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HALF PLAN VIEW HALF PLAN VIEW HALF PLAN VIEW HALF PLAN VIEW <br />HALF PLAN VIEW HALF PLAN VIEW <br />' 4L6"+l2%WLLL 7HIC_:vE55) 4'-B". (2 %WALL THICKNESSi__� IMBED STEEL ijh"CLEAR <br />t <br />1 NO.4 BARS FROM BOTTOM OF COVER NO. 4 BARS (TYPE 3 84) <br />8/ B <br />6 I� B o' B 6\ 1 <br />BARS <br />N04 <br />_o <br />1 <br />(TYPE 3 B41 <br />� I <br />I; B"Bags I <br />TONGUEI <br />GROOVE JOINT-- --CORE JOINT <br />N0.4 BARS- 5"C.G. <br />(TYP $OT— <br />B 17.8-1a9 <br />A" BARS <br />_ ,�_-- .4pw__-- -.y f_B., --_ ---6'_0"- J 2`3"( TYPE <br />3) N0.48AR5.12"GC. <br />4 0" p_0• - -. 2-6'Y"(7YPE4) (TYPE 3a 4) <br />HALF SECTION A -A HALF SECTION A -A HALF SECTION A -A HALF SECTION A -A HALF SECTION A -A HALF SECTION A -A <br />BRICK CONCRETE BRICK CONCRETE <br />MORTAR TRE; NF OPPER SECT <br />L ER BLOCKS <br />'.� ECTIOh � � m T--- -- - <br />0 A \' <br />A.:` a w o // 6 1 G s eA'c KSD \\\ \\ w �\ -- z o <br />o z 1 1 o nn o a L~ / \ <br />wH _� z r oc . <br />i <br />--r-�� =�- o'o _--BEVEL <br />o t� A I '4-4_ {6'.I A p o a - __ &LOCKS a r <br />o 00o we Al' -T �; A xo - -_. RE. 1±,IONS PP= A o., r -o A ww_ o�--_--.�- -,--i— —- <br />V _ _ _r T A r a 1 <br />.._ a A r-- _ _ N \ „--,--`rim' 11 o. io -I A <br />r`-__.__- •,. A-�A A <br />_ _ <br />4._ ` _ <br />i <br />-�-_ti <br />4-C' <br />_ _ z <br />" 'OR FO'M w -w w rn _._-•----f, u c; `� � �- 1 - _.. �L -�'ti6._G � 6. 0. <br />1 <br />¢aJ� a T -r �— v v a j z _y n <br />_��-- - :� SPLIT PIPE OR SPLIT PIPE OR fi--------z - <br />h ~ 12 ,TO FITCONCRTE i N ¢c 'N j `a-- TFORM O F T60N-RETE 'i ----i TO PiT ONCHETE TC FITORY CONGRETE � h-� w a"o � �� B � c � a �j SPLIT <br />PIPE OR 1 � <br />O �m -OPE F- O O o 0� l� - rSLOPE B" {', a-- - -lz <br />CONCRETE N <br />UFT-' 'r- S OPE '- E FJRV o FIT--_ <br />-I -o m: .o Em�� FT__ I' 1 �� y/FT rW Ic ^' E TG F Y �n o <br />�-y z o LOPE <br />a� - --4„ a �Ym "-^r-`'------T- CPE S�FT - <br />a N - i <br />_�_- u�--4--\ a �ZA .iY_-f_ m y, �l <br />-, 4 o I i <br />�'(/ <br />%WAC(.-THICKNESS)-- <br />-�.IL x WaL_ THIY..E55i <br />SECTION BvB <br />ETHIC <br />KNESS) <br />rR-G ECION BB -T- /`4 <br />ERIOK `5_CoK SECTION B -B SCT10 BSECTION SECTION <br />Bt <br />REI.ONC i:LV PIPE REINFORCEDCONRETE BRICK CONCRETE REINFORCED <br />CONCRETE <br />TYPE HALF PLAN VIEW <br />HALF PLAN VIEW HALF PLAN VIEW CONSTRUCTION NOTES NO 4 BARS-E'CC IT—E ; <br />-- <br />3-B"f(2%WALL THICKNESS)__ HALF PLAN VIEW GETA <br />ILS RELATIVE TO THESE ITEMS SHALL CONFORM 90.= SARI 5"CC.ITTPE 41�, TYPE <br />'- - - 3_e- 12 X WLLL TH�KNESS!-- TO THE PERTINENT REQUIREMENTS OF -HE STANDARD �. <br />SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. y F ---- _ \ <br />STEP$ SHALL RE INSTALLED IN ALL Ma N- �/ SND 4 BARS A' BARS - NO. 4 BARS - 12"C.0-0 TO 10' DEPTH <br />,'.� \ CHOLES.\\\;� TrPE 3 8 4 <br />Q\ li \\ VARIATIONS IN DIMENSIONS AND DESI ;N WILL BE 6" CC -10' TO 25' DEPTH <br />I _ <br />PER^m SSABLE PROVIDING EQUIVALENT CAPACITYAND <br />B <br />STRENGTH APE ATTAINED. -� 1 B fi' BARS - NO. 4 BARS - 12" C.L. • 0 TO 25' DEPTH <br />1 1 I' -1 <br />/ 1 <br />B B / \ B $ `k- TORE$ ARE CALLF�D FOR On THE PLANS AS MAN---�L-L ---- -L1.} "C' BARS - NO. 5 BARS - 12- C.C. - 0 TO 10' DEPTH <br />s 1 �l '1 I HOLE_ i -J', NANMOLES 2'K ETC., THE NUMERAL DESIGNATE 111 I`'. 1t1 'i, E C.C. -10' TO 25' DEPTH <br />}} _ I THE OPTIONAL MASONRY PORTION OF THE S -R ULTJRE AND _ ` I <br />THE LETTER DE5'GNATES THE COVER TO BE USED THERE- <br />THE REINFORCED CONCRETE TOPPER SECTION AT / <br />/ <br />SHOWN FOR TYPE I, REINF CONC. CUPIPE MAN- 11 <br />TONGUE 8 \ / HOLE, MAY BE USED AS AN ALTERNATE <br />CONE ON TYPE 1 <br />GROOVE JOIN? — - CORE JOINT ^ �,�✓� BRICK, CONCRETE OR CONCRETE BLOCK MANHOLES. <br />WHEN ANY STRUCTURE IS CONSTRUCTED OF CONCRET <br />CONCRETE BLOCK OR REINF CONC. CULV'T PIPE, THE TOP <br />3,-Q" <br />_ _ OF THE MASONRY SHALL BE LEFT SUFFICIENTLY LOW TO <br />- - 30 PERMIT PROPER ADJUSTMENT OF COVER TO GRADE BY HALF SECTION A -A /� <br />HALF SECTION A -A THE USE OF MORTAR AND BRICK. TYPE 4 <br />HALF SECTION A -A � HALF SECTION A -A <br />BRICK CONCRETE DESIGN NOTES FOR SEWER GREATER THAN 54" DIAMETER SPECIAL <br />INSIDE DIMENSIONS FOR MANHOLES' DESIGN IS REQUIRED SHOWING INSIDE DIMENSION OF <br />�—MANHOLE TO BE DIAMETER OF SEWER PLUS IS" <br />T -r USE 3' DIAMETER WHEN NECESSARY TO PLACE IN m <br />CONSTRICTEL AREAL. <br />a 1-" Oa C REINFCONC. PIPE USE a DIAMETER WHEN SEWER IS UNDER IB" n <br />p 0 j -I SEGTIGNS� IN DIAMETER. <br />USE 6' rw DIAMETER OR 6' SQUARE WHEN SEWER o Z IS IS TO 54• DIAMETER, <br />T <br />E E . <br />I <br />_ a A0 c <br />-_A0r.3_00as A0.1 oo <br />+ <br />00 aA <br />ob <br />r� E OR uo w ~ SPLIT PIPE OR I� u N <br />PUT PIP r - FORM CONCRETE ,j Aj <br />n ¢� RM CONCRETE ¢ m o SPLIT PIPE OR FORM �' TO FITS -_ <br />TO FIT SLOPE m a M CONCRETE TO FIT <br />12"L"--F"ti/ice\ 8� <br />o <br />OPE <br />4..y I 2� <br />.j—._ z a, t.4. <br />6"+(2 x W.�.TM�ScKAEESS) _ 'moi"' �f «� ".(2 X WALL TH; K ESQ)-�— <br />B, I <br />2-0�� <br />I' II <br />/-. <br />REINF CON' PIPE <br />SECTIONS <br />I <br />li <br />6 0 <br />I — <br />SP' IT PIPE OR <br />-I FORM. CONCRETE <br />TO FIT--, - <br />PRE -OAST CONCRETE S <br />CAP PECIAL DESIGN SHALL CONFORM TO THE GENERAL <br />DETAILS FOR TYPE 3. <br />BARS - NO. 5 BARS - 12%C. - 0 TO 10' DEPTH. <br />6' CO -10' TO 25' DEPTH. <br />"B" BARS - N0, 4 BARS - 12' Ca 0 TO 10' DEPTH <br />A 10" GO - 10' TO 25' DEPTH. <br />L C- BARS - NO. 5 BARS - (0' CC. - O TO 10 DEPTH. <br />r 5" CC 10' TO 25' DEPTH. <br />MANHOLES .. <br />STATE HIGHWAY COMMISSION OF WI$CONS/N <br />RECOMMENDED FOR APPROVAL <br />SECTION B B SECTION B -B SECTION B -B DATE <br />CONCRETE ENGL�aFDESICN <br />BRICK CONCRETE BLOCK REINFVCONC. CUL'J? PIPE l APPRo �Ea , <br />n SECTION B -B <br />TYPE Z REINS CONC.. CULV'T PIPE - 2"icelTdiTY'" <br />CAT— E rHIGtI - EN NEER 4. <br />PLATE 5-3.7.2 <br />