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ON 133HS <br />63M` 8(1 <br />0.30' AC <br />- <br />Over 0.65' AC Base <br />y 9a <br />i <br />C-r+ <br />O <br />3 <br />ry <br />t <br />O <br />3 <br />i <br />i <br />EIGHTH STREET <br />BEGIN IMPROVEMENTS <br />0 <br />Const = R/W <br />LW <br />Sta 3+25 (25' Lt) <br />Sta 5+30 (25 Lt) <br />Sto 0+72 (27' Lt) ! <br />Construct Type 1 <br />Curb Inlet Catchbasin <br />Construct Type 1 <br />Const Type 1 Curb <br />Inlet Catchbasin <br />I <br />to 0+35 to Sta 5+75 I Grate Elev = 17.51' <br />( <br />j R W Limits <br />Curb Inlet Catchbasin/ <br />Grate Elev = 18.02' <br />Grate Elev = 17.35' ! <br />Const 540 LF CG&S <br />i Invert Elev = 14.51 <br />Invert Elev = 14.26' <br />Invert Elev = 14,46' <br />i <br />__ �;_ <br />,.... _ _.._ � . __ <br />�i <br />Back of Walk <br />�,.. .. - ...I. <br />•' t Ji"u3i d,Y,uXwwaikr swurvrN'a . .: 1dYNk "..-.,.liM1l`3yc}MWiY�i _ i,id' <br />vvvvoovvvvvv <br />vvvvv <br />.: ,.., ..: ,. . <br />,.,.. <br />vvvvvvv <br />.. ... <br />+ <br />,e.:...: . .:::: <br />x <br />...,. _ _. X -i: : x ,... <br />v <br />vvvvvvv + <br />.. '4.� <br />vvvvvvv+ <br />-,- X -X <br />X <br />:..°#k, <br />+ <br />•X <br />x <br />X <br />vvvvvv <br />v v v vvv <br />vvvvvv <br />vvvvvvv <br />v v v o v v � <br />vvvvvvv CO <br />vvvvvvv N <br />- - v-v..-e-v <br />vvvv OD vvvvvvv <br />7_V_VV__1V111'_'1V'1V vvvv Q vvvvvvv <br />- v <br />- <br />-2O��W ACC ` <br />Ovvvvv <br />- -- - — <br />X� <br />vvvvv <br />x x x <br />x <br />- <br />-- ----------- ----- <br />---------- <br />/� <br />— <br />CBOT <br />% <br />CB03 <br />CBOS (I) 0 <br />n <br />— <br />— o°W(AC) <br />_-- ------ <br />20"W(AC)____. ____ <br />___.___. <br />� <br />--_ _ <br />Sto 3+25 (25' Rt) to <br />Sta 3+25 25' Lt) to <br />�9' <br />%utter Lip <br />to 3+25 Rt to <br />�9: <br />� <br />�D Sco <br />Construction Line <br />Sta 0+72 27' Lt) to <br />�6' <br />iv <br />Alignment <br />Sta 0+72 6' Rt to Sta 3+25 (9' Rt) <br />Sta 3+25 Rt) <br />Sta 5+80 9Rt <br />Sta 5+30 (25' Lt) to <br />ed <br />H- <br />N <br />Angle Pont <br />Sto 0+72 Rt) <br />Place 32 LF <br />4h, <br />Angle Point <br />Sta 3+25 (9' Rt Place 16 LF <br />Place 253 LF 12"0 RCP (Cl IV <br />Place 34 LF <br />12"0 RCP (CI IV) <br />Place 255 LF <br />12*0 RCP (CI IV) <br />Sta +80 Rt - I (n r <br />(34 <br />,Sta 0+J5 <br />12"0 RCP (CI IV) <br />Sto 1+50 E <br />I G <br />H T H <br />12"0 RCP (CI IV) <br />S T R E E T <br />i <br />Place LF S <br />RCP IV) G <br />_ <br />I <br />I <br />I <br />I12"0 (CI �p <br />2 <br />3 <br />4 <br />5 <br />1 <br />f <br />SD02 <br />� <br />u, <br />Sta <br />SD01 <br />0+72 (26' Rt) to - <br />Const Type 2 <br />N <br />N Z Q <br />� O <br />1+ <br />Sta 0+72 (6' Rt) <br />Commercial Dwy <br />_ <br />utter Lip <br />`J— <br />• <br />Place 20 LF <br />� NLn <br />12" 0 RCP CI IV <br />— � ) --CB02 <br />0 <br />W <br />111 <br />°°vvvvvvv <br />° <br />Oil <br />w <br />I (A <br />'— <br />¢ <br />+ <br />I '' .. <br />+ v v v v v o v <br />,: <br />vvvvv <br />vvvvvv <br />v v v v v <br />,' 1 <br />(J1 <br />vvvo v vvv vvv ,. <br />vvvvvv vvvvvv <br />M1 v vvv v v v v v v v <br />� <br />IOD <br />O <br />N <br />v <br />vvvvvvv <br />vvvvvvv <br />vvvvvv <br />N <br />vvvvvv <br />vvvvvv <br />-_ <br />y <br />.. <br />'___.._ <br />- <br />:__.._ <br />vvvvv <br />i <br />T <br />vvvvv <br />vv <br />—X x <br />x— <br />! <br />Sta 1+21 <br />Const <br />. <br />to Sta 5+75 <br />454 LF CG&S <br />_ __ Sta 3+25 (25' Rt) <br />Construct Type 1 <br />Sta 3+40 (15' Rt) <br />Reset Sanitary Manhole <br />—Back of Walk <br />St <br />0+72 (26 Rt) <br />_ <br />Sta 0+72 (9' Rt) <br />Sta 1+33 (14' Rt) <br />Curb Inlet Catchbasin <br />Frame & Cover to grade <br />I <br />I <br />I <br />Const Type 1 Curb / <br />Const Manhole (SD) (Tye 1) Reset Lamphole Frame <br />Grate Elev _ 17.51' <br />Catchbasin <br />Cover Elev = 17.49' & Cover to Grade <br />Invert Elev = 14.34' <br />Sta 3+25 (9 Rt) <br />� <br />Grat�nlet <br />Inve <br />Elev = 17,35' <br />Elev = 14.31' I <br />Inv N = 14.11' <br />Inv S 14.11 <br />Const Manhole (SD) (Type 1) <br />_ <br />Inv E — 14.11 <br />Cover Elev = 17.91' <br />I G-) <br />I <br />i <br />Inv N = 13.94 I <br />('Tl = <br />I <br />Inv S = 13.94� <br />r- <br />Sta 0+64 to Sto 0+90 <br />_ <br />Const 26 LF CG&S <br />I <br />Inv W) = 13 86' <br />I� <br />C'Zt�1 Of <br />L'Dunty o <br />� <br />� 1 <br />j <br />I <br />� �OFESS/qy <br />I D. Mq� F <br />'Stockton <br />San Joaquin <br />Q`� 2 <br />No 3W5 ' <br />Approx Right' <br />Of -cP� <br />of Way Limits <br />Peter D. Martin <br />Registered Civil Engineer <br />Assumed Bench Mark Elevation 20.27 <br />(Center of Sanitary <br />Sewer Manhole Cover <br />at 8th Street and <br />B Street Intersection) <br />Station 11 +86 (14' <br />Right) <br />Const Exist Grade <br />CL=17.87' <br />CL=18.06' <br />G (Rt) <br />+50 OG (Lt) <br />CL=18.26' <br />CL=18.46' <br />20 - ----- - <br />- <br />- <br />CL=18.16' <br />20 <br />_ <br />Sto 0+35 <br />+72 (GB) <br />CL-17.67' Exist <br />Lamphole <br />_ <br />- - - - <br />Conform <br />CL=17 6 ' <br />- <br />- <br />- - - <br />- <br />FL (Rt) <br />- <br />- - - -- <br />- <br />-- <br />- -- -- <br />- <br />-- - - - <br />- <br />- <br />77 <br />- <br />-- = . o <br />f <br />. n <br />- - <br />--- <br />- <br />FL <br />, <br />7. <br />Lt 1 90 <br />L Lt <br />FL (Lt) <br />I!, <br />7FL <br />(Lt & Rt)=17.1 <br />FL (Lt & Rt) <br />FL (Lt & Rt)=17.35 <br />FL (Lt & Rt)=17.54 <br />CB03 (Lt) <br />I FL (Lt. & Rt) <br />FL (Lt & Rt)=17.74' <br />FL (Lt)=17.86' <br />L (Rt)=17.94' L (Lt)=17.80' I 3 <br />(D <br />CB04(Rt <br />CB01(Lt) <br />+72 <br />FL (Lt & Rt)= <br />_ '_ <br />7.09 <br />CBOS (A <br />—1-5— <br />-- <br />�� (Rt <br />O <br />0.107, <br />I <br />- <br />SD 01 <br />v <br />- <br />_ __ <br />—' — <br />SD 02Ln <br />.......... ........... <br />12 0 RCP _ <br />_ — <br />— — -- _ _ _ — <br />Exist SS Manhole <br />12*0 RCP <br />12"0 RCP <br />(CI IV) <br />_ _ — — _ _ <br />— _ _ <br />_ <br />(CI IV) <br />(CI IV) <br />Exist Sewer <br />T <br />Exist Sewer <br />Cu <br />Rdwy xc <br />252 <br />386 <br />414 <br />415 <br />409 <br />428 <br />2,304 <br />Yds <br />Emb <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Total <br />Sto <br />0 <br />1 <br />2 <br />3 <br />4 <br />5 Sta <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />DATE <br />COUNTY OF <br />SAN <br />JOAQUIN <br />Vertical Scale u z 4 <br />In Feet <br />Horizontal Scale ?o ao <br />EIGHTH STREET <br />PLAN AND PROFILE <br />SOUTH <br />(Eighth Street, D Street, <br />STOCKTON <br />Ninth Street, Loomis <br />SIDEWALKS <br />Avenue, Pock Lane and Eleventh Street) <br />SHEET <br />No <br />TOTAL <br />SHEETS <br />Ja <br />�une l l <br />/ <br />7�zZ�I( <br />THECKED <br />_� <br />?/aZ/i/ <br />5 <br />25 <br />CV <br />14� <br />In Feet <br />FILE NAME <br />DRAWER <br />SHEET No <br />ACAD <br />REVISIONS <br />DATE <br />—r <br />