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HomeMy WebLinkAboutBLD-90-340I :. ,�w-v.:�ee.e-+.*a�vr...ars-w+.,•>..».o.+.wa.:+.w�*...,�.,.r.....,�5 .,�..,�,...r.,i, i _ - - < to s.'1 J � ', per-- �=�-r "-i�o � A, M ► �J � M L.Ir�I c� ALL AjZ0 Q'C> LEVEtZ.O REt•iO,/A5LE:_ SiCiMr1E2 gf7X__ .: IGE: -4: GLAZI:C?� `( FLOA►"�1►G ►�tElcz �j - 18 L441-1- .. C30r1p i• " ,, t�Et3R I s' " _ . � E,. .. •_'�•" •�-300.0___. _ e.•.•'. �. �~ _ BAS{GE"(._ £LG6. DL1Dry ,,r.` _ZIGf'1 t�iG►-i E,_ _.irJ .. -�:. - � .:._ GtJ�I"(�• ��--SiLIGA"r'v _�Lp,5�E1Z. •f RO1'1= ►•'1A1� " v2Alli:. _.. AGES: SIS 11„iM�. i..IG1.-4 IJ StJt2� - 1,10T 72" DIA. 21" DIA. 4" 00000®@O ® ® e e I 6" 0000040© ® 0 e e e e �w 0000003@© ® 0 e e e e 0 0000®® O® x 0 1 1 1 0 0 00(3 ®@© o 10 e e 1, A 82„ 0 0 00 (3 a@ O 0 0 e e a 1 ,.; 72" 78,. 000000@®Q0 0!e 11 a.. 000003@ ® 0 e 4 r) o 0000 @ 00 © 00000030@)ef Q 0000®C Q ei ®• e e 4 0 0 0(y) 3@jj� 0 I e e e e LP - 13000 G PIT -1,000 GALLONS L�,ac�tiN.• MECHANICAL NOMENCLATURE OF POOL EQUIPMENT j. HAYWARD MICRO CLEAR _L ' u v DE -4800 AND FILTER MODEL 1 H.P. `PtJNiP, TZ7R�IOVER - 96 Gpm (46323 .;�/" F;S) 2. AUTOMATIC CHLORINATOR ROLA-CHEM. MODELS RC 10036 GPD. GENERAL NOTES 1. POOL TO BE IN COMPLIANCE WITH 105 CMR 435.00. 2. NO DIVING MARD. 3. ALL ELECTRECAL REFERENCES TO BE DESIGNEDAND INSTALLED BY CODES' ED PERSONNEL AND IN ACCORDANCE WITH ALL (NO REFERENCE HEREIN IS INTENDED TO INDICATE CERTIFICATION BY THE DESIGN ENGINEER) 4. ALL PIPE SCHEDULESTOBE PVC SCHEDULE OR COPPER/BRASS (NON -CORROSIVE) 5. POOL WALLS AND FLOOR TO BE A LIGHT COLOR. 6. WATER DEPTH MARKINGS ZU CO`S?LY WITH 105 CMR 435.12 7. WALKWAY ANo DECKS TO M'?i.Y A'ITH 105 CMR 435.13. 8. LADDER/STEPS TO COMPLY kITA 105 CMR 435.14. 9. FIVE FOOT HIGH FENCE WITH SELF-CLOSING, SELF -LATCHING GATE TO SURROUND POOL. 10. ALL SAFEri FEATURES AND E�YUZP.MENTToCOMPLY WITH 105 CMR 435.22 THRU 435.24. 11. TELEPHONE TO BE AVAILABLE =THIN 300 FEET 105 CMR 435.30 OF POOL. 12. TEST KIT ;U BE ON SITE AND :O COMPLY WITH 10 �O lti1GL�,V1; F-iAl�t� UUT ��A1�E�� r �L�yj*1e'ig2. ��� \"AF_ _ ��'A SGAV�'. ,��-1.x'2 .1%�l� � moo=== -- 2v sF'/ocG• _- � � �P�TS A W Y V w x U t7 EG 1L ( B`(. O' gers) - -- 0 4 BOM D BE A1"1 0 'pF_r'Tt4 AS 0 cc :*4,e^ t25 e ": IOM vG. -G LJ ?J I 1:. T , A2STL- .. -=a: �• ._ ,. � /� �\ S'jEEL : 1.15£ � #--gAszS t3A125 C I o'1 G. -\/I!f5 cc � - t►r1TEfzr11'�'•Enl'( L.OGA"�lOtJS... _. -T'I)/p i2 I tJ � 4t2 Ej A I L 0 _ � J METHOD (GUNITE - AIR REPLACEMENT) 2 • Q [: MATERIALS:U iJ AMOUNT OF DELETERIOUS SUBSTANCE SHALL NOT EXCEED THE LIMITS PRESCRI$ED (� IN ASTM C33. PROPORTIONS BY VOLUME SHALL BE (1) ONE PART CEMENT TO 4' PARTS SAND. SAND SHALL CONTAIN NOT LESS THAN 3% NOR MORE THAN 6% ui MOISTURE BY WEIGHT. CEMENT AND SAND SHALL BE MIXED THOROUGHLY IN A POWER MIXER FOR AT LEAST 1' MINUTES. 3 TO 6 GALLONS WATER CONTENT PER ' \ BAG OF CEMENT. 100 FEET �- MINIMUM AIR PRESSURE SHALL BE 45 PSI ON THE GUN TANK WHERE OR LESS OF HOSE IS USED, PRESSURE TO BE INCREASED TO 5 PSI FOR EACH. (n ADDITIONAL 50 FEET. MAXIMUM NOZZLE DIAMETER SHALL BE 1 5/8 INCHES. '✓✓ WATER PRESSURE SHALL BE AT LEAST 15 PSI ABOVE AIR PRESSURE AT THE NOZZLE. FORMS & GROUND WIRES: THE FORMS SHALL BE BUILT SO AS TO PERMIT THE ESCAPE OF AIR AND REBOUND - GROUND WIRES SHALL BE INSTALLED IN SUCH A MANNER THAT THEY ACCURATELY OUTLINE THE FINISHED SURFACE AS INDICATED ON PLANS/OR SPECIFIED BY CHANGE ORDER. THEY SHALL BE LOCATED AT INTERVALS SUFFICIENT TO INSURE PROPER THICKNESS. WIRE SHALL BE STRETCHED TIGHT AND SHALL NOT BE REMOVED PRIOR TO APPLICATION OF FINISHED COAT- PLACEMENT: ALL SURFACES SHALL BE DAMPENED BEFORE APPLICATION AND MATERIAL SHALL NOT BE APPLIED TOA SURFACE ON WHICH FREE WATER EXISTS. MATERIAL THAT REBOUNDS AND DOES NOT FALL CLEAR OF THE MRK SHALL BE MOVED. REBOUND a SHALL NOT BE USED IN ANY PORTION OF THE WORK. N ANY PORTION OF IN PLACE MATERIAL" WHICH SAGS IS SOFT, CONTAINS SAND POCKETS OR SHOWS C!THER EVIDENCE OF BEING DEFECTIVE SHALL BE MOVED AND REPLACED WITH NEW LA MATERIAL. MORTAR BLOCKS, METAL CHAIRS, CLIPS OR SPACERS WITH WIRE TIES SHELL BE USED TO SECURE THE REINFORCEMENT FIRMLY IN POSITION AS SHOWN ON PLANS. % w GUNITE WILL BE APPLIED IN LAYERS 1 TO1 INCHES THICK, THE TOTAL o, :? ? THICKNESS OBTAINED BY SUCCESSIVE PLACEMENTS BEING UP TO 5 INCHES. �� z �:v W ESTABLISH DEFINITE ANS OF CHECKING THE THICKNESS AND MOIST -CURING. Lu MEz v 'y TEST . z am``' • ' Q�°` A COMPRESSIVE STRENGTH TEST OF AIR PLACED CONCRETE SHALL CONSIST OF THREE SPECIMENS (SIZES 6" X 12" OR 152MM X 305MM) CYLINDERS. ONE TEST WILL BE CONDUCTED AT 7 DAYS. THE REMAINING TWO SHALL BE TESTED AT 28 DAYS. ONE SET OF TEST SPECIMENS SHALL BE OBTAINED FOR EACH DAYS WORK FROM NOZZLE PERSON. °C 0 FINISH> a UPON REACHING THICKNESS & SHAPE OUTLINED BY FORMS AND GROUND WIRES, N THE SURFACE SHALL BE RODDED OFF TO TRUE LEVEL ANDGRADE. IOW SPOTS a OR DEPRESSIONS SHALL BE BROUGHT 'ILO PROPER GRADE BY PLACING ADDITIONAL J AIR PLACED MATERIAL. THE SURFACE SHALL BE BROOM FINISHED TO SECURE c� A UNIFORM SURFACE TEXTURE. RODDING AND WORKING WITH A WOOD FLOAT SHALL BE HELD TO A MINIMUM. REBOUND OR ACCUMULATED LOOSE SAND SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 00 Lon Lin Ll ' o 0 0 o 0 x E: j �p�� A CAM O a o�ao DESIGN: 1 m W` DRAWN: I4, A CHECK: FILE #: q o -099 DWNG#: