Loading...
HomeMy WebLinkAbout3849-813, MANHOLE FRAME AND COVER $HALL CONFORM TO STANDARD PLAN 650 UNLESS OTHERWISE SHOWN. 14. MANHoLE SHAFT ' PLAN 524 UNLESS OTHERWISE , 15. Imo` E A MANHOLE SHAFT - 900 mm (5,6") WITHOUT REDUCER ISSPECIFIED REFER TO STANDARD PLAN 526. 4 . " A11210110mv I N IN, - � e PLAN wr METRIC; MANHOLE IP TO PIPE C + SIDE INLET) r c 322 r SHEET OF 4 BEING li t N k1 , Ir , OF A ICS RH 1Oi vj :, THE 1 ev r„ i !,' O SECTION ^a "r TOWNSHIP w,a (j Nr dye , O 4 RANGE ,,, 6 WEST, SAN Br`... RNARI `...1 MERIDIAN, I '.I,,fir N COUNTY qAr I B{fir 1 `ti AY*l D man 15M 0 500 MM (04 0 120 w EXIST.PIPE— FLOW 330-C-23 i4, MM V y„ ,V CUT OI THE TUBEAN WITH , DETAIL "B" VERSE, PLANE. REVERSE ONE SECTIONAND TAPE BOTH SECTIONS . . ....... . .......... TOGETHER' FORMING THE DEFLECTION ANGLE A. TYPICAL40INT FOR SAW THE TUSELONGITUDINALLY REMOVING r (DO -01 WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. S , �" wINSERT C � AMERICAN I r Br WORKS SOUTHERN ., ASSOCIATION v , CALIFORNIA V i .ww w I I I C a I, 1 � r a , I i r 4 I L, I � h. , r r , r r r �METRIC r� q' �+1 ir�, 0-2 I r l v 1 DEVELOPER ),SOIL W, °'` ( s , 1 :. 7 'W " , ^? " ew Centex fand ASSOC., 1 ° B'w Jl .. Pointe Court r ''( N. Armando fly,rJ r Corona, v u, 92879 y 0C, ' K 1Vii.. y I ...,1. A 92806 h W l 279-3000 )� Ph. I '1� 630-1626 1 ti (951.)_279-_Z00__ SEAL—ENGINEER I t I I Wi, I r t d Y 4!+ I � MI v METRIC rI a' +u , I;, ,,, +:",... I� ,,.,,: i,l. JI , i �, a r. ,,:,. U '�►.%i4 + Y N G l � r,. , N r SHEET p' I 8 l 4, q 1, 'r; Ir i. 1" ,•v. , IIi � „, r 4� Ia ,,, (� ! � Iil � �( � � iiW 11 � f � I 1, Y ,",':; I. I ,,,:, N, ary^ " r� ,:., , h � , i i i I, i �, ,I � � v � , � l i I Iv OF 2 7 "n���l! 4�` �� rV� (�y��ii� FI'ry r�11{I�I IM Ilru�L 1 rl I '�V.I� i1C.., �4' ,. da(4�r"��i''�fgl"f C,yt',�Y,liu �iti iri � M) CITY y dACALIFORNIA IR8 f 4 \ r ..: ":,:i , i� ry. � "'A. � ,n .... " i, ''." it !x i,. �I " � N r , Y• I '�� 1� N ::YI N'. "r �. �.