CTHN-COTTAGE-GROVE-SUN-PRAIRIE_S0249(2)

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HALF PLAN VIEW L l 11 L � re Ii 4 � 4 I � 1 HALF PLAN VIEW HALF PLAN VIEW GROOVE B . .. N0, a BJ GROVE JOINT CQRE JOINT IY"CL, HALF SECTEON A -A HALF SECTfON A -A. IMBED STEEL I%{ CLEAF HALF PLAN VIEW FROM BOTTOM OF INKED STEEL IN' CLEAR FROM COVER NO. BARS II BOTTOM OF COVER 4 B• _ND BARS G•C.0 r w v - NO. S OT B I B — _ .�Q.Na. N - N0.48AA412"CG TOP VIEW NO.a 8-5 OTO IS•BEPTM NO. S BARS IeCC. 15!70 2Y DEPTN SECTION B -B SECTION B -B SECTION S -B . SECTION B -B V SECTION B -B BRICK CONCRETE CONCRETE BLOCK . TYPE ' REINF. CONE OULVT PIPE REINFORCED CONCRETE TYPE 4 N14CIRCULAR BARB - _-- __ _ _ nO IBAa51'cc No, 1 BARS S FC NO 4 BARS O� 6:j IMBED STEEL IV" CLEAR FROM BOTTOM OF COV Eq eT 12' x0 A BAAS B ropylEw NO 1 BARS 12 CE. d s P N NO 9 BARS9'GCN0. BARS 12•C.L. DETAILS RELATIVE TO THESE ITEMS" SHALL CONFORM TG THE ]VTMPERTINENT REQUIREMENTS OF THE 5TANUARD SPECIFICATIONS AND THE " APPLICABLE SPECIAL PROVISIONS. V • - -- MISS4 OVIDI VARIATIONS IN AND STA 4X0 DESIGN WILL BE RER BLE PR N6 EQUIVALENT CAPACITY Ary0 STRENGTH gREATT41X ED. NAIF KLAN SHOWING REINFORCEMENT HALF PLAN SHpYIDID ARRq NGE ME AND NUMBER OF IHLETS AND DISCHARGE PIPES SMALL IN CAP FOR CIRCULAR REINFOflCEMEMT IN a CONFORM TD THE NEEDS U THE PERTfNENTLOGATION. CATCH BASINS CAP FOR SQUARE STgUCTUR£S ORE CALLED FOR LVI TME PLANS 14 CATCH BASINS 1-A" CATCH BASIN CATCH BIlSINS 2^C ETC, THE NUMEHaL OE3WxaTES THE OPTIONAL VASOII- i ,B•PORTION OF THE STRUCTURE AND THE LETTER DESIGNATES THE i fIKTURE TD BE USED THEREON. `'I _ - - - REINFORCED CONCRETE TOPPER SECTION AS SHOWN FOR TIRE I - - - REINS CONG CU LYT PIPE CATCH BASIN, Mex BE USED AS AN ALTERNATE GONE ON TTPE I BRICx, GOHCRETE OR CONC11E7E BLOCx CATCH BASINS. ` WHEN ANY STRUCTURE IS CONSTRUCTED OF CONCRETE. CONCRETE BLOCK OR R[ NT CONC. CULV•T PIPE, THE TOP OF TME MASONRY SHALL BE TONGUE ITI LEFt SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER TO GROOVE JOINT ARE JOINT I •-•' " . ` • . ._ - - GRADE BY THE USE OF MORTAR AND GR CN BAR STEEL REINFORCEMENT S -LL BE IMBEDDED I VE" 4 CLEAR. S PLACEDUC HER JOINTS IN LAT RETE F FLOOR. BASINS TO SECTION A'A NGIBARS Tt.c. SECTION A -A NOIBARS S"GC.I SECTION A -A SECTION A -A —NO.a BARS ,� SECTION A -A � SECTION A -A BE PLACED WHERE'. SHOWN qR AT TOP Df FLOOR. j I IF CC PRE-EAST CONCRETE 2�-� A. 4 fYt 1 CIE. r -=01A. I _ CIA. CAP I, �J I iJ _ III PRECAST CONCRETE �_}_ I_ CIA- _ R • t. � CAP b b b i REINF CONp A E` 4 f 1 r t PIPE CEQTIpN A. j y'�JA A b o� A B+. .4. A A A A " Pac secnorisA A� I •NSI �, IS CATCH BASINS 6 -i r 4• o f--4• d I -� I a• 'r 4'I IFt ra• m A'1'8" p- NR THICKNESS) - SEI ION S -B i` SR 0* 1 CONCRETE l STATE HIGHWAY COMMISSfDN CF WISCONSIN y2 WALL THI •K •-�,I ._ J 1 ,N _4 - RECOMMENDED FOR APPROYAL� SECTION @_@ - SECTION B -B SECTION B -B _ SECTION B -B SECTION B -B --V DATE Y2' - CDNSTRDCtCRV CR -EER CONCRETE BLOCK REINF. LONG CULY'7 PIPE _ REINFORCED CONCRETE REINF. CCNC. CULvAPPROVED-7 PIPE REINFORCED CONCRETE _ TYPE 2 TYPE 3 DATE t�sr�J� Tri ' STp E MGM -Y ENGINEER . DRAWN LJD 1• C Cx EO I 1 • f• 4 i5:: 3.31 —AL7 - L B ropylEw NO 1 BARS 12 CE. d s P N NO 9 BARS9'GCN0. BARS 12•C.L. DETAILS RELATIVE TO THESE ITEMS" SHALL CONFORM TG THE ]VTMPERTINENT REQUIREMENTS OF THE 5TANUARD SPECIFICATIONS AND THE " APPLICABLE SPECIAL PROVISIONS. V • - -- MISS4 OVIDI VARIATIONS IN AND STA 4X0 DESIGN WILL BE RER BLE PR N6 EQUIVALENT CAPACITY Ary0 STRENGTH gREATT41X ED. NAIF KLAN SHOWING REINFORCEMENT HALF PLAN SHpYIDID ARRq NGE ME AND NUMBER OF IHLETS AND DISCHARGE PIPES SMALL IN CAP FOR CIRCULAR REINFOflCEMEMT IN a CONFORM TD THE NEEDS U THE PERTfNENTLOGATION. CATCH BASINS CAP FOR SQUARE STgUCTUR£S ORE CALLED FOR LVI TME PLANS 14 CATCH BASINS 1-A" CATCH BASIN CATCH BIlSINS 2^C ETC, THE NUMEHaL OE3WxaTES THE OPTIONAL VASOII- i ,B•PORTION OF THE STRUCTURE AND THE LETTER DESIGNATES THE i fIKTURE TD BE USED THEREON. `'I _ - - - REINFORCED CONCRETE TOPPER SECTION AS SHOWN FOR TIRE I - - - REINS CONG CU LYT PIPE CATCH BASIN, Mex BE USED AS AN ALTERNATE GONE ON TTPE I BRICx, GOHCRETE OR CONC11E7E BLOCx CATCH BASINS. ` WHEN ANY STRUCTURE IS CONSTRUCTED OF CONCRETE. CONCRETE BLOCK OR R[ NT CONC. CULV•T PIPE, THE TOP OF TME MASONRY SHALL BE TONGUE ITI LEFt SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER TO GROOVE JOINT ARE JOINT I •-•' " . ` • . ._ - - GRADE BY THE USE OF MORTAR AND GR CN BAR STEEL REINFORCEMENT S -LL BE IMBEDDED I VE" 4 CLEAR. S PLACEDUC HER JOINTS IN LAT RETE F FLOOR. BASINS TO SECTION A'A NGIBARS Tt.c. SECTION A -A NOIBARS S"GC.I SECTION A -A SECTION A -A —NO.a BARS ,� SECTION A -A � SECTION A -A BE PLACED WHERE'. SHOWN qR AT TOP Df FLOOR. j I IF CC PRE-EAST CONCRETE 2�-� A. 4 fYt 1 CIE. r -=01A. I _ CIA. CAP I, �J I iJ _ III PRECAST CONCRETE �_}_ I_ CIA- _ R • t. � CAP b b b i REINF CONp A E` 4 f 1 r t PIPE CEQTIpN A. j y'�JA A b o� A B+. .4. A A A A " Pac secnorisA A� I •NSI �, IS CATCH BASINS 6 -i r 4• o f--4• d I -� I a• 'r 4'I IFt ra• m A'1'8" p- NR THICKNESS) - SEI ION S -B i` SR 0* 1 CONCRETE l STATE HIGHWAY COMMISSfDN CF WISCONSIN y2 WALL THI •K •-�,I ._ J 1 ,N _4 - RECOMMENDED FOR APPROYAL� SECTION @_@ - SECTION B -B SECTION B -B _ SECTION B -B SECTION B -B --V DATE Y2' - CDNSTRDCtCRV CR -EER CONCRETE BLOCK REINF. LONG CULY'7 PIPE _ REINFORCED CONCRETE REINF. CCNC. CULvAPPROVED-7 PIPE REINFORCED CONCRETE _ TYPE 2 TYPE 3 DATE t�sr�J� Tri ' STp E MGM -Y ENGINEER . DRAWN LJD 1• C Cx EO I 1 • f• 4 i5:: 3.31 —AL7 -