Laserfiche WebLink
Sta. 3+29 Sta. k29 <br /> Conform I ij: Confirm <br /> Sto. 3+17 ' <br /> � � I �� `� Sta. 3+17 <br /> Conform I Conform <br /> 3 <br /> - -- -- -- --- --- --- - - <br /> --- --- - -- ---- - --- <br /> - -- <br /> — 1 EUCLID I AVENUE — — 1 <br /> �I o <br /> 4 Sto. 2+86 ECR Sta. 2+86 ECR 6 <br /> Conform I I Conform <br /> ---- ---- --- �a <br /> — - ---- ------- - - -- - ----- <br /> Top of Grate ( To of Grate <br /> Elev. = 99.18 Elev. = 99.38 <br /> Invert Elev. = 95.68 Invert Elev. = 95.68 <br /> ✓ h <br /> Sta. 2+78 MDP r: Sta. 2+78 MDPT <br /> 99.42 99.57 <br /> Sta. 2+55 BCR Sta. 2+55 BCR <br /> 99.55 `E 99.65 <br /> e N <br /> NOTE: All short sections of new concrete (curb and gutter, curb gutter F, mished Const. <br /> and sidewalk) are to conform to existing (curb and gutter, curb gutter and 102 E 102 <br /> sidewalk) on either side , with a straight grade between existing sections . ti) <br /> ro o o vi rn 0Existing profile <br /> corn + + rn <br /> L0 + o) � <br /> LO <br /> LO _ _ <br /> 100 + - - - +1 .71% —1.289, - - - - - - - - - - - - <br /> — - -.- - - - - - _. <br /> _ 100 <br /> ' —0.55 +0.80% <br /> SCALE: Horiz. 1 " = 20' <br /> Vert. 1 " = 2' <br /> 98 98 <br /> 4 5 6 <br /> Top of Grate Top of Grate Sta. 9+07 Sta. ;907 <br /> Elev. = 98.37 Elev. = 98.45 <br /> Invert Elev. = 94.99 Invert Elev. = 94.99 Conform I Confirm <br /> Sta. 6+16 Sta. 6+16 <br /> Conform Conform %I <br /> Sta. 8+95 Sta. 8+91 <br /> Sta. 6+04 Sta. 6+04 Conform ` Conform <br /> Conform / Conform <br /> - - — — - <br /> - - - -- - -- -- -- - - - - <br /> - - - - - - 6W - - <br /> 4 W <br /> \— _ — 6„W — i-1wv - <br /> INMAN AVENUE <br /> PRINCETON AVENUE — 1 - - - _ 1— <br /> — 1 - - - - - - - - - 4 6 <br /> 4 <br /> 6 <br /> -- - - - - - - -- <br /> — - - <br /> � _ I <br /> 2'G — — — — <br /> Sto. 5+69 Sta. 5+69 Sta. 8+60 'e. r <br /> Conform p ' Conform °�” <br /> Sta. 8+64 <br /> Conform , � � ; � Conform <br /> Sta. 5+57 Sta. 5+57 <br /> Conform I " Conform Sta. 8+47 1 1 1 1 Sta. *47 <br /> Conform I Confirm <br /> i <br /> Top of Grate To of Grate <br /> N <br /> Elev. = 98.34 I ( Elev. = 98.34 00 <br /> Invert Elev. = 94.96 Invert Elev. = 94.96 <br /> 102 Finished Const. 102 102 E <br /> Pushed Const. 102 <br /> a=' <br /> a ^E p n m Existing rofile <br /> o <br /> a ^ Existing profile � + + rn + <br /> 100 c°� (6 Cq 0 ( 1 0 100 100 + — — — — + ! — — - 100 <br /> — _ _ <br /> n °+a � + a+ + rn + __ - - - - - - - - - - - - - - - +0.96 0 —0.539e IF <br /> + — - - - - - - - - - - - - - <br /> - - _- - _ _ - - —1.059; +0.88a <br /> - - - - - - - - - - - +0.94% —0.20% +0.82% <br /> - - 0.879; Horiz. 1 = 20' Horiz. 1 = 20' <br /> SCALE: Vert. 1 = 2 SCALE: Vert. 1 " = 2 <br /> 98 98 98 98 <br /> 4 5 6 4 5 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> /,, COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AND PROFILE WEBSTER AVENUE RECONSTRUCTION NO. SHEETS <br /> 2100 -�� �- t/3 �--- 73%p a INTERSECTIONS (Alpine Avenue to North End) 7 s <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> profile.dwg e:\project\webster\profile <br /> w --� ! <br />