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10 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />New 8" Water Line <br />Install 845'± 8" AWWA--0900 Pipe <br />Cne C lr`- C4d D-I)n 4- <br />Sto 46+56 43.2" Lt <br />Elev 10.698 (HUB IN GRASS) <br />Install 8" Gate Valve <br />and Valve Box <br />See SJCo Std W-5 <br />Existing FN to remain <br />In Dk km- --, <br />Install New Fire Hydrant <br />-.X D/1111 C4.. R 1 -1- 1 1 <br />55 56 57 58 59 60 61 62 63 <br />DRAWN BY <br />Cyprus Sommer <br />DRAWER <br />P <br />DATE <br />8/5/22 <br />SHEET NO. <br />-i$2_ <br />12 <br />11 <br />10 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />New 8" Water Line shall cross the Existing 8" Sewer Main at least one foot above the <br />pipeline. <br />`B New 8" Water Line shall cross a minimum 4" below New Storm Drain Pipe. (i.e. Storm <br />Drain Pipe connecting SDI#51 to SDI#50). New 8" Water Line must be Encased in <br />Concrete 5' on either side of the New Storm Drain Line. See SJCo Std W-10 for <br />Encasement detail. <br />STORM DRAIN MAINTENANCE HOLES <br />AND STORM DRAIN INLETS SCHEDULE <br />ftm <br />umatlon <br />CS <br />PO/9RRNwat <br />o <br />armilllfrs <br />SDMH#14 <br />New <br />Ste 56+89 13' Lt <br />Install new Storm Drain <br />Maintenance Hole T 1 <br />10.501 <br />2.016 <br />24 N (N) <br />2.016 <br />2,C s (aro <br />4.074 <br />12- NW (IN) <br />4.153 <br />12- NE (N'O <br />SDMH#14A <br />New <br />Ste 58+75 13' Lt <br />Install new Storm Drain <br />Maintenance Hole Type 1 <br />10.504 <br />2.206 <br />24 N (" <br />2.206 <br />24 s (otic) <br />4.858 <br />1r w (90 <br />4.808 <br />12 E (MO <br />SDMH#15 <br />New <br />Sto 60+57 13' Lt <br />Install new Storm Drain <br />Maintenance Hole T 1 <br />10.619 <br />2.377 <br />24' N (IN) <br />2.377 <br />24' 3 (0111) <br />4.330 <br />1r NW (IN) <br />6.516 <br />12' NE (IN) <br />SSMH#6 <br />Existing <br />Sto 55+40 1' Rt <br />Adjust to final <br />Grade <br />10.709 <br />6.469 <br />s' s (N) <br />6.529 <br />N' E (N) <br />6.465 <br />s' w (our) <br />12" <br />SSMH#7 <br />Existing <br />Ste 58+90.5 2' Lt <br />Adjust to final <br />Grade <br />10.741 <br />5.486 <br />8 E (00 <br />5.374 <br />10 N (Out) <br />SSMH#8 <br />Existing <br />Sto 60+65 0' offset <br />Adjust to final <br />Grade <br />10.885 <br />5.126 <br />6' N (NO <br />5.140 <br />10' s (N) <br />5.117 <br />10' w (our) <br />SDI#4$ to SDMH#15 <br />SSMH#9 <br />Existing <br />I <br />Sta 62+40 0' offset <br />Adjust to final <br />Grade <br />10.980 <br />5.706 <br />s' E pN) <br />5.700 <br />I s' s (oUl) <br />HDPE <br />*ATTMH#1 <br />Existing <br />Ste 59+04 13' Rt <br />To to adjusted 10.487 <br />Polyethylene <br />*AT&T Manhole <br />SDI#40 <br />New <br />Sto 56+99.5 56' Lt <br />Install Curb Inlet Catchbosin <br />ype 1 SJCo Std D -13A <br />9.822 <br />4.574 <br />Ir N <br />4.474 <br />i2' SE <br />SDI#41 <br />New <br />Ste 57+33.5 56' Lt <br />Install Curb Inlet Catchbosin <br />1 SJCo Std D -13A <br />9.967 <br />4.894 <br />1r s (0m) <br />Polyethylene <br />SDI 42 <br /># <br />New <br />Sto 56+97 56' Rt <br />Install Curb Inlet Catchbosin <br />1 SJCo Std D -13A <br />9.897 <br />4.853 <br />12 N (Ii) <br />4.753 <br />12- sw (OUT) <br />SDI 42A <br /># <br />New <br />Sta 58+75 21' Lt <br />Install Curb Inlet Catchbosin <br />pe 1 SJCo Std D -13A <br />10.168 <br />4'958 <br />12 E (our) <br />SDI 43 <br /># <br />New <br />Ste 57+31 56' Rt <br />Install Curb Inlet Catchbosin <br />(Type 1) SJCo Std D -13A <br />10.117 <br />5.173 <br />12- s (our) <br />12" <br />Dia High <br />SDI#43A <br />New <br />Ste 58+75 21' Rt <br />Install Curb Inlet Catchbasin <br />1 SJCo Std D -13A <br />10.168 <br />5.108 <br />/ r w (our) <br />SDI#48 <br />New <br />Sta 60+50 56' Lt <br />Install Curb Inlet Catchbosin <br />1 SJCo Std D -13A <br />9.927 <br />4.730 <br />1 r HE (our) <br />4.730 <br />Ir N (N) <br />24" <br />Die High <br />SDI#49 <br />New <br />Sta 60+83.5 55' Lt <br />Install Curb Inlet Catchbosin <br />1 SJCo Std D -13A <br />9.947 <br />5.030 <br />/r s (OUT) <br />SDI#50 <br />New <br />Ste 60+47 56' Rt <br />Install Curb Inlet Catchbasin <br />1 SJCo Std D -13A <br />10.067 <br />7.165 <br />2 aw (OUT1 <br />7.165 <br />12* N (N) <br />SDI#51 <br />New <br />Ste 60+81 56' Rt <br />Install Curb Inlet Catchbosin <br />(type 1) SJCo Std D -13A <br />10.087 <br />7.475 <br />tr s (our) <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 />Gate Valve <br />° Po eth iene <br />RECORD DRAWING <br />orrections By <br />^hanges By.4r <br />= ^ f Person Using This Drawing Should Verify <br />All Information By Inspecting The Site Of Work <br />LENGTH <br />327 LF <br />31 LF01 X <br />42 LF01 X <br />31 LF01 X <br />67 LF01 X <br />184 LF <br />182 LF <br />c, `.'Jdterline Only <br />QRgFESS/q� <br />a No. 76379 <br />CIV <br />CAl!F <br />_/7,- -- <br />apna Rutz <br />RCE 76379 <br />8/5/22 <br />TRUNCATED DOME REVISION <br />CS <br />STORM DRAIN PIPE <br />CONNECTIONS SCHEDULE <br />8/5/22 <br />FROM <br />- TO <br />AT <br />PIPE TYPE <br />LENGTH <br />RCP REPLACED WITH HDPE REVISION <br />FROM <br />- <br />TO <br />7/1/22 <br />PPE TYPE <br />SDI#41 to SDI#40 <br />12" Die High Density <br />32 iF01 X <br />SDMH#13 to SDMH#14 <br />24" <br />Die High <br />CH'D <br />REVISIONS <br />Polyethylene <br />HDPE <br />Pol <br />eth lens { <br />SDI#40 to SDMH#14 <br />12" Dia High Density <br />41 LF01 X <br />SDI#49 to SDI#48 <br />12" <br />Die High <br />Po l <br />#h lens <br />HDPE <br />Po <br />eth lane { <br />SDI#43 #a SDI#42 <br />12" Dia High Density <br />32 LF01 X <br />SDI#4$ to SDMH#15 <br />12" <br />Die High <br />Polyethylene <br />HDPE <br />Polyethylene <br />{ <br />SDI#42 to SDMH#14 <br />12" Dia High Density <br />66 LF01 X <br />SDI#51 to SDI#50 <br />12" <br />Die High <br />Po <br />th lens <br />HDPE <br />Polyethylene <br />SDI#42A to SDMH#14A <br />12" Dia High Density <br />6 LF01 X <br />SDI#50 to SDMH#15 <br />12" <br />Dia High <br />Polyethylene <br />HDPE <br />Polyethylene <br />{ <br />SDI#43A to SDMH#14A <br />12" Die High Density <br />31 LF01X <br />SDMH#14 to SDMH#14A <br />12" <br />Dia High <br />Polyeth <br />lone <br />HDPE <br />Polyethylene <br />{ <br />SDMH#14A t SDMH#15 <br />24" <br />Die High <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 />Gate Valve <br />° Po eth iene <br />RECORD DRAWING <br />orrections By <br />^hanges By.4r <br />= ^ f Person Using This Drawing Should Verify <br />All Information By Inspecting The Site Of Work <br />LENGTH <br />327 LF <br />31 LF01 X <br />42 LF01 X <br />31 LF01 X <br />67 LF01 X <br />184 LF <br />182 LF <br />c, `.'Jdterline Only <br />QRgFESS/q� <br />a No. 76379 <br />CIV <br />CAl!F <br />_/7,- -- <br />apna Rutz <br />RCE 76379 <br />PROJECT ENGINEER DATE CHECKED BY DATEPERSHING AVENUE WIDENING SHO. SHEETS <br />(' rus Sommer 8/5/22 .Awni `Naha 815122 HEETI TOTAL <br />CD OF SAN JOAQUIN NO SCALE PLAN AND PROFILE (Meadow Avenue to Thornton Road) 9-R3 21 <br />yp <br />8/5/22 <br />TRUNCATED DOME REVISION <br />CS <br />AT <br />-A <br />2 <br />8/5/22 <br />CORNER RAMP CASE REVISION <br />CS <br />AT <br />A <br />7/1/22 <br />RCP REPLACED WITH HDPE REVISION <br />CS <br />AT <br />AA <br />7/1/22 <br />FLOWLINE GRADES & VERTICAL CURVE REVISION <br />CS <br />AT <br />MARK <br />DATE <br />DESCRIPTIONS <br />BY <br />CH'D <br />REVISIONS <br />PROJECT ENGINEER DATE CHECKED BY DATEPERSHING AVENUE WIDENING SHO. SHEETS <br />(' rus Sommer 8/5/22 .Awni `Naha 815122 HEETI TOTAL <br />CD OF SAN JOAQUIN NO SCALE PLAN AND PROFILE (Meadow Avenue to Thornton Road) 9-R3 21 <br />yp <br />