HomeMy WebLinkAbout5572-9 24" INFWE SEb1ER 24" 11`IFLUENT SEWER ll
7.11110:11111, -�- 2/f" Vc.P 2�" V.G.p OUTSInE SURFACE �4 ESAE2h (TYP.) b TOTAL `30" C[.&AR- OPENING )151TUM1NoU6 I -�� 2" GL FROM FAGS OF STEMIE.gv3•!°I 12 IE=AI(o3.Gl OF PIPE
COATED FRAME AND GaVER. 1 I I ; . � HOLE To (2EINFORGING STEELALNAMCiRA FOUNDRY TYPE A-lu�, I � CTY' \ ��v'' ��LONG raAc.H IRVN- t.-oRK6 TYPE ® � � .j�. q I ?X- 10113 OR 1=QUAL. ° � ° ® ® e ® °1 � F 'ih ISARh DN Tor DFRF.h. Fn. F5.� ®o /2„O , � 80TToM REIN 01eGE EIJT T'.�R6 qVg- - , r- n " �.: F M 4�1 a1b3.47 `Ito347 „ + T�11/ (a -OLONG 2 GALVANIZED STEEL- I2•} x779 G4hT- �� A ® +0 IP/��A1�ll1��1 I I I PIPE EMBE:DDFIJ 21- 0" IMTo WALL- �� 1Rot%) FWSH- 3�-!p° ILLr�-� 3'_(y" e� Ill(-111i/�;G-11t•!! I TYPICAL O TWO: FILL WITH GROUT. �- EOTTOM -C-L06URE F 12° TYP RIhINy STEM SLUtGE ' t��Qj" s
® I of mill, /a' II IHDlhj WITH HANDWNEFL t1AXIMUMI //*n1���� i ( -- - �� �■C GATE ARMcoI ROt7r(EY4@ IS" NSE THE �ARSSHALL 6E4D Ih. TURNING EFFORT. ARMCOLWATEfzP1AN 0(Z ® ® D' CLEAR PRDrIEMT To EAN{" s
RODNEY-IHUNT oR EQUAL. II ,'\ ® THE ABOVE REIN- CLEAR ES
„ a IE. -t�(vFROVIDECJ Ihl LEACH •ANGH02 Ci0LT5 5ET PER MANUFACTURERS II ��j 27 R.P3 e .wER SLUICE TE DETAIL \\\ Pf2Elol'IMEtJpArloNh. TYP of 2.) II „L i On =9 • PIPE OPENINGS9102-9 WALL FA[F AT ALLdeL
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I '+' I I MANHOLE FRAME. GUI OFF M60TN IS-h r RoIJZ STEEL GUARD- Po6j - n L -� -J � - - - _ -J ,; " ( E ori9TE2Ezol'iER- FwhH- DaTTar'IIZ 2 u p P NINc7. ( jTYPICAL OF 12. 6EE fJEjAILa. 12 TYPICAL \ di CLOSURE RISING -�TFxIREINFORCING DETAIL
BELOW -RIGHT 11TYP. 1'� h # 9 ° ® SWIGE O,ATE . ARMCO , N� TO 5GA(�iN I r2 \\ fi@ 16 I ®® F•5. O EQAL UHT. WATERMANII cV ` � - ! I 1 I [ . . ®� `1x3.•17T I / i eI ¢- 4PARS ONI I21 FOhr(ANA INTERGEPToR SEWER Top ar E3DI70M . . a .° . . . a ;hZE1NFORLEr(EJ4T aPLANSTEEL m �E.wr�ee'a O
962-90
REGIONAL PLANT No. 3 . CONTROL STRUCTURE FRAME and COVER DETAIL 21"V•C-�. PL4N B LOW ROOFw3 " I IIII `. 4,GALc : ![i"_ I iLe ,LE- /� = 1 -0 .ALE: I/2°= E -O2"STEEL PIPE FILLED WITH GROUT AND I
- STA. 23+00 PAINTED WITH HIGH GLOB `(ELL..o1..16Ta 7(a+ 34-37b = EXTERIDTL ENAMEL- SUITASL.E FORMN tJo. IPP, coo"r�+A. STEL• ENGAIZD GLIDDEN OR -
STA. 2ofoo Al cad Even UfzpUNn1 ST4. SI+ 93.41 Ahead= a GEN=RAL NOTESEQUAL. PAINT SHAI1 BE APPLIED AGLOiZDINy MN 17 t:aa" f714. OVe.R SEWER STA. 12Lo+03.Co?� ^I' s�,, '" TL+ 4 1 DESIGN LOADS: IVT LOADS 250 LBS . TO TIANUFAGTURERS G✓PEGIFICATION6
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�° m CONCRETE, , 3v" Vc n GLJ.t515 E r3El`7r71h1G� 870 S INCHES.2 . ALL CONSTRUCTION SHALI, CONF ORP•i m0Ill=11f Ilt- `` a -tIt=11f=1I
IIIIIITHE UNIFORM BUILDT_NG COD LATEST11111 ti ° 01111111/1EDITION- ' ;I� 3 . ALL REINFORCENLNT STEEL SHALL CON- ii,FORM TO ASTMA-615 , GRADE 60 .
N860860 4 . ALL PORTLAND CEMENT CONCRETE SHALL IZBE AIR ENTRAINED CONFORMING TO
ASTMC-150 TYPE II OR TYPE V WITH A GUARD POST DETAIL
MINIMUM 28 DAY COMPRESSIVE STRENGTH
I , OF 4, 000 LBS ./IN2 . READY MIX CON- SCALE: %g = (I-OII
CRE E SHALL CONFORM TO ASTMC-94 .P 5=a.oalaINVERT36V . oRiRcfs=: o-colaT 4
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