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01-0700-003 .." • a : :- - REVISIONS BY GENERAL NOTES. • " - • V V • • V •1• •." JVJ 1- ALL FLOOR5 AND WALLS OF POOL TO BE PLACED CONCRETE " • A 28 DAY MINIMUM COMPRE551VE STRENGTH OF 2500 P51. ' 2- ALL REINFORCING STEEL TO CONFORM TO A5TM 615 GRADE 60. • ••• 34'-0' 3- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL VARIES 21'-0' 11-0' ,VARIES PROVIDE DIFFERENT WITH LOGO PRINTED - COLOR TILE NON-SLIP 1'-8' 4- FILTER BACKWASH SHALL COMPLY WITH CHAPTER 50 OF THE SFBC. SEE PLAN WATER LEVEL SEE PLAN AT SWIMOUt EDGE COPING 5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOILS EXCEPT POOL DATA E EQUIPMENT CLEAN SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE WATER LEVEL SIZE < DEPTH 11' x 34' 3' TO 6' A SAFE BEARING CAPACITY OF 2000 F%. ANY ORGANIC, MARLS, OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION �_ CAPACITY 18,833 GALLONS —III= SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRETY AND THE AREA '�•::•� ' �• in MAX 0 (2)ANTI-VORTEX PERIMETER/AREA 112 LF. / 558 SQ,FT. � III= SHALL BE BACK FILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12' MAIN DRAIN I I=III PUMP POOL - 2 H.PI SPA I HP THICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANIC DUE TO WHATEVER CAUSED, THE POOL SHALL BE REDESIGN FOR PILING. .. POOL BOTTOM = I I��' FILTER CARTRIDGE (175 SQFT.) fo- IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO 6 CONCRETE SLAB ; I I-III-I I-I TILE 6 CHOICE PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING WITH " 3 10' O.C. = I=1 I I=III- •' � 12'X9'X9' SUMP III=III=III- TYPE OF PATIO SLIP RESISTANT � OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER A55UMES EACH WAY GR'A'VEL --m— _� PRE-CAST CONC. OR RUST-FR -I I Iii�I I I- EXIT RAILINGS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURE. Ilia HYDRO VALVE FIBERGLASS MAIN DRAIN III— COPING 0 1- LOCATIONS OF PROPOSED POOL INCLUDING SITE PLAN PREPARATION HAVE BRICK BEEN PREPARED BASED ON THE DATA PROVIDED BY OWNER, OWNER'S AGENT, POOL TURNOVER 4.1 HOUR AND/OR CONTRACTOR, AND MAY NOT HAVE BEEN PREPARED FROM LEGAL AND TYPICAL �O O� �� ^ SPA TURNOVER 0.23 HOUR CERTIFIED SURVEY5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY PRIOR TO ( : ON ANY CONSTRUCTION TO VERIFY ALL DATA FOR PROPER LOCATION OF POOL, INCLUDING `M O DETAIL POOL STAKEOUT, ESTABLISHING LOT LINES, VERIFYING EASEMENT LOCATIONS AND I I I A ENCROACHMENTS, IF ANY. ALL LOT LINES SHALL BE ESTABLISHED PRIOR TO ANY fM N POOL CONSTRUCTION. IF DISCREPANCIES EXIST. ENGINEER SHALL BE NOTIFIED 18,833 GALLONS RECIRCULATED IN 4.1 HOUR , IMMEDIATELY PRIOR TO ANY CONSTRUCTION. 115 GPM 0 1 GPM FILTER RATED 115 SOFT. FILTER AREA Q ALL SUCH VERIFICATIONS SHALL BE PERFORMED BY THE CONTRACTOR u x UNDER THE CONTRACTORS EXPENSE. 2 HP RECIRCULATION PUMP I tug I THE DESIGN ENGINEER A56UMES NO RESPONSIBILITY IN POOL CONSTRUCTION INCLUDING 1 PHASE, 230 V, 61 GPM 50 TDH f POOL STAKEOUT, ESTABLISHING LOT LINES, VERIFYING EASEMENT LOCATIONS !�' 12' I$' pi-�, WATER VARIES(SEE PLAN) ju N AND POOL ENCROACHMENTS. LE�L COPING • 8- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. ;� PAVERS COPS u A MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS INTER.00K BRA REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A PAVERS DE (SEE e ls DISTANCE OF 15 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL 4 III—III-I I WATER LEVEL SHEET-I FOR TEIL) FLOOR AND WALL THICKNESS SCHEDULE Z. =1 I 1=1 11- WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES. GRADE X (�) III-III-I WALL THICKNESS TOP BOTTOM 0 �S- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION N Q I =1 I I=I I --^��---- OF CONSUMER PRODUCTS SAFETY COMMISSION, WD.C. 10-MINIMUM 4'-0' HIGH 15 FENCE RECOMMENDED AROUND ALL POOLS IN PLACED CONCRETE 4' 6' N F THICKNESS UNSCREENED AREAS. Ppp�• FLOOR E BOTTOM it-WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALLS OR BULKHEADS SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD (c) POOL a xs WELL COMPACTED FILL PLACED CONCRETE 6' CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING °° BoTOM� _OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT — 3:e, SEE T�EDU E FULLY CONTAIN THE SOILS BEHIND THEM,THEY SHALL BE REPLACED OR of REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE 3 , Im' O.C.EACH PROPERTY OWNER WHEN EXCAVATING FOR THE POOL, THE SEA WALL M WAY SIDES i TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEAD MEN FALL WITHIN 5TE f=S DETAIL FLOTATION ANALYSIS THE EXCAVATION, NOTIFY THE ENGINEER FOR INSTRUCTIONS. • '~—STEEL TEXT FORM WATER LEVEL ELEVATION 140' 12-THE CONTRACTOR SHALL BACK FILL THE POOL SHELL WITH CAUTION. THE (A) RISER HEIGHT MUST BE UNIFORM OR PLUMBING SHALL NOT BE DISTURBED. BACK FILL SHALL BE ACCOMPLISHED POOL DEPTH 6.0' +•...■s • . � (g) t 2' FROM THE UNIFORM RISER HEIGHT 3 * 10' D.G.EACH WAY LOW POINT POOL LEVEL 8.01 ,, WITH CLEAN SANDS FREE 0.= ORGANIC MATERIALS AND SHALL BE PLACED (C) CONTRASTING TILE AT EDGE IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90 % OF FLOOD CR TERIA THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE a F.G. DEPTH LEVEL 0.0' � PATIO SHALL BE PLACED IN A SIMILAR MANNER & 13-WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DE51GN NOTES TYPICAL� I I W I I L C� r ON LESS HYDROVERTICAL 2.0' SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN 21_31 I I I HYDROSTATIC UPLIFT - 20, � SHALL BE BY OTHERS. , 14-WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY 0 I/ EVEL OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE WATER L V POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING I I Z UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR TO PUMP EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. - A 15- THIS PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER IT IS `_v . NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE cv a MAN DRAIN WITH WRITTEN PERMISSION OF THE DESIGN ENGINEER AND TO THE BEST OF ANTI-VORTEX GRATE � OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED ° ° POOL BOTTOM Ib SQN MINIMUM IN COMPLIANCE WITH THE SFBC AND ALL APPLICABLE LOCAL CODES OPEN AREA 0 AND REGULATIONS. SPA HEAT PUMP SPA PUMP CARTRIDGE FILTER O 110 KW 10'-0' MINIMUM I N.P. (115 SQFt.) W 1 S<I MME R D E T A I L 2o SCTION 20'-0' MAXIMUM 3 92 (CU) i'/2' C LINE b (MN)CONCRETE ALL 41-01 EXI .b AROUND DRAIN SUMP BLOWER U- 00 POOL LITE 200 A I-1/2' a x 12' PIPE C 2 HP 0—j Y: Tx SWITCH PANEL B o w BOX 3 M 6 (CU)- 3/4' C o0 0o AIR RELIEF Z n 3 X12 (CU)- �iy' C GRAVEL SUMP VALVE -1 } O � WATER 3 h0 (CU)- 3�' C _ EXISTING O� MA�'� (� � LINE WASTE 2 H.P. POOL PUMP OL -S z_ LEVEL a 3X12 (CU) /2 C 5L D RAIN DETAIL 11/210 WITH HAIR AND Q COPING © n M �AN cA LINT STRAINER w U GFI / W.P. JUNCTION BOX EXISTING ELECTRICAL DATA ul AND PUMP SWITCH EXISTING 3 ' 2/0 (2) 200 AMPS Z 2 O . � cn RECEPT. I . 6 GRD tHWN (Cu) MAINADISC. EX15TING 200 A PANEL 'B" �' � 210 p � U 3 "12 (CU)- I/2' C 3 X12 (CU)- X1/2' C IN V C NEM 3R CKtS SERVES C.B. P KW WIRE - COND. AN A PANEL 'B' CKT-32, 34 POOL PUMP 20 2 233 " 12 - I/2' C N 210 2'0 WASTE LINE PANEL ' ' O O ME CLOCK O O O 200 AMPS 200 AMPS CKT-31 POOL / SPA LIGHT 20 1 0.1 " 12 - 1/2' C � 3 MO (CU)-3/4- C NON CKT-36, 38 BLOWER 20 2 2.0 # 12 - 1/2' C CORROSIVE CONDUIT POOL PUMP BLOWER SPA HEAT PUMP "3 BARS EACH WAY 2 HP PUMP it KW CKt-31, 39 SPA PUMP 20 2 1.92 +' 12 - 1/2' C g o 2- 300 WATTS 12 VOLTS REMOVABLE EXISTING I • 1/0 (GRD) EXISTING 3 P 2/0 CKT-33,35 HEAT PUMP 30 2 11.0 06 - 3/4' C A UNDER WATER NICHE LIGHT AT POOL (Cu) IN 1/2' C TO C.W.P. -� DRAWN . RMG AND 2-/8 4 x 10 RODS _ 1 •6 GRID THWN (Cu) 15 WAITS 12 VOLTS REMOVABLE 6' APART — IN VC EXISTING PANEL 'B' LOAD = 18:6 KW � UNDER WATER NICHE LIGHT AT SPA NEW ADDED LOAD = 11.95 KW _ } c>_ CHECKED : O.M.F. EXISTING 21/2'C TO 3655 KW / 240v -_ 152.29 AMPS b- F.PL POINT OF N . N CONNECTION TOTAL HOUSE CALCULATIONS DATE : JUNE 01 ELECTRICAL DIAGRAM ODE AS PER F.P.L. RECORDS HIGHEST KW DEMAND = 215 SCALE : SHOWN ELECTRICAL NOTES: 68 KW x 125-(23481 KW F I F INCA D I AC�RAM ,,,, JOB NO.: 01-01699 NEW LOAD ADDED = 11.95 KW I ' tip �'. , I- ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE WITH NEC-NFPA - .•• k.,, • • • '••T.F, � , SWEET ti F ICj 10-999 -60 NEW TOTAL LOAD DEMAND = 5282 KW ELECTRICAL RI 5EIR DI 43RAM ° 2- PROVIDE GROUND WI SYSTEMS WITH �'8 COOPER WIRE FOR 5282 KW / 240 v = 220 AMPS RO D RE tE LOOP OPE NOTE: ALL WIRING SHALL BE COPPER THWN ra # THE POOL DECK WIRE MESH AND STRUCTURAL STEEL. EXISTING SERVICE IS ADEQUATE STATE -OF •~ 3- ALL WIRING SHALL BE COPPER THUN NO CHANGE OF SERVICE IS REQUIRED OF 2 SHEETS l !