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el►-N <br />Cast <br />Cour <br />6" Precau <br />Concrete <br />Combined <br />Interior ✓; <br />Joints to b <br />Banding 1 <br />all Joints <br />REINFORCED CONCRETE MANHOLE .(TYPE I) <br />- <br />Scale '/T+ = I -o" <br />Cast Iron Frame Cover <br />(Pinkerton No. A-463 <br />or equal) <br />—� <br />6 Precvst <br />Reinforced <br />I" <br />Concrete <br />Grade Rings <br />o <br />,=6 <br />Combined <br />Height 18 Min. <br />° °', <br />--- <br />7 <br />v,a <br />e 9 <br />p;�:. <br />oQ6 <br />00 <br />Interior <br />Exterior of all <br />°:a' <br />— <br />Joints to <br />be Banded with <br />p ° 36I.D. <br />'A Q. <br /># 5 @ 6" <br />Eachway <br />8 * 6 Bars 06 <br />2 # 4 Bar <br />-*4 Bars e 6 <br />Centers <br />48" <br />RCP <br />TRUNK <br />Location <br />M.H. to <br />M.H. L.F. <br />Hinkley <br />4-5 <br />925 <br />5-6 <br />580 <br />" <br />6-6A <br />295 <br />1800 L.F <br />Banding Mortar. Grout <br />all Joints with Mortar a <br />A" ' <br />a <br />a• ' I <br />Typical Inlet Deta11 -�„ <br />A <br />8� Min <br />48 I. D. o a <br />I I <br />o; Q - 9oa-------------------- p`y a`., I <br />oq ' - , 5 Bars 1 <br />y <br />Q''8 ob �4d A <br />9I 1 <br />Y IV <br />1 <br />60N RCP <br />b a a'q4 ' a q; 40 1 I 1 1 <br />a .�• ka Continuous Through M.H. 9 I + I ' <br />6Q AQ Q6 'b as I <br />¢•�V:o,Q•DQ ,pay. _ - 1 I <br />.- 9-.o q a.•6 9 I I <br />, D` :— <br />•� b 1 <br />lQ;Z, as 4 .P. <br />Elevation Plan ( Section A -A) <br />a <br />REINFORCED CONCRETE MANHOLE (TYPE--2) <br />Scale ys" = I'- 0" <br />*5 Bar <br />45 Bar <br />5 Bar <br />TOP 5LAB REINFORCEMENT <br />Scale W= I -0" <br />SECTION A -A <br />(End Wal I enforcement) <br />Scale 1 t' 0,1 <br />M.H# <br />MANHOLES <br />Size Ty PC <br />Sta, Pipe Lille Stub 1 2 3 <br />1 <br />11+4955 Hinkley <br />I <br />2 <br />20+ 21 11 <br />2A <br />20+21 <br />I <br />3 <br />29+25 <br />1 <br />4 <br />ib <br />42+1 <br />1*41 <br />6 <br />41+21 I <br />I <br />6A <br />50+16 <br />24, 30, 391 <br />TOTAL <br />3 <br />4 <br />I <br />12" E.S.C.P. <br />C o I lector <br />Latero is <br />M.H.# <br />Sta. <br />Dir¢ction <br />L.F <br />I <br />II+51� <br />5 <br />33 <br />NE <br />33 <br />NW <br />12 <br />3 <br />29+25 <br />W <br />18 <br />E <br />►8 <br />4 <br />321-1616 <br />SW <br />27 <br />5 E <br />27 <br />NE <br />27 <br />NW <br />28 <br />5 <br />41+41 <br />E <br />18 <br />W <br />18 <br />6 <br />47+21 <br />E <br />18 <br />W <br />18 <br />6A <br />50+16 <br />SW <br />29 <br />SE <br />29 <br />NE <br />31 <br />NW <br />31 <br />TOTAL <br />415 L.F <br />OUTLET STRUCTURE <br />Station Pipe Line Quantity <br />2 +73 �-1 Hinkley I <br />4+00 <br />TOTAL <br />ORi I VEWAY <br />I <br />/4'1Ved1/iyj77 BI&Inweas Sas/ over <br />— WEST <br />z <br />EasE,�IE'NT <br />TYPICAL <br />SECTION DRIVEWAY <br />0 <br />Sta.11+00 <br />SCALE I"= 2'-0" <br />op <br />��---- <br />. <br />10- <br />---- 22 <br />Medium <br />I <br />Bituminus Seal Over 033 ' A.B. - <br />over <br />salvged rnaferial <br />Yar. <br />� <br />0 <br />2qe <br />'~ <br />Mini <br />eeeeee'ov°°°>'►°ci'amd�'o', <br />vc an on.O®.ye.oQG / <br />aeoVor•. I.I6 Tl OiD SDn �d-00 �i-OI <br />4'46" <br />Eachway <br />60" R.C.P TRUNK <br />Location M.H. to M.H. L.F. <br />Hinkley oufle} Struct. 1 876 <br />It 1 19+73 828 <br />" 2 3 904 <br />TYPICAL SECTION <br />Hinkley <br />HINKLEY STORM SEWER <br />ROAD <br />INDEX <br />FILEIYEAR <br />NO <br />SHEET <br />NO <br />TOTAL <br />SHEETS <br />61 <br />6 <br />Q <br />0 <br />3/ thickness of Ape w6il �IBere/ A0 f `f � WJVed D <br />( Mir►) Sao' of �ol-lcr- <br />d SQO/ ,/oi/7f if /7QC2Ssory fo <br />TOTAL 2608 L.F-1 <br />60"RCP TRUNK (Jacked in Place) <br />Location Sta. to Sta. L. F. <br />Hinkley 19+73 20+17 44 <br />TOTAL 4 4 L.F <br />54' R.C.P. TRUNK <br />Location M.H. to M.H. L. F. <br />Hinkley 3 4 291 <br />TOTAL 291 L.F. <br />IL <br />0 <br />Q:' I 30 0 Of Sys//er,a/ry <br />//10 tr1,-,eowrsh <br />0C' <br />I" Mtn. <br />SECTION DD <br />PLUG DETAIL (TYPICAL) <br />Not to Scale <br />« <br />is u u <br />TYPICAL INLET DETAIL <br />TrQ�cfi /Qes<rrfvcir�9 <br />0,111Prr 41mulm'') \� <br />90% COrr�,eaxt/or7 �. <br />v <br />80% ComcliQr/ 8 M164_ - - - <br />61, <br />lYaf%ve A7*1I-Q <br />801! CD/l�wcliO/, <br />c o/ Jl�'i0/7 191,7ma& <br />Too of �`Q��f <br />1t x I" lip <br />-a <br />' Cam* SeCl/�s � <br />D.' ;D:. <br />a• :' :• N <br />TYPICAL STREET TRENCH SECTION <br />Leave Backfrll &Se AvIrd <br />✓n A* �- <br />i <br />STANDARD PRECAST SANITARY <br />MANHOLE <br />SCALE -- xe" a 1`-0" <br />TYPE-3 ) <br />TYPICAL EASEMENT TRENCH SECTION <br />CONSTRUCTION <br />DETAILS <br />