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7 ; <br /> GENERAL SPECIFICATIONS <br /> Lw <br /> �l IZE <br /> SHAPE _ <br /> QFT. AREA gIIr <br /> PERIMETER <br /> EPTH �� <br /> tAGCmtQ , t�a �. , �r5�, TIJ <br /> SAN JOAQUIN LOCAL HEALTH DISTRICT ALLONS POOL 14 L0 3 <br /> 1601 E. Hazelton Ave.-Phone : 466-6781 ^ SPA g-a,u <br /> P.O. Box 2000 Stockton, Ca. 95201 1 TURN TIME pe�r ,N Q <br /> �,t�-1'. 1lR21t9VA,-4 <br /> ! PUMP RATE IS L,i-em, � <br /> � <br /> Ej Approved I+PM <br /> ` Approvedth changes : See Remarks ��- I EXCAVATION <br /> Disapprov ; See Remarks FINISH ELEVATION SET AT SIGHT <br /> Remi._ks NICHES <br /> - BLIGHT 18 X 24 X 36 <br /> D>te O _ ' DRAIN 18 X 18 Z 18 <br /> y <br /> 24 Z 24 X 21 <br /> _. <br /> Approva _ c:" these plans extends oni,, to S IMM <br /> that w i'cn i sTiavrr azd ztescribed Here=-- -- -- <br /> on but does not authorize or approve STEEL <br /> any or deviation of require- a4,�, <br /> ws or local Ordinances. #3 REBAR 12" O,C., EXCEPT TRANSITIONAL <br /> menu 1 <br /> RADII ALTERNATES, & RAMP 0115' BARS 6. OX. <br /> l <br /> 04 REBAR IN BOND REAM. <br /> EXPANSIVE SOILS HEAVY OUNYTE SCHEDULE W/4fIN. 6 SCR. <br /> s <br /> 5-T Qj CC-ru12" BOND BEAM & 5" WALLS. <br /> E NORMAL SOILS 6 SCK. MIX, 12• BOND BEAM & 4" WALL. <br /> ` `►-a � x� N \ j SWINOUT STEPS TO BE 180 BEUM TOP OF TILE. <br /> RADII 1' AT SHALLOW ERN. 61 AT DEEP END. <br /> TOP STEP & BENCHES 8' WIDE. <br /> av <br /> � � \ ROPE ANCHCRS IN TILE LINE <br /> SPA DAIS TO BE TILED ON 3 SIDES MIN. 6" PER SIDE. <br /> V '�a ` �, � 'I"�`R`tCaP GRADE OF DAM TO FINISH 2" BELOW TOP OF TILE. <br /> ELECTRICAL <br /> �a t> <br /> POOL LIGHT 50OW/120-30V, SPA LIGHT 30OW/120-30V <br /> 1. z SS LIGHT NICHE 1W/1• TRAEAD. PVC CONDUIT TO •J" BOK <br /> MVfi' ; xS' 1 ` " ":r �&• MIN. 12" ABOVE WATER LML. #8 COPPER WIRE BONDING STEEL O!' <br /> POOL TO LIGHT, ANT ABOVE GROUND METAL IN 41 RADIUS OF LI <br /> ALL EQUIPMENT. <br /> i. \N Htli; ii.R7tic l' 1 <br /> TIME CLO(:X TO f1LT1!It YUMP & �-ONNEiiTEU I'C �ud:vUir Si5 a*. <br /> 1. gttcv$&tP W.,c,VL 1' LiG6Qe04, .r 'y 1 I]T _ I n " - g OF {CATER. <br /> ' N.vlr" utU' 71N. kac ��0Qn1T ° l e` P• U <br /> 4j TILE & COPING <br /> Iy� <br /> _ I�EFt+F rIr,r_A,2rK <br /> E, <br /> �ODclt+..e4-TCo6Y'� <br /> AACAMLEVERED DECK <br /> TILE C <br /> o TILE DIAN <br /> +.,ZRt� <br /> c..�c <br /> TILE BORDER 2. ON STEPS & SENORES Nh <br /> ROPE ANCHORS IN TILE LINE. BELOW TILE LINE. <br /> SPA DAN 6" TILE ON 3 SIDES.FTNISH ORkDE OF DAM 2" BELOi <br /> i �`af ! w d u Iv of y,k -A` tlars 1� " TOP OF TILE. <br /> DECK SQ. PT. <br /> • �-� ?Y_ G C�l1w =s < PLUMBING & EQUIPMENT Rk P <br /> ecu ; FILTER d <br /> j MFS : Oast 4�SE '�4t i 4 c� ti4 'V t7 5,G2" Sp*" 4th S.S� <br /> i 4 � HEATER ti-Wfr 1- <br /> 1 - <br /> SKIMMERS nr�! l.,n L�'�.L�.' 5PA, L <br /> vAeLM OUTLET IN sKLMstRa <br /> a� <br /> X- , -, FILL LINE 3/4" W/VACUM BREAKER <br /> .m._,_..._.._.. - RETURNS 't'6®L 4 SPn. OnIL. ly>., <br /> � �R-a,(^J+.0 'p-§'.5'�y. �J. r '1�a9'..'yYE4-•�.t*#'�--I --�5--3`Zl+.c� . � <br /> } # u n' ff — PIPE S SUCTION 2•, RETURN 2" PVC SCHED. 40. <br /> s)¢qs«aua la N nw.t s i. w w7 6(y,Ag �t OUT Ngn - <br /> •>.TR^ SCALE 1• = 810" <br /> SPA <br /> ty_� ; ' iulp_�R4-.-- F-ew mss•. �1Pi� }Att VF-nl±_n7 SITd 9 ' X i 0 i. <br /> q�, f' FT. AAE& Co <br /> 'STFkgwSF:v <br /> �"` ' IPO. BETS Or- -1 C 1�O "� <br /> ��_ <br /> r- �— 31r Iry AW TOTAL T L p„ngtr,S7L t�ti 4�CF �t1a E C <br /> 316 • EAM INSTRUCTIONS - <br /> O 4I� VACUM OUTL kT S m ikrA rt- C�p t r �p V �L l� ✓�l D Pte. <br /> N <br /> 1�/[y �74liDUAI. �tsP[ 3�c� 4 RitJ, r �— M13C. INIC. 2L?w <br /> 736 S. CHEROKEE IN. <br /> LODI, CALIF, 95240 <br /> :,EGA:. DISC. LOT PARCEL <br /> PH. LODI 369-161h <br /> RA T �� <br /> C . 368675 STOCKTON 948-9518 <br />