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Ocean Boulevard 1515 (4) Yw•;ggp,Fw.� f. , ti :. �•.r. ... . . _ of ...:.. .. - , y. 1 rmmim . ! • 5 , pp 'X - 1 !.�„; � q 1 , c ` �i � � , T C 1 �E :. 11 •, �- t7 s. S V r. S ....r - , Na OWUL • Q 4CG'E,SS PRovtDE oaYwme?.01 5 . M E: : EVE 1 uA 1 �� oinEs �.c�sSp,4Z AO s. T T T T T `� oaf. . Ov t aN 1 LE otz it]Y►C? tt�i 4Q DtC�Ib2 EWA E2: a:�F. t�Ea To SHE P' P r E D T � / E a O / E\V� O 1 Dl G 8 /AE MS l X t L 1--t O SE maD cOl. m EG o R:s AS QE u E D . •f 1 �}.F� }\•fir � `, ��'`( - .. p r , o , ;t 1 . . . E v � N W'. TA J �1 LIPT 71 I _ ; . .r 11 , 1 qty L , , 1 A , I' 1 . r } r .l F L I , f , f j t f , • NC 111 • UM E _ 1 M ; X00 H , , a WIT 14 . POOL T D P J D A RO U N , IR E -. U _ , „ R ECS _ - s 1 1•.r 1 1 OC KAPL., B E dATCC�. f - r i , , , 1 - r, - 1. I' r fj i • , , r I. ' r R r •.. 1 I/4� \ J " 3 .. b 7 t Y, 1 1 rX V 1 j , i , r� ! A 1 ,r 9 6 A + ( .. '/• J WNTr-k , R i Ot f q 1� _ I , i y , • I } t r. t . 1 / i- , , ! I I , , r. r' . r 4 i I. , 1 i /A , A � , 9 s r v �G r. 7 �! 1 � r •.k�l A. r , f J r � Q � HL- I , �r. ED r 3- S ..t r � AB PA1 ., . c•, .Mr H' 1 e •� 1 �p 1.... ... .. .. 1• 1 I� r' r , i -rtl r , t� r V ED i - r ... .. � r. IAN B EACH 6 GITY T 2 l� f ,r• 1 , S"( s " 1 ' ARK f1E� c �c i ON a e.. 1. ..�,. , „ K: i' o 1 �i 9 �;�Ul �? EGHEDULE b :r , , r , ' A •�d d ri - tiF fi 'r ( .•� y � J f.� d.'fid SWIMM N F R T� S M I G P(�4 L t 0 ' A r , r k r k S� .r 1 r r r ,6 f , , , , a' r , M f3 4 �y 5•"�7 l �• _n t ' _ > 't - AL r V 1.. 1: 1 " f'rt �,• r ' • r, Y' I , 1 x 1 r f qLAM h V �t r� f.. r^' 7� ^w' 3 ✓ i ,� 4 T' t 4. v l d 7 rL .T 1 ^� 9' R L r , K i FF. A 1L _ 4 - •5J � dd •'Ji L }rvY. rtF �W �t • NOTES: 8„ f __ _ 8•• 8 • SSE LL1,NS 8 : 1 . GUNITE MIXTURE: USE 42 PARTS OF CLEAN WASHED SAND.TO ONE (1 ) PART OF PORTLAND CEMENT, TYPE 1 . MAX. WATER 3% GAL./SACK. LLJ . ♦ j i 4 ; • j 2. ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 P. S. I. IN 28 DAYS. 3. ALL REINF. BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, CONFORMING TO A. S.T. M. SPEC. A-15 FOR QUALITY AND SPEC. 30-S FOR 3 � SES uojE � - • - i -� • � DEFORMATION: SPACING AS INDICATED IN DETAILS r ` AND SECTIONS. 4. FOR INSTALLATION OF MECHINICAL AND DECK EQUIP- M�lt�l DRb\t•1 MQ1N DR4\ 1•l MENT, SEE MANUFACTURER'S INSTALLATION MANUAL AND DETAILS. S. #30 BARS 9 12" 0.C. EA./"WAY ON FLOOR AN D THROUGH- @)OUT THE POOL, h,00M0yQ.L#3� VERTICAL BARS 12" 0. C. , STARTING 24" BELOW TOP OF BOND BEAM DOWN P ; O OL E L 1 O N T � 1� THROUGH COVE AND LAP 20" MIN. INTO FLOOR AREA IN - -'I \ � � EXCESS OF 6'-0" DEPTH. N . T , s , 6. THIS POOL IS NOT DESIGNED FOR HYDROSTATIC UP- LIFT PRESSURES. W 7. POOL AREA MUST BE FENCED AS PRESCRIBED BY LAW. 0 BY OWNER. O .8 9 8. ALL LANDSCAPING AND PLANTING BY OWNER. j I L _ 9. APPROACH ACCESS PROVIDED BY OWNER. ' � S t F_ 34.6 so 3 w , oLO 30 LO 1 NIL IL Val bo TYPIcN p � PiNc� L. &Yo- Nv �_ - - 3: 11.6 50 u- cr 1p I7,3 2 dC 314. RETURN UWE to o w SKIMMER LINE w dat � i --�- � M 41 N DR L1►1 N :E = wasTE LIVE. Q 13 � 30 0 0 F- 8.b 2 • z H,R PUMP Pl"LFoRMawoF " 'Zve. CFLow �N • p u M. p SELF F RI M I wC1 � SUCT► 01.1 11/4" , Vscw MLc. E I q.3 ro KAo ORA N, M s%wrLE PI�AsE I�z H.P. I H.P "�" P 34°50 R,P, M. FIR1 �2 H.R FILT & wZz ! --Aa►`. ' PER MIDI. ,@ `� 7 FT. QF I S&O Pool �'uR�►ov �R R4� E � "a c�AL . PER. -IouIZ © o to 40 do so 100 Ito 14o L4 . s . c,AL . PER mu Isis o� Z. )vj u es a ea 2 3'/4" - 3/4" 6Y654LL WALL [NLFT . SWIMQUIP N4 _- rr� ---------- 1q,To 36" y �_ e •n h" CARRIAGE BOLT (TYPICAL) UE 4 7/9111 _ 1�4" Q ig1l� I 1— u e WHITE NE0PRI-NI- c1A. 4DIA. r �- !° I 1.13/8" SPECIAL * 1 _) WASHER (TYP) A _ _ 5/8° _ _ 1` OPENING -- IQB i8 I •�STEEI_ WASHER I` ti I � 1 I (TYP) DIA. p1A. 40 EPMAY'. 3/4" I BODY `p-Acii LATE e 7 Il E PLASTIC SNAP-ON CAP �I '1SCU-WS POOL �-t,TYPICA WALL • •'4 I N /a^ T, �I %&STER D� I-+ 4�1 SH FLAT WASHER (TYP) COL LOCK NUT(TYP) I r 9 D JO NT _ •�+I + • CbNCI?ET6 TILE G¢C)UT CONCQ`"TE TILE G¢Cri-17E - I Oi i IWS&QT NOZZLES SKIMEfL M _ ImE- 5KI1v1ME¢ TILE --�- -_ EYEBALL INLET FITTING �� o .Q a C v V n 5/8" 0 TRIANGLE ANCHOR JIG ASSEMBLY ' MODES. A 6 C D E ` B ���aaLTAR c�e�a_RaI�., / ASB-4'0.3 4' 16" 12" 2" 9" SWIMQUIP NR34j'1- DETLIL—A DC-TAIL-5 ASB6'03 6' 23" 24" 6" 10'h" . ...-_.._ t" VC-¢Tlcph 6DJU-5 KAUNT Cr- I" � n1 , - _ 174---_ m 4 ASB-8'O-3 8' 38" 24" VIDE O.D x .049 wall cov M T c a 9�L ° DIVING BOARD- F. — Tvv��3o4 tiY. STt~. MISALIGNMENT_ _S9n° 73 � A J1 M ,7 812. ANGMOR i8 �TYR> �� DECIL 4 I •I :, \ \ W.L. O C DECK .TOP OF BOND BEAM I I 6x6"TILE 9 I m 4-O MIN, _ �OL J INT- ❑ (TO JUNCTI N 1 l; _ a I �— 1p4, �, °,• .,.o.� ~,D WATR LEVEL .i i� ,/ / /� • � i91 • a B u � � z 0' I IIx sa Y I I I In o• t / OPEN 1 N C•; r i I P07rING CoDUMP GRO �0 caNce�TE— v ( i, 1 _ !9"— ►— RECESSED STEPS €cQ LI r`e - 1 1 4 p I TO PUMP -SUCTION _ __ PPL . . d i LP.5. CQNNGCTIONS _ 1 4:. I QAIN LINE-----+rl I III a 9'VIA. ivf 1 n I ° f 4- ���� STEEL BARS o S „ I AR011NP. LIGHT w11GNE 9u I EACH WA,-(T ,) --Lid 1 --L _ -- a O, 9"6 U-3 BEAM SKIMMER q 1 I • 1 GRAB RAILS INSTALLATION UNDERWATER LIGHT EIN15L•IED - a POOL FLOOR 6" DIA. — a fzA1L -- STAIN. STL. 1.90 PIA. k .044 WALL i3/till - I • FRAME r �'" `"I%•'"""� s CAP SUCTION •SINE I I WEDGE ANCHOR•-- SWIMQUIP* A02.L POR pRE$SURE TEST, ESCUTCI-IEO1�1— SWIMQUIP"4510 -- - ALLEN SET Si EW AMEN SET SCREW I11 I I i , „ I Ih 4 -- SUCTION CYCOLAC SUMP BODY !'/2" LRS. WYDROSTATIC REL16F VALVE SWIMCaUIP N2100468 `� n)):7P r,.��n, \1 4" WATEZ LEVEL ' annr \SIIaO ra itKIP, Ph"I.PS. COLLECTION TUBE I � 3O, o SWIMQUIP N4 7017-57 { i8 x18 x`1Q GRAV6L SUMP _ RUN 8"x8" DRAILIS TO ALL r WET SPOTS-GILL WITW 314" f � 0 0• GQAV6L. "' -. MATERIAL SPECIFICATIONS Q I, Bross body, siairlieu steel working parts, tough siliconer"y u66er�diaphh m and disc. 4 5'1 BACKFLOW PERVENTER r i / i RD. MAIN OUTLET HAND ' RAIL STE_ S WATTS ' *.8 *G Htlpt ELUNMit4T 111111111XVICK