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0.30' AC <br />. ,. <br />ON 133HS I 83M` 80 <br />Ln <br />0 0 <br />N <br />+ <br />{ x <br />I {I { <br />m0 <br />+ <br />- 20"W(.AC) <br />" O 16 <br />H- I w TO <br />i--- -❑ 0❑ <br />N DH <br />I <br />12 I — <br />{ Const Line Angle Point <br />,i Sto 12+46 <br />A. <br />FF <br />Sta 12+02 25' Rt) - <br />Exist SD Manhole <br />to remain <br />U I <br />M I <br />M <br />Traffic Signal Modification <br />Reset Traffic Pull Box <br />Fire Hydrant and Valve to <br />be Relocated by others <br />Traffic Signal Modification <br />Reset Traffic Detector <br />Handhole (2 each) + <br />0 <br />x 4 <br />0 __ <br />1 <br />9 <br />Sto 12+46 to Sta 15+54 <br />Const 331 LF CG&S <br />— x <br />vvvvvvv <br />vvvvvvv' <br />Relocate Water <br />j Meter by others <br />+! <br />4.- <br />,— x <br />vvvvvvvvv <br />vvvvvvvvv <br />Const Line Angle Point <br />Sto 13+77 <br />E I G H T H <br />W <br />T <br />N <br />— 20 <br />Conform <br />Sto 5+87 <br />17' <br />18' <br />j <br />x <br />U) <br />r <br />Sta 15+52 (43' Lt) <br />C <br />Construct 18"0 SDI <br />m <br />Grate Elev = 19.62' <br />m <br />Invert Elev = 16.51 <br />r <br />Sta 15+95 (43' Lt) <br />Construct 18"0 SDI <br />Grate Elev = 19.62' <br />+54 <br />63' Lt <br />Invert Elev = 15,99' <br />Fence to be --- - ' 68 Lt Begin <br />Relocated by others V End CG&S CG&S <br />Const o ° ECR BCR <br />Sto 15+44 (Lt) v g <br />Const Type A Ramp v A <br />(See Sht 21 for Details) _ <br />Back of Walk <br />SDI01 SI <br />x ••rrr--rr.— �rrrrr.c „�� ems,..=— x <br />1 <br />r Lip <br />1114— — -- - -- 75 <br />-- <br />o <br />�- - r+•-•rr�' <br />_.., ..ea��•,,:�.b+ �^.::�s�.-k�w -_. il.l ��� ., . . yiw.'�ai .sue:'! aadHi-u1....w uawn,,t. :;:. 9Y�1 .... _ •. <br />N Traffic Signal Modifications', i a + ; ____._ ....... <br />of Replace Traffic Loops -1 -4 <br />/ (Total 8 Each) per SP ES-5A ® -4R/W Limits <br />CURVE DATA <br />CURVE <br />NO. <br />RADIUS <br />LENGTH <br />STATION <br />BCR <br />ECR <br />1 <br />30' <br />50.27' <br />15+22 <br />15+54 <br />2 <br />W <br />1 50.27' <br />1 15+93 <br />16+22 <br />Fence to be Relocated <br />LSta <br />rs <br />00 (Lt) <br />pe A Ramp <br />21 for Details) <br />R T x x x <br />vvvvvvvvvvvvv <br />-- <br />X <br />rn <br />- - --- --- s"w(Ac) - <br />-- <br />I <br />—6"W(AC) - <br />Sta 15+95 43' Lt to <br />Sta 15+52 to Sto 15+95 <br />(43' Lt <br />� <br />Sta 15+76 (25' Rt <br />S T R E E T <br />Place 43 LF 12"0 RCP (CI IV <br />Place 72 LF 12"0 RCP (CI IV) <br />15+72 <br />(Eighth St) <br />Sto 16+05 (17' Rt) <br />—Sto <br />Sto 6+97 <br />(Camel St) <br />( Reset Sanitary Manhole <br />Frame & Cover <br />Gutter Lip <br />to grade <br />I <br />MSDI <br />MSD2 <br />2222 <br />+ + �7 <br />J ® N <br />�': <br />+ <br />vvvvvvvvvvv <br />vvvvvvvvv v <br />Back of Walk V ': ��• x x x <br />:�` <br />O0 <br />°°°°°°°°°°° <br />vvvvvvvvvv <br />�I <br />vvvvvvvvvvv <br />Sto 15+44 (Rt) <br />R/W <br />1 <br />Sta 15+76 (25' Rt) <br />Sta 13+27 to Sta 17+$0 <br />Construct Type B <br />Const Modified SD Manhole (Type 1) <br />Const 423 LF CG&S <br />Ramp (See Sht 21 <br />with 24"0 Frame & Grate <br />for Details) <br />' <br />Grate Elev = 19.56' <br />Invert Northwest Elev = 15.34' ' <br />Invert Northeast Elev = 15.34' <br />{ <br />Invert South Elev = 15,09' <br />Sta 15+93 to Sta 17+50 <br />Const 183 LF CG&S <br />x x x- <br />0 <br />V)n <br />(A <br />771 <br />— — <br />� <br />VI <br />f <br />.BIZ <br />—_000 <br />Ln <br />O <br />® <br />x <br />i <br />Sta 17+00 (25' Rt) <br />Const Modified SO Manhole <br />(Type <br />with 24"0 Frame & Grate <br />,1) <br />Connect to Exist Storm Drain i <br />Grate Elev = 19.79' <br />Peter D. Martin <br />Registered Civil Engineer <br />Const <br />+37 (Laurel St) <br />CL=20.65' L=20.52' Exist Grade L=20.32' +54 (68' Lt)Sto 15+76 L=20.41' <br />FL=19.74 CL=20.16' — - - - — <br />Sta 12+21 +60 (Rt) (Lt) Conform CL=19.84' - - - - - - - - - 0 <br />0 - - - --- — --�-----------------_----- --+90(68' Lt) =2021' FL (Lt)~�� ----------�n <br />LZL=20.26' <br />_--- - — ----=0.21%_ — - - - --- FL=19.68' L +0.20�- --20 n 6 I1:0 - - --- <br />._ _ <br />0 20 <br />3-1 II - - - - - - - - - - _ 15 _ _ - - +37 Hi Pt 0.2-1� -—•-----•— ——••--2• --••-- ---•—..__-. = --• _ __ ------ — -- -- --- <br />FL— -_-°_ ---• ...—..- 0.20� <br />--�•�T--tam.-�• <br />.. - <br />(Lt)=20.13' FL (Lt)=20.00' U1 %_ S 3 <br />- FL (Rt)=19.87' _ - FL (Lt)=19,80' - { l - �- - - - <br />3 � 1 1 +46 L (Lt) FL (Lt)-19.71 +27 Hi Pt FL Rt FL (Lt) +20� FL (Rt) +76 LP +25 GB FL (Rt) FL (Lt & Rt)=19.89' FL Lt & Rt) �D <br />(p 0 I I FL (Lt)=19,09 FL (Rt)=20.02 ( ) FL (Rt)=19.67 FL (Lt)=19.76 FL (Rt) � FL (Lt)=19.74 ( I� +i <br />. ........... . <br />0 <br />{ I I FL (Lt)+59.66'_ FL SLtP 19.61' 0 <br />Z Ll0 I I Exist 18" SD 0111 ---- v <br />-Ln.. _ - _ _ <br />Pipe (Rt) - - - - <br />{{ I I ___---- -- slxol <br />15 I I ---------------- ------- ---- SDI02-------_ _—___--_ _---- ----- 15 <br />LJ <br />- N I--------------------------- ---- _-___---------------- _ Exist 18" SD M 2 Exist 12" SD <br />MSDI <br />- - - - Pi Rt Pi Rt e <br />___----_---------- ---., _ 12"0 RIP 1 0 RCP <br />-------------------- (CI V) (ClC V) — — — <br />Pip Inv]Pipe Inv — — — — — — — <br />1�.�98' 12.98' — — -1 F <br />{ — — — — — - — — - — — — Exist Sewer <br />Exist Sewer Exist SS Manhole <br />10 10 <br />Exist SS Manhole <br />367 388 402 3 <br />Cu 84 2,467 Total xc 262 664 Yds Emb 0 0 0 0 0 0 0 <br />Sta 12 13 14 15 16 17 Sta <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Vertical Scale o 2 4 EIGHTH STREET SOUTH STO C KTO N SIDEWALKS SHEET TOTAL <br />�a , i COUNTY OF SAN JOAQUIN In Feet No SHEETS <br />eei�une 11 7�Z Z/ � . �'� '� 7/Zz/.•< HorizontaInSFeet z0 40 <br />PLAN AND PROFILE (Eighth Street, D Street, Ninth Street, Loomis Avenue, Pock Lane and Eleventh Street) 7 25 <br />FILE NAME I DRAWER SHEET No ACAD REVISIONS DATE <br />