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Ii , .',I1.; 11.''r II.I .r.. I ,I,1': .. , .. .t.. ... . ' , ,. r . � I � �,. I.. , , . CORPORATION STOP � .1 r I�r. ... .. . .1,:.-I� r Ir .� rII, I I. . ., 1 II . r � . .r . I I I � I .I1 r I .I- 1 I 1 . . r .� .. 1- � pI .�.� 1-.�I: I.II r.�,... ...1 � I . I .- . . II . 1 _ ! _ T y'r--- . r. r i II .I I I I ry .I II��. . I--� I.. . .. PAVING L-II ,.II _.,.I� ...-I, . � r I ...- , I , ,:�'�II r , ..' .. ,, ,, , _ rI�,� .I'o -�..-Im: I�,I I.- . I � I.- .. .: .. .. 1I 1II �II .�I I r , -_r _ _ r r I . I .I, I I. STA NDARD TAPPED � .� r.r�r . .r �. � . AIR RELEASE VALVE . I 1 . 1I1�I � .r.�I " , MIN.`::.MAIN SIZE �1I ;rI,, 1!I� ,.,"-1 .,.1 ..� 45° TYF .ALL TAPS t 1. - I TEE CLOW F 1225 GLOW F- 3062 0/E _. .I . , . ..��I� II,� ;, . 3/4 TAP 1.1. ,�- . I TAP , . . -- --- '.I i� .:II . �I .. . CROSS: CLOW F-1228, 0/E I �, II I INLET . �. :, . . � � .. '� trC I �, � r. ,-�I,'C 4 .1 .I1. I, .�.-�.. ,t' . . I. �, . I. :I . .I 6C � .. 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I . 1..1 . , . P Q a fJ 'O I 1 ,. ,.I. � �1�r,� .r ,.­ � I.,I � l .I��_.. %- :r - �. . . ,I rr .�.� ItI. 11 11 � .:.V �r I TA �D r, '.` � ::.�co t PPE SER ICE 1 II I I NEV IV N N ' . �6I. I �...I I' r I ,I.- I I - -- � � .�� o -`ocapao aao 0 ?.c�oOp. O0000p Oaoca. 7. � r, �-I. �-��I '� � I. .;11 , .:.':: .,' ' .I. •, .:. ', �:•: `'. ..,: . - .. - _ . ' , , .. r I �I, � . I-.'.' : ♦ �. .-'..: : , .. . , .. I I, 1 I ., ,, .' - 1I r. I � - - - I r I I . .1 I .. � �c 4�00 U t0 Oho pr'- 8" WAL L ' 1.'�5:1 , 3/411 DRAIN VALVE CRUSHED STONE Y. • . n I i �I. .. J7 ' O p 4 O OGd � - I, -. rl J � 6" 1n pI v�C o GOo , ' P O O o o a e . I - I o I , , 1, �, , ,, , , - : . , ,: J . I - . I , . . . - I � I , ..'' I . _ • � 1, I � . . 2"TEE I _ . I I � . . . I I .. I , . . - . I I I � I I .., UN ION . . I . . . . -� aO. tEI ,IT �- r.I I : . I - - I .. . I . � , . � . . . . .. ,. 4I .t 1II .� . � ­� 1 4. L;I 'STANDARD PLUG -.V.. -> _ . . GLOW F-I 035, O/E ' STANDARD TAPPED - , - r :. .' ` . , - ., 1 I . .­1II.. PLUG GLOW :.F�1054, O/E III . :I !I - II , , . 4' 0" . , FITTINGS ' CLOW , O/E . .1 5/4. TMRU 2, RIC I D � SERVICE . CONNECTTION .� � TYPICAL I CONNECTIONS %Y'1�11/r . 1 _ %-�% v %s✓l/s/%F11 } ... . ., ,' • ":.' " , ,. .(I� - .. Io... Ir . , - . -- . . 'n d 611 TYp ' 6• ;n r%%_-^-/1%-i%7I a'• . n; ,p / : o. TYP VALVE BOX TOP SECTION . . . „ -: . . .1 I - MAX. DISTANCE OF:,PAY .-/. III�I .� ,"� I. �1�- .I. - _ _ COVER VALVE. BOX I 2" PI PE :' . •. ITEM FOR SERVICE .,I fI� PROVIDE CONCRETE .COLLAR - C LOW F 2 493 0/E GATE VALVE I IN UNP VED AREAS * .. , z 1 �. (:NO PAY ITEM) _ . 4. I.�II /II METER PAV I N G . - ,. NOT INCLUDED _ /� lF o :. o e- �.I�. I . I .I ..I I :.1=-- 1 ..rI. . 411 .p p i e'"' . STANDARD BLOW OFF INSTALLATION f� LINE III/ i-'-�= LOAD C11 . r u.i, Sul - - - �I . .. .I II .I� .-, �r . CURB .. . STOP- .. - ' . .I �. Z �4. ' COW. OR C-I. ADJUSTABLE VALVE ' MUhLLER A-24027 OR APPROVED . I METER .BOX T SE VALVE. & BOX BOX CL"OW MOD: 2454, 0/E EQUAL, 3 WAY COUNTER - CLOCKWISE II . I . . PLUMB,WITH BOX OPENING, SIZE s11 WITH 4:1/4'1► � � �. . CENTERED ON VALVE. I. . VALVE OPENING, MECH. JOINT PAINTED ._ ; .: . I STA DARD' ETER3QX INSTALLATION I M. .p� BOX ;SHALL NOT REST ON VALVE RED. AMERICAN STANDARD THREAD. . , . RAFFIC YP T T E . 19, .7 I . + . I . ., �.I .. W • i/211PU 4 MPER NOZZLE . . ,.. . .. . J . ACES STR F EET „ i / MO I • . zIl N OZ LESS -- ,,, . ,. , , " . .I ..u., . . 1 a BREAKABLE CONNECTION'S I 11. CRE I -6 CON TE '-• . . l� - :. . t . . � pI.�. . - I. �;. 6 n: . 0 o 411 s,a a I.� 1.� I I ..I� I I , I' '< 1 r '` "t �', ,. ; . ,t . .I . .1-.II : 11.I.I I. 1• . I ,. I1!. I . . TYPICAL VALVE SE T1" I NC VARiEs CI V E X ,'; , , I: '{ , . ,•, ;, . , . , . I MIN. • , , : . - . . . . GATE -,. I . � � � I� I IIII "P . o9w o m II. I� .1 - . -I II.. I­�1 .. .. i • . •, _ .. c 6 C. F POR a 0�S 1..-^_- IN -;*''s: ,<: '.:.' .'., a; ..: ,., ,_ ': `. •, '; .":_ - ,: - .' .. . . ..:'.... - ',: - - .- A ( DR N ...,.-''.�--- off' p 4 Jc - -- I. - ., .I� � � . A! n� - A :. ,; ,, . , , :. , . ,. �,.. I. , I. .. - ' .. .� �I .. II 1I' . _ ;, CO C E E N R T , ANGHO:: r , ,.: . , : .. .. ! . .. ... , Ia. I I .I. �I:1 . .o . ` . 3 0 VARIES .II� . Ir II -, . , . , . .. ., 1- . . .... . .: , �.. - . . . . :! s-srt tJ : - . I I I1 1II�I I� . �I. .1.� . r ... �1� 1,I , , , ,,. ,. II :.�% '.I�-1.� , I . .II . I -- . .. , ., , .II 1..,,I� , .. . I . 1I I . 1. , , ..I� II.11 1. I. ,. : -.. . , . ..:. ' :, ,. . ... , �.. .. II�II I �.II1 I . - , , 1 J I.I 1 1i + t , ,:. ; -I , , T F S ANpARI IRE ` :i�YDF�AN1" INSTALLATION . ,. , ,, . _ �.. I I- ..I 1. :I - . ; ' �I,. • - , ' s , - .,.. .-.I1. f I I ,I. II II I .� : .4 .a. . a. .' r .. - p� II II } .. ,.I .. I. .I �.. -II . , ., , Iw" i -; : , . _ '�r 1 . , : ' .:, .... ...... . ...... .. -. 5 ... ., . ,,- Af .G.E,, SIJEPRLJ . SER i - : „y h.. .',fit ,.. ... s., ..4 r,r•.: { ,. V :, _..SF.,..unc.i,...a;:a�..c.sa a.,z.,rl..,_,.. ..,... :_r__., .k,»:.._:.,.,__ ,.;'�_.t ,. 11I.. �-.. M,...III a.1.I "" O. . -�. m,Iumq- 1 r 1" 1 J .. J J I I ;, t ,:•: _ : _. .. . -I -�II NOTE: CONC. THRUST B,nOCKS ARE TO BE PLACED ON LINES LARGER THAN 3. DIMENSIONS BASED ON 100 P.S.I. STATIC WATER PRESSURE 81 A.WW.A. RATED WATER HAMMER. BLOCKING TO BEAR ON UNDISTURBED SOIL. EXTREME CARE SHALL BE TAKEN TO PROTECT CAPS 81 BOLTS FROM ANCHOR CONC. rL X TEE 241MIN.-12"Ek LARGER PIPE 18' MIN.-10" 81 SMALLER PIPE 5. C SECTION X - X CROSS PLAN VIEW SECTION VIEW H A T %J I PLU G TABLE OF DIMENSIONS BEND REVISION I 1/4 BENDS 1/8 BENDS 1/16 BENDS . TE ES I I - PLUGS TY PE SIZE I _ _ I -- A B' A B A B AI B C D . 3" 8" 1011 611 811 311 811 .811 8If III, Id, 1511 -J 0 11 4 If 8 11 10 II 6 If 8 n •3 I1 8 11 8 11 $ to 11 15 r-•1 (n H 611 8If 1 011 611 811 sl 8II 811 811 1011 1511 � T. 811 12, I „" 8" (CJoil 511 941 ^It 1�' 12" 2011 w 10" 16" 14" 1 0" I'211 611 10 11 11It L411 W 251f M O - >a O 11 12 II 19 II 16 II 12 11 14 " 8 I1 I I II 14 . 11 16 11 16 11 30 1411 23If 1811 14' 16" I0" 12' 16' 18" I8' - 3_411 1611 261t Loll 1611 181f I (11 1311 I dl 201f 20" T38" - � ' 31 16' A1011 911 ^ 1011 611 8II I�1 011 (�11 1011 2111 ^•� 0 If 4. 11 16 11 10 II 9 II I 0 II 6 I1 8• 11 l o_ I) 12 _ II 10 11 21 HI cn 11 6 II 16 11 10 �It 9 If 10 II 6 . I1� 8 , II 10 II 12 I 11 1-0 11 21 0 n: II 8 11 22 it 13 11 1.2 II 13 II 8 11 10 � 11 13 _ _ 11 16 If 12 II 29 w 11 10 II 26 11 17 U 14 II 1 ? - loll 10 II 13 II f 6 II 20_ 11 14 � II 36 >- 0 12" 29" 21If I6" 21" I I" 18" I &I 24" I G` 41" !- 0 , 14' 35" Z4" 1 911 . 24" - 12' 20" 221I � 11L18 48t' 1611 ..yell, 27u 2111 2711 12' 24 2&" 0" 5411 # STANDARD NDARD THRUST BLOCKS r a I* D 1 W l., > f� �. P &K� •K la C � a,R- I � L L . L '�` 'IY�� T 4... " 11 t , a. - lih.CONSULTING ENGINEERS ., :. 2186ARiI AVE. 'NORTH F_ N N WINTER P Af?K FL. ' 32765 \ 2" - I� c3 a ✓Clsi i r C_ N✓�. � D �' 1 L Y _ ___ __ �1 :: /k` 8 !o Y 1 I� l T R. DALE �z.� kC o, � NO. • 1 STANDARD TYPE SHOWING DROP .INLET STRUCTURE FOUR PIPE SECTION VIEW u' ao ' ' ' _ a.7771 SHALLOW TYPE (2' TO 4" DEEPS ` HREE PIPE SECTION VIEW PAVEMENT. AREAS' ?S.I. CONCRETE---1, 5 (P .13" O.C.---'' %C H SWAY- ' E PLAN FOR _ACEMENT) $!! 5 11 GROUT COLLAR IN UNPAVED AREAS f 18" MAX. Bit -ADJUST TQ GRADE WITH 8F71CK AND OR MORTOR I • o !4 -J, it Rr P A 71; 'V1 'o, ItA. 3 J", v, % IR V,,F; I 'It' ol K, yi� 0 RR _7117r W A, Ir I 4i t t 1— ERTICAL,,TRENCH t 7777 A 'i f; F—NQ NDARQV CQNCRETE, 3, L, 0 P I Ohl %I -'TREN.C., A j 6K 41, AILS M�­�`P �;,MANHO _,E T '15 JoEl 7T 4 YPE, 8 T `R-_ N 1,771v M R k P P fL b"I . , - P�' N 4, �2- V.: r_,Z):`v` V; iM 4tN i��AME �.E� THIR -PIPE ME PT, Y, P. A It, 'R EN -'e A1,9z Pa'; 3.7,Y-`�*-Jr­ m TE AI: F T H .4 FR( , T X, 'y ii�A PF I N P - LE W Y,� MIN-. 'PI D0,Q8LE.:'-,WYE ID *WITH, I.Q. J UIREE BRA NCH". Tis k P1 RE. ENCASF 1,14 mum IT, FRAME DINQ� WHf- -ORM,:p' A '9, BEV, El 0 AL.' M IN RiTGONNECTING R­`��QJ�ASS ;�A VHERIE P�` 0 .140v.�:41FRVICE E��N �EXISTI Elk THE RJ R Eff, E 0 BY,,,�' tj I., i 8 A T_ L'AT.ERALS',. 4 VAA t'. 45P J, d 457 BEND-,- UNDISTURBF STAKE �D E RTH- Ire 4 DEEPI 'PE ...FOUNDATION 7TY, -1,2. DEEPY SHALLOW TYPE." � E D E V'R' IZ STANDARD', (4 STANDARD. TYPE 'SHOWING (2' TO OPINLET STRUCTURE 77 �`7 BRANCH ENTBIG­. OR CONCENT 1C -CORBEL :DR CCENTRIC: CORBEL PLUG WYE 7�— d .,%IN.IM,UM TYPICAL SE.RVICE CONJNECTION. E�,.-VYE S N%_ ION -�,,XME Wo , _ f V ,,.r T -PIPE SEl W11 TIT, -E�, SF 7`11'RE W SIN �,L _RVICE v BRA -NCH LffERAL, -DEER TYPE 8 PIPE," SE.C., FQ_VR PIPE, �ECTION VIEW THRE,E PIPE SECTIQN YIEW S 0 P. rz.: . 1/4'�L PER- FOOT M. MINI kuk f W YE uQ t1i I E,e U, H '4 7- Ao STAKE 10 7 B 'AN H", 4A PLUG 8 1 N'Q L S�; WY K V. 1A - LE� MMIML Oy SE j6RT EM" .0 T4. J, v 'lip t WYE$ 45Q FROM N", C . F,1 -B R 95 jN ANCH' U NOTE_ TU RN AIN RIAR ZON A�r.,, _n�YED "M T j j, �4_ " �_ , .- ­ j 9 � " t" It' , , A T FIN QRADE�, PAV -HORI-, M_ EA\ 'SH LOW TYPE NN"% ION A 2 -0 8 C PICAL "SERVICE Go Mi AL PAVE MENT UTJ',CO1 .4 ............ QUARE:---j --------- -- L CONCRJE ':Rs 4A^. Il- V,1� 7 .'"r t j E MAX v "AC R, WAY 0 CLOW Ar- N FOR ADOUST t 'PLACEME F 77 4-$EE, MA NTY TQ, GRAD URILL.,iFTAP, AND MIN. K 3000 p $.1 22 CONCRETE' AND OR EAST N 1JQWITH B( LtK MORTOR ENCA SEMENT 4/1Z A 4A BRA H 4 Wy j PAYMENT" ­71 �77_ 01 STR.=,UR 75 01 4or--PLUG V lo - 4 BRICK 4 A 0., MIN A 4, 4 A, 4 Z. 4 oo;, t DAM -ju C ICK qNCCRAD tV4 VARIES -0 MIN. LAA. I'l I't DIST. v MIN 'It TYPICAL, 'CL�EANOUT`r STRUCTURE OVER tg', 81 FIN. GRADE. o�, 't -1 PROVIDE GROUT COLLAR PAVEMENT ol 77-7- 01 AREA IN UNPAVED AREA 4"i -e t -0 't .411 Al 4 4 4 4 .... .... 1/2 G.V. t, t T-;k FIK 1311 WALL ?W�OR Ll� Ufo MIN O"MIN. V 4' ER� 1_'___APC0 400 �,FWAGV tt t. E, VA t, 77 12V E W/1/4 ORIFICE�, 3/4" OV. GV. oro­b' 0; -9. P-4. �I` tt 2.,GALV PIPE, ? 0. c *4 0;, a F 77_ 0 6 2 AJ 4 '0 t t t:,; PAR9 SIAN Z 7 1, lit 'FOR + T 7 0, E ;�MAIN Q' t �j 'y 4, Y L 6-4; E 0 -ME ��'24� DIA �:1111CONGREI 'b 0,1 �011 T, 'ASE NT T -RA r 1 ` 0771-� V, JE LYE IN TA t 'EN RE 4' 5�TA -ION. -qIN�ER� BY�%Tfj AIJR LLAT -T' -131 -,1� .0'. F,§j.`,AQP[LT, .0 CRET I -oil 4 'K NOT F,' AQ 9 A�� T.4, j �AT y"' MOM D .9 �Y i i A Y % j �fv Ftr.,r 7 i;l il 1 4 ty 1�-- 1 1., - - 4- j; I i �t 'I- W�;, Ail -A -41 H 'P WR N.,'T A R� K4 F, 1. `,'.J Z ­4 ...... 44-i Q _; 4t, i 4f, N, , , L " " II -,, r- -.vi- ,,, I: , �, R� Y. 'L -": , �:�" ;� : � '_`�- J-11 V_ ft�z,_ A 7 �4 y, 4,Aof,! g� `e k gn 3- -ti� 4 It t,,�4-00 -ew,4vZ1 S �,W 44, f;a Id 11 M 46" Y10 , 1 'p :vv T ItNl 1.4 v,,r�ft, .1Z A. .. ... m Ei d fly MAtN, �.- covi5" To 60 !�C'ALL.,,' .PRE'C�•t�rT" - . CA �:.,'hYt:�; R' !v�p� - c'aCa{-{ Nita N,4►-t : Cnf" IN yC rr"(GN'C ' : "x��t" WITH V�vuL,r. Wf '„ rtlfcx 6re5L. -5'UTT r 1-11ht1€�E,At�tC7 TYPE cbrr, 7'Dl�, r one !Pr ecoF Lrrr MAt >Lc rr mH CO�.il`t7" - rrtK.L A%� f r.Ati �_wr 'B:Rav(s. SINGLE LE4 o :4 4,; PRESSURE GUAGE S,§" DIA.900`6 0° . ASHCROFT TYP IOOO 0/E OLEkW FLG. CHECK VALVE o .PRECAST REINFORCED UC. WET WELL PER A.S.M. 478 W WATERTIGHT110. NQ' iNTS,PRECAST OPENINGS. AT INSIDE. W/2 COATS KOP- RS BITUMASTIC 300M O/E, A HALL pE=•'CERKA INE Ulotz en Co 138tt43 "A 9'r ro 5 Ip .. Qp of Film" t 411NON-LUB PW6 VALVE W/BOX 7'F•tE .coNT�Acrop. s weT `aE��h'l Hle:, { WA7 ER � A(3G� �1t 1lJ. 1 G?Y ; CpMfr FLOTATION WHUN 4(",A`S"IGl-i 15 EMPTY, i i •r A e MASONRY 4 6.MOTORS SHALL BE `j. HPt 1-1. �RPMj4_7`/4 VOLT, 3 PHA$E OPENING � t - .•- „ - 7.,SUBMIT COMPLETE SHOP DRAWINGS P RleI RI+MANEE CURVE8 - TO ENGINEER. •. N S- N ! M 1 H Ir MPr TAr{o WiLL f3 P,eOl'-( al ffeo PUMFIMC" 7'C�, �>Cf�a"f; v CITE FQRiA5 MAIN WMEN-- j.:"WON- CLC)66a1N6a "' M671-1 FreE'5r5 ` 4x;5c - o6j7—_ -5 JW cht S H14L:.L. AS, •5NO tn/N I N T'H ;'_ �H,EC X VA:rVC . eox Air :. GONNECTL:C7 To D V k'f�'IC3JNC , Cc�l�tr' L. �eL, A Nr,5 ` VIA coM.77�'oL_ qA BG l? «/4 " RICC�IL� CDNC_t_t1r N' E . M; �k, ��. ; 3, THE t�Nr,Fr0,Ls 7 _ T'� ��N. M+- `t"° � i� ' FAT W/Ind THE= P41 vvJ• ' 5tt-,:"Ctmrr. PLAN Y i .'i Y v ll r 1 0. x- ';i� Li p��^. k i.. C` y „ r t .� ,. >ti .,. , l 1 EIYV11VEEf�S TYPICAL Ss, �ON� J��7' fir. TION L ',y ,i - i 4 _ {.. 'A h - n r: y; P _ 85 PARK AVE N 7 _ jo �w�Nr f P,�Rx �c. :��re/ .� NO 1 NE 'r _ rs :, a :<, N(q R Eg —� Ofr1., ,NO ..l •i L.e..je.,,!'+'- 11 , -. _ „ >. .... ,. ,i. l: ..a.. _.. -.,.. :. a. .,• .. t ... , .4'. ...—. l" �. .! ..i i. ?. Py. '. 2. Sr ,4 is f x 5� t• •1 i f- ,]� i r r, a• , .. ; ... .. ,. ,,.. , ... Y. r '.. .. .. .. M J a 7' .. r .. -. .. ,y,.• vi. 3.' r. J. "F ='> C�. N , ,. � r Ji -.,.. / 1 . ::. .. ,. _ � .� :. Fly . a :: ._ • 1 .. .. 1 f-.- A e MASONRY 4 6.MOTORS SHALL BE `j. HPt 1-1. �RPMj4_7`/4 VOLT, 3 PHA$E OPENING � t - .•- „ - 7.,SUBMIT COMPLETE SHOP DRAWINGS P RleI RI+MANEE CURVE8 - TO ENGINEER. •. N S- N ! M 1 H Ir MPr TAr{o WiLL f3 P,eOl'-( al ffeo PUMFIMC" 7'C�, �>Cf�a"f; v CITE FQRiA5 MAIN WMEN-- j.:"WON- CLC)66a1N6a "' M671-1 FreE'5r5 ` 4x;5c - o6j7—_ -5 JW cht S H14L:.L. AS, •5NO tn/N I N T'H ;'_ �H,EC X VA:rVC . eox Air :. GONNECTL:C7 To D V k'f�'IC3JNC , Cc�l�tr' L. �eL, A Nr,5 ` VIA coM.77�'oL_ qA BG l? «/4 " RICC�IL� CDNC_t_t1r N' E . M; �k, ��. ; 3, THE t�Nr,Fr0,Ls 7 _ T'� ��N. M+- `t"° � i� ' FAT W/Ind THE= P41 vvJ• ' 5tt-,:"Ctmrr. PLAN Y i .'i Y v ll r 1 0. x- ';i� Li p��^. k i.. C` y „ r t .� ,. >ti .,. , l 1 EIYV11VEEf�S TYPICAL Ss, �ON� J��7' fir. TION L ',y ,i - i 4 _ {.. 'A h - n r: y; P _ 85 PARK AVE N 7 _ jo �w�Nr f P,�Rx �c. :��re/ .� NO 1 NE 'r _ rs :, a :<, N(q R Eg —� Ofr1., ,NO ..l •i L.e..je.,,!'+'- 11 , -. _ „ >. .... ,. ,i. l: ..a.. _.. -.,.. :. a. .,• .. t ... , .4'. ...—. l" �. .! ..i i. ?. Py. '. 2. Sr ,4 is f x 5� t• •1 i f- ,]� i r r, a• , .. ; ... .. ,. ,,.. , ... Y. r '.. .. .. .. M J a 7' .. r .. -. .. ,y,.• vi. 3.' r. J. "F ='> C�. N , ,. � r Ji -.,.. / 1 . ::. .. ,. _ � .� :. Fly . a :: ._ • 1 .. .. 1 f-.- 4 DATE O. REVISION, I PLAN U.S, FOUNDRY 221 OR EQUAL 3-4 0 ' �-ITIT2" VI m TYPE "C" I NL E T HA 5- 5" 811� .a AN U.S. FOUNDRY '*222 OR EQUAL' UNDRY �2230(7R EQUAL 9y ® •"A / Te VARIES 21 y VARIES L-0 a A _ 8 TYPE "D" INLET tv STANDARD INLET DETAILS C C D D 3� • 6 u, ly 11/2 ' • "• �� 11/2 V I .% A 1 ter, FRONT VIEW Yil , 1 Fills n 41 611 PLLAN � u 4-4 n II 3, O'll 53/ f ",2 I1 TYPE "E" INLET �A 2 1/2"DIAZARS- 1 � 311 Ql DIA. DIMENSIONS D A 8 C E F 12 2-3 1-2 4-3 I -10 FF 1-0 15 2-G11 4'-911 11 1011 II-211 11 18 1 11 2-9 11 1-3 1 11 5-3 1 11 1-11 1 tl 1-3 11 24 1 11 3-3 1 11 1-4 1 11 6-3 i U 2-0 1 11 1-4 30" 31-911 i1-611 7 311 21 211 1- 611 36" 4'-3" .11- 811 8 1 311 21 . " I - 811 4 2 " 4-- 9 " 1'-10" 1-311 21-- " 2 1- 11 48" 51-311 21-,111 101-3" 21911 2y011 5411 .5_9" 2I-6" 11'- 311 31-211 21 311 T r' SIDE VIEW ' � %11 r,e.��. Ar+c ►-Ind E��i ' 4'1 LDN6, Tu t 8" 2_lo�t U � u 5, Fc LANP Y 22 — PLAN A'-2%2" -rof OF fort© 4 El�v 3s-�o i:� ?�'I1CJr �- rr ;rr P'IOA• I'L t oz . 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