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HALF PLAN VIEW HALF PLAN VIEW HALF PLAN VIEWHALf PLAN VIEW HALF PLAN VIEW HALF PLAN VIEW 2 /! "'
<br />4"8^.12%WALL THICKNESS) 4'-B"+ 2XWALL I - IMBED STEEL IWCLEAR I NO4BAR51TY PE 3641
<br />NO.4 BARS FROM BOTTOM OF COVER
<br />6" 6'
<br />NO. YPARSa "C.4 l
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<br />• rr, •• , ••, B I ` ;•I B B
<br />T B B •••t B
<br />r1 L t v I a r
<br />"O NO.4 BARS
<br />I f (TYPE 3 B a) '
<br />"B"BARS BARS
<br />'.i. . TONGUE D - - - -
<br />GROOVE JOINT— I•
<br />--CORE JOINT I , 1 21'3" TYPE 3 710.4 6AR5-f2`CG :x
<br />4 =0" I'-6^ 6'-O" 2 r6 T7PE 3. IT7PE 7641
<br />4'-D^ a'-o' _
<br />El4LF 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
<br />BRICK CONCRETE
<br />�? BATTER SL Kk MORTAR w
<br />REINF CONN _
<br />W TOPPER SECTION y m-
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<br />Or
<br />q _ i - STANDARD r ¢ -
<br />A. a. A. x F A. r 6 BLOCKS
<br />w W wA.o 4 F x J
<br />ofpa - BEVEL z mm m B• B. xx ® F o
<br />yp BLOCKS a t n a w O I
<br />A A
<br />W7 O
<br />o o 00o so A a2 A KEINE CONC. PIPE A - nH xA A A cw -o v°u A. A o xa A - A -
<br />'c�m z SECTIONS oo aQ nn ¢o
<br />On 3 i On z
<br />4-0
<br />a I SPLIT PIPE z 4 'rr ,4 w rj a OR SPLIT PIPE OR
<br />OR FORM w n LIT PIPE ORr FORM CONCRETE _ FORM CONCRETE Ne a . '8• z SPLIT PIPE,OR
<br />e N tiw CONCRETE O rc4• - 70 FIT w - FORM CONORETE N•
<br />a w FITLI
<br />RETE TO FT- 7 N o a� LIT PIPE OR FORM
<br />p� 12 TO FIY LOPE 6 0 ~> ••-B. / ¢ N FJ o A 70 FIT
<br />O �m S SLOPE SLOPE' to CONCRETE TO FIT
<br />.. O IlFT m itm I/F m - I/FT� a o w 12 PE u o%DFT= 'y
<br />_ 9-� o_ O_ F im IS%FT
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<br />• , 4" 6'-6^+(2 X WALL THICKNESS) I t 7' •q^ �
<br />fi SECTION B-B SECTION B-B SECTION B-B SECTION B-BSECTION B-B SECTION B•B a"BARS
<br />BRICK CONCRETE CONCRETE BLOCK REINF. CONIC. LVLV'T PIPE REINFORCED CONCRETE BRICK CONCRETE REINFORCED CONCRETE yl
<br />TYPE I HALF PLAN VIEW
<br />HALF PLAN VIEWCONSTRUCTION NOTES
<br />HALF PLAN VIEW N046ARs 6'C.GlTlPE 3) Y
<br />' HALF PLAN VIEW DETAILS RELATIVE 70 THESE ITEMS SHALL CONFORM NO. BARS-5 CLITYPE 4) ¢ �
<br />,r
<br />3! -(Z 551 - 3'-B".12%WA THICK To THE PERTINENTREQUIREMEmTSOFTHESTANDARD TYPE, , 3 , =� ;t
<br />SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.------
<br />STEPS
<br />-
<br />STEPS SHALL BE INSTALLED IN ALI,' MAN- i:' NO.43ARS '
<br />HOLES. - 4 "A' BARS - NO. 4 BARS - 12. 0.G-0 TO ID DEPT"
<br />N .I VARIATIONS IN DIMENSIONS AND DESIGN WILL BE 7rPE 3 p4 6" C,C.-IO' i0 23 DEPTH
<br />- - -
<br />T - - PERMISSABLE PROVkOIN`.B" BARS NO, 4 BARS G EQUIVALENT CAPACITY AND B B 12" C.0 -D i0 E6' DEPTH°
<br />r STRENGTH ARE ATTAINED I'
<br />STRUCTURES ARE CALL D FO ON THE PLANS AS "MAN- ^C".BARS - NO 5 BARE - IB" CO.I.0 TO 10 D;PTIC '
<br />B B B EE�
<br />HOLES I•J; "MANHOLES 2-IS E7G, THE NUMERAL DESIGNATE' -6 C.C. -10' TO YS DEPil`
<br />- _ A THE OPTIONAL MASONRY PORTION OF THE STRUCTURE AND
<br />Y 1 - THE LETTER DESIGNATES THE COVER TO BE USED THERE- { )
<br />ON,
<br />1 - THE REINFORCED CONCRETE TOPPER SECTION AS
<br />- I SHOWN FOR TYPE I, REINF. CONC. CULV'T PIPE MAN-
<br />' - TONGUED HOLE, MAY BE USED AS AN ALTERNATE CONE ON TYPE 1
<br />GROOVE JOINT CORE JOINT BRICK, CONCRETE OR CONCRETE BLOCK MANHOLES, y)t je
<br />WHEN ANY STRUCTURE IS CONSTRUCTED OF CONCRETE- € e
<br />CONCRETE BLOCK OR REINF CONC. CULVT PIPE, THE TOP - -
<br />-
<br />3'-0" OF THE MASONRY SHALL BE LEFT SUFFICIENTLY LOW TO -
<br />_ PERMIT PROPER ADJUSTMENT OF COVER TO GRADE BY HALF SECTION A-A TYPE , 4 .
<br />THE USE OF MORTAR AND BRICK.
<br />HALF (MON A-A HALF SECTION A-A HALF SECTION A-A FOR SEWER GREATER THAN 54' D.IAiETER SPECIAL
<br />BRICK CONORETE DESIGN NOTES �+
<br />-_ DESIGN IS REOUIR EO SNOWING INSIbE blti(l"b}VN Of
<br />INSIDE DIMENSIONS FOR MANHOLES, - < - MANHOLE TO BE DIAMETER OF SEWER P.LUS'..IS,"
<br />USE 3'.DIAMETER WHEN NECESSARY 70 PLACE 1N m PRE'LAST CONCRETE SPECIAL DESIGN SHALL CONFORM TO THE GEN�RA4-.S
<br />CONSTRICTED AREAS. "' - B?" CAP
<br />a REINFGONC PIPE USE 41DIAMETER WHEN SEWER ER IS UNDER IB' g•p p DETAILS FOR TYPE 3.
<br />as n SECTIONS,,IN DIAMF,TE R. ; "1•`;�
<br />O do xF US,f 6 OIAItETER OR 6' SQUARE WHEN SEWER "A: BARS NO. 5 BAPS - 12"1C, - 0 TO 10'-.DEPTH
<br />a ow0 w H.s IS IB TO 54 DIAMETER. „ '! -
<br />6" L.1 - 10' TO. 25 BEPTN
<br />- t3 b":"B" BARS - NO. 4 BARS'• 12.11 - 0 TO 10 OEPT�
<br />A oa aA A nH A A wW A A 0'C.C. 10" TO Z DEPTH.
<br />a _ 'o r o - n 3�•0i• a E
<br />o O o0 REINF GONG. PIPE
<br />j = On r 3 �p I bN SECTIONS "C` BA RG - NO. 5 BARS - 10"11 - 0 to, 10 �OtPd1V4.;
<br />— or a2v 5"GG '10'•f0 25,E
<br />ad
<br />j U MANHOLE /L L,,�-
<br />1 N a ti J D `= a SPLIT PIPE OR rn 6,•O„ i .. MA I"ID�E �♦ _ -.
<br />a PLIT PIPE OR w 0 > FORM CONCRETE �'� a SPLIT PIP OR 1 M eY F
<br />S - �~i RM CONCRETE a 2 W SPLFT PIPE OR FORM ¢ TO FI i _� FORM CONETE f lee
<br />CONCRETE TO FIT
<br />jm TO FIT.. 6OPE m PE mI TO FIT _ .k }
<br />c c `� 4AFr 4 = m ) TATE H WA CO
<br />— L 6 S X Y MM/f/ON
<br />k f65 } Affiz i Pj
<br />L
<br />- DATE
<br />w;mSTION SECTION B-0, SECTION 13,13
<br />'I .t APPROVED;
<br />BRICK CONCRETE CONCRETE BLOCK REINF, CONC. CULVT.PIPE
<br />.d l W d` dU LV'.TP DATE r 1
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