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00-0835-007 ,REV1510N5 BT A S -�.oa • C;TENEfRAL NOTES. - I- ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE . .. A 2(3 DAY MiNIMUM COMPRESSIVE STRENGTH OF 2500 PSI, V°OOL DATA d EaUIf=i IENT X_ 15 68 GALLONS RECIRCULATED IN 3.8 HOUR 2- ALL REIN`FCRC 6 STEEL TO CONFORM TO ASTM 615 GRADE 60. 51ZE d DEPTH 15' x 38' 3' TO 5.5' 3- ALL FOOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL 100 GPM o@ I GPM FILTER RATED 100 SQFT. FILTER AREA - EXCEPT MAIN DRAIN TO BE SCHEDULE 80 PVC. CAPACITY 15,268 GALLONS 38 -® 1.0 HP RECIRCULATION PUMP 4• FILTER 5AGKW45H SHALL COMPLY WITH CHAPTER 50 OF THE 5FBC. -- PERIMETER/AREA 109 LF. / 419 5QFT. I PHASE, 230 V, 61 GPM 50' TDH 5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOILS EXCEPT VARIES 31'-0' 1'-0' VARIES PUMP )K POOL 1.0 H.P. 5PA 2 H.P. ' CLEAN 5AND5 OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE SEE PLAN WATER LEVEL 5EE PLAN A SAFE BEARING CAPACITY OF 2000 F5F. ANY ORGANICS, MARLS, OR FILTER CARTRIDGE llm0 SQFT.) OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION TILE 6' CHOICE 5HALL BE REMOVED (DEMUCKED) IN THEIR ENTIRETY AND THE AREA TYPE OF PATIO SLIP RESISTANT i 5HALL BE BACKFILLED WITH ACCEPTABLE 501L AND COMPACTED IN 12' I THICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE CRGANIC5 EXIT RAILINGS - WALL TPICKNE55 TOP BOTTOM DUE TO WHATEVER CAUSED, THE FOOL SHALL BE REDESIGN FOR PILING. • • a• �� MAX � ANTI-VORTEX COPING BRICK PLACED CONCRETE 4' 6' m 0 6- (N ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO ;,� MAIN DRAIN FOOL TURNOVER 3.8 HOUR PROTECT EXI5TiNG 5TRUCTURE5 FROM FAILURE BY 5PORING, UNDERFINNiNG In t'1AX GUNITE L OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES `� FOOL BOTTOM SPA TURNOVER 0.18 HOUR FLOOR THICKNESS BOTTOM NO RESPCINSABILITY FOR THE SAFETY OF EXISTING STRUCTURE. ` CONCRETE SLAB , , u CD V W1TN 3 �-`' O.G.70�' � PLACED CONCRETE -, 1- THE DESIGN ENCsi'EER ASSUMES NO RESFONSABILITY FOR FOOL EACH WAY �' 12'X9'X9' SUMP GUNITE CONSTRUCTION iN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS S)*Vl GRAVEL PRE-CAST GONG. OR RUST-FR NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE 11/4 HYDRO VALVE �= FIBERGLASS MAIN DRAIN ARE 50 INDICATED. FOOL CONTRACTOR SHALL VERIFY ALL DFIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR AND / OR OWNER SHALL VERIFY LAYOUT 5HOUN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 8- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. T r F I C A OO 5 E C T ( OI �1 FLOTATION ANALYSIS _j U- Q MiNiMLN CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS WATER LEVEL ELEVATION 11.01 w _B REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A FOOL DEPTH 5.5' DISTANCE OF 15 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN FOOL 18 WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES. WATER LOW POINT POOL LEVEL 5.5 z � 9- FOOL 5LIDE5 TO BE INSTALLED iN ACCORDANCE WITH LATEST EDITION LEVEL coPiNG FLOOD CRITERIA 10.0' W PROVIDE DIFFERENT P.C. DEPTH LEVEL 4.5 m OF CO'VSUi"ER PRODUCTS 54FETY COMMISSION, WD.C. cEC'� z� 10•1*1iNiMU1 4'-0' HIGH 15 FENCE RECOMMENDED AROUND ALL POOLS IN COLOR TILE NON-SLIP 1'-8' t _ ``) `v LN5CREENED AREAS. LESS HYDROVERTICAL 2.0' U II-WHERE POOLS ABUT CR ARE PLACED NEARBY SEAWALLS OR BULKHEADS AT 5WiMOUT EDGE � — COPING r =III=III= HYDROSTATIC UPLIFT 2.5' ° z SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD CONDITIONS NOT PERMITTING ANY SHIFTiNG OR REMOVAL OR LOOSENING WATER LEVEL OF THE 5UPPCRTiNG SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT _ X �C) I I I M-I FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR —I REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS 15 REQUIRED OF THE NQ Iii- PROPERTY OWNER WHEN EXCAVATING FOR THE POOL, THE SEAWALL I I-III lC) TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN I I-" cn Pool / VAR�ES (SEE PLAN) ' r• THE EXCAVATION, NOTIFY THE ENGINEER FOR INSTRUCTIONS. BOTOM i 12-THE CONTRACTOR 5H4LL BACKFILL THE POOL SHELL WITH CAUTION. THE I� PLUM{'3iNG SHALL NOT BE D15TUR3ED. BACiKFILL SHALL BE ACCOMPLISHED 4' coNC. SL WITH III—III=1 1- WITH CLEAN 5ANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED -III=1 I I- WATER LEVEL WIA x WIA W.W. ESH IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO W % OF I I 1=1'' S TAI (BY OTHERS THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE - X ,_j GRADE PATIO SHALL BE PLACED IN A SIMILAR MANNER ~� (A) RISER HEIGHT MUST B 13-WHERE PAT{05 ARE INDICATED BY OTHERS. THE PATIO DESIGG NOTES E UNIFORM I I I '„ (0) t 2" FROM THE UNIFORM RISER HEIGHT ' I I V x V CONC. THICK SHOII,N ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DE516N _ _ (c) CONTRASTING TI T E06E W/ 1 5 CONT. SWI �OUT IDETAIL CON 8 NG LEA EDGE SHALL BE BY OTHERS. I I � - Fes` >i 14-WARNING: TO EMPTY FOOL AFTER CONSTRUCTION FOR REPAIRS OR ANY a WELL COMPACTED FILL OTHER REA50N, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE FOOL MUST BE ELiMXATED TO PREVENT THE POOL FROM FLOATING ° � i FOR THICKNESS L" UPWARD. THE OWNER MUST CONSULT AND FOOL REPAIR CONTRACTOR 3 e �• SEE NOTE NO.I �n 4 '� •A EXPERIENCED (N ELIMiNATiNG UPLIFT PRESSURES. �F�o i •3 1940.C.EAGN 15- TH15 PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER IT IS WA Y SIpES NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE _ , WRITTEN PEF;V6510N OF THE DESIGN ENGINEER AND TO THE BEST OF -�-a - WATER LEVEL /-' STEEL TEXT FO}�1 z OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED IN COMPLIANCE WITH THE SFBC AND ALL APPLICABLE LOCAL CODES • ° ' AND REGULATIONS. TO PUMP MAIN DORTEX GRATE • / k`�'0 �G�� �� a • i4 POOL OTTOM '6 SQ.IN MiNIMUM AAp 0-1-r -1 C O OPEN AREA C / , 10'-0' M NIMUT'1 a 20'-0' MAXIMUM 3 12 (CJ - 112' C ° O�;EXISTING 4'-0 60 7�F I CA WALL SECTION ot POOL LITE PANEL 2"© SUCTION JUNCTION Tx SWITCH �Q � LINE Q ` BOX .a 6" (MIN) CONCRETE ALL I -t-° 3 '!2 lCU)- ��2' C 1-1i2" o X !2" PIPES AROUND DRAIN SUMP LL 00 GRAVEL SUMP WATER 6< I �� E fR DETAIL Z a z LEVEL o CARTRIDGE FILTER z CGPiNG I � (A GFI / W.P. JUNCTION BOX I A I N D fRA I N [DETAIL (100 SOFT) AN MP SWITCH � RECEPT. i 5PA PUMP p 3 012 (CU)- 1!1' G r— 3 012 (CU)- �1 C 2 N.P. O ::Ev Q ~ OVERHEAD SERVICE AIR RELIEF �- _ SIGNt -.� POLE CaMCTION F GLASS VALVE Q 3/ O TIME CLOCK O 2'� WASTE O u1 3 3 'R0 (CU)- 4' C NON +- CCRR051 VE CONDUIT POOL PUMP SPA LINE O U '3 BARS EACH WAY PUT'1P EXISTING 3 ' 2/0 (N 2' G 2'm 1��i � OL O ERI VOLTS ELECTRICAL [DATA UNDER NICHE LIGHT AT POOL EXISTING E 210 15 WATTS 12 vOLT5 REMOVABLE METER CAN o ( �'I - UNDER WATER NICHE LIGHT AT SPA E- EXISTING PANEL X I I N �� ��I ��I v s z 2 '� 2'0 WASTE LINE EX15TiNG 1 • 6 (GRD) W/200 AMPS CKT5 5ERVE5 C.B. P KW WIRE - COND. L _j (Cu) IN 1/2' C TO C.W.P. CKT-34,36 FOOL PUMP 20 2 2.0 ' 12 - 1/2' C AND 2-5/0 x 10' RODS , T_ _ , a 1.0 H.P. FOOL PUMP 6' APART CK 33 POOL / SPA LIGHT Z0 1 0.1 t2 1/2 C �� � v WITH HAIR AND DRALUN R.M.G. CKT-35, 31 5PA PUMP 20 2 233 = 12 - 1/2' C p LINT STRAINER E L 'E C T R I C A L D I AC:; fRA -� CHECKED : OMF. Q 4 ELECTRICAL NOTES: GRADE DATE : JULY '00 1- ALL ELECTRIC WIRiNG SHALL BE IN ACCORDANCE WITH NEC•NFFA - \ - � > 0- ,. SCALE . SHOIAN 10-1999 -680 JUL, 2 0 2000 © © M JOB NO.: ZK-OV03 VI GROUND WIRE SYSTEMS LOOP WITH ' 8 COOPER WIRE FOR I I I� I A I�AI 2- PROVIDE R .�`'0%0141111111, t1 . ���%0141 i i ii,1. $ + THE FOOL DECK WIRE MESH AND STRUCTURAL STEEL. NOTE: ALL WIRING SHALL BE COPPER THWN y��.'' •` 1 SHEt=T 3- ALL WIRiNG SHALL BE COPPER THWN I Nr-3 Arj RAr1 - II" 2 SHE ET5 •,1a rw` i