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1981 Water & Sanitary Drawing (Box 7 #12)
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I. . .I_ . . . . . . f1. . �. �. 1.�. 1.. -.: .1.1�-. I. I . . 1.. . ,1.. . .1I . ..� .L . :. ..... �. . .. .. .. �. . . II - A-,,4;I'..�I i-".�..1I -I,:I . �.�1.,. .;...i\... .=1,i,!�, ..,., ,,, I.' . -..�1-.'.I. ..I . , . 1.:24- IV`.._I. ,- ...,:- ."�., ..,1� -..: ..7. , 1. . ,1.I. .* ?.I ,, -�.. �. � . -'-'_-.7, �'_..� /.)..... '. .' I..: - ..I . .,,�1'.. �. -,..a� �A..jI=.� .,!., .... .., I1 ... . .,..1 ,. 4.I ,,', 4,.,r,.,-" 3- �.�0� .�F'L�. 'L --�i ;. ,. .- ).-)44,11"7Ii, , . `�� �..ITw - 1--II i sF�AiT1AM t. tI . .. Sea ��a - I i JII II IvI IP II 11 IIIl . . . .. . , Zlctc S T / ' I � . • / �. 1 P. P \ / . 24 a✓ - , . I Z , Lest s• ati't .. . ' O o,, c9 "S '� 2 GAL • 2 r G / / - - _ - .0 i 2;•LOPr. r I.. II. 1 .I.I I� . I. .II . I. 1 1 ��I I � III . . . I .. I I . . I ..L� I: .... .I .%t.. .." I. i?. I M, t^ - "'.: �'� HA j i '.3 �+r.••-+w•...,�»�„iw.wr,. .. ,,.,..•*- . ;aa_<.....•--:r..: ,�_. _ _. 4r.1.96, � SCpTI G T.�MA -.� v. - w- - _ ,r �r.Ab 1. ,,I,_ � 2 - . J i A. St•stem u-i11 � - 1 , C �- be flushed before pressure test with a full i e dig- . f ; x P P ;- t' i - ..4 ., f 1 1- --- i meter opening: All air and dirt must be removed. I O _ i { 1. Minimum velocity for flushing shall be 2. S f, p, s• + _- " - . _ �.7 a f i 2. Instal; a corporation stop on any high spot in pipe to release � • I air. d . . sEE sHT z LOCAT,'` 'SIP f . FOR WAtE R 2 `-rc.e A// 114" .. . _� _ i 3. Notify Engineer for permission to flush. A minimum of 24 - --T - -- f PLANt Ic¢•MJ14 BranCA hours prior notice is required. Only when ample water is _ ' _ -- --- available time will be desi . grated for flushing. _ _ ('�) RlfO�. ;q_L Y'9&VE 6-V EQUIV. I . ' le B. Contractor shall furnish pump and equipment capable of maintaining �4,°tt� C'lasrn/d . VA/YE i average pressure of 150 psi. 1/411 valve will be installed in the i in 4 eE©'o a..r L' C to accept a pressure gauge. P P g t - . . , t .1 - _ - - 1 /, "' I. Contractor must notify Engineer a minimum of 24 hours before ` , final pressure and leakage test is to be made. CE'o�c Je-.try I 2"f' L• r Fc usN ,L//Y/ r 5 i 3 ,.. 2. The Contractor shall perform a preliminary ressure test to de- . • Td BE JIIISTALL ED B6�OxR� FIrPST termine tightness of p g P . a pi a anEfittin s rior o the final pressure . and leaks s. P_ N : ' , ' wr: Ateu �%csret`d.� . ge test sER VEC.� /N tl/�9 TER I'�fA//Y RT .��d �< }: G'LlJ !� �E `.� $ LDfa-r =� i . 4: Pressure will be maintained at 150 si for four 14 t 19T EHlC dF 2" Mniw y4Y- i2EST -- � �' .. P , )hours. �, F .;x F` a•W ,:, s s . . NS. 4 , - £; S7RT/O w c , ' ; _ � - � q+}- y'._ 4i• •'•.9:j' ti• t r i* , qy ^.:'` A ?? r ,, ti► , x :, •�t ri�4N K dot SSu�E 1 ., x'. , l � : ' :.... d ' 4. Total water necessary to maintain pressure must not exceed A«'Vi A I!F RND BALL VALYE i ,;. ., ,.:.,-< ` ----- �, ;, x ,?:.., ,t , 4F._ v'�rsf .trif'i�? 1rt t fug% �a c% C600 Specifications (chart attach i _ r Gc1�LL FLUSH Z !lJ /3 Tfi� /y R /.✓ f. 1' ' : k ,, ,: , � �, ; ' I, )4 . ",F � : � .� � ;; i.. . LU M46 ,14a.m t art! �: e ..;4 l ,_ ` re &w AMI.Pr : _ ' , x v , � � •rr ' '•• ram.: � a. 5 7AN!! f�RLrSS [1 RE .if/1I D /4 /i/!3s 2 �, :. r,:,.f ies will be provided b3 the Contractor to r_}ensure accurately' c ,� 1< .w ,the amount of !�/tL BE" uSE'.c� �-�D �C3AC/C /��.L1S>R! ... . - P.., � . S , 'i r ,►, < Xi o vc ater used. s. ; +.. �t ° I '� 1 t - ; -„ .l F' . SERY!CE .END t1N/T .a /#tsltr• �, ` _ -* <ts` r x , • .' t : . . q a. SY. _ k ..!, "•,(; ' ► �.. ,�i" tom. y. �► • , , K+ a ; i ' ! ,: e► H , 1 , , 't ,fit , Y ' } `';' �i.': 6 t1' t' ' R ! * r �1 'd 1. s' i`: . 6. The leakage allowance shall be based upon th �:> ,� � � : p e nominal length of .•t - t. F .7 , o allowu in shall d 1 0 •arc L I II. _.. . ._I.L�.-.4I_9J. :.aA L �, I _t� I. I � 6.f . v 7 :X' •.. P P e for other fitt a be inclu ed V - _ r,.. t:,: ` ,, ;� .: . 41s ii; , y 4 ,s r ,� r' I . 'L I ��LII� LI , 1_-I L._S,. I7L kI ... . wI _. L.II v.. •. d y x r'M1sY a' d §. x .y• '! '`L Fi, + 'lS •f. -i B • .. { . 9 • p . k ,V r ' r ' _ sue.. • , ' f 4 . .,, •{, .�' C. It is the responsibili' of the Contractor tom l _ l' n eke an repairs necessary r ;. -�_ -.. ,,: c . I t: -X . } �. to complete this test goner satisfactor t t in a m y o he Engineer. r' t s":,& _ .�-; Y. .1 #• . D. Pressure test must be satisfactoril com leted r' t f {` . # ` ` 1 R ; for o d inf ct r : ,'> .• S° . R �-; l Pi y P P i s a ion o.' 1 t:. ,� e ping. y �• tF fi- A. 6. • �_'. Total Leakage Allows $ r, . - •` r -.; at 150 psi 4 hour test/1000' i e _ • sue' `+ l '�'o.�Cl,` . �'�r . . PP ♦ PIPE SIZE -RAI N F I LD :. i 18 LENGTH 20' LENGTH s ;K; x 5 • 500 sa t . � SCri i • . .1 S • • F Y 3 0. 68 i s, + , .L. SI L-MI � �� L:1�, �I� IL II�� ILI 1..I- . ) 1. 12 AA i 1.4 8 1 0 = �' $ _4 ' # 3 • . ,•• , „� dx v , 1 ; 1. 334 , :,: r , i 6 2. 20 . :. ;4A "t- .1 1. 98 T P. . . ; r t-'i ,F s y� u . . Other pen hs f ,• .,• ' a 'k ',`+ " �` fi Y a • . ,� gt of pipe or additional fittings fora 4 hour test can b f' ;: r, x u-ith the following formula: a figured .. ;¢ _ .. , L ND - = 1850 i .. „4 , - I _� . i c- i n A ,4 R s ¢ V :r , - t L - z. :_ e Allotrabl * _ , . . e, 1\ 1\umber of Joints, D - ho:rlinal Pi _ v y: a ; I $Vt, n . P - P. F. 1. pe Di a. ,'" r' .: ` s + �* j' -----, . _._-_-_.. T,. . >;..� • ; ; 4 - .. 4 - �, a T 5-' ` _ - 4 t' , F ;. .:. i e .: A _ :,} ' PIPE SPECIFICATIONS , . 0 3 Nose ,C3 b r . L!/i // I &. ,e egg e!, � a � k - 1. Pi 3" and Smaller . iI e n d's . o f t4 A?- 460Q l`e."p, -ten," " s S e�'1►t� a. PVC - All polyvinyl chloride pipe in these sizes shall have a , ' �iiE: C1� b'fiac�re `send' i e �. -q0;t i0rM_r working pressure ratio= of 200 psi. The pipe shall be SDR-31 .4 _ _- -- and have thickened integral -bells with eiastomsric gaskets. : _ , �..._ -_._ __ __..__... �-_ ___ . _ s 4•. . _ - _. -- _.:_ - _.- _ r_.:_ _. _ The pipe shall be disigned with a two (2) to one (I) safety (� `'�"" . STERILIZATION OF COMPLETED PIPELINE - The Contractor shall ... � ` sterilize all distribution and service mains as o ows: factor over the rated pressure, and comply with A3Z7[ D22i1, Total Pounds of 70°ro Caleiunn Hypgchlorite . Commercial Standard CS256, and NSF requirements for potable ## f t , .1 water. It is the Contractor's rem nsibili to install an ade uat s i (H. T. H. ) Needed to Dose at 200 PPM I Po e am le dint . b. Ductile Iron ?ipe (3'') -shall meet all the requirements for Clor+c• Enatc ar tY Q >1 p at the - - i D.I. pipe as specified for i" and larger pipe. {1-1 : 2. Water Service Tubing 3/4'•. 1". 14/2% 2" 11 a. Copper - All copper tubing shall be rated for 160 psi working pressure or greater for use with compression fittings. Copper tubing shall be Type K, conforming to ASTM US-35, s AWWA 75-CR Specifications. ' b/ Polybutylene - PolAutylene tubing (DR13.5). shall be copper tube size for use with stainless steel liners (inserts) and I ompression fittings. The tubing shall be rated for 160 psi,, at 73.40 F. The .mate shall meet the requirements of "L "", ASTM D-2581 and shall be ripe II Grads I (PE2110). Tubing -1 must have identity markl"s and NSF stamp. : 11 14 11 ♦►4--- 4F-- fa- 1., rA G-11tea• ! Ill �/v A1,& /Ihe*,w en o the line, i. e. a stand pipe with a hose bibb fire hydrants must not be LENGTH OF PIPE IN FEET used as a sample paint. Also, a 3/4" valve must be installed next to inlet ; , To;ap a/4f, YoC' O!�7h9i't/Jr -- gate valve on main, and chlorine must be pumped through entire section of i t� 3 ' 40 ' ' 700' 800' 900' 1000' SIZE IN 100 200 00 0 500 600 j seer: main being tested. Chlorine and water must be added at the same time, for I ; -- c%6 uniform mixing. _ :f 2" • 04 .0$ .12 .16 .20 .23 .27 •31 .35 .38 '`� ! I' l�oufe 4" .16 .31 .47 .62 .78 .94 1.1 1.3 1.4 1.6 i \,� 1. ��►e S.`xco The proper chlorine dose for a minimum of 50 ppm chlorine residual after 24 6 35 , " .71 1.1 1.4 1.8 2.1 2.5 2.8 3.1 3.5 4 . �``. `. hours of retention time should be at least 200 ppm. To determine dosage enter the .•.•ater main diameter and length on attached chart to obtain weight j * (Adjust other approved chlorine compounds on basis of available chlorine of H. H. (calcium Hypochlorite) or other approved chlorine containing chem- ( J PP i� ) 1 • ` Vault .anddissolvedI k tion must be retained in the main for 24 hours. 'Co Cr I syrr. GALLONS OF WATER PER EACH FOOT ♦ 11 - - 11 AA 1 . _ - - - �- -. __-_ I 1. r!S'A;1lF' f �6• S CA/EIf19 T/C -DIA C kP /-3 all Na Scala I a 6oP.s./ .Pi /ieL ✓owe —I-Am a r TYPICAL INSTALLATION AND DIMENSIONS ACCESSORIES: Standard (incfudA with chlarinaw) 2 Cybndw Mlr. Vatwun Pepnlalem 10 - Leal cyliMer gaikelr 1 - Ejae1w dWumer m"mbly 2 . 1.. he" clafmP 1 • fwNeh~ xmdu* 2 Cyll"ar Wrcne# 1 . %&waft iMMrM91rale valve panty 30 - ,h vacuum lybinE 1 - 1" M►T = 1" Ire" ud pler 2 - Vent inseet aersen ' sh4* ry wNEM: 21 pounra \ Also Chlorine cylinder scales /SDO GAL. h/Y.PD— PIVEL/MRT/L' TANK S�ji t 6 /7u NOTES: 40 sTA- lei rE I %r N.+*. 1500 GILL. HYDRO �PNEtI. TANKdiXtE,or EQUIV. NMSF-8 EP , MUST -HAVE 3-3inch PORTS ON BOTTOM: Ar •/. Ve /"ter o rp".W'a .0. oR EOUt i/•rc�rrure 3a P.S/.) ✓. A NOSE"BIS" FOR RAW WATER SAMPLES AND T BEAT. Eft° WATE"A`SAMPLES., CHLORINE ROOM 'CROSS VENTED. - 9" We WELL PUMP 40 GPM' m 40 PSI CHLORINATOR CAPAtf TY 5 S P.D. jull- WWNLacoe3"DPA/N i� Kr/ram, l di9. GtOtl t - Fii/ ♦// Ce//� - VA T/ D ll DATE SCALE APPROVED FILE NO. CONSULTING ENGINEERS >N #TOF A VERO BEACH FLORlD-1•,-„ G U REVISION DATE DESCRIPTION � RS Ps P.