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SET BAR ON VERRCAL AXIS OF PIPE. SPACE <br />OTHER BARS FROM THIS BAR, Typ <br />y13 ®0.300 BARS #13 ®0.300 BARS <br />y13 ®0.300 <br />0.050 Typ 0 0.0]5 Tyq <br />SET BAR ON HORIZONTAL AXIS OF PIPE. <br />SPACE OTHER BARS FROM Ti1S BAR, TyP <br />RCP OR <br />CSP <br />SOFFIT <br />OF <br />PIPE <br />I <br />�', <br />INVERT <br />OF <br />PIPE <br />300 <br />225 <br />600 <br />300 <br />225 <br />5� <br />% � <br />w <br />BORDER L>ST REVISED 3/1/20 T <br />p13 ®0.300 B. <br />® 0.300 <br />,A <br />IJ9 _� <br />_I�- <br />.S1 � l N <br />L <br />NOTES: <br />1 ONCRETE COLLApFFERESHALL BE THAT OF THEELARGER PIPE. ' ,•/ ff1e <br />D = D1 OR D2 WHICHEVER IS GREATER. <br />2. CONCRETE COLLAR SHOWN IS ADEQUATE FOR UP TO 12 m OF <br />FILL AND PIPE DIAMETERS UP TO 1.8 m. <br />3. FOR PIPE SIZE NOT LISTED USE NEXT LARGER. <br />4. THE CONTRACTOR SHALL VERIFY FlELD CONDITIONS PRIOR TO <br />FABRICATING OR ORDERING ANY MATERIAL. <br />PROPOSED FINISH GRADE PER — <br />CRADING AND DRAINAGE PLANS <br />"3, <br />1.800 PRECAST CONCRETE PIPE _ <br />MANHOLE <br />STEPS <br />D <br />L <br />T <br />300 <br />300 <br />225 <br />a50 <br />300 <br />225 <br />600 <br />300 <br />225 <br />900 <br />450 <br />250 <br />1050 <br />450 <br />250 <br />l zoo <br />aso <br />zso <br />lsoo <br />s3o <br />zao <br />�� P <br />' MILER ENDS OF PIPE TO FlT. PLACE <br />INTERIOR FORMING AS REQUIRED TO <br />MAINTAIN FULL CROSS SECRON OF PIPE <br />LINES AT JOINT. PROVIDE SMOOTH FINISH <br />TO INSIDE OF JOINT AS REQUIRED. <br />TYPICAL CONCRETE COLLAR FIELD BEND <br />DRAINAGE SYSTEM No. <br />1 2 3 4 7 8 18 14 16 18 17 19 <br />FRAME AND COVER <br />ELEVARON: 63.1]3 <br />PRECAST CONCRETE FLAT SI <br />0.810 (H-20 LOADING REOUIREMEN <br />�7 <br />�3.ti•,f <br />a <br />Y' <br />1.20 RCP .-: <br />... / \I 1�. � N <br />SJ 132 1.5/�4�(._8 <br />DIB IIB <br />IxEER // <br />'v 20. 2010 I <br />993 RESERVE OR. 2100 <br />R05EVILLE. CA 956T8 <br />NI � _ � � 1.800 � FILL CONCRETE TO <br />2200 FLOW LINE AND <br />/ CHANNELIZE <br />CLASS 2 CONCRETE J <br />FOUNDATION LFLOW LINE ELEVATION: 61.389 <br />PER DRAINAGE PROFILE PUNS 1.200 RCP <br />NOTES: <br />1. INSTALL STEPB PER STANDARD PLAN D]aC. 0.300 SPACING MAX. <br />2. ALl JOINTB BETWEEN PRECAST SECRONS SHALL BE MORTARED. <br />3. INTERIOR OF MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. <br />4. PRECAST MANHOLE, ADJUSRNG RING$ AND FUT BUB TOP BHALL BE CONSTRUCTED IN ACCORDANCE <br />N1TH AMERICAN SOCIEtt FOR TESRNG AND MATERIALS C—a]BM. <br />DRAINAGE MANHOLE <br />DRAINAGE SYSTEM No. O5 <br />A$ BUILT ALL DIMENSIONS ARE IN <br />CONTRACT ND. 10-2A7804 METERS UNLESS OTHERNISE SHONN <br />c.c.A. DATE obi lsi zola DRAINAGE DETAILS <br />R.E. NAME Juan R. Zuhiga <br />NO SCALE <br />DD -6 <br />TILE. zieoos.ow CU 0625] EA 2AT801 <br />