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'ON 133HS <br />i 13Mdiy0 <br />M <br />! <br />POCK LANE <br />; <br />M <br />END OF IMPROVEMENTS <br />' <br />< <br />Remove trees <br />and dense <br />vegetation <br />M <br />to be paid under Clearing <br />and Grubbing <br />M <br />Z <br />Sto 62+73 (20'; Rt) <br />Abandon 24 LF! <br />R W <br />12"0 CMP <br />Sta 62+15 <br />to Sta 64+49 <br />= <br />' <br />Sta 63+32 to <br />Sta 63+25 Sta 63+70 <br />Place 236 <br />LF Sidewalk <br />Exist Culvert <br />a <br />Conform <br />Sta 62+56 <br />Place 4x4 Steel Tubing Sta 63+67 Lt <br />( ) � Place 4x4 Steel <br />Tubing <br />g <br />MS- 502 <br />R/W Limits <br />( <br />+ <br />+64 <br />Place 4x4 Steel Tubing <br />See <br />Sht 23 for details Abandon 35 LF ( See Sht 231for <br />details <br />a <br />36' Lt <br />See Sht 23 for details <br />� <br />12"0 CMP <br />" <br />Exist 12 0 <br />+ � + <br />Pipe �, � � , � <br />Sta 64�-79 to Sta 67+49 <br />rn <br />- -- <br />Swale Flow Line f' <br />FF 3 µ� <br />. <br />Back of Walk <br />Place �74 LF Sidewalk <br />Q <br />% z <br />x <br />x . <br />777 z xTs z <br />,•.. <br />- <br />.; <br />- <br />. <br />0 <br />T <br />- <br />x <br />I <br />\ <br />/A �/ <br />w <br />Vvoav <br />9to v°� - <br />'.vv <br />SDI19 °°o°o <br />_ <br />SDI2o <br />—� —� <br />Place AC <br />r <br />-• <br />Sta 62+59 (18' Lt) <br />Sta 63+ 15 (16' Lt) I <br />- - - - <br />Sta 64+ 17 19' Lt ! <br />( ) <br />- - 8°W(AC) -y, - - - - - - - -- - <br />o <br />- - -- <br />-- - - - - 8"W(AC) - - - <br />Face of Walk <br />- - - - - - (- - - - 8"W(AC) - - - - - - <br />- - - - - <br />1<M's� ArQ"S) <br />- - - <br />--8"WFAC}- <br />S <br />Const Modified SDI <br />Const 18 � SDI <br />Const <br />" ' ` i <br />18 � SDI to � <br />Sta 65+34 Lt <br />T e <br />Sta <br />66+56 (Lt) <br />Q1 �D <br />See Sht 22 for Details <br />� i <br />connect <br />; , <br />Exist Pipe <br />Place Dwy D <br />y (Type ) <br />Exist EP , <br />Place Dwy (Type D) i <br />�- <br />Sta 62+59 (Lt) <br />p <br />r O � � <br />63 <br />Sta 63+50 (Lt <br />� <br />64 <br />65 <br />66 <br />67 <br />i L A N E <br />68 <br />Z <br />Place Dwy (Type D� <br />Place Dwy (Type D� <br />' � � Exist 12"0 Pipe <br />O <br />— <br />V) <br />x x <br />G <br />x x z <br />-- - - -- -- - --- - - -- -- -- - -- - -I--- — �- _- <br />x x x <br />-r --.-.-- <br />T <br />_=--- -- G <br />--- ----- -- - -- <br />- - <br />----- - ---- ---- <br />x�} ;F� <br />oo Sta 65+80 <br />—--t�---G------ ------ --- <br />-" p; #�S[ '' <br />Ali. <br />- <br />-- - - --- <br />-- <br />-- --- <br />Sta 62+59 (18' Lt) <br />Sta 63+ 15 (16' Lt) <br />Place <br />Place 33 LF <br />� <br />to Sta 63+ 15 (16' Lt) <br />to Sto 64+ 17 (19' Lt) <br />4x4 Steel Tubing <br />12 0 CSP <br />Place 56 LF <br />Place 102 LF <br />At ends of Culvert <br />Regrade 70t Exist Roadside Ditch <br />(0,079" Thick) <br />12"0 CSP (0.079" Thick) <br />12"0 CSP (0.079" Thick) See Sht 23 for details <br />Earthwork (Misc Areas) <br />�pFESS/py�' <br />Lj No. 38465 <br />qIF C/ VIA <br />01* <br />Cp��F <br />Peter D. Martin <br />Registered Civil Engineer <br />R/W <br />15'f <br />28't <br />Existing Culvert <br />18' f <br />AC Dwy <br />AC Dwy <br />MS-W502 <br />AC Dwy <br />0 0 <br />Finished Grad <br />25 <br />- <br />(Back of Walk <br />25 <br />0 <br />tD S j <br />- <br />_ <br />24.22' � 3 2498' <br />- _ - - <br />- --- <br />22.70' +25 +43 <br />22.95' 22.95' <br />xist <br />EP Grade <br />Qi <br />- <br />- <br />+83 <br />+36 _ __ ___ <br />+64 <br />93 22.72 <br />+16 <br />_._ __ <br />_._.-- -_ <br />+20 --- - -- +50 <br />11, __. <br />+42 <br />22 35' <br />22.299 <br />+67 <br />22.58' <br />22,58 <br />� _ _ 22.72 <br />+26 +74 <br />22.18 <br />+98 <br />22.70 <br />- - <br />+80 <br />22.19 <br />+20 +37-- <br />- <br />0 (D+25 <br />+57 <br />21.64' 21.83' <br />— <br />21,97 21.97 ------22.38 <br />- <br />22.1 8 <br />- --_-_-- .---- - - - - - <br />- - - <br />.01 <br />22.08 22.11 <br />_ _ <br />-- <br />-+ <br />Z Q <br />--- --- <br />- - - - - <br />+66 +86 <br />21.98' 22.03' <br />- - - +26 22.17' +66 <br />21, 65' 21.65' 22.24' +98 <br />1 <br />2 .86 <br />--- <br />+ 16 <br />21, 86 <br />+29 <br />22.76 <br />+50 <br />2 .25: - <br />r �-- - - - <br />r � <br />_ —_ <br />+80 <br />210 <br />17 <br />} 23 p , <br />22.34 <br />+92 <br />J,. <br />4 227 , <br />}1.9 <br />Z <br />+55.69 <br />21.32' <br />-61— -1 <br />21.72' <br />— — — <br />� <br />--- --- <br />--- <br />ie Invrt <br />2131 <br />Lt <br />( ) 21.80 <br />_I <br />- 20 <br />-' tv <br />+57 <br />21_ 19' <br />r <br />Swale FL (Lt)t <br />0 <br />j <br />Swale FL (Lt) <br />Pipe Invert <br />CB 19 — — <br />CB20 <br />r <br />r <br />r <br />+11 Swale FL (Rt) <br />+82 <br />Origin Ground Profile <br />at Fence <br />/ �r <br />1 <br />Modified SDI- <br />20.02' <br />12"i CSP Abandon Exist 12*0 Match <br />Exist <br />, - - -� Exist <br />12"0 CMP (Rt) --Original Ditch Profile <br />Pipe Inv (R <br />) <br />Dwy Pipe Pipe <br />Invert <br />20.81' <br />Abandon Exist <br />Dwy Pipe <br />Exist 12"0 CMP <br />(Lt) <br />15 <br />STA <br />63 <br />64 <br />65 <br />66 <br />67 <br />68 <br />STA <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />COUNTY <br />OF SAN JOAQUIN <br />Vertical Scale o 2 4 <br />in Feet <br />Horizontal Scaleo ?o ao <br />POCK LANE <br />PLAN AND PROFILE <br />SOUTH STO <br />(Eighth Street, D Street, Ninth Street, <br />C KTO N SIDEWALKS <br />Loomis Avenue, Pock <br />Lane and Eleventh Street) <br />SHEET <br />N0, <br />TOTAL <br />SHEETS <br />J <br />12/10 <br />?�i XIi( <br />- <br />� —t om. <br />?/z��j <br />15 <br />25 <br />C0 � <br />FILE NAME <br />DR ER <br />SHEET No <br />ACAD <br />REVISIONS <br />DATE <br />0 <br />qq? <br />I <br />0 • <br />