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(0 <br />d <br />z <br />m <br />m <br />s <br />n <br />in <br />u <br />C0 <br />+ + 8 <br />rf + + + + °�+ *w <br />0 0 9 �+ n S + o o C"44 a <br />C4 C4 1 C14 <br />a o® J o W i 1 ci *' <br />I o o ci <br />I e <br />-- -- -ii <br />12 <br />Finish - C12 <br />roda - - - --- - --- - -- - ----- <br />Finish GradeMCoast Existing <br />CL Const Gr'Dund CL <br />1 11 <br />Ground CL - ---- - - ---- -----;----- --- ----- <br />.� ---- ---- -- - ---- ---- _ _. _ <br />r - _�. <br />10 - __ ___ - - - - - - - .27� ( ) <br />0.20% (Lt) <br />0 I_t <br />62�07,, "qRt <br />4% Lt T r�Lt <br />9 . <br />E <br />g - - - -New Gutter FL (R) -- - - - -- -- <br />New Gutter FL (Lt) <br />7 <br />6 I I <br />- I - <br />- - <br />5 Abandon existing 15' Storm Drain Pipe <br />and plug with concrete.Lr <br />f <br />I I <br />4 - <br />- <br />-•- --_--- ---- ----�- - - --- i � ---j ---- ----SDI�1i <br />Existing 36" Storm Drain Pipe to remain in place I I I - GR 9. 93 <br />3 I �. 12 INv 5,, 70 E (out <br />, <br />0.20%{�t) - - --- -- - - - - - - 10 <br />e <br />_ . ._. 9 <br />Now Gutter FL (Rt) ' <br />New Gutter FL (Lt) <br />_ .. ., .. 7 <br />- -- ------ - 6 <br />Abandon existing 15" Storm Drain Pipe <br />- - - - and plug with concrete. - - - - - '- <br />5 <br />l <br />i <br />---- --- --- - ---- -- ___ - - -----h- - _ - - -- <br />Existing 30" Storm Drain Pipe to remain in place <br />4 1+-_ --- <br />-Existing36' <br />SDI 1f! I SIX 1� SDI 19 <br />GR 9.422 _ - GR„ _4j01' -__ R_-9.820 to remin in SewerPipePlpe <br />�NV� <br />12` INV 4.438 14E (OUT) 12 I i 4.438 W (OUT) - 2' INV 4.567 (0111') --_ -- --__ - -_ _ ._--_-.__ - -_-- _ __ __ _ _ _- <br />PROFILE SCALE �+ ' �' <br />1 r sOtl�Hf3A - ---- -- ---- --- ---- --- <br />0 20 40 100 Horiz- - - - - -QQ - _ - _ _ = 00 e'6 A 1 <br />;0J 1, o �....- - <br />36` INV 2.780 S (0 --- --- -- <br />36` INV 2.670 S 0IT)- -- --- ---- ( - <br />36` INY 2.670 N I9. 6 30` INV 2.780 N IN <br />CO 0 2 5 Vert 12' INV 4.066E .SSMH#312' INv a.1a7 NE(II <br />12' INV 4.338 SW r 12" INV 4.970 W IN <br />39 40 41 42 43 44 45 46 <br />DRAWN BY <br />(yprus Sommer <br />DRAWER <br />DATE <br />8/5/22 <br />SHEET NO. <br />*ON 133HS I N3Mt 3 <br />STORM DRAIN MAINTENANCE HOLES <br />AND STORM DRAIN INLETS SCHEDULE <br />Ibsen <br />Location <br />LENGTH <br />CO <br />ation <br />Invert Sevationss <br />SDMH#6 <br />Existing <br />Sta 40+45 14' Lt <br />Adjust Frame and Cover <br />9,440 <br />2.670 <br />2.670 <br />4.088 <br />4.338 <br />12" Dia High Density <br />Polyethylene HDPE <br />10 LFOIX <br />SDI#19 to SDMH#6A <br />12" Dio High Density <br />Polyethylene HDPE <br />38 LFO1X <br />36 N (IN) <br />36 5 (OUT) <br />12 E (IN) <br />12- SW (N) <br />SDMH6A <br />New <br />5ta 41 +55.5 14' Lt <br />Install new Storm Drain <br />8654 <br />, <br />2.780 <br />2.780 <br />4.187 <br />4.970 <br />Maintenance Hole T <br />Type 1 <br />3a" N (N) <br />30- S (OUT) <br />12- NE (N) <br />12- W (N) <br />SSMH#3 <br />Existing <br />Sta 40+72 25' Lt <br />Adjust Frame and Cover <br />9.406 <br />0`735 <br />0.731 <br />38- N (N) <br />3e" S (OUT) <br />SDI#16 <br />New <br />Sta 40+39 25' Lt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />9.422 <br />4.348 <br />12- NE (our) <br />SDI#17 <br />New <br />Sta 41+56 25' Lt <br />Install Curb Inlet Catchbosin <br />(Type 1) SJCo Std D -13A <br />9.793 <br />5.070 <br />12 E (OUT) <br />SDI#18 <br />New <br />Sta 40+45 25' Rt <br />Install Curb Inlet Catchbasin <br />9.410 <br />4.438 <br />(Type 1) SJCo Std D -13A <br />12 W (OUT) <br />SDI#19 <br />New <br />Sta 41+68 25' Rt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />9.820 <br />4.567 <br />1_ sw <br />PROFILE LEGEND <br />--- - Existing Ground <br />--- Finish Grade <br />- -- - New Gutter Flow Line (Lt) <br />- - - New Gutter Flow Line (Rt) <br />CO -Cover <br />GR=Grate <br />HPFL=High Point Flow Line <br />Al <br />STORM DRAIN PIPE CONNECTIONS SCHEDULE <br />FROM - TO <br />PIPE TYPE <br />LENGTH <br />2 <br />FROM - TO <br />PIPE TYPE <br />LENGTH <br />SDI#16 to SDMH#6 <br />12" Dio High Density <br />Pol eth lone HDPE <br />15 LF01X <br />SDI#18 to SDMH#6 <br />12" Dia High Density <br />Polyethylene HDPE <br />37 LFO1X <br />SDI#17 to SDMH#6A <br />12" Dia High Density <br />Polyethylene HDPE <br />10 LFOIX <br />SDI#19 to SDMH#6A <br />12" Dio High Density <br />Polyethylene HDPE <br />38 LFO1X <br />PROFILE LEGEND <br />--- - Existing Ground <br />--- Finish Grade <br />- -- - New Gutter Flow Line (Lt) <br />- - - New Gutter Flow Line (Rt) <br />CO -Cover <br />GR=Grate <br />HPFL=High Point Flow Line <br />Al <br />8/5/22 <br />TRUNCATED DOME REVISION <br />CS <br />AT <br />2 <br />8/5/22 <br />CORNER RAMP CASE REVISION <br />CS <br />AT <br />6/28/22 <br />RCP REPLACED WITH HDPE REVISION <br />CS <br />AT <br />to <br />6/28/22 <br />FLOWLINE GRADES do VERTICAL CURVE REVISION <br />CS <br />AT <br />MARK <br />DATE <br />DESCRIPTIONS <br />BY I <br />CH'D <br />REVISIONS <br />PROJECT ENGINEER DATE CHECKED BY DATE <br />(Jprus Sommer 8/5/22__J Awnz paha g�5/22 CO OF SAN JOAQUIN NO SCALE PLAN AND PROFILE <br />C"'0RD DRA i N(3 <br />Corrections By <br />Na Changes By <br />C.te- <br />fly Person Using This Drawing Shculd Verity <br />43 Information By Inspecting The Site Of Work <br />ET TOTAL <br />PERSHING AVENUE WIDENING SN . SHEETS <br />(Meadow Avenue to Thornton Road) 7-R3 21 <br />