to! ��_ �.. ,....... VALVE 6 VALVE COMPACTED BACKFILL BOX - SEE DETAIL Q o v� O•IIIO III II O I ,u �UL. ��f •O 'O' �� ICI __---�/ W ,�--. . • O :V- .. THRUST BLOCK DRESSER COUPLING SPOOL LW9STUR� �--SOIL EXISTING WATER MAIN WATER MAIN BALL VALVES I THRUST 8 CU.• FT OF CRUSHED O `' STONE OR GRAVEL PLAN NOTES: I. ALL PIPE 9 FITTINGS ABOVE GRADE SHALL BLOCK h X BE FLANGE ENDS. W 2. ALL PIPE 8 FITTINGS BELOW GRADE SHALL BE MECHANICAL RESTRAINED JOINT ENDS. TYPICAL HYDRANT DETAIL 3. BACKFLOW REQUIREMENTS LOW HAZARD- DBL. CHECK r HIGH HAZARD -REDUCED PRESSURE DEVICE. N.T.S. 4. PAINT ASSEMBLY WITH RED OXIDE PRIMER AND FINISH 2 00 WITH TWO (2) COATS FOREST GREEN EXTERIOR � ENAMEL. W o DRESSER COUPLING O p Z O.S. & Y. -R.W. GATE VALVES � M FULL FLOW FLOW CHANGEOVER BACKFLOW PREVENTOR , ® � STRAINER VALVE �,��� (SEE NOTE NO. 3 ) / cr MASTER 2"GA7E PLUG � h METER 141LVE - C.I. OR CONC. o GATE VALVE - METER BOX d 2 t W/Box a 8 COVER l�L C o I CONC.COLLAR V � 90• BEND t 90• BEND MAIN W/ Q 2••CORP 16•' GRAVEL BED >, 2° LOW FLOW FINISHED 12' T0.30 STG>F' 2'P!P£ E ,h METER 3EA.- �' m i { GRADE ABOVE �. k� F *4 )MULTI - JET) GRADE V) DUCTILE IRON coy DUCTILE IRON. PIPE PIPE 1 , CONCRETE RE0 )RED PIPE SUPPORTS BLOW -OFF DETAIL (5, 90• BEND + 901BEND N.T S. ' i , RESTRAINED JOINTS RESTRAINED JOINTS { EXISTING WATER MAIN SECTION co MASTER METER & BACKFLOW PREVENTER a i { BA DENOTES BAY TREE CE DENOTES CEDAR TREE 4a CA DENOTES CAMPHOR TREE e O SG DENOTES 'SUGAR GUM TREE M DENOTES MAPLE TREE ,� e PLACID LAKE TRACT C a DENOTES PINE TREE ZONED MR-3 1b, e DENOTES OAK TREE VACANT $ O DENOTES TREE (TYPE AS NOTED) e'a tib p e � 0 • d p ,/ d. o V) AINT. C • 0 ka ,tip e �yF•� �, O h e� � ti r •'� e QD a e ,o' , e W qy e 4 m 1 1 , q}�,y •.t e b a a ,o G e LL 12 a t t , T ee Q `Q EN N BASIN \ e � �e � � �Q• 11a ,e SIN •••� e do e ! do e '�•''`` tie a o ��pc1 gl'' ' e ` tip' �b o' tit a �' ev y •:Rii:iii��; '' tit a ,V a J ,o � ti�a O , O§r;" 1 p a qv . e � e � O e e 0 • F dose i� e h� e 9$v De' p b F 8 F IL KIOSKVOLLEY BAL a o ti� COURT loe Re ti tih° ss' OKI ul V 9 Q --- • NOT PLATTED \ .o P ZONED GC-2 �'P� Ov�.�� A = 50' 00' 00" VACANT R = 530.00 PLACID LAKE TRACT "A" P� ZONED GC-2 O S 53' 04' 39" W VACANT 105.01' • A = 90' 00' 00" R = 35.00' \ A = 54.98' I� RESEVOIR LAKE- ' EDGE OF LAKE TOP OF WATER ELEVATION = 40.97 7-31-90 NOT PLATTED . ZONED A-1 SINGLE FAMILY RESIDENTIAL e� ■ •I r O ■ - i► • e N 76� 1a �...�.. �.. 'Y ACCESS r A = 35' 57' 53" R = 156.87' A = 98.47' �v O 1' r r 9r i MASTERS COVE ROAD A = 00' 20' 58" L = 5.00' ND, REVISION DATE o r.Li cic CL • 01) V � N CO 0O 04 0- � (/� r W Z Li i H �ra Q .� Li CLZ A 0 CL A t NO CLEARING, ••O lJ SELECTIVE CLEARING co H w L..d._ 0 J • VLuV" O Q �i. J V J J U � CL O Q Z • Q } W LL- `rO— C NOT PLATTED ZONED MR-2 VACANT W O � CL `/` > :) Z c W 'Q z Ld. LL 4K OD y � a „ y La. 4 W M � ro m v � S 66' 54' 44" W w v 122.19' v o cu N y o L 0 0 v s a, s 0 (U REMARKS AND NOTED RESTRICTIONS THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CLENT AND NOT MENDED FOR ANY OTHER PURPOSE. TO THE BEST OF MY KNOWLEDGE THESE PLANS FEET THE REQUIRO E" SET FORTH N F.A.C. 100-5. THESE ORAWNG5 SHOULD NOT BE CONSTRUED TO MEET ALL THE REQ Amigin FOR CONSTRUCTION OF THE POOL, BUT ONLY THOSE REGaAREMENrS SET FORTH BY F.A.C. 100-5. L THE POOLS) -THAT ARE INCORPORATED THESE: PLANS MUSTBE INSTRICT ACCORD WITH THE PLANS N ORDER TO OBTAIN A STATE OPERATING PERMIT. ALL CHANGES MUST HAVE WRITTEN APPROVAL FROM THIS ENGINEER AND THE DIVISION M H.R.S. PRIOR TO SULK CHANGE OR ALTERATION BEND MADE. 2. THE POOL CONTRACTOR SHALL HAVE THE CONSTRUCTION AUTHORIZATION FROM THE MOM OF HAS. PRIOR TO APPLYING FOR A R LDNG PERMIT OR COMMENCING CONSTRUCTION OF ANY KIND. 3. lgM0T101M WrStN4I� 1Y TMi WNiUAO4 THE FOLLOWING JOBSTE INSPECTIONS ARE REQIXZW I Y THIS EN CI EER N ORDER TO Waft THE ENCI ERNC CERTIFICATION OF. THE POOLS) PRIOR TO THE ON 5M OF HA.S: OPERATING PERMIT INSPECTION: A. STEEL (PRIOR TO CONCRETE PLACEMENT) B. PLUMBING WITH A PRESSURE TEST PRIOR TO BACKFLL C. FINAL (PRIOR TO THE MOM OFH.R.S. OPERATING INSPECTION) GEN. CON18.1 RESPONSINLITIES THE GENERAL CONTRACTOR SHAU. SUPPLY OR COMPLY WITH THE FOLLOWINQ A: AN ACCEPTA" r FRESH WATER SUPPLY TO THE FILTRATION SYSTEM ®. 102 ps OF I PHASE 230 VOLTS ELECTRIC SUPPLY TO THE POOL-SISCONTRACTOR SUPPLED ELECTRICAL PANELS ANP UNDERWATER LIGHT TRANSFORI-9fLSp((LfO�CAARTGEED AROUND THE POOL AND SPA). C. T04' WA310 WATER AN AUTHORIZED DW033AI.,ryAREAE(AS ALLOWED BYAALF- OF LOCAL GP11 P. MEET ORS�XGEDE LOCAL MA)FENCE AROUND THE POOL AREA (TO E. FIRST AD EQ APM ENT READILY ACCMX- TO BATHERS. F. SANITARY FACILITIES (WATER CLOSETS, URINALS, LAVATORIES ETC.), OUTSIDE PECK AN 'AMLe�S' TYPE OF PANKING FOWITHIN 0 OP EACH UNTAIN SAWALLWAVING BBe PROVIDED ADJACENT TO THE POOL WATER'5 EDGE.( THEpR�9EpSE)H) a BE A HOSE Baia (WITH A VACUUM BREAKER C@N7T TTo 9RPReVENTORSREQUIRED O 9 NAE C�LITiSA PRESStXtE G. A FACILITY OR AREA FOR CHEMICAL STORAGE UNDER ROOF AND PROTECTED FROM ACCESS BY "I) THORIZEO PERSONS (CHEMICALS MAY NOT BE STORED N THE FILTER ROOM OR EQLpPENT PACK). R THERE SHAD. BE NO PROVISION FOR ORNL OR FOOD -SERVING FALLttiS WITHIN 12 FEET OF EACH POOL. CURB OR INNER EDGE OF THE POOL DECK. DECKING NOTES AND REMARKS THE POOL DECKING NSTALLM SHALL INSTALL AND PLACE THE DECKING 50 THAT THE FOLLOWING SPECIFICATIONS ARE MET: A. 4' WIDE (MINIMUM DECK AROUND POOL. AND SPA. 10' WIDE (MNNJM) DECK � AROUND AWADING IMtJf1 9lOPE OAF 25X (3' ) ALL DECKING WU SLOPE 15 TO ft OF E A SLIP RTSL9TANT AND MPERVIOUS MATERIAL. APPROVAL BY THIS DESIGN ENGINEER S REQURED PRIOR TO THE DECK INSTALLATION TO HELP ASSURE COMPLIANCE WITH FAX. IOD-5. B. MNMUM VERTICAL CLEARANCE ABOVE POOL(S) AND pPE►�CGK 5 7. C. NO WOOD INSTALLED N DECK WOOD EXPANSION AREAS RE ULATWIBY JOINTS 10D-5. L Be D. DECKS NEXT TO PARKING AREAS SHALL HAVE TRAFFIC SARRIERS NEXT TO THE DEC" (F REQURED) TO PREVENT DECK OBSTRI)CTION BY VEHICLES. E. THE FIRST W OF DECK WALKWAY FROM THE POOL TO THE SANITARY FACILITIES SHALL ALSO BE OF A SMOOTHI, IPERVIOUB, "-RESISTANT MATERIAL. F. ALL ELEVATIONS SHALL Be FINALIZED AT THE PROJECT TO ALLOW FOR ADJACENIr ELEVATION$. G. CONTACT THIS ENGINEER PRIOR TO PLACING FOR A REVIEW OF ELEVA- TIONS, CONSTRUCTION JOINTS, AND EXPANSION / DECKING CONTROL JOIrM HALL CLOSEST ORMMSSEWER �DOWNWARDA Be Sty N � PIPW PIPWTOWS THE STORM SEWER. LIGHTING AND ELECTRICAL NOTES L ALL ELECTRICAL EaUPMENT AND INSTALLATIONS INCLUDING GROUNDING OF METAL EGLJPmw TO MEET OR EXCEED THE LATEST NATIONAL ELECTICAL CODE. 2. NO OVERHEAD WV*C WITHIN 10' OF INSIDE EDGE OF POOL. WALL. 3. ALL UNDERWATER LKWS SHALL Be EQUIPPED WITH LOW WATER CUTOFF DEVICES. 4. THE FOLLOWING AREA ILLUMINATION S NECESSARY FOR APPROVED NGirf SWIMMING A. OUTDOOR DECKS: 10 FOOT CAWX:S AT THE WATER AND DECK LEVELS. B. FLOOR DECKS: 30 FOOT CANDLES AT THE WATER AND DECK LEVELS. E 5. THE OWNER SHALL SUBMIT TO THIS ENGINEER B COPES OF THE DECK LLUI1N- AT10N CALCULATIONS AND DESIGN. NOTE THAT THESE CALCUI.AT$" SHALL BE SIGNED AND SEALED BY AN ENGINEER R%Zn-RED N THE STATE OF FLORIDA. E' NO CALCULATIONS ARE AVAILABLE, THIS ENGINEER MAY BE DIRECTED TO PRO- VDE THEM. F NO CALCULATIONS AND THE DECK ILLUMINATION DESIGN ARE SUBMIT- TEO TO THE DEPT. OF FRS, THEN NO NIGHT SWIMMING WILL BE PERMITTED. THE DRAWINGS SHALL CLEARLY INDICATE THAT THE POOL is FOR "DAYLIGHT' USE ONLY. SIGNAGE REQUIREMENTS L R.U95 AND RUU.ATIONLS FOR BATHERS MUST BE POSTED NEAR POOLSDE AND SHALL BE LEGIBLE FROM EACH POOL AND POOL DECK AREA. THERE S A PLAN FOR A TYPICAL 'POOL RULES' SIGN ON SHEET I". STRICT COMPLIANCE FOR THE EXACT VERBAGE B MANDATORY FOR FINAL APPROVAL. 2. P THE POOL DOES NOT HAVE AN APPROVED WING BOWL CONFCURATION. THE RULE 'NO DNNG' MUST BE POSTED ON THE POOL. RUES SIGN N 4' HIGH LETTERS ON A CONTRASTING BACKGROUND. 3. F THE POOL'S DEEPEST AREA 15 LESS THAN 6' DEEP, THERE SHALL BE 4' HICH 'NO DNNC MARKINGS (NON -SLIP) LOCATED ON TOP OF THE CURB OR DECK WITHIN 2' OF THE POOL WATER'S EDGE. THERE SHALL BE A MAXIMUM OF 25' PERIMETER FEET BETWEEN EACH MARKING. 4. WHEN SEPARATE SANITARY FACILITIES ARE PROVIDED AND ARE NOT VCMBLE FROM ANY PORTION OF THE POOL DECK 5141,19 SHALL BE POSTED SHOWING DIRECTIONS TO THE FACLt(E3. THESE DIRECTIONS SHALL Be LM3LE FROM ANY PORTION OF THE POOL DECK AND THE LETTERS SHALL BE A MNMU9 OF• P HGH ON A CONTRASTING BACKGROUND. EACH SANITARY FACILITY ENTRANCE SHALL LABELED TO DEPICT EACH SEX. 5. THE ONLY AU HORMW ABBREVIATION FOR 'FEE'T' AND ?NCFES' WILL BE 'PT' AND 'N' RESPECTIVLY. 6. N THE EVENT OF MULTIPLE POOLS AND SIGNS AT ONE LOCATION, THE BATH- ING LOAD AND 4'IAX. POOL WATER TEMPERATURE OF 105• SHALL BE LOCATED ADJACENT TO EACH POOL (SPAR MISC. CONSTRUCTION NOTES L POOLS WITH A SLOPE BREAK SHALL HAVE A 2' MkM M CONTRASTNQ TILE AT SUCH BREAK AND A SAFETY LIVE POSITIONED 2. ON THE SHALLOW END SIDE OF THE SLOPE BREAK. THE FLOATS SHALL BE O 7' MINIMUM INTERVALS. 2. THE UPPER PART OF POOL WALLS ARE WITHIN 5 DEGREES OF VERTICAL FOR AT LEAST 2.5' AND THE RADIUS JOING THIS UPPER SECTION TO THE R.00R DOES NOT EXCEED 29. F THE UPPER SECTION OF THE WALL S N AN AREA THAT B GREATER THAN 5' DEEP, THEN THE WALLS SHALL BE VERTICAL WITHIN DEGREES FORA MINIMUM DEPTH EQUAL TO THE POOL DEPTH MINUS 2.5' 40 THE RADIUS DOES NOT ExCEEO 2.5'. 3. Tit VAK-PAK FILTRATION SYSTEM SHALL BE LOCATED WITHIN 45 FEET FROM THE POOL WATER'S EDGE UNLESS THIS ENGINEER 5PECMALLY GIVES PRIOR WRITTEN AUTHORIZATION TO RELOCATE. 4. THE VAK-PAK FILTRATION SYSTEM SHALL Be PLACED LEVEL WITH THE POOL WATER'S ELEVATION UNLESS THIS ENGINEER SPECIFICALLY GIVES PRIOR WRITTEN AUTHORIZATION TO RELOCATE. 5. NOTE THAT THESE POOL STRUCTURE($) ARE NOT OE9IGNED 10 WtTHI$TAND TAPLOATINIQ B TS �S) WATER CONDI 0S THAT CODA CAUSE THE 6. THE SOIL // EARTH UNDER EACH POOL SHALL HAVE A SOL DENMITY AND TEST. PACi1r7N OF 44% (MIN.) OP THE OPTIMUM MODIFIED STANDARD PROCTOR TES THE GENERAL CONTRATOR SHALL SUPPLY & INSTALL THE UNDERGROUND PROPANE GAS TANK WITH ALL HOOK-UPS TO THE SPA HEATER. COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. All cracks in the Cool -deck shall be repaired prior to acceptance by the Owner. MISCELLANEOUS EQUIPMENT ice, OATA.0" i Dnearanm I I TEST KIT W BROMINE TAYLOR 2105 MILLER 09q-2-005-9 2 1 LEAF BRUSH A B #3030 PWP 12-2015 3 1 LEAF SKIMMER AQUALITY 6001 PWP 12-1685 4 3 POLE 16' STRAIGHT 695-03 ALUM. PWP 12-1545 5 1 3 HANGER SET #1554 2 POLE PWP 12-1835 6 1 VACUUM HOSE - 50' SPIRALOCK T02778 PWP 12-0105 7 2 LIFE PRESERVER GIAMANCO 20LIZ 8 2 THROW ROPE - 60' AQUALITY 24002 PWP 12-2325 9 2 RESCUE HOOK AQUALITY 10135 PWP 12-22qO 10 L SPA NAINTeNANCe KIT RAINDOW SN-2 PWP 12-1275 II 1 2 NIDY CO. - 407-644-3121 12 2 WATER VOLLEYBALL 13 2 STAINLESS STEEL POLES FOR NET NIDY CO. - 407-644-3121 14 I NIDY CO. - 407-644-3121 15 1 POOL RULES SIGN SEE DETAIL 8 LE3 16 I 17 1 I 1.9ANITARY pACILITg5 LOCATION SIGN SEE DETAIL II LE3 18 9Og2-1 • ! VAK-PAK FILTER SYSTEM SELF-CONTAINED HEATEn- UTILITIES BY G.C. GAS SUPPLY I" WATER SUPPLY 4" WASTE WATER ELECTRICAL SUPPLY C7 SANITARY FACILITIES (BY GEN. CONTE. ) WATER CLOSET(S) jRE(S) LAVATORIES SHOWERS NEN I I 1 0 WOMEN 1 0 1 0 1. FLO09-5 SHALL BE OF CONCRETE OR OTHER NON -ABSORBENT MATERIAL. 2. FLOOR SURFACES SHALL BE OF A SMOOTH, SLIP -RESISTANT FLASH. 3. FLOORS SHALL BE SLOPED FOR P0511NE DRAINAGE TO FLOOR DRAN(S). 4. OUTDOOR POOLS TO HAVE OUTSM ACCESS DOOR TO SANITARY FACILITIES AND SIGNS WILL BE POSTED SHOWING THE LOCATION OF SANITARY FACLMS (IF THEY ARE NOT VISIBLE FROM THE POOL OR POOL DECK). 5. THERE ARE NO FOOT BATHS. 6. A HOSE BBB (WITH A VACUUM BREAKER) SHALL Be LOCATED ACCESBLE TO EACH SANITARY FACL(TY. 7. WALKWAYS BETWEEN THE POOL(S) AND SANITARY FACLMMS ARE TO BE CONSTRUCTED OF CONCRETE OR OTHER NON -ABSORBENT MATERIAL FOR THE FIRST 1V OF WALKWAY AND HAVE A SLIP-ReSLSTANT RUSH. 8. ORE55ING ROOMS (P PROVIDED-) - SHALL HAVE SMOOTH, SLIP -RE NT SLIP -RESISTANT, NON- AB50RBEFLOORS CONSTRUCTED OF CONCRETE OR OTHER SUCH MATERIALS. CARPETING (AND OTHER SMAR FLOOR COVERINGS) ARE PROFIWEO. g'A DECK SHOWER & Floor Drain L2 CLU:HOOUSE ! SPA 1 POOL PLAN VIEW PLAN VIEW Therapy Timer Switch L3 135.00' i i i #8 ♦ # 7 \� O O #15 \ ®(3 I `♦ # 9 ♦♦♦♦ O O ®4�, ♦` O O 0 05 0 O 1 DECK PLAN VIEW REVISIONS BY Misc. Mes Modifications 9/27/19 KM ro N a c 0 N 3 ro Engineer's Seal ,n O) G C a-. O N 0 t 3 T ro a T c o SPA THERAPY TIMER SWITCH ° -o THE POOL CONTRACTOR SHALL SUPPLY' .. AND INSTALL AHEAVY-DUTY "TWIST -TYPE" ' b .. TIMER SWITCH AS LOCATED ON THIS SHEET. THE TIMER SWITCH SHALL OPERATE AND SERVE ' AS THE SWIMMER'S METHOD TO OPERATE THE THERAPY PUMP LOCATED IN THE VAK-PAK. .- THE INSTALLATION SHALL COMPLY WITH ALL ro • LOCAL CODES AND THE THE NATIONAL ELEC- z° TRICAL CODE, COORDINATE THE INSTALLATION WITH THE PROJECT MANAGER AND THE PROJECT ELECTRICAL CONTRACTOR. THE POOL CONTRACTOR SHALL COORDINATE THE o • y a • LOCATIONS OF THE POOL RULES AND SPA RULES C ' WOOD DECK SIGN THE SANITARY FACILITIES LOCATION SIGN t ro ® AND ALL SAFETY EQUIPMENT HANGERS. • ADVISE THIS ENGINEER OF THE DESIRED LOCATIONS PRIOR TO INSTALLATION FOR APPROVAL. 1 o • Y l� ,N BRICK PAVERS IN DECK BY G.C. �. 0? t PECK LIGHTING 3 PLAN VIEW N 0 m t - 3 \\ E o \\ „ �lUll E 3(r-o 0 a c ro c a� 0 0 a ORIGN (0,0) 0) u = d U U U / 10 L1 0 �.��� INDEX OF DRAWING003 I� sec LEI POOL, SPA, AND DECK Dt` LE 1.1 POOL DIMENSIONS, EQUIPMENT, Q� AND NOTES ro LE 1.2 DECK AREA LIGHTING LE 1.3 DECK DRAINAGE & EXPANSION JOINTS b LE2 POOL PLUMBING, SECTIONS, & NOTES n LE3 POOL DETAILS LE4 SPA PLUMBING, SECTIONS, & NOTES LE5 NOT USED n LE6 POOL/SPA FILTRATION t I =rA • ..lii•Iill'llll • • •� �r • I\ 4 \I •\ • • • 02 4j ia��3t �� , . �'•�IUIIIII �� • . W. RACQUET:ALL COUNT PLANTER AREA POOL / DE C([X 0 DD IRAWQUlE PLAN p p E 1Unlp SCALE: >/8_ !' n Q Q w z Q CL This space reserved for State Health Department approval i L7♦I • 1 • DRAWN KM CHECKED DTM DATE_ 90 SEPT 18, SCALE AS INDICATED JOB NO. 9092 SHEET LE=1 OF 9 SHEETS w n N th Y r In co N i9 TIMER FOR UNDERWATER LIGHTS THE POOL CONTRACTOR SHALL INSTALL AN INTERMATIC T-104R 24 HOUR TIMER SWITCH FOR THE UNDERWATER LIGHT(S). LOCATE THE TIMER SWITCH ADJACENT TO THE ELECTRICAL SUB -PANEL FOR THE POOL EQUIPMENT. UNDER EACH POOL, AND SPA THE POOL CONTRACTOR SHALL ACHIEVE.A DENSITY AND COMPACTION OF AT LEAST q5% OF THE OPTIMUM MODIFIED STANDARD PROCTOR TEST. AN INDEPENDENT SOILS TESTING ENGINEER SHALL SUBMIT VERIFICATIONS OF ACCEPTABLE COMPACTED SOILS PRIOR TO THE PLACEMENT OF STEEL REBAR AND POOL SHELLS. MAIN POOL PLUMBING INSTALLATION REMARKS I. THE PIPING LAYOUT SHOWN ON THESE SHEETS IS FOR CLARITY ONLY. SEE THESE INSTALLATION REMARKS FOR PIPING 'PLACEMENT. 2. ALL PLUMBING PIPING TO BE PLACED UNDER THE BEAM OF THE POOL. IF THE REQUIRED BACKFILL AND COMPACTION CAN NOT BE ATTAINED, THEN ALL PIPING SHALL BE STRAPPED TO THE POOL SHELL WITH THE MAXIMUM SPACING SHOWN: PIPE SIZE: 1" 1.5" 2" 2.5" 3" 4" 6" 8" MAX. SPACING: 4" 5' 5.5' 6' 7' 7.5 8" q" 3. PIPE HANGER DETAILS & SPECS. SHALL BE SUBMITTED TO THIS ENGINEER FOR WRITTEN APPROVAL PRIOR TO INSTALLATION. 4. THE GUTTER PIPING SHALL BE INSTALLED SO AS TO ALLOW THE MAIN GUTTER SUPPLY PIPE TO HAVE A SLOPE DOWNWARD TOWARD THE COLLECTOR TANK. ANY MODIFICATION TO THIS INSTALLATION PROCEDURE MAY RENDER THE GUTTER PIPING INOPERATIVE. 5. THE MAIN DRAIN PIPING SHALL BE INSTALLED SO AS TO ALLOW THE MAIN DRAIN SUPPLY PIPE TO SLOPE UPWARD TOWARD THE COL— LECTOR TANK. AT NO POSITION SHALL THE MAIN DRAIN PIPING CHANGE SLOPES SO TO ALLOW AN AIR POCKET OT TRAP TO OCCUR. ANY MODIFICATION TO THIS INSTALLATION PROCEDURE MAY RENDER THE MAIN DRAIN PIPING INOPERATIVE. f �11 b WEDGE ANCHORS 8 REQ'D 2 STA—RITE #41494 PWP 16-2 20 S ESCUTCHEONS 8 REQ"D 9 HAYWARD SP-1042 PWP 16-2530 /,00 ADDITIONAL #4 REBARS SHALL BE PLACED IN A DIAGONAL DIRECTION (45 DEGREES) TO COMPEN— SATE FOR THE ADDITIONAL STRESSES PLACED BY THIS SHAPE WITH ANGLED WALLS GREATER THAN 180 DEGREES. PLACE THESE ADDITIONAL BARS FROM THE TOP OF THE POOL WALL OUT INTO THE FLOOR FOR A DISTANCE OF 8 FEET AWAY FROM THE WALL. SEE THIS ENGINEER FOR ADDITIONAL INFORMATION. TO TOP VERTICAL OUTSIDE CORNER OF POOL OF POOL WALL HORIZONTAL INTERSECTION OF WALL AND FLOOR O I DIAGONAL PLACED STEEL 12" O.C. 4'-0" 4'-0" THIS DIAGRAM/PLAN IS SHOWN IN A FLAT VIEW .94' —9" ];:;,—nil F`_'©OL - LAYOUT PLAN V E UW SCALE: >/8" = 9' 0 0 0 0 0 0 ®4•�, 0 0 �? 0 o 0 ®4-0' O ®4,-4. O r-c' O ® 4'—O' ® 4'—V ®r-e 0 0 t CGUHro-WEN T DE NTFM`QT MN PLAN VEW POOL SIZES LENGTH: 5q'-q" WIDTH: Iq"-0" PERIMETER: 185'-0" AREA: 1344.2 S.F. VOLUME: 40,21q GALS. BATH. LOAD: 3q TURNOVER: 3.43 HRS. DEPTHS: 3'-6" x 5'-0" FLOOR SLOPE: VARIES SCALE. 118 " _ >' 9 1 HYDROSTATIC RELIEF VALVE ( 4 REQ"D "THE POOL PLUG" 1-301-733-7750 (DIST. BY OUTDOOR WORLD) 5 STATIC GUTTER FITTING !E3 HAYWARD #SP- IO Iq MILLER #044-3-001-3 8 VOLLEYBALL SOCKETS 2 REQ"D) ;ES NIDY CO. 407-644-3121 2 VACUUM FITTING FLUSH PLUG , FITTING HAYWARD #5P-1022 MILLER #044-3-001-3 PLUG HAYWARD #5P-1022C PWP 16-2265 3'iiiiiiiiLADDER 2 R Q'D SS SWAN 3 STEP 36" S.S. MILLER #580-2-035-5 MAIN DRAIN FRAME & GRATE( 2 REQ"D) IRS) MAIN DRAIN VAK-PAK 12" VAK-PAK MD 12/ q /2 FRAME & GRATE/HAYWARD #5P-1032 PWP 16-1655 HYDROSTATIC RELIEF VALVE/HAYWARD SP-1056 PWP 16-2255 6 UNDERWATER LIGHT( 3 R&Q'0) ES LIGHT AN. PROD. #784341 MILLER 054-6- 17-q NICHE AN. PROD. #782105 f MILLER 054-6— 34-4 TRANS. — GIAMMANCO CP-300 MILLER 248-6-026-6 2 GUTTER AIR RELIEF I RE(2'D) E3 HAYWARD #SP—IOIq MILLER #044-3-001-3 2 GUTTER FITTING Iq REQ"D k81 HAYWARD #SP-10Iq MILLER #044-3-001-3 f0 FLOOR RETURN I E3 STA—RITE #8417 PWP 16-2241 4 DEPTH MARKINGS 4" HIGH E3 I" X I" SLIP —RESISTANT TILES TILE SUPPLY — WINTER PARK 4 "NO DIVING" MARKINGS 4" HIGH E3 I" X I" SLIP —RESISTANT TILES TILE SUPPLY — WINTER PARK 6 HANDRAIL S.S 72" (2 REQ"D) SWAN #3HR— G -049 MILLER 580-2-100-7 This space reserved for State Health Department approval • •Ohl 4-1 Eil • • Ln CIO DRAWN KM CHECKED DTM DATE 90 SEPT 18 SCALE AS INDICATED JOB NO. 9092 SHEET LE=1911 OF 9 SHEETS * LIGHT PARAMETERS LIGHTING TYPE: H,P,SODIUM LUMINAIR; MAGNUFORM II HUBBELL; RCL-1000S-1P8-1 ' LIGHT WATTAGE: 1000 POLE HEIGHT FT); 25 NO, OF LIGHTS; 4 TOTAL WATTS: 4000 * LIGHT POLE _LACEMENT LIGHT # X(FT) Y(FT) FRONT ANGLE 1 -34 _11 90 2 -78 26 0 3, -50 96 270 4 6 31 225 * ESTIMATED POINT LIGHTING LEVELS POINT X(FT) Y(FT) FC-1 FC-2 FC-3 FC-4 TOTAL FC 1 0 0 9.35 0 0 9,18 18,54 2 -15,5 0 15,4 .95 0 5.23 21,6 3 -31,5 0 19,74 2.99 0 1,78 24.53 4 -31,5 8 13.37 2.83 0 3,69 19,9 5 -46,3 22,5 6.61 6,68 ,07 3,44 16,82 6 -61 37 2,45 13.88 97 .9 18,21 7 -53 44.5 1.38 9,6 1,19 1.48 13,67 8 -47 50,5 85 8.05 2.59 1,84 13.35 9 -33 36 2,08 3 1,02 8,22 14,34 10 -15.5 19 8,03 ,69 0 9.770001 18.51 11 12 0 19 5,98 0 0 17,97 23,95 13 0 9,5 7.83 9.5 0 0 12.43 20,27 14 -15,5 11.47 ,84 0 6.87 19.19 15 -33 -47.5 23 5.87 37,5 2,06 2,74 7.48 .13 7,2 15.96 16 -72 56.5 .37 12,01 .82 3,28 5,21 ,09 13,66 17,69 17 -77,8 62 .07 9.89 6.48 0 16.45 18 -72 67,5 0 6,17 8,71 0 14.88 19 -66.5 62 .12 8,33 6.67 ,12 15.26 20 -72 62 .09 9.09 6.96 0 16,15 * NOTES 1, 2, FC = FOOT-CANDLES AT SPECIFIED DECK COORDINATE. 3, TOTAL FC IS SUM OF INDIVIDUAL LIGHT CONTRIBUTIONS, 4. FRONTAL ANGLE MEASURED CALCULATIONS IN DEGREES CCrl FROM PLUS X, Y=0. 5, ASSUME LIGHTING LOSS FLORIDA DHRS/10D-5 FACTOR OF 0,85. REOUIRES 10 FC OF DECK ILLUMINATION. p0 Co L DECK L Q� H T[IN('3 ANAL YSRS 10" SCALE: NONE - LUMINAIR NOUNTING Al2N N_C_TE: UECOPAT COVE-2 NCT SHOW1N SPECIFICATIONS MANUFACTURER: HUBBELL LIGHTING CATALOG PART NO.: MAA-10-1 MATERIAL: EXTRUDED ALUMINUM FINISH: BRONZE 'LECTROCOTE' EXP08ED PROJ. AREA: 0.6 FT I WEIGHT: 6.8 LB8. LUMINA FR M0UNTuWQ AcPI MV PLAN� V /� � Ej�n/j SCALE: NONE' 24UUHP. TIMECLOCK; 120V / IOA CUTLER -HAMMER #10336--H?2 NEMA-2 (RECOMMEND INDOORS) / --- C A LIG T11G H r T T I' CON AC OR UN NE -MA -1 ENCLOSED (INDOOR) CUTLER ---HAMMER #C30BG3A 1201.1 COIL /600V MAX. LOAD TCI I L___ 1,20V TO C IN LCI HESE IN THE \NCE ROOM TO LIGHT UNITS (3 BRANCHES) -- ------ 12 0 V PR 2 4 0 � SUPP'. ' '0 LIGHT IfJG CONTACIOQ UNIF 120V SUPP'..'r TO 1 IMECLOCK ELECTR[IC:',AL lmEQUErn- [EMFNT� U F " O N jl' � /f E �nQ SCALE: NONE' h O C� MOUNTING ARM - -� SEE PETAL 5 ) 1 25' NOMINAL -- HEIGHT 5FE DE SAIL 8 FOR E-LECTRICAL 9ATA -- --- ORIENT TOWARDS POOL PER DECK LAYOUT 1 --- LUMINAIRE UNIT ( SEE DETAIL 3 ) --- SrLFL POLE )E _T AIL 4 ) CONCRETE FOOTINGBASE/ANCHORING ( SEE- DETAIL 7 ) \� ( SEE OF TAIL 6 ) _.GRADE LEVEL FIRM, COMPACTED EARTH, 95% COMPACTION MINIMUM Ff 25 POLE FRONT VFEW ANCHOR RODS (4 REQ'D) 3/4".(�K x 30"L x 3" EL.. (ANCHOR RODS ARE SUPPL IEr `h (a IzraL) , T,GH`EN 'N QED "LOCK TINE„ 3 4" STEEL r Al- (F1 REQ"D) STE"El BASE OF POLE GROU T AF" TER POL E IS - -- SET AND PLUMBED (NON- SHRINK GROUT ) =0P_ OF_ CONCRE (E FOOTING _ SCALE: NONE' :W8E A CrOo RI]NQ D E vu A L 8ECT1]0N V0EW ELECTRICAL PARAME TERS TOTAL LAMP WATTAGE: 4,000 W FLA • 120VAC/80 Hz: 34A FLA • 240VAC/80 Hz: ::'A ILLUr C RCL A B L DATA A 22.5" 572 MM B 30.25" 766 MM C 10" 254 MM LUMINAIR SPECIFICATIONS HQJ5tAG - UCHTWECHT, RUGCED, ONE-PECE FORMED AND WELDED ENSURES SMOOTH CONSTRUCTION AND WEATHERPROOF NTEGRITY. LUMINAPE IS PRE- `RIL.LEO FOR MOL)NTNG TO POLE OR WALL. DALLA51 - 180'C 11`45tkAnON, -20-F STARTING (-40'F, HPS), 60 Hz HPF BALLAST 50 Hz BALLAST AVAILABLE - CONTACT FACTORY. POWR-PAN. ASSEMBLY - AL1 ELECIICAL COMPONENTS ARE MOUNTED ON A PRE -GALVANIZED STEEL PLATE WHICH IS HELD N PLACE BY SPRING LOADED LATCHES FOR EASY INSTALLATION AND REMOVAL. PRE-WRED WITH QUICK DISCONNECT PLUGS. LENS DOOR FRAME - EXTRL.UED FRAME WITH RIGb CORNER BRACING AND DE -CAST ZINC LATCHES TO PERMrT TOOL -LESS ENTRY FOR SERVICING. THE DOOR HAS HIGH QUALIT'r SLICONE GASKETNG TO SEAL AGAINST ENTRY OF N3ECF5, PIRT AND MOISTURE. DECORATIVE ALUMINUM COVER FOR CONCEALMENT O- ELECTRICAL COMPARTMENT. Cli - FLAT, TEMPERED AND IMPACT RESISTANT GLASS. OPTICAL ASSEMBLY RCS & RCL SERFS HAVE A HYDROF-ORMED, ANODAL FNLSED, ALUI`IMJN REFLECTOR FOR I.E.S TYPE I AND I ASYMMETRICAL ROADWAY DLSTRIBUTION WITH EFFICIENCIES OF UP TO 85%. &M FOR WIDER LA51RBUTION AND BETTER UNIFORMITY, RCM OFFERS A TYPE I AND I Dt5TRI130II0N FEATURING A ONE - PILCE ANODIZED ROADWA, REFLECTOR. A OHE PIECE 5PFCU1.AR REFLECTOR 'S A� AI AN E TN THE T fP. V LW _-�QQ�t I RCS 'RCM LW5 OFFER AN ALIJUSTABI E SOCKET ASSEMBLY WHICH PE R!-ll' S FAS ! FELO ADJUSTMENT TO 0131AN DESIRED U:STRIBUTaO . SEF >E TALS BELOW RCL SOC I-TS ARE PRESET A' THE FAC"109Y WrTH TYPE I CUITOFF 'G' OR '+Pf I CJT(SFF 'P'.'X5'9PU11C)N jj A CO'-IPLETE SELECTION OF MOUNTING ARMS AtV ADAP'ERS :S A.4tiAfS (,V PRACTICALLY ANY MOUNTING REaVVIEW SEE PAGE 53 Of- 'HF A'A�OGUE. LEKTROCOTE-fit - TWO MIS MtSIA1 OF ELECTROSTATICALLY APPLIED POWDER COATING HIGH TEMPERATURE BONDED TO THE SURFACE FOR MAXIIJM ADHERENCE AND FNtSH HARDNESS STANDARD FRISaES ARE PFQLaL BLACK, GRAY ANJD'WHITE. SEE ORDERMG INFORMA'ION, ADDITIONAL FEATLREJ - FULLY GASKETED FOR ALL WEATF+ER OPERATION. U.I . 1572 '_IS'EU, 3UrTAI3LE FOR WET LOCATONS. MANUFACTURER: HUBBELL LIGHTING CATALOG PART NO: RCL-1000E-1P8-1 LIGHTING TYPE: HIGH PRESSURE SODIUM LAMP WATTAGE: 1000 WATT EXPOSED PROJECTED AREA: 2.7 FT.2 WEIGHT: 82 LBS. INITIAL LIGHT: 140,000 LUMENS L UJfMI�N A I] Fro- 8G�ECC uF I]CAITu(0I PLAN \VI]EW 30" I I I op ' I 1i i SCALE: 1 " __ >' SCALE: NONE St t f1Pi A ' E PVO1 IVt :' WIPOl E AI'f . I �J_ U SQUARE STRAIGHT STEEL POLES FOR USE WITH FL000UaF1T LUMPtAIRES S" A8 MHUTER. MAWSJUTER. SPORTSUTEK AS WELL AS MAANU-ems ARCH TECTURAL LUMMIARIES. STEEL aer SQUARE STRAIGHT SHAFT - ONE PIECE CONSTRUCTION, STEEL TU6ING. POLE TOP - ALL POLES AVAILABLE WITH 2.375' OD. TENONS OR MACHf ED TO ACCEPT SDE MOUNTED MACNU-SERFS LLMAIZES. NAND _OLE - GROUP I AND I POLES ONLY HAVE 3' x 4' REPf-ORCED FRAME, CROUP I POLES HAVE 4' x 6' FRAME. BOTH NCL.UDE COVER. GROUW LUG STANDARD. @ - STEEL PLATE TYPE BASE WITH TWO-PECE BASE COVER. k614OA BOIL rS - FOUR V SHAPED BOLTS PER SET WITH TWO NUTS AND TWO WASHERS EACH. BOLT TEMPLATE NCLL060. 5IANDAR1) F - RU51 PREVENTNE PRIER. I 51DF MOUNT - (5PECIF'( WHEN ORDERED) +ANDI COL_ E 5E COVFG NOMINAL HEIGH] 12" - El BOLT C12C1 E- SPECIFICATIONS MANUFACTURER: HUBBELL LIGHTING CATALOG PART NO.: E8P-6256-A2-M51 MATERIAL: STEEL: 6' SQUARE POLE HEIGHT: 26 FEET BASE: 11' SQUARE ANCHOR BOLTS: 4 e 3/4' x 30' (x3' EL.) BOLT CIRCLE: 11' DIAMETER BOLT PROJECTION: 3.87' POLE WEIGHT: 322 LB. FINISH: BRONZE 'LEKTROCOTE' ;•�5°, .,,)�1PAC?k7�; MINIr1l1r^1 #5 51EEl "GAR PLACE AS SHOWN (WIRE: -TIE AL-L SPLICES) 3500 051 STONE - AGGQEGA I E CONCRETE FOOTING NCRETE F 0 Q N a D E T A L n 1 SCALE. NONE PLAN 0 SE C`MW� v E U11 S SCALE 3, 4" = 1' This space reserved Tor State Health Department approval I • • • DRAWN KM CHECKED DTM DATE 90 SEPT 18 SCALE AS INDICATED JOB NO. 9092 SHEET LE=l-2 OF 9 SHEETS The brick pavers shall be installed by the Pool Contractor. Install all pavers (1 / 2"± thick) on the sub -deck prior to the installation of the cool -deck. Maintain the slope of the deck with this application. Submit all the & paver samples to the Owner for approval prior to installation. WOOD PLANTERS BRICK PAVERS CONSTRUCTION JOINT EXPANSION JOINT , WOOD STEP \ O O / / / I ' O ®4'-0' / I / � p ®ram. ♦ / I / O O DECK LEGEND EXPANSION JOINT -------CONSTRUCTION JOINT DECK—O—DRAIN DRAINAGE PIPING DECK ABBREVIATIONS F.F.E. FINAL FLOOR ELEVA D.A.P. DECK AT POOL E06 D.A.S. DECK AT SPA EDGE D.O.D. DECK—O—DRAIN STR SEE ARCHITECT'S Df FOR DETAILS ON We DECKING AND DECK I / I / u:—•--- —•—._._.—. (•—•—•—•—•—•—•— - ® 4,--0, I I -— — — — — — — --- — — — — I I I I I t Pool Contractor to apply "cool -deck" topping �tP to this area & the ramp. See the architectual drawings for dimensions, etc. Q CLUBHOUSE I I POOL DD ELAN EzXPANMON JOMTS PLAT V M U vU U SCALE. 118 "= 1' DECK—O—DRAIN CONCRETE DECKING (DECKING TO SLOPE TO DRAIN(S)) PVC PIPE ADAPTER TO DRAIN PIPING PVC SCH 160 qO DEC SWEEP ELL DECK DRA AGE LEGEND `4"^__ DRAIN PIPE (PVC SCH 160 OR SOLID DRAIN PIPE) —PECK-0—DRAIN CHANNEL WITH BOTTOM OUTLETS TO CONVERT TO PVC PIPE 4" PIPE TO SLOPE AWAY DECK—O—DRAIN ALL DRAIN PIPING SHALL SLOPE AWAY FROM THE DECK DRAINS AND FLOW TOWARD THE CLOSEST STORM SEWER OR RETENTION POND (SEE G.C. FOR ADDITIONAL INFORMATION), ENCAPSULATE THE DRAIN PIPE IN CONCRETE AS IT PROTRUDES INTO THE RETENTION POND. D E G"'K D F'� A � N P � P � N U` SE(ONu MN VEW SCALE: 3" = >' CIOC12-13 CONSTRUCTION JOINT WITH CONTROL JOINT PLASTIC CHANNEL I/2" OR FILL WITH SIKA 12—SL SMOOTH DOWEL WRAPPED IN PLASTIC SPACE EVERY 6' TO PREVENT BONDING r POOL DI CE[ Q�EQ ��u1 DRA�NA E PLAT VI EW SCALE: 118 _ >' SAW —CUT — .25" WIDE F1.51, DEEP — CUT WITHIN SLOPE SLOPE RS OF PLACEMENT OR --p 0 — CONTROL JOINT � DECK—O—DRAIN PLASTIC CHANNEL PLASTIC CHANNEL S� a����OU�I VEWS SCALE. havE n N This space reserved for State Health Department approval r C d N C O U C ro 0 .y Vi E a c 1-+ .3 m 0 N 0 r 3 i ro a 0 m ro a� 0 a b 0 Z U c ro U O N Q C r C U S 0 C U N C O U C ro C O N a c 3 N N d a x m c ro 0 0 3 O N L 3 iv c c ro E ad T ro c a 0 V O m c U 0 a 0 s c y id 3 ro n v c ro c v� N. Q� N C ro n w W c N L Cr a 0 ro L a a 0 U 3 0 E E 0 U CL N T d x T 0 iv r U C N ro 0 N N Q C Sro c d Y • • 4 DRAWN KM CHECKED DTM DATE 90 SEPT 18 SCALE AS INDICATED JOB NO. 9092 SHEET LE= 1 93 I gOg2-2 MAM DDRMN/QUTTER/VACMUM/3TATM PMNQ PLAN pnnp VEW SCALE: 1/8" = 1' 'll 21'-q" 5'-q" ON � \ POOL SIZES LENGTH: 5q'—q" WIDTH: Iq'—On PERIMETER: 185'-0j1 AREA: 1344.2 S.F. VOLUME: 40,21q GALS. BATH. LOAD: 3q : 3.43 HRS. TURNOVER DEPTHS: 3'-6" x 5'-0° FLOOR SLOPE: VARIES 3TEM °\� 311 1.5Ce 1.51' / o \ 1.51' 1.511 21' \ 1.511 � 4'-O' \ \ 1 \ 1.5" 2j1 \ O II 2.5" a —� Io, 1.5" 2j1 \ 311 2.5" 1.5" 1.5" 5 . \ 1" 2" 1.511 4 1.5" 2 1.5" 1.5" ® 4'-6' I I 1.5" 2 I 0 ram, ® 4•-0' s RLTERED WATER RETURN PRNIG PLAN V M W SCALE: 118 " = I' NOTE: DIMENSIONS VARY DUE TO ANGLE OF CROSS-SECTION CUT L01 POOL - LENGTH SCALE. 114 " = I' PLUM NG FLOW SPEUMICATUONS 01or- vr_i nil ry 0/ nc. PIPE TYPE SIZE SCHED. (FT/SEC) FLOW G.P.M. MAIN DRAIN 611 40 80 2.22 100 Iq5 GUTTER 6j1 40 2.22 100 Iq5 FILTER RETURN 311 40 80 8.66 100 Iq5 VACUUM LINE 211 40 6.13 100 60 STATIC PIPE 21' LEGEND OF PLUMBING SYMBOLS -4 O GUTTER FITTING VACUUM FITTING FLOOR INLET HYDROSTATIC RELIEF MAIN DRAW ALL PIPING UNDER SHALL SHELL BE SCH. 80 PVC 160 See detail 5AAE-2 for tread risers dimensions I I ire EXTEND DEAD MM RIM I 0 HALLOO WtEI►�D�W�I�ST�E�P�� 1q'-0" - POOL - * ME MI) -END PER.F'O RMA NCE DA TA I. INLETS: _195_ G.P.M. ® MAXIMUM FLOW RATE OF 20 G.P.M. =_ IO _ __14 _ INLETS PROVIDED FOR A FLOW OF:_ 13.q_ PER INLET FITTING. NLA _ DISTANCE BETWEEN EACH WALL INLET 2. LIGHTS: 1,344.2 SQ FT IN POOL X .5 WATTS PER SQ. FT. = 672 LIGHTING REQUIRED FOR NIGHT BATHING _qOO WATTS OF CANDLEPOWER PROVIDED BY THESE SPECIFICATIONS. 3. POOL SIZING: THERE ARE 244 _ LIVING UNITS IN THIS COMPLEX/PHASE X __75_ G.P.M. PER LIVING UNIT (.75 NON —TRANSIENT) 163 (1.00 TRANSIENT) AMOUNT OF FILTRATION REQ'D NOTE: THERE IS PRESENTLY _ 1q5 _ G.P.M. BEING SUPPLIED 4. GUTTER SEPARATION DISTANCE: MAXIMUM DISTANCE BETWEEN EACH GUTTER FITTING: q� _6' SCALE: 114 " = I' SCALE: 114 " = I' SEE ADDITIONAL EQUIPMENT ON SHEET LE- I.1 SEEDECKING DETAILS ON SHEETS LE- I & LE-1.3 SEE DECK ILLUMINATION CALCULATIONS & LIGHT DESIGN ON SHEET LE-1.2 This space reserved for State Health Department approval C ro • • KM CHECKED DTM DATE 90 SEPT 18 SCALE AS INDICATED JOB NO. 9092 SHEET LE=2 OF 9 SHEETS f EXTEND TO SURFACE FOR FUTURE USE 12' X 12' ANCHORED GRATE WHITE -TONE AREA OPEN: 78 SQ. IN. POOL PLASTER MAX VELOCITY IN MAIN DRAIN DOES NOT EXCEED 1.5 F.P.S. • is ': i. 6" - .j MAIN DRAIN PIPE (SCH, 60) 2' AUTOMATIC HYDROSTATIC RELIEF VALVE (MANDATORY) GRAVEL BED AROUND COLLECTOR TUBE WIRE SCREEN PERFORATED PIPE PVC SCHEDULE 80 PIPE TO SURFACE I. THE DEPTH AT THE DEEPEST POINTTMAIN DRAIN GRATE DOES NOT DEVIATE MORE THAN 3 INCHESFROM THE' SIDE WALL DEPTH INDICATED BY THE DEPTH MARKERS AT THAT LOCATION. 2. THE Ng ORAN GRATES) ARE DESIGNED SUCH THAT THEY ARE NOT READILY BREAKABLE OR REMOVEABLE BY BATHERS. 3. SEE PETAL # 2 FOR INFORMATION ON BACKFLL MATERJALS AND REQUIREMENTS FOR ALL EXCAVATED OR LOOSE EARTH DISTURBED BY THIS INSTALLATION. AREAS TO MEET THE COMPACTION SPECIFICATIONS SHALL BE ANY AREA THAT THE EXISTNG EARTH WAS DISTURBED. AIN DDGRAN �ECC�O©N DETAL SCALE: NONE C�+ ESCUTCHEON PLATE no ANCHOR SOCKETS 8 SOLD TW -' GROUND WIRE TO EQUIP. A B 35" 1 5' EQUAL TREAD WIDTHS 2'X6' MUDCAP BULLNOSE TLES (CONTRASTNG COLOR) I CANTLEVERED DECK EDGE AIR RELEF CUTTER HTTNG TO BE PLACED CEMENTIOUS-FILLED AREA (AFTER FLUSH WITH THE DECK AT A PONT F-URTHEREST, AWAY TLE INSTALLED). THE FILTRATION SYSTEM 3.5" 4„ 6'x6'-W1.4xW1.4 X 4„ PECKING (DESIGN BY OTHERS) (\4 Q %VACUUM PIPE W/FLUSH CAP z - ---� —"`DIRECTION OF FLOW � - WECTION OF FLOW GUTTER PIPING (ALL GUTTER FITTINGS TO STRAP BE PLACED 10' O.C. MAX. DIRECTION OF FLOW 21 2,c1' WATER INLET 20' O.C. MAX. (POOLS) WHrrE-TONE ALL DISPLACED EARTH TO BE BACKFJLLED POOL PLASTER AND CON PACTED TO ACHIEVE A DENSITY OF 95% OR GREATER OF THE OPTIMUM STANDARD ASTM PROCTOR TEST. 6'��116XAFEV #4 REBAR (SEE NOTE #2 BELOW) GRADE 40 I. OVERFLOW GUTTER LIP IS LEVEL, WITHIN .25' AND BOTTOM OF GUTTER IS LEVEL OR SLOPES TO GUTTER DRANS GUTTER TO HAVE A 2' SLOPE FROM LIP TO CUTTER BOTTOM. 2. ##4 REBAR, GRADE 40, 12' O.C.E.W. TIED AT ALTERNATE NTERSECTIONS PARTICULAR ATTENTION SHOULD BE GIVEN TO NSURE THAT ALL RE -BAR IS COVERED BY A MINIMUM OF 2.5' OF 4000 P.S.I. GUNITE OR ITS EQUIVALENT. THE REINFORCING SHOWN IS ADEQUATE WHERE THE BACKFILL IS WELL -DRAINED GRAVELLY MATERIAL ONLY. 3. ALL PLASTIC PIPING NU5T BEAR THE NSF SEAL OF APPROVAL FOR POTABLE WATER (NSF-PW). ALL PIPING SHALL BE PVC SCH. 40 OR GREATER. ALL EXPOSED PIPING GREATER THAN 6' SHALL BE PVC SCH. 80 AND BRACED SECURELY TO PREVEN1 MOVEMENT. PRESSURE PPNG MUST BE TESTED TO 30 PSI PRIOR TO BACKFILL. GUTTER PPNG TO BE OBSERVED FOR 24 HRS. WITH A STATIC WATER TEST ALL VC PPNG LOCATED UNDER THE SHELL SHALL BE PVC SCH. 60. 9 P � P NCa9 8T -EL9 AND SHELL - SECTION DE` MLA SCALE: 1/2" -= 1' 191 Lu cn _ ANCHOR SOCKETS 01 U tv �- l lCY (� - -- - ----- . Q #8 SOLID rW D GROUND HIRE C3 TO EQUIP. A B. 41" 6' 4 12 ° 12" TYP. 6 I. HANDRAILS: ANCHOR HANDRAIL IN BOTTOM STEP AND ON DECK. ANCHOR SOCKETS SHALL BE UTLIZED FOR FUTURE REPLACEMENT OF RAILS. 2. STEP TLE: A CONTRASTING BULLNOSE TLE (75WDTH) SHALL BE USED TO MARK 'THE NTER5ECTION OF TREAD AND RISER ON EACH STEP. 3. STEP TREAD NOTES: STEPS HAVE MINIMUM 24' TREAD LENGTH, 12' TREAD WIDTH, WITH A MAXIMUM OF 10' TREAD RISERS. INTERMEDIATE STEP TREADS AND RISERS ARE UNIFORM IN WIDTH AND HEIGHT WITH ALL TREADS TO BE SLIP RESISTANT. HANDRWL W/ . %03 1'\RJTEp8 SECMON DETML SCALE: 3,1411 = 1' Note: This sign shall be constructed of wood with contrasting letters to comply with HRS requirements Sandblast finish on wood sign. 4' RCH LETTERNG hN. VR POOLS WITHOUT APPROVED DNNG BOWL) NO DIVING POOL RULES 1. NO ANIMALS IN POOL OR ON POOL DECK. 2. NO FOOD OR DRINK IN POOL OR ON POOL DECK. 3. SHOWER BEFORE ENTERING POOL. 4. BATHING LOAD: _ 39 (POOL); _ 6 _(SPA). j 5. POOL HOURS: 7:00 AM TO 11:30 PM. 6. SPA WATER MAX. TEMP.: 105 DEGREES Zr THIS RttE APPLL-3 TO SPAS ONLY H4N LETTERING f N. CONTRA3TNG BACKGROL1rA pOOL G`MLES SNG;�N FG-)ONi,r VDEW SCALE: Submit a sample to the Qwner for approval ESCUTCHEON PLATE ANCHOR SOCKET i 8 SOLID TW ROUND WIPE TO EQUIP. NOTE: LADDER MAY NEED TO BE TR"IFO TO PLACE TOP STEP N WATER. 3'-0" SWAN MODEL #LF-36-38 — r 5'' iU6 I NOTE: PERMANENT DEPTH MARKERS SHALL BE PLACED AT THE SHALLOW END, SLOPE BREAK, DEEP END WALL, AND DEEP PONT OF POOL. THE NUMBERS MUST BE 4' HIGH (MINIMUM) AND ON A CONTRASTING BACKROUND. THE MAXIMUM PERMTER DISTANCE- BETWEEN DEPTH MARKERS SHALL BE 25'. DEPTH MARKERS ARE TO BE LOCATED At OR ABOVE WATER LEVEL ON N511PE VERTICAL WALL AND ON THE DECK WITHIN 2 FT. OF WATER'S EDGE. THE ACTUAL POOL WATER DEPTH AT NORMAL OPERATING WATER LEVEL SHALL NOT DEVIATE MORE THAN 3 NCHECS FROM THE DEPTH INDICATED ON THE DEPTH MARKJNC WHEN MEASURED AT LEAST 3 FT. FROM THE POOL WALE. ALL POOLS WITH A DEEP END DEPTH OF LESS THAN 6 FT. SHALL HAVE PERMANENT 'NO DIVNC' MARKINGS INSTALLED INTO OR ON TOP OF THE POOL CURB OR DECK WITHIN 2 FT. OF THE POOL WATER ON EACH SIDE OF THE POOL WITH A MAXIMUM DISTANCE OF 25 FT. BETWEEN MARKINGS. THESE MARKINGS SHALL BE SLIP-RESISTENT. PERMANENT DEPTH MARKER TLE 6' X 6' FLAT TLE 6' X 6' BULLNOSE ONLY FOR POOLS LESS THAN 6 FT. DEEP. 4' M. WIDE IMPERVIOUS DECK SLOPE AWAY FROM POOL M. 3' N 10' DECK DEPTH MARKER WITHIN 2'-0' OF POOL WATER'S EDGE (MUST BE SLIP -RESISTANT) CANTLEVERED DECK EDGE WHITE -TONE POOL PLASTER ON GUTTER SURFACE GUTTER DRANS SHALL BE PLACED 10 FT. O.C. MAX. WHITE -TONE POOL PLASTER WALL INLET RETURN MAX 20' ON CENTER SPACING SEE Owner FOR TLE SELECTKIN do COLOR (� WALL T�L�E� AND MNAAG�[�EGg)� J� E�� F"O N T '\J l E� U SCALE: 1 /2 "= 1' � 0 D 0 SCALE: 112 "= 1 �EC�'DON DE` NL� LOW -VOLTAGE TRANSFORMER __— (VERIFY LOCATION W/ KMA — MN. 4 F T. WIDE, NON -SLIP DECK #4 REBAR 12- O.C. SLOPE AWAY FROM POOL 3'/10 6' x 6' - W1.4 x W1.4 TO PROTRUDE ABOVE BEAM IN CENTER OF PECKING-7 12" THEN BENT TO BE 4_-0' MIN. N DECKING -- 10, 12' EXPANSION JOINT- ...�--- - vi 4 / -- MUD OF POOLOWATER -'7 3,000 PSI CONCRETE- �� AROUND PERII`IETE MUDCAP BULLNOSE TILESI HIGHEST POINT. I " (CONTRASTING COLOR) \ TO EQUIPMENT 2 ! r V W4TE RUBL� (TO PROTECT POOL PLASTER) LADDD EGR W/NOWSUP TIFI'EADD S .Np I #8 SOLD TW L \� - - — -- - i •. GROUND WIRE I NTERIOR POOL WALL TO BE VERICAL t 5 DEGREES o #4 PC -BAR 12' O.C. Ij Q C"i� 4,000 PSI GUNITE c� OR EQUIVALENT Q 2.5' MIN 12" RIGID PVC ONLY UNDERWATER LIGHT , — T (P. 300W, 12V SPOOL T OFF) 6_ MIN_ IOOW; 12V SPA B i. HANDRAILS: ANCHOR HANDRAIL IN BOTTOM STEP AND ON DECK. ANCHOR SOCKETS SHALL BE UTILIZED FOR FUTURE REPLACEMENT OF RAILS. 2. STEP TILE: A CONTRASTING 5ULLN05E TLE (.75WIDTH) SHALL BE USED 10 MARK THE NTERSECTION OF TREAD AND RISER ON EACH STEP. 3. STEP 1 READ NOTES: STEPS • HAVE MINIMUM 24' TREAD LENGTH, 12' TREAD WIDTH, WITH A MAXIMUM OF 10' TREAD RISERS. UITERMEDIATE 5-1 EP TREADS AND RISERS ARE UNIFORM N WIDTH AND .CIGW `NI'H ALL TREADS TO BE SLIP RESISTANT. n-3L_ J\"iLrJ/i�llPUL UV/ STC`j� 1�/8L��cu N DE L�l����L�SCALF,: 3,'4 = 1' POOL PLASTER "THE POOL PLUG" 301-733-7750 SWIMMING POOL SPECIALTIES, INC. DISTRIBUTED BY OUTDOOR WORLD 4,000 PSI GUNITE STEEL REBAR (SEE STRUCTURAL NOTES) 3/4" CRUSHED ROCK UNDER VALVE CONE UNDISTURBED EARTH (SEE COMPACTION NOTES ON SHEET LE3) �JYDGOo��A�OC �E��E� VALVE IF NIGHT SWINNING 5 TO BE AUTHORIZED, THE FOLLOWING LLUMINATION SHALL BE PROVIDED: SEE DETAIL # 2 r-OR COMPAC-rION NOTES. A. OUTDOOR POOLS: THE UNDERWATER LIGHTING SHALL BE .5 WATTS PER 30. FT. OF POOL WATER SURFACE AREA (WADING POOLS ARE EXEMPT FROM THIS). APPLY OIL. OR FORM WAX 10 PREVENT CONCRETE DECKING FROM B. INDOOR POOLS: THE UNDERWATER LIGH-fNBE G SHALL .8 WATTS PER 50. FT. OF BONpNG 10 POOL TILES AND POOL BEAM. POOL WATER SURFACE AREA (WADING POOLS ARE EXEMPT FROM 1HS). C. ALL UNDERWATER LIGHTS SHALL BE. LOW VOL TAGE WITH A MAXIMUM 300 WATT LAMP. SEE LIGHTING & ELECTRICAL NO1E5 ON SHEET LEI FOR ADDITIONAL REQUIRE- I SEE SiRUC1U12A, NOTES FOR ADUIrIONAL RESTRICTIONS MENT5 CONCERNING NIGHT SWIi NIING. I j NOTE: THIS DETAIL SHALL APPLY 10 THE SPA ALSO; HOWEVER, SHE TYPE �(\�, D ,'U �� �% L' OF BEAM CONSTRUCTION WILL MOST LIKELY BE MODIFED. SEE SHEET L E4 2.5 u v of L�\,/ CL �l 53 0 O ,N S � N O u E � FOR THE SPECWC BEAM APPI ICA710N FOR THE SPA. MIN. C 1SON D ' A[II SCALE. 1' - 1' UNDD Lc F1'WATEIR L u"n"T & N CH 3 E C c u O D E T M L-, SCALE: 3,14 „ = 1 ' `--- 4" HIGH LE T TEONG MIN. (FOR POOLS THAT HAVE SANITAR't FACILITIES NOT VISIBLE �=ROr-t POOL) ------._.--- ------ - -- --- 7 Ml -- - - -- — ------ - - - - -- - T SANITARY FACILITIES POOL PLASTER LOCATED IN CLUBHOUSE FLOW \ ADJUSTMENT RING -- -- --- FLOOR INLETS SHALL BE + (+ + + + + + + INSTALLED SO T�T IT L DOES NOT PROT UDE MORE + + + + + + 1 O THAN %' ABOVE THE POOL FLOOR. ALL NLETS SHALL BE INSTALLED SO -- GROUT--/ AS TO NOT PRESENT OR (NON -SHRINKING) -- PVC PIPE CONSTITUTE SHARP EDGES OR (SCHEDULE 80) PROTRUSIONS HAZARDOUS TO CONTRASTING BACKGROUND I" NIGH LETTERING MIN. RROW TO POINT TOWARD ALL PIPING UNDER SHEL L SHALL BE PVC SCH. 60 SANITARY FACILITIES LOCATION. FLOOGR R E T U"'N O N L E T 08 A N T A R Y L0CAT�ON QN Ap L L� MEWS STA-RITE /#8417 � O N � � /J � � �nQ SCALE: NONE SCALE: 1" = 2" � U L/ U �l This sign by the Pool Contractor SCALE: 1" = I' A3-CANNY 1-3 This space reserved for State Health Department approval 0 E a c �o C D • o L V 0 a ° Uv ,U rBil v y v o o 0 a z L v L rq' 0 C v � � cu /w � g 3 rY cn � t' "J n a` g i. o U 3 ro 0 DRAWN U KM - " CHECKED " DTM ' ,JAI go" � AS lt�lp CATIIED96 vf �a t fn� '> E OF Y } r 3to � «- 19 PLAN �"v UU /J � � j�%�J SCALE: 114 " - 1' 1.511 .5 -- - - - - - - - - -+} i III FILTERED ��-F WATER 2" /T1 1.5" T® I 1.5" I , 1.5" 1 ����H E�A _TE �Dl �M Lj E�R �ED W A T E R RETURN Ti V PLAN �E �IU SCALE: 1/4 = 1' U2U.5" 2" 1.5" 2"1.5" 1.5" �QTER P � P � N Q PLAN V �E W SCALE: 1/4" = 1' PA TIMER SWITCH: THE POOL CONTRACTOR SHALL SUPPLY AND INSTALL A HEAVY DUTY TIMER SWITCH FOR THE SWIMMER'S USE TO OPERATE THE THERAPY PUMP AND AIR BLOWER. LOCATE THE TIMER SWITCH. AS INDICATED ON SHEET LE I.I . THE SWITCH AND ITS INSTALLATION SHALL COMPLY WITH ALL LOCAL CODES AND THE NATIONAL ELECTRICAL CODE. SUBMIT A SPEC SHEET TO THIS ENGINEER FOR FINAL APPROVAL PRIOR TO INSTALLATION. COORDINATE INSTALLATION WITH THE PROJECT MANAGER AND JOB SITE ELECTRICIAN. PLUMBING FLOW SPECIFICATIONS PIPE SIZE SCHEDULE VEL.(FPS) Y. OF PLOW G.P.M. MAN DRAIN 2.5' 40/80 3.27 100 50 SK►'MR 2' 40 3.06 60 30 FLTER RETURN 2' 40 5.11 100 50 THERAPY SUCTION 4' 40/80 3.57 100 140 THERAPY RETURN 3' 40 6.35 100 140 AIR VENT 2' 40/80 N/A 100 N/A WATER FILL STATIC 2' 40/80 N/A N/A N/A ALL PIPNG UNDER SHELL SHALL LEGEND OF PLUMBING SYMBOLS AIR VENT ❑ WALL INLET GUTTER FITTING MAIN DRAIN BE SCH. 80 PVC SKfTlE-R THERAPY AIR FITTING ■ 211 " 211 2 "PLTHERAPY MR PMNIG A N �/J EW SCALE: 1/4" = 1' l�1v Uv / HAYWARD SP- IO lq EXTEND TO DECK SURFACE Z- MAIL AND CONNECT TO PIPE LOOP MAIr _ CIRCLING THE SPA VAK-PAK MD12/4/2,5/2/2 T FRAME & GRATE/HAYWARD #SP-- 1032 TO HYDROTHERAP'r PWP 16-1655 - , RETURN WATER PIPING HYDROSTATIC RELIEF VALVE/HAYWARD 5P--1056 ANZEN VENTURI TEES PWP 16--2255 / (OR APPROVED EQUAL) D II [NVII P h ; II I00 NN S q THERAPY FITTING 8 REQ'D 4 ANZEN VENTURI TEES & PWP 14-Og00 HAYWARD 5P-1022 PWP 14-1635 7 GUTTER FITTING 4 REQ•D 4 HAYWARD #SP- IO Iq MILLER #044-3-001-3 8 INLETS ADJ, WALL 3 REQ•D) HAYWARD #5P-14lgE PWP 16-2070 HAYWARD #SP-1022 PWP 14-I 35 2 UNDERWATER LIGN 12V 100 WATT E4 LIGHT AM. PROD. # 766631 MILLER #054--6-1q4-0 NICHE AM. PROD. #782404 MILLER #054-6-287-4 GIAMMANCO CP -100 T R ANSF ORMER MILLER #248-6 - 026 -6 2 HANDRAIL S.S. 51" E4 SWAN ##DMS- IOOA PWP 16--2455 5 WEDGE ANCHORS � 2 REQ D) E3 5-rA-RITE #414g4 PWP 16-- 2520 5 ESCUTCHEONS 2 REQ D) ls3 HAYWARD #5P-- 1042 PWP 16-2 30 9 EQUALIZER FITTING W ' FLUSH GRATE E4 HAYWARD #5P--1019 MILLER #044-3-001-3 9 SKIMMER NSF- APF'R E4 AN. PROD. ## 644206 TWIN 2" PORTS AT BOTTOM PWP 16--0075 CANTIL EVER DECK EDGE A 11J L A N V 0 E W o SCALE: 1 /2 " = I' ��---- - ��pp SCALE: 1/2" = 1' SECTMN V�E �1Vp�� 0 5 --6" -- j-4-0" WID tH IMUM 1 S - - - - -- - £ 6" x 6" - W1.4 WIRE MESH `HATER LEVEL - - -�� - }- -- -- NORMAL OPE RATING wA'Lk . F-V,L IN ALL DECKING DEPTHS IS 3" BEL Ow ��' • )� I. E S O U O �----NAYWARD WALL RETURN �4 I �vIORNAL ;;)('E V A' LNG w A 1 E P . E ✓E I -L_ `� (AVER SEA' IS I-).. 5P-14 IqE- 41- BULLNOSE (ILES o'** a -O HEATED, FILTEREDOVERALL DEL'TH TF'E�' TO '7Alrl )kAIN. WATER RETURN PIPING SHELL THICKNESS6",,,MIN. WALL RETURN MTT�NQ W �l (� � �._ vVHITE TONE 1'C)OL �'L A S I E R W.ECTMN V OE UU SCALE: 1/2" = 1' I. THE PIPING LAYOUT SHOWN ON THIS SHEET IS FOR CLARITY ONLY. SEE THESE INSTALLATION REMARKS FOR PIPING PLACEMENT. 2. ALL PLUMBING PIPING TO BE PLACED NEAR THE BEAM OF THE SPA. IF THE REQUIRED BACKFILL AND COMPACTION CAN NOT BE ATTAINED, THEN ALL PIPING SHALL BE STRAPPED TO THE SPA SHELL WITH THE MAXIMUM SPACING SHOWN: PIPE SIZE: 1' 1.5' 2' 2.5" . 3' 4" 6" 6' MAX. SPACING: 4 5' 5.5 6' 7 7.5' 8' 9 3. PIPE HANGER DETAILS & SPECS. SHALL BE SUBMITTED TO THIS ENGINEER POR WRITTEN APPROVAL PRIOR TO INSTALLATION. 4. THE THERAPY AIR PIPING SHALL SLOPE UP AWAY FROM THE THERAPY PITTINGS AS IT PROCEDES TOWARD THE AIR VENT PITTING. THERE SHALL BE NO "DIPS' OR CHANGE IN THIS SLOPE UNDER ANY CIRCUMSTANCES. 5. THE PLUMBING INDICATED ON THIS SHEET IS SHOWN FROM THE PLAN VIEW ONLY. ADDITIONAL FITTINGS WILL CERTAINLY BE REQUIRED FOR THE COMPLETE PLUMBING INSTALLATION. 1. REBAR/SHELL SPECIFICATIONS A MINIMUM OF If S REBAR (GRADE 40) SHALL BE PLACED 12' O.C.E.W. ALL REBAR TO BE TIED SECURELY AT ALTERNATE INTERSECTIONS AND PARTICULAR ATTENTION SHALL BE GIVEN TO INSURE THAT THE REBAR IS COVERED BY A MINIMUM OF 2.5' OF 4000 P3.1. SHOTCRETE (OR ITS EQUIVALENT). THE REINPORCING SHOWN AND SPECIFIED 5 ADEQUATE WHERE THE BACKFILL IS WELL -DRAINED GRAVELLY MATERIAL ONLY. 2. BACKFILL/COMPACTION SPECIFICATIONS ALL DISPLACED EARTH SHALL BE BACKFILLED AND COMPACTED TO ACHIEVE A DENSITY OF 92% (OR GREATER) OF TIC OPTIMUM MODIFIED ASTM PROCTOR TEST. NO DECKING TO BE PLACED UNTIL THIS BACKf ILL HAS BEEN TESTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. S. PIPING/PRESSURE TEST REQUIREMENTS ALL PIPING SHALL CONFORM TO ACCEPTED WORKMANSHIP STANDARDS AND SHALL BE TESTED AS FOLLOWS: I. ALL PRESSURE PIPING MUST BE TESTED BY MEANS OF WATER PRESSURE TO A MiN-11UN OF 35 P.S.I. PRIOR TO BACKFILLhIG OR FILLING THE PLUMBING TRENCHES. 2. ALL NON -PRESSURE PIPING SUCH AS GUTTER PIPING, MAN DRAW PIPING, SKIER PIPPJG, ETC. MAY BE STATIC TEST FOR A PERIOD OF 24 HOURS (N LIEU OF A PRESSURE TEST. ALL PIPING SHALL BE STAMPED WITH A MANUFACTURER'S MARKING THAT IT IS APPROVED FOR USE WITH POTABLE WATER (NSF-PW). ALL PIPING 6' N DIAMETER OR LESS SHALL BE SCHEDULE 40 PVC. . DECKING RESTRICTIONS AND NOTATIONS DECKS AROUND SPA POOLS OF LESS THAN 120 SQ. FT. OF WATER SURFACE AREA SHALL HAVE A r*41.1M 4 PT. WDE UNOBSTRUCTED, CONTNUOUS, SLIP -RESISTANT DECK AROUND A MINIMUM OF 50% OF THE POOL PERIMETER. DECKING - If II Y�, B T OTHERS ` - -- WIRE MESH- �� -_I ft' EX T END TO SURFACE 12" 2' ANCHURFU 'WAIF 6' x 6" - W1.4 WIATAREA JPEN 18 SQ. IN. _- POOt -TONE Ul ASTE MAX VELOCIT'T IN MAIN DRAIN ' POUI a -- --- - - - -\ -- - -- DOES N0' FX(�EF(' ':.5 F.P.S. POUR ADDITIONAL CONCRETE --�- f WATER LINE AROUND 5Kvr1E12 AND PIE INTO- REBAR PROTRUDING FROM SHELL -- -- C - O --- `-�1 MAIN DRAIN PIPE To PUMP suc noN --- `NIDEN BEAM Of POOL / , _ - - - - _ r-- EQUALIZER - 2' AUTOMATIC HYDRL)S 1 A TIC UNDER SKY'1MER(S) VALVE RELIEF VALVE (MANDATORY) �- GRAVEL. BED L WIRE SCREEN - -� FLUSH INSERT / ` PERFORATED PIPE 2' EQUALIZER SET PVC SCHEDULE 80 PIPE TO SURFACE N01E: I. THE DEPTH Al THE DEEPEST POINT/MAIN DRAW GRATE DOES SK"-t-R POOL WATER SURFACE AREA DOES NOT EXCEED 600 50. PT. AND DOES NOT EXCEED NOT DEVIATE MORE THAN 3 INCHES FROM THE SIDE WALL MAXIMUM WIDTH OF 20 PT. DEPTH INDICATED BY THE DEPTH MARKERS AT THAT LOCATION. SKINNERS HAVE NSP APPROVAL (AMERICAN PRODUCTS #844206) MAX. FLOW 60 G.P.M. EACH. 2. THE MAIN DRAIN GRATES) ARE DESIGNED SUCH THAT THEY ARE NOT READILY BREAKABLE OR REMOVEABLE BY BATHERS. SKIMMERS ARE LOCATED TO TAKE ADVANTAGE OF PREVAILING WIND DIRECTION AND HAVE A WALL INLET INSTALLED IN THE OPPOSITE WALL DIRECTLY IN PRONT OF THE SKIMMER. 3. SEE DETAIL b 2/LE-3 T-OR INFORMATION ON BACKFILL MATERIALS AND SKIMMERS DO NOT PROTRUDE INTO THE POOL AREA. IN THE EVENT THAT THE WIND REQUIREMENTS FOR ALL EXCAVATED OR LOOSE EARTH DISTURBED BY DIRECTION IS VARIABLE, THEN SOUND ENGINEERING PRACTICE IS TO USED IN LOCATING THE SKIMMERS. THIS INSTALLATION. AREAS TO MEET THE COMPACTION SPECIFICATIONS SHALL BE ANY AREA THAT THE EXISTING EARTH WAS DISTURBED. SURFACE SKUMMER o MMN DRIMN SE(c-�'MON DETA�LL, SCALE: 1" = 1' �ECT10IN DE'T"A0L SCALE: NONE' 1 SPA--axa SPA SIZES LENGTH: 6-0" WIDTH: 8"-0" PERIMETER: 32'-0" Al2EA: 64 S.F. VOLUME: gg8.6 GALS. BATH. LOAD: ` 6 TU2NOVER: - 20 NINS. _ DEPTHS: 3'-211 x 3'-4" DIAMETER: -___NZA - (FOR POOLS WITHOUT N APPROVED ONW E30WL) ♦' ACH LETTERING MR -- - - - -- 7 -6' "K -- Pom N® DIVING' L NO ANNALS IN POOL OR ON POOL OWK. L NO FOOD OR DRW IN TOOL oil ON POOL Dam L •N0� WFOilt L SATHM LOAD► __.__WOOLA ____WA). L POOL HOIR& AM TO PIL L W6 WATM MAX. T1NFa 1O6 DGW=0 / TFa RULE APPL" TO 5PA3 01,LY 1' NQI LETTERING r4.L CONTRA31W BACXGROL#V (WR ALL LL-TTERNG EXCEPT No p"4G' RML-) S p a- 8' x 8, Cantilevered Edv-e P r N a w • • • • • s • ME I DRAWN KM - CHECKED DTM DATE 90 SEPT 18 SCALE AS INDICATED JOB NO. 9092 SHEET LE4 OF 9' SHEETS RECIRC PUMP FROM HEATER 12"x 30"AIR VENTS (EACH SIDE) -� T ^ "C A TG n VENT 3"AR GAP FRESH WATER FILL �— (HOSE BIBB W/VAC.BRK.) B-SKIMMER LINE 4 B-SCUM GUTTER/SKIMMER 10-3 WAY VALVE 12-OVER FLOW A -MAIN DRAIN A -MAIN DRAIN RECIRC.PUMP D-VACUUM LINE G VACUUM PUMP I J-FILTER TANK DRAIN I- -FRESH WATER FILL G-WASTE LINE W/AIR GAP HOSE ' 5 BIBB/VAC.BRK. - H-VAC.TO FILTER H + TO HEATER 6-VAC.GAUGE 1 1-WATER LEVEL CONTROL \ J 1 1-THERAPY SUCTION LINE THERAPY RETURN LINE JET PUMP 0 OR 2) >HEATER EETER 6-FLOW METER E-RETURN LINE W/THROTTLE VALVE A,04 FROM HEATEF J-FILTER TANK DRAIN 8-FILTER (1 OR 2) •i G-WASTE LINE \ �l �-� - 13-PRESSURE GAUGE , 7-D.E.SEPARATOR TANK RECIRC PUMP W/ AIR RELIEF I 4-THERMOMETER / � LOCKABLE COVER \ 5-FLOW METER FROM HEATER 3' x 10' OPENING VIEW / 4 7 PLAN V I E W � 3 5 FROM HEATER SDI- —� r� \ FILTER ELEMENTS TANKS LABELED \ AS TO CONTENTS \ SCALE: 3 / 4 = 1 - O E-RETURN LINE— W/THROTTLE VALVE— r< -1`-- K-SUCTION LINE - - I I L-� -_ PH CL2 PH CL2 ` , ISOMETRIC VIEW (BY OTHERS) `------------ ---=- — ---------- —I N C) AIR GAP ELECTRICAL PANEL W/SERVICE LIGHT (30' CANDLES MIN) 1W r FEEDERS INTERLOCKED TO RECIRC. PUMP (y) VENTS(eachend) 76" END UNIT COVER- ALL WIRING IN COMPLIANCE WITH NEC 10'-O" (add dimension Of Cheflil(dl CclbinE't) -- VAK-PAK, INC. Al S SERIES MODEL ........ •�•���• ^PS 26/140 v CUS ■ OM ('� 5-FLOW METER 8-FILTER TANKS W/AIR RELIEF VACUUM D.E. FILTER FOR POOL - BATHING LOAD 39 PERSONS .WASTE LINE IN UNIT COVER 4-THERMOMETER / OR SELF PURGING 40,219 GALLONS IN 343 HOURS - V 11 1 F' `P E LE ACCORDANCE WITH LOCAL REQUIREMENTS RECIRC PUMP Pool Water Elevation K-SUCTION LINE I II `f 247 GALLON EFFECTIVE CAPACITY F 195 GPM @ 1.2 GPM FILTER RATE, 165 SQ. FT, n - r1A:r1 DRAIN ................. 44 19" UNIVERSAL FILTER ELEMENTS, 3.75 SQ. FT. EACH - `')CUr1 GUTrLR/SK::1r1LP........ D - /ACLUr1 I.:TIE................ _ 5 H.P. Vak-Pak IG3-5x8.37s-1' RECIRCULATION PUMP, 1 PHASE, E - RETURti LME................ -- F - F,LTET2 PRECUAT........... 230 VOLTS, '95 GPM @ 50' TDH, SELF PRIMING --- 6 - PUMI 10 WASTE .............. I H.P.Pac-Fab Challenger VACUUM PUMP, 1 PHASE, 230 VOLTS W/ 5" STRAINER BASKET Ii - VACUUM 10 FILTER........... 3• " FLOrIrIETER5Bv BLUE wT I - FRESH wATE'? FII t ........... Motor # 34-520� WHITE CF30 300 P, 80 T( 300 GP': J - FILTER [All:/, DRAir;......... C1L" FEEDER BY BIOAAB r1ODEI'MA-18B-FM 8.4 PPD N,A i;EnrER ;rUB Our;........... I ftEt_: RCULA r : Ur; JUC T I ON • .... . THLRAPY SUCT10;: ............ PH FEEDER BY BLUE_ WHILE /#A 13q-4 15 GPJ 15 GALIOt; dHEM:CAT 'A_"IK THERAPY RETURtI............ 1 I�IJUh1 ��.UGE� 0" I, 3C" k 2 Pac-Fab #2995 SE. )'r•RP,-T cP :.1rIK 60 �O F f . each i N .. REVISIONS BY Misc. Notes Modifications 9/27/90 KM Engineer's Seal MA E& MOMA r THE COMPONENT PARTS ARE OF SUCH MATERIAL AND CONSTRUCTION TO WITH- STAND CONTINUOUS USE WITHOUT SIGNIFICANT DEFORMATION, DETERIORA- TION, CORROSION, OR WEAR WHICH MAY ADVERSELY AFFECT THE FILTER OPER- o TION, OR IMPART TASTE, ODOR, OR TOXICITY TO THE POOL WATER. 2 THE FILTER AREA IS DETERMINED ON THE BASIS OF EFFECTIVE FILTERING SUR- FACES WITH NO ALLOWANCE GIVEN FOR AREAS OF IMPAIRED FILTRATION. .. IF DISSIMILAR METALS ARE USED, STEPS TO PREVENT GALVANIC EROSION SHALL BE TAKEN. THE FILTER SEPIA HAS A MINIMUM ONE INCH CLEAR SPACING BETWEEN ELEMENTS s (UP TO FOUR (4) SQUARE FEET EFFECTIVE AREA PER SEPTUM) AND THE ro MINIMUM SPACING BETWEEN ELEMENTS IS ;g" LARGER FOR EACH ADDITIONAL SQUARE FOOT OR FRACTION THEREOF OF SEPTUM AREA OVER FOUR (4) SQUARE FEET. la • 111111121111 • dFIffifflawl I A mnft E. QNkARTRjwV01QA&jj FLIER uM^jTffM THE FILTER COMPLIES WITH THE MAXIMUM FILTRATION RATE OF .375 GPM PER SQUARE FOOT OF PLEATED -TYPE CARTRIDGE "1ATERIAL. • ' b 1 HE RECIRCULATION PUMP WAS SELECTED TO PROVIDE A MINIMUM OF 4 WATER y • ° TURNOVERS PER DAY (FOR POOLS). THERAPY POOL OR SPA RECIR- CULATING PUMPS SHALL PROVIDE A WATER TURNOVER OF ONCE EACH .30 MINUTES. WADING POOL RECIRCULATING PUMPS SHALL PROVIDE A WATER b TURNOVER O - ONCE PER HOUR (60 MINUTES). ALL FLOWS ARE CAL- CULATED AT 60 FEET T.D.H. THESE FILTERS ARE SEL-F-PURGING OR HAVE AIR -RELIEF VALVES AND HAVE INFLUENT / EFFLUENT PRESSURE GUAGES WITH A MINIMUM 2V7` FACE • DIAMETERS CAPABLE OF READING 0 - 60 P.S.I.. • , THE FILTER CARTRIDGES ARE PERMANENTLY MARKED WITH THE MANU- • F ACTURER'S NAME, PORE SIZE, AND FILTER AREA ON ONE END CAP. g _ AID1511noNAL HQJ'LruS LIOTINU tj ff:RILRWNT f a THE VAK-PAK SELF-CONTAINED FILTRATION SYSTEM COMPLIES WITH AND SATISFIES THE REQUIREMENTS OF U.L. 1081. FILTRATION SYSTEMS MUST Be LISTED WITH A NATIONAL AGENCY (LISTING LABORATORY) THAT INDICATES THAT U.L. 1001 IS FULLY COMPLIED WITH. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT KNA'S WRITTEN APPROVAL ;Pr. PRIOR TO SUCH PROPOSED CHANGE. ANY SUCH CHANGE WILL, IN ADDITION, 6' REQUIRE RE -APPROVAL- BY THE HEALTH DEPT. AND A REVISION IN THE 6' 2 APPROVED DRAWINGS. ALL OF THESE ADDITIONAL EXPENDITURES WILL BE 2-` 1. 5" -THE RESPONSIBILITY OF THE PARTY DESIRING THE CHANGE. -2.-5 " HEATER NOTES: a 2" 2' MATERIALS USED IN ANY TYPE OF WATER HEATING DEVICE SHALL BE NON- ro 1 — TOXIC AND ACCEPTABLE FOR USE WITH POTABLE WATER. a 2' - 1.5" THE HEATER(5) SHALL NOT PREVENT THE ATTAINMENT OF THE REQUIRED U a° - TURNOVER RATE. a - --� VERIFY VOLTAGES PRIOR TO ORDERING EQUIPMENT _3" , If soa Is elev ited above V lk ) lk Inst II f I _ c I`I a I 1 PRESSURE CARTR:DGE F;LrER FOR SPA Pool Contractor shall Install: water fill for spa outtilde of Vak-Pak. 998.E -- GALL�INS IN 20 MINUrE',S I Relay for therapy tidier swit(Ii. 2 24-hour tine (locks dntertnah< I IU4R or equal) 50 GPr1 0 .280 FILTER RATE 101iX1. 200 SQ. F1. o • 2 Vak-Pak DP 100 1 - Vak-Pak HF WL fill device on the Spa FLLTERS 100 SQ. Fr. EACH 1 H.P. Pac-Fab Challenger RECIRCULATION PUMP Motor # 34-5205 (with throttle valve) 1 PHASE 230 VOLTS 50 GPM @ 60 TDH WITH 5" HAIR LINT STRAINER FLOWNE TER BY T,LUE WHITE CF30 150 P, 20 TO 100 GPM CL2 FEEDER BY Hydrotech MODEL CII 5.33 PPD PH FEEDER BY none MODEL_ G P D 2 - 2'," PRESSURE GAUGES 0# TO 600 SECTION VIEW NOTE: CHEMICAL CONTAINERS NOT SHOWN FOR CLARITY -. 3_____H. P. Pac-Fab Challenger THERAPY PUMP 1 PH 230 _VOLTS GP'I @ 60 TDH w pS g 7 1 P.O. Box 3284 H � � In�. Jacksonville, FL 32208 4 -44 NOTE: ALL PIPING "NSF-PW' APPROVED, FLOW PROPORTIONING VALVES WHERE REQUIRED 140 Motor #34-5209 FLOW PROPORTIONING VALVES WHERE RErQUIRED: 2" AND UNDER - AQUALITY DIVERTER 2-1/2" - JANDY DIVERTER Note: All pumps are self -priming 3" AND ABEIb'E - NI BUTTERFLY If spa has pl I feeder; use pool pl I ( ro( k MAIN ANC GUTTER SKIM ER - PUSH-PU '°'K"�" ERE WILL BE NO EQUIPMENT SUBSTITUTIONS WI OUT PRIOR WRITTEN PERMISSION FROM THE DESIGN E NGINEER SANITARY FACILITIES (BY OTHERS,. i lYA1ri B 1 1idALLil LellAl>�1 Lp rQ' WATER ao0 T(9) U �J L fLOM *#U as OF CONCOrn OR omia NON•-AoeOM f MATmAL- � 2. f+OW SI�Fi'AM SOU N of A *V M ]fir-11rANr 1`1 p p ( LOOK MM s KOO" SOU 0 114M PM MM" PAM AM 10 R1.00R ORAKS} (%-Oft FIOOt TO 09-AI 4. OUTDOOR POOLS 10 HAVE 01I A00/3S OOM 10 MWARY fAaM0 AND Y41 M PObtlAPi00M 1i� /no 0C P A OF- 9i�pfARY PACLA" LAVATORY p' t11W APIe w9r Vte•ts aecxl SLD-itE8 UHT, MRViOUS FLOOR 9, nefar Aft NO 0001 111 6.URNAL 1 N°�,A' P,r*Mp� LO�Af� , I.I�N ° woMEN 7. WNX OP 001 i! O� �PAWN MAC f R H09E am (WITH VAG'l L01 BREAKt�t) TOO PRlr W OP WALKWAY AND NAVI A Su-iFt WMff fNlil to NOOf1! MLL pHApVe A1�00(i{ �t 1tlAlIiLS O 'ANGLF�T' WATER FOUNTAIN (AtD of►eR ftcoROE OOVtiIlI/GI TO POOL WATER's EDGE: (`2� 3ANITA"Y C� ACD[� 1I UCH o LAN MEW o T Yr_ MAL SCALE: NONE x _ VENT EACH EW Note that the following equipment is located In the chenilcal cabinet: Pool: MA *eeder(s) and pH tank Spa - Bromine feeder LOCKABLE ACC-55 r-r f-idSFI GRADE r v 6'-7' 7-4' Permanently attach the chernical cabinet to the APS cabinet. i VAK-PAK "L.A.P" MOUSE 4 VAK-PAK "L.A.P HOUSE FRONT VIEW SIDE VIEW 3c". NONS Sc".. NONS g r �e A „n c N T l 2 �N .... w J DRAWN KM CHECKED DTM DATE 90 SEPT 18 SCALE AS INDICATED JOB NO. 9092 SHEET LE6 s C This space reserved for State Health Department approval OF 9 SHEETS _ a I I