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DRAWN BY DATE <br />C.'yprus Sommer 8/5/22 <br />DRAWER SHEET NO. <br />F -2-9( <br />New 8" Water Line <br />Install 556'± 8" AWWA-C900 Pipe <br />Existing 8" Water Line- Install Minor Concrete Driveway See SJCo Std R-29 for <br />to conform with BOW Typical Trench Back Fill (Typ) <br />! See Sheet No.14 for complete <br />Connect New 8" ! list of locations (Typ) <br />Water Line to the'I Install New 1" Water <br />5' (CG&S Transition) Serivice Box and Lateral. <br />Existing 8" WaterLine Refer to SJCo, Std R--9 See SJCo Std W-1 for <br />at Sta 64+02. Fi Id ; s Field locate the location for details (Typ). <br />cote Existing8" 1 ! I Existing FH (TVP) details T New laterals <br />I of New Water Service <br />ater Line. I § to remain in plops Box and Lateral T shall end at the box with <br />I <br />(YP) VJ no meter installed. <br />Existing 4" 15' 15 I~a1+othera be adjusted III 0 <br />Water Line + �� <br />M9 <br />li l I I N a) <br />I#57 j' + 11 + + + 4 1 +5 26 <br />�•'- <br />I'I <br />.. _... ., II <br />SDi#592 B <br />IV t <br />Terminate 8 water line <br />i I+x „� Install Blow Off Assembly:' <br />I r� ",� 65 <br />See SJCo Std W-4 f& <br />o I o S'�.� N details. �` 70 <br />- - - - - - -- T - - - - - - - - -�-�! N �. �^ i `. �onnect and Install Newt <br />r-� -711 <br />t I <br />2 <br />27 ;; 28 <br />SDI#5 , SDI#5 <br />5' 15'I <br />Cap ends of I I I <br />New Pipe (Typ) <br />DATUM MONUMENT Bench Mark <br />Sta 46+56 43.2' Lt <br />Elev 10.696 (HUB IN GRASS) <br />tpp�j err}} h M31 <br />12 -- -- <br />1 1 <br />-0-25%-Il <br />Rt <br />10.... <br />SD454r <br />9 GR 9.787 <br />12- INV 4.600 N (IN) <br />12- INV 4.5W NE (OUT) <br />8.1 Existing 8" Water <br />Existin 4" Water <br />PVF Pipe %1WWA-%%00 j <br />6 -----= ------ _- ____ <br />AT&T Conduit Box <br />r. <br />New Curb, Gutter -/I I <br />and Sidewalk <br />�I <br />Install New ADA Ramp <br />See Sheet No. 13 for more <br />information and all locations <br />-I <br />1 "service lateral 85'i-' <br />=•.r��. '';�✓ --__- PVC Pipe Sch 80 F <br />o41 <br />END PROJECT' i� �. ./ / \ <br />/� , / /° \ <br />Finish Grads <br />- <br />Grow CL <br />0. _-__ ----' _- <br />___ ------ -- <br />_ a=a <br />ImV.NswI <br />Gutter FL (Rt) New Gutter FL (Lt) <br />-Tie in to Existing 8" <br />Water Main, Match <br />Elevation of Existing_ II,T <br />r� w��,�}�wr�r ��r war �'�Boom <br />_'�'�' New 8" Water Main <br />PVC Pipe AWWA-C900 <br />Sta 88 <br />IML SM _ <br />5 .I `ft64+85 <br />i 157 INV 6.04 <br />- <br />-- -- -- --- --J+ GR .817 <br />_---- - --- --1 F 12- INV 4.900 S (01JO <br />4 - -- <br />t <br />SDI#58 I <br />GR 10.027 SDI#59 <br />12 INV 4.100 N (OUT) I 1 GR 10.027 <br />I 1 12- INV 3.800 S (IN) <br />t I 12' INV 3.800 NW (OM <br />ATTMH2' MH#16 <br />Co 1 aM56 co 10.680 <br />24- INV 2.750 S (aUl� <br />12" INV 4.000 SW (IN <br />12" INV 3.200 SE (IN) <br />64 65 <br />kms: 11 a0 <br />Sta INIV s 5� <br />+59 bvoftn to vw11q looaL e <br />5 Mnd <br />L - 1 -7- <br />Me • <br />C:fi <br />{dap pW O W <br />CURVE DATA <br />AND STORM DRAIN INLETS SCHEDULE <br />BC <br />MDPT <br />EC <br />CONNECTIONS SCHEDULE <br />40 <br />1i <br />Ml! <br />Station Offset <br />Radius <br />R8 <br />67+36.2 21.0' Lt <br />Elevation 10.700 <br />67+55.3 16.8' Lt <br />Elevation 1 .771 <br />+ <br />C4C4 <br />R9 <br />,~n <br />67+18.7 27.0' Rt <br />Elevation 10.866 <br />67+40.6 40.8' Rt <br />Elevation 11.069 <br />70. <br />2e s (pun <br />1r SW (N) <br />1Y 8E N <br />12" Dia High <br />ATTMH#2 <br />Existing <br />C4 <br />To be adjusted <br />10,656 <br />o n <br />HDPE <br />o <br />8 <br />i3 <br />I <br />C; <br />by others <br />HDPE <br />SDI#56 to SDMH#16 <br />12' Dia High Density <br />SDI#56 <br />New <br />Sta 63+93 56' Lt <br />Install Curb Inlet Catchbosin <br />9.787 <br />4.600 <br />4.500 <br />Polyethylene <br />N <br />HDP <br />0 p <br />! <br />J <br />J <br />O 0 <br />. <br />J <br />i1= <br />New <br />ZZ <br />0 <br />Z, <br />v Z, <br />Density <br />361 LF <br />SDI 58 <br /># <br />New <br />Sta 63+91 56' Rt <br />.Z <br />10.027 <br />4.100 <br />1Z <br />.Z <br />12 -- -- <br />1 1 <br />-0-25%-Il <br />Rt <br />10.... <br />SD454r <br />9 GR 9.787 <br />12- INV 4.600 N (IN) <br />12- INV 4.5W NE (OUT) <br />8.1 Existing 8" Water <br />Existin 4" Water <br />PVF Pipe %1WWA-%%00 j <br />6 -----= ------ _- ____ <br />AT&T Conduit Box <br />r. <br />New Curb, Gutter -/I I <br />and Sidewalk <br />�I <br />Install New ADA Ramp <br />See Sheet No. 13 for more <br />information and all locations <br />-I <br />1 "service lateral 85'i-' <br />=•.r��. '';�✓ --__- PVC Pipe Sch 80 F <br />o41 <br />END PROJECT' i� �. ./ / \ <br />/� , / /° \ <br />Finish Grads <br />- <br />Grow CL <br />0. _-__ ----' _- <br />___ ------ -- <br />_ a=a <br />ImV.NswI <br />Gutter FL (Rt) New Gutter FL (Lt) <br />-Tie in to Existing 8" <br />Water Main, Match <br />Elevation of Existing_ II,T <br />r� w��,�}�wr�r ��r war �'�Boom <br />_'�'�' New 8" Water Main <br />PVC Pipe AWWA-C900 <br />Sta 88 <br />IML SM _ <br />5 .I `ft64+85 <br />i 157 INV 6.04 <br />- <br />-- -- -- --- --J+ GR .817 <br />_---- - --- --1 F 12- INV 4.900 S (01JO <br />4 - -- <br />t <br />SDI#58 I <br />GR 10.027 SDI#59 <br />12 INV 4.100 N (OUT) I 1 GR 10.027 <br />I 1 12- INV 3.800 S (IN) <br />t I 12' INV 3.800 NW (OM <br />ATTMH2' MH#16 <br />Co 1 aM56 co 10.680 <br />24- INV 2.750 S (aUl� <br />12" INV 4.000 SW (IN <br />12" INV 3.200 SE (IN) <br />64 65 <br />kms: 11 a0 <br />Sta INIV s 5� <br />+59 bvoftn to vw11q looaL e <br />5 Mnd <br />L - 1 -7- <br />Me • <br />C:fi <br />{dap pW O W <br />CURVE DATA <br />AND STORM DRAIN INLETS SCHEDULE <br />BC <br />MDPT <br />EC <br />CONNECTIONS SCHEDULE <br />Invert Elrad" <br />Station Offset <br />Station Offset <br />Station Offset <br />Radius <br />R8 <br />67+36.2 21.0' Lt <br />Elevation 10.700 <br />67+55.3 16.8' Lt <br />Elevation 1 .771 <br />67+71.3 5.5' Lt <br />Elevation .842 <br />49.5' <br />R9 <br />67+92.8 22.0' Rt <br />Elevation 10.659 <br />67+18.7 27.0' Rt <br />Elevation 10.866 <br />67+40.6 40.8' Rt <br />Elevation 11.069 <br />70. <br />Gutter FL (Rt) <br />-- 12 <br />- - - -- 10 <br />--- � � Exist Gutter FL <br />. � g <br />9 <br />AGR 10.750 <br />i6NM 8 <br />-- eve e <br />ch 0 <br />4..._. �..,._�.. 7 <br />7 t <br />GR 10.638 -- - - -- 6 <br />120 W 8.400 N (IN)- -- <br />5 <br />-__ - 4 <br />3 <br />-_ -- 2 <br />MFlL.E SCALE <br />0 20 4p 190 Horiz � <br />0 2 5 Vert <br />68 69 70 <br />/IMIN- Z <br />,t <br />'ON 133HS I 83MVNa <br />0 New 8" Water Line shall cross a minimum 4" above Existing Sewer Line. Existing Sewer Line <br />must be Encased in Concrete 5' on either side of the New 8" Water Line. See SJCo Std W-10 <br />for Encasement detail. <br />STORM DRAIN MAINTENANCE HOLES <br />AND STORM DRAIN INLETS SCHEDULE <br />Ibsen <br />Location <br />PIPE <br />CONNECTIONS SCHEDULE <br />Invert Elrad" <br />SDMH#16 <br />New <br />Sta 64+29 13' Lt <br />Install new Storm Drain <br />10•SM <br />2.750 <br />4.000 <br />3.200 <br />- TO <br />DATE <br />PfPE TYPE <br />BY <br />Maintenance Hole Jfpe 1 <br />SDI#57 to SDI#56 <br />2e s (pun <br />1r SW (N) <br />1Y 8E N <br />12" Dia High <br />ATTMH#2 <br />Existing <br />Sta 64+22 15' Rt <br />To be adjusted <br />10,656 <br />eth lens <br />HDPE <br />by others <br />HDPE <br />SDI#56 to SDMH#16 <br />12' Dia High Density <br />SDI#56 <br />New <br />Sta 63+93 56' Lt <br />Install Curb Inlet Catchbosin <br />9.787 <br />4.600 <br />4.500 <br />Polyethylene <br />HDP <br />1 SJCo Std D --13A <br />1 r' N (N) <br />Ir NE (OUf) <br />eth no <br />HDPE <br />SDI#57 <br />New <br />Sts 64+27.5 56' Lt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D�-13A <br />9.817 <br />4.900 <br />t Y s (our) <br />Density <br />361 LF <br />SDI 58 <br /># <br />New <br />Sta 63+91 56' Rt <br />Install Curb Inlet Catchbasin <br />10.027 <br />4.100 <br />Polyethylene <br />HDPE <br />(Type 1) SJCo Std D -13A <br />t 2" N (Ot) <br />SDI#59 <br />Now <br />Ste 64+25 57' Rt <br />Install Curb Inlet Catchbasin <br />10,027 <br />3.800 <br />3.800 <br />1 SJCo Std D -13A <br />1 r s (N) <br />Ir NW (our) <br />SDI#59A <br />Now <br />Sta 67+5.5 20' Lt <br />Install New 18' Dia <br />10.638 <br />8.400 <br />Storm Drain Inlet <br />12' N (N) <br />SDI#59B <br />New <br />Sta 67+71.5 15' Lt <br />Install New 18' Dia <br />10.750 <br />9,000 <br />Storm Drain Inlet <br />1r s (aur) <br />PROFILE LEGMD <br />----- Existing Ground <br />---- Finish Grade <br />-- - -- New Gutter Flow Line (Lt) <br />- - - New Gutter Flow Line (Rt) <br />CO -Cover <br />GR -Grote <br />HPFL-High Point Flow Line <br />Gate Valve <br />RECORD DRAWING <br />rections By__-- <br />.flanges By ^- <br />A v Person Using This Drawing Should Verity <br />&I Information By Inspecting The Site Of Work <br />_�� <br />No. 76379 a <br />9t C IV l4 <br />OF CA0 <br />yna Rutz <br />RCE 76379 <br />A2 <br />8/5/22 <br />CORNER RAMP CASE REVISION <br />STORM DRAIN <br />PIPE <br />CONNECTIONS SCHEDULE <br />7/1/22 <br />RCP REPLACED WITH HDPE REVISION <br />FROM - TO <br />AT <br />PIPE TYPE <br />LENM <br />FLOWUNE GRADES do VERTICAL CURVE REVISION <br />CS <br />FROM <br />- TO <br />DATE <br />PfPE TYPE <br />BY <br />LOOM <br />SDI#57 to SDI#56 <br />12" Dio High Density <br />31 LF01 X <br />SDI#58 to SDI#59 <br />12" Dia High <br />Density <br />31 LF01 X <br />Pot <br />eth lens <br />HDPE <br />Polyethylene <br />HDPE <br />SDI#56 to SDMH#16 <br />12' Dia High Density <br />53 L701 X <br />SDI#598 to SDI#59A <br />12" Dia High <br />Density <br />62 LF01 X <br />Polyethylene <br />HDP <br />Po <br />eth no <br />HDPE <br />SDI#59 to SDMH#16 <br />12 Dia High Density <br />68 LF01X <br />SDMH#15 to SDMH#16 <br />124" Dia High <br />Density <br />361 LF <br />Polyethylene <br />(HDPQ <br />Polyethylene <br />HDPE <br />PROFILE LEGMD <br />----- Existing Ground <br />---- Finish Grade <br />-- - -- New Gutter Flow Line (Lt) <br />- - - New Gutter Flow Line (Rt) <br />CO -Cover <br />GR -Grote <br />HPFL-High Point Flow Line <br />Gate Valve <br />RECORD DRAWING <br />rections By__-- <br />.flanges By ^- <br />A v Person Using This Drawing Should Verity <br />&I Information By Inspecting The Site Of Work <br />_�� <br />No. 76379 a <br />9t C IV l4 <br />OF CA0 <br />yna Rutz <br />RCE 76379 <br />A2 <br />8/5/22 <br />CORNER RAMP CASE REVISION <br />CS <br />AT <br />NO SCALE <br />7/1/22 <br />RCP REPLACED WITH HDPE REVISION <br />CS <br />AT <br />8/5/22- <br />7/1/22 <br />FLOWUNE GRADES do VERTICAL CURVE REVISION <br />CS <br />AT <br />MARK <br />DATE <br />DESCRIPTIONS <br />BY <br />CH'D <br />REVISIONS <br />PROJECT ENGINEER <br />DATE <br />CHECKED BY <br />DATE <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />PERSHING AVENUE WIDENING <br />PLAN AND PROFILE (Meadow Avenue to Thornton Road) <br />SNE. <br />TOTAL <br />SHEETS <br />Cyprus Sommer <br />8/5/22- <br />F wn i* 2al�ia <br />8 5/22 <br />10--R <br />2 1 <br />