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n i <br />1 -4 <br />- <br />Abandon and Plug <br />Existing 15" Dia <br />Drainage Pipe <br />\ -- Install 3'x13' <br />PCC Swale <br />r� i <br />.° 0 1 <br />_-._--_ ._ -.-. ���-. -�._. � � SDN 11 <br />---`� ------ r- J� <br />_ �,�s'S - -- -- <br />I <br />! f <br />0 I I <br />SDI <br />*Pole, ,;SSMH�? <br />- - - - - - - - -I I <br />00 <br />'l o <br />o C <br />BEGIN PROJECT 04 <br />IMn <br />06 <br />0 <br />• Existing Light Pole w <br />to be relocated by <br />others <br />Y <br />Y�'.:::� '1•..'.{..1'1 <br />- -<e - - - I- - - L <br />New Curb, Gutter <br />and Sidewalk <br />ll2G5 <br />Boxes and 23' <br />of 6" Drain Pipe <br />DATUM MONUMENT = Bench Mark <br />Ste 46+56 43.2' Lt <br />Elev 10.698 (HUB IN GRASS) <br />I <br />H#3 <br />Install Minor Cone Areas <br />to conform with BOW <br />See Sheet No.14 for complete <br />list of locations (TYP) <br />- -G- <br />" o DQE) <br />+I LU + <br />3 <br />Install New ADA Ramp i <br />See Sheet No. 13 for more 51 <br />information and all locations I�,�+DI j 1(mu tow ) <br />i <br />II II <br />37 <br />Install Residential Driveway <br />See SJCo R-16 for details <br />(TYP) <br />( I <br />In <br />+ <br />r <br />Go <br />Uwauon <br />PIPE <br />in <br />O h vi <br />C4 N+ <br />Invert Elevations <br />SDMH#1 <br />to <br />CD <br />(0 <br />Install new Storm Drain <br />Maintenance Hole Type 1 <br />8'950 <br />on <br />Oct <br />I0 <br />to <br />DD <br />2 <br />SDMH#1A <br />M <br />t+. <br />In <br />N <br />0.32' <br />�...)... <br />O <br />+ <br />In 'f + + <br />O <br />0.22 <br />_ <br />+ <br />I <br />♦ <br />p <br />IN <br />in <br />iG <br />00 <br />♦ <br />§ <br />- <br />+ <br />04 sop <br />+ <br />r <br />+ <br />S♦ 1,1D <br />tor. N <br />r - <br />1� �Cp7 <br />Adjust Frame and Cover <br />j <br />INA <br />ab <br />8- <br />g <br />- - <br />- - --- - <br />- - - - <br />- -- <br />.� - <br />g 045 <br />7- <br />Q <br />12" NW (IN) <br />SSMH#1 <br />Cd <br />Sto 32+55 25` Lt <br />Adjust Frame and Cover <br />0! a0 <br />1.002 <br />36= NTN) <br />N <br />�J <br />1 <br />�N <br />± <br />0 <br />n <br />N N+ <br />0.45% <br />Adjust Frame and Cover <br />00 00 <br />N <br />OD <br />yN <br />g <br />�1± N 0 t� <br />a! <br />co �M�A N <br />D1 <br />N i� r <br />�� <br />J <br />N i�r� <br />IpA j � Ne <br />1 1'i <br />> m <br />4.950 <br />2 NE (our) <br />4 <br />iL <br />�A 0 <br />N N <br />� <br />A iL ¢ <br />,,o <br />O <br />N <br />-= 01 <br />N <br />�, <br />r` <br />i( m <br />iC h <br />(0 0 <br />W J <br />t0; � <br />J Q m <br />G6 ii <br />Z <br />+'�✓ <br />Z <br />t0 J kC <br />�'C�I,t <br />1 <br />Zce <br />- ----- <br />Z <br />`� <br />Z G6L4Z <br />- <br />_ - - + <br />-- _ _ <br />SDI3 <br />- : tt12* INV 4 3 w (W) <br />_� <br />- - - 12 INV 4.263 NE (IN)DI5�1 III f <br />Ll� <br />GR &420 <br />SDMH# 12' INv 545o w (our)' S <br />i <br />8.820 <br />4.510 <br />12.SW Otm <br />t'M <br />OiOi <br />ZZOi�i� <br />Oi�Z <br />SDI#5 <br />New <br />O tai <br />New Gutter <br />LLZZ <br />Rt <br />4.650 <br />12- SW (Our) <br />SDI#5A <br />New <br />Ste 32+28 92.3' Rt <br />Install New 18" Dia <br />Storm Drain Inlet <br />8.000 <br />5.450 <br />12 W (Mr) <br />� <br />New Gutter FL (Lt) <br />New <br />Ste 34+92 25' Rt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />012 <br />4.270 <br />12 NW <br />SDI#14 <br />New <br />Ste 37+60 25' Lt <br />Install Curb Inlet Catchbosin <br />(Tye 1) SJCo Std D -13A <br />8.545 <br />4.400 <br />12 SE (out) <br />7 <br />SDI#15 <br />New <br />Sta 37+73 25' Rt <br />Install Curb Inlet Catchbasin <br />T e 1 SJCo Std D -13A <br />8,571 <br />3,840 <br />12' SW <br />' I <br />Naw Gutter FL (Lt) <br />12- <br />2 <br />kwn <br />Uwauon <br />PIPE <br />Ewiadon <br />Invert Elevations <br />SDMH#1 <br />New <br />Sto 32+12 29' Lt <br />Install new Storm Drain <br />Maintenance Hole Type 1 <br />8'950 <br />1.930 <br />3g" s (0" <br />1.930 <br />36" N (IN) <br />4.640 <br />12" SW (N) <br />3.723 <br />120 SE (N) <br />SDMH#1A <br />Existing <br />Sto 32+61 31' Lt <br />0.32' <br />�...)... <br />2.000 <br />36' NE (N) <br />_ <br />1 0 <br />10 <br />0.22 <br />_ <br />- -+-- <br />- - <br />- - <br />- <br />- <br />? N (I <br />36 N (N) <br />9- <br />4.310 <br />12' NW (N) <br />0. <br />---- <br />- <br />(�� <br />Ste 35+06 14' Lt <br />Adjust Frame and Cover <br />Tl <br />3a N3(�) <br />3a? S (W) <br />8- <br />g <br />- - <br />- - --- - <br />- - - - <br />- -- <br />.� - <br />g 045 <br />7- <br />3e S (OUT) <br />12 •NE (0" <br />12" NW (IN) <br />SSMH#1 <br />Existing <br />Sto 32+55 25` Lt <br />Adjust Frame and Cover <br />9.041 <br />1.002 <br />36= NTN) <br />1.000 <br />36' S (OUT) <br />1.202 <br />24' W ( <br />1.202 <br />24" E (N) <br />SSMH#2 <br />Existing <br />0.45% <br />Adjust Frame and Cover <br />:Z <br />6 <br />Polyethylene <br />HDPE <br />SDI#1 <br />New <br />) I I <br />ii I I <br />5 <br />s <br />4.950 <br />2 NE (our) <br />4 <br />S01#4 to SDMH#2 <br />i I <br />i I I I lo <br />, <br />I I I <br />New <br />_ <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />--- - - -- <br />4 <br />3 <br />- <br />Polyethylene <br />- <br />- <br />j II I I I <br />Abandon existing 15" <br />Storm Drain Pipe <br />SDI .0 <br />GR 8.8 1 112 INV 50i E (IN <br />------ - 12' NV 4.li50 NE (OUT)- - 12" INV 1 .60` SW (mUt) " <br />- ----- <br />F ----- <br />------ <br />- <br />- <br />- <br />_ - - + <br />-- _ _ <br />SDI3 <br />- : tt12* INV 4 3 w (W) <br />_� <br />- - - 12 INV 4.263 NE (IN)DI5�1 III f <br />Ll� <br />GR &420 <br />SDMH# 12' INv 545o w (our)' S <br />PROFILE SCALE <br />8.820 <br />GR 8.820 <br />.12" INV 4.490 SE (OU-, <br />SD14 <br />GR 820 <br />12' INV 4.510 SW (OUT)„ <br />1 Co 8.950 II I1 CO 9.2302 <br />0 20 1(�0 HOri2 36' 1.930 S (OUi) GO 9.041 1 I j I 36' 2.050 S OUT) <br />' 36' 1.930 N (IN) I 36' 2.050 N (IN) <br />t 2" 4.640 SW IN SSMH 1� I II j 12" 4.310 NW IN <br />0 2 5 Vert 12' 3.723 SE �IN) H 2 .141 12' 4.130 NE �IN; <br />DRAWN BY <br />Cyprus Sommer <br />DRAWER <br />P <br />31 <br />DATE <br />8/5/22 <br />SHEET NO. <br />2$5 <br />32 SDMH#1A 33 <br />CO 9.056 <br />36" 2.000 S (OUT) <br />36' 2.000 NE (IN) <br />Sq i i - -Existing 36" Storm Drain Pipe to remain in place ---j T - ---- 4 <br />GR 9012 1---- <br />--12' INV 4.270 NE (OUT) T ------ I i <br />- ------r- SDI�15 <br />I i GR" 8.5 1 <br />12 INV 3.840 SW (OUT) <br />-- -- - <br />Existing 36' Sewer Pipe SDMH13� SDI#14 <br />to remain in place CO 9. 2 GR 8.545 <br />36" INV 2.230 S �INr 0 <br />36" INV 2.230 N 12" iNv 4.400 SE (our) 1 <br />12- INV 3.890 SE (IN) <br />-- -------------------------------- t----- --- _-- -- _---- <br />34 35 36 37 CsaDMH5 38 <br />9.045 <br />36' INV 2.43 S <br />36" INV 2.43 N iTIN <br />12" INV 3.460 N12' iNV 4.250 N) <br />'ON 133HS I 83MVNa <br />STORM DRAIN MAINTENANCE HOLES <br />AND STORM DRAIN INLETS SCHEDULE <br />kwn <br />Uwauon <br />PIPE <br />Ewiadon <br />Invert Elevations <br />SDMH#1 <br />New <br />Sto 32+12 29' Lt <br />Install new Storm Drain <br />Maintenance Hole Type 1 <br />8'950 <br />1.930 <br />3g" s (0" <br />1.930 <br />36" N (IN) <br />4.640 <br />12" SW (N) <br />3.723 <br />120 SE (N) <br />SDMH#1A <br />Existing <br />Sto 32+61 31' Lt <br />0.32' <br />�...)... <br />2.000 <br />36' NE (N) <br />_ <br />0.22 <br />_ <br />�. <br />Existing <br />Ste 32+81 14' Lt <br />Adjust Frame and Cover <br />? N (I <br />36 N (N) <br />2.050 <br />36 S (OUT) <br />4.310 <br />12' NW (N) <br />4.130 <br />12' NE <br />0.367 <br />(�� <br />Ste 35+06 14' Lt <br />Adjust Frame and Cover <br />.43 <br />3a N3(�) <br />3a? S (W) <br />12 'SE (N) <br />_ 0.22X <br />.W.,.r: _ ... �.��. �?�,� <br />�Lt) ..�..�,, .,",tee <br />Existing <br />Sto 37+58 14' Lt <br />.� - <br />g 045 <br />2.430 <br />3e S (OUT) <br />12 •NE (0" <br />12" NW (IN) <br />SSMH#1 <br />Existing <br />Sto 32+55 25` Lt <br />Adjust Frame and Cover <br />9.041 <br />1.002 <br />36= NTN) <br />1.000 <br />36' S (OUT) <br />1.202 <br />24' W ( <br />1.202 <br />24" E (N) <br />SSMH#2 <br />Existing <br />0.45% <br />Adjust Frame and Cover <br />9.041 <br />Polyethylene <br />HDPE <br />SDI#1 <br />New <br />Ste 32+10 34.4' Lt <br />Install Curb Inlet Catchbasin <br />(Type 1 SJCo Std D -13A <br />8.800 <br />4.950 <br />2 NE (our) <br />HDPE <br />S01#4 to SDMH#2 <br />SDI#2 <br />New <br />Sto 32+86 26.3' Lt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />--- - - -- <br />--i <br />- <br />Polyethylene <br />- <br />- <br />--- -- -- - <br />-------- <br />---- - <br />- ----- <br />- <br />- <br />- <br />- <br />New <br />Sto 32+96 25' Rt <br />8 <br />8.820 <br />4.510 <br />12.SW Otm <br />Now Gutter FL (Rt) <br />SDI#5 <br />New <br />Sto 32+26.5 54' Rt <br />New Gutter <br />FL <br />Rt <br />4.650 <br />12- SW (Our) <br />SDI#5A <br />New <br />Ste 32+28 92.3' Rt <br />Install New 18" Dia <br />Storm Drain Inlet <br />8.000 <br />5.450 <br />12 W (Mr) <br />New Gutter FL (Lt) <br />New <br />Ste 34+92 25' Rt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />012 <br />4.270 <br />12 NW <br />SDI#14 <br />New <br />Ste 37+60 25' Lt <br />Install Curb Inlet Catchbosin <br />(Tye 1) SJCo Std D -13A <br />8.545 <br />4.400 <br />12 SE (out) <br />7 <br />SDI#15 <br />New <br />Sta 37+73 25' Rt <br />Install Curb Inlet Catchbasin <br />T e 1 SJCo Std D -13A <br />8,571 <br />3,840 <br />12' SW <br />' I <br />Naw Gutter FL (Lt) <br />- <br />6 <br />I I <br />r <br />I <br />._ <br />Abandon existing <br />and p g <br />With Storm Drain Pipe <br />concrete. <br />- -- <br />-- <br />-- <br />- - <br />-- <br />-- <br />GR 8.820 <br />.12" INV 4.490 SE (OU-, <br />SD14 <br />GR 820 <br />12' INV 4.510 SW (OUT)„ <br />1 Co 8.950 II I1 CO 9.2302 <br />0 20 1(�0 HOri2 36' 1.930 S (OUi) GO 9.041 1 I j I 36' 2.050 S OUT) <br />' 36' 1.930 N (IN) I 36' 2.050 N (IN) <br />t 2" 4.640 SW IN SSMH 1� I II j 12" 4.310 NW IN <br />0 2 5 Vert 12' 3.723 SE �IN) H 2 .141 12' 4.130 NE �IN; <br />DRAWN BY <br />Cyprus Sommer <br />DRAWER <br />P <br />31 <br />DATE <br />8/5/22 <br />SHEET NO. <br />2$5 <br />32 SDMH#1A 33 <br />CO 9.056 <br />36" 2.000 S (OUT) <br />36' 2.000 NE (IN) <br />Sq i i - -Existing 36" Storm Drain Pipe to remain in place ---j T - ---- 4 <br />GR 9012 1---- <br />--12' INV 4.270 NE (OUT) T ------ I i <br />- ------r- SDI�15 <br />I i GR" 8.5 1 <br />12 INV 3.840 SW (OUT) <br />-- -- - <br />Existing 36' Sewer Pipe SDMH13� SDI#14 <br />to remain in place CO 9. 2 GR 8.545 <br />36" INV 2.230 S �INr 0 <br />36" INV 2.230 N 12" iNv 4.400 SE (our) 1 <br />12- INV 3.890 SE (IN) <br />-- -------------------------------- t----- --- _-- -- _---- <br />34 35 36 37 CsaDMH5 38 <br />9.045 <br />36' INV 2.43 S <br />36" INV 2.43 N iTIN <br />12" INV 3.460 N12' iNV 4.250 N) <br />'ON 133HS I 83MVNa <br />STORM DRAIN MAINTENANCE HOLES <br />AND STORM DRAIN INLETS SCHEDULE <br />kwn <br />Uwauon <br />PIPE <br />Ewiadon <br />Invert Elevations <br />SDMH#1 <br />New <br />Sto 32+12 29' Lt <br />Install new Storm Drain <br />Maintenance Hole Type 1 <br />8'950 <br />1.930 <br />3g" s (0" <br />1.930 <br />36" N (IN) <br />4.640 <br />12" SW (N) <br />3.723 <br />120 SE (N) <br />SDMH#1A <br />Existing <br />Sto 32+61 31' Lt <br />Adjust Frame and Cover <br />9,056 <br />2.000 <br />36' NE (N) <br />2.000 <br />36" S (OUT) <br />SDI#5 to SDI#3 <br />12" Dia High <br />SDMH#2 <br />Existing <br />Ste 32+81 14' Lt <br />Adjust Frame and Cover <br />9.230 <br />? N (I <br />36 N (N) <br />2.050 <br />36 S (OUT) <br />4.310 <br />12' NW (N) <br />4.130 <br />12' NE <br />SDMH#3 <br />Existing <br />Ste 35+06 14' Lt <br />Adjust Frame and Cover <br />9.392 <br />3a N3(�) <br />3a? S (W) <br />12 'SE (N) <br />12 LF01 X <br />SDMH#5 <br />Existing <br />Sto 37+58 14' Lt <br />Adjust Frame and Cover <br />g 045 <br />2.430 <br />3e S (OUT) <br />12 •NE (0" <br />12" NW (IN) <br />SSMH#1 <br />Existing <br />Sto 32+55 25` Lt <br />Adjust Frame and Cover <br />9.041 <br />1.002 <br />36= NTN) <br />1.000 <br />36' S (OUT) <br />1.202 <br />24' W ( <br />1.202 <br />24" E (N) <br />SSMH#2 <br />Existing <br />Ste 32+55 25' Rt <br />Adjust Frame and Cover <br />9.041 <br />Polyethylene <br />HDPE <br />SDI#1 <br />New <br />Ste 32+10 34.4' Lt <br />Install Curb Inlet Catchbasin <br />(Type 1 SJCo Std D -13A <br />8.800 <br />4.950 <br />2 NE (our) <br />HDPE <br />S01#4 to SDMH#2 <br />SDI#2 <br />New <br />Sto 32+86 26.3' Lt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />8.820 <br />4.490 <br />12" SE (OUT) <br />Polyethylene <br />SD13 <br />New <br />Sto 31 +91 31.7` Rt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />8.570 <br />4.263 <br />12' NE (N) <br />4.263 <br />12' NW (OUT) <br />HDPE <br />SD14 <br />New <br />Sto 32+96 25' Rt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />8.820 <br />4.510 <br />12.SW Otm <br />SDI#5 <br />New <br />Sto 32+26.5 54' Rt <br />Install New 18" Dia <br />Storm Drain Inlet <br />9.000 <br />5.150 <br />12 E (N) <br />4.650 <br />12- SW (Our) <br />SDI#5A <br />New <br />Ste 32+28 92.3' Rt <br />Install New 18" Dia <br />Storm Drain Inlet <br />8.000 <br />5.450 <br />12 W (Mr) <br />SDI#9 <br />New <br />Ste 34+92 25' Rt <br />Install Curb Inlet Catchbasin <br />(Type 1) SJCo Std D -13A <br />012 <br />4.270 <br />12 NW <br />SDI#14 <br />New <br />Ste 37+60 25' Lt <br />Install Curb Inlet Catchbosin <br />(Tye 1) SJCo Std D -13A <br />8.545 <br />4.400 <br />12 SE (out) <br />SDI#15 <br />New <br />Sta 37+73 25' Rt <br />Install Curb Inlet Catchbasin <br />T e 1 SJCo Std D -13A <br />8,571 <br />3,840 <br />12' 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 />RECORD DRAWING"' <br />Corrections By 4o&f .� <br />No Changes By <br />Any Penson Using This Drawing Should Verify <br />All information By Inspecting The Site Of Work <br />PROJECT ENGINEER DATE CHECKED BY DATE PERSHING AVENUE WIDENING SHEET <br />SHEETS <br />yprus Sommer 8/5/22 ,4wni `Naha 8 S 22 TOTAL <br />CO OF SAN JOAQUIN NO SCALE PLAN AND PROFILE (Meadow Avenue to Thornton Road) _ 3 21 <br />// s R <br />8/5/22 <br />STORM DRAIN <br />PIPE <br />CONNECTIONS SCHEDULE <br />2 <br />8/5/22 <br />FROM <br />- TO <br />WE TYPE <br />LENGTH <br />6/28/22 <br />DRIVEWAY DRAINAGE PiPE REVISION <br />FROM <br />- TO <br />PiPE <br />TYPE <br />RCP REPLACED WITH HDPE REVISION <br />LENGTH <br />SDI#1 to SDMH#1 <br />12" Dia High Density <br />5 LF01X <br />SDI#5 to SDI#3 <br />12" Dia High <br />Density <br />45 LF01X <br />DATE <br />DESCRIPTIONS <br />Pal eth lens <br />HDPE <br />REVISIONS <br />Polyethylene <br />HDPE <br />SDI#2 to SDMH#2 <br />12" Dia High Density <br />12 LF01 X <br />SDI#9 to SDMH#3 <br />12" Dia High <br />Density <br />40 LF01 X <br />Polyethylene <br />HDPE <br />Polyethylene <br />HDPE <br />SDI#3 to SDMH#1 <br />12" Dia High Density <br />62 LFO1X <br />SDI#14 to SDMH#5 <br />12" Dia High <br />Density <br />17 LF01X <br />Polyethylene <br />HDPE <br />Polyethylene <br />HDPE <br />S01#4 to SDMH#2 <br />12" Dia High Density <br />40 LFO1 X <br />SDI#15 to SDMH#5 <br />12" Dia High <br />Density <br />39 LFO1 X <br />Polyethylene <br />HDPE <br />Polyethylene <br />HDPE <br />SDI#5A to SDi#5 <br />12" Dia High Density <br />32 LF01 X <br />Pol eth lene <br />HDPE <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 />RECORD DRAWING"' <br />Corrections By 4o&f .� <br />No Changes By <br />Any Penson Using This Drawing Should Verify <br />All information By Inspecting The Site Of Work <br />PROJECT ENGINEER DATE CHECKED BY DATE PERSHING AVENUE WIDENING SHEET <br />SHEETS <br />yprus Sommer 8/5/22 ,4wni `Naha 8 S 22 TOTAL <br />CO OF SAN JOAQUIN NO SCALE PLAN AND PROFILE (Meadow Avenue to Thornton Road) _ 3 21 <br />// s R <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 />1 <br />6/28/22 <br />DRIVEWAY DRAINAGE PiPE REVISION <br />CS <br />AT <br />A <br />6/28/22 <br />RCP REPLACED WITH HDPE REVISION <br />CS <br />AT <br />1A <br />6/28/22 <br />FLOWLINE GRADES & VERTICAL CURVE REVISION <br />CS <br />AT <br />MARK <br />DATE <br />DESCRIPTIONS <br />BY <br />CH'D <br />REVISIONS <br />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 />RECORD DRAWING"' <br />Corrections By 4o&f .� <br />No Changes By <br />Any Penson Using This Drawing Should Verify <br />All information By Inspecting The Site Of Work <br />PROJECT ENGINEER DATE CHECKED BY DATE PERSHING AVENUE WIDENING SHEET <br />SHEETS <br />yprus Sommer 8/5/22 ,4wni `Naha 8 S 22 TOTAL <br />CO OF SAN JOAQUIN NO SCALE PLAN AND PROFILE (Meadow Avenue to Thornton Road) _ 3 21 <br />// s R <br />