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60 <br />58 <br />56 <br />54 <br />52 <br />50 <br />48 <br />46 <br />44 <br />42 <br />40 <br />1+00 <br />2+00 <br />EXISTING FLOOD PROTECTION LEVEE <br />AND FENCE ON LEVEE SHALL NOT BE <br />DISTURBED, "NO GRADING AREA" <br />- - ---- _MATCH EXISTING GRADES <br />LEVEE 2 <br />-- <br />SCALE: 1"=40' <br />TOE <br />r-�i +00 <br />�� <br />OF LEV <br />49.26 P 2+00 <br />BOULDER <br />3+00 <br />4+00 <br />Llll lllC PIA <br />211 <br />i�C\ <br />r <br />z <br />z <br />w cn 51 <br />.03 <br />3+00 <br />C <br />5+00 <br />PROFILE <br />6+00 <br />7+00 <br />(E) <br />RESIDENC <br />N' <br />C � <br />V <br />�c c <br />LI�\��y <br />CONTRACTOR SHALLCIDN�TR�1Cl Y SEE VALLEY U ER <br />A DRIVEWANT ACE ` T IS <br />56.50 PAV PE A J A UI S A PLAN R-17 58.00 PAV <br />S E UA L R DETAIL <br />� <br />THIS <br />N FENCE 4' SHOULDER <br />PER ON-SITE IMPROVEMENTS 5 <br />52.50 RAV--EXtSTtNG 56.00 PAV 0) <br />STA: 3+82.94 STK-...- 5+8098 4 <br />56.00' F <br />4+00 <br />a <br />M <br />CONTRACTOR SHALL CONSTRUCT <br />A DRIVEWAY ENTRANCE <br />PER SAN JOAQUIN STANDARD PLAN R-17 <br />2' SHOULDER <br />56.50 PAV 56.93 PAV <br />STA: 6+61.34 STA: 7+87.99 <br />OFFSET: 24.05' OFFSET: 24.5' <br />I <br />9+00 <br />10+00 <br />� sIiED- <br />LEFT EDGE OF PAVEMENT TRANSITION w <br />STA: 8+10.53 <br />OFFSET: 23.98' <br />NE d <br />❑ d 18. 1 <br />> P 18.50 57 Z 1 P <br />I <br />w <br />LLJ <br />w <br />Ed <br />0 <br />o <br />NoF- <br />V) <br />w <br />00 � <br />fav <br />55_45 P - - <br />�LJ <br />rd +liz <br />+E�z hoz <br />r O Z <br />-51. - - <br />PAV <br />Qoo <br />V <br />Co W -3: <br />75705 PAV <br />1+00 <br />2+00 <br />EXISTING FLOOD PROTECTION LEVEE <br />AND FENCE ON LEVEE SHALL NOT BE <br />DISTURBED, "NO GRADING AREA" <br />- - ---- _MATCH EXISTING GRADES <br />LEVEE 2 <br />-- <br />SCALE: 1"=40' <br />TOE <br />r-�i +00 <br />�� <br />OF LEV <br />49.26 P 2+00 <br />BOULDER <br />3+00 <br />4+00 <br />Llll lllC PIA <br />211 <br />i�C\ <br />r <br />z <br />z <br />w cn 51 <br />.03 <br />3+00 <br />C <br />5+00 <br />PROFILE <br />6+00 <br />7+00 <br />(E) <br />RESIDENC <br />N' <br />C � <br />V <br />�c c <br />LI�\��y <br />CONTRACTOR SHALLCIDN�TR�1Cl Y SEE VALLEY U ER <br />A DRIVEWANT ACE ` T IS <br />56.50 PAV PE A J A UI S A PLAN R-17 58.00 PAV <br />S E UA L R DETAIL <br />� <br />THIS <br />N FENCE 4' SHOULDER <br />PER ON-SITE IMPROVEMENTS 5 <br />52.50 RAV--EXtSTtNG 56.00 PAV 0) <br />STA: 3+82.94 STK-...- 5+8098 4 <br />56.00' F <br />4+00 <br />a <br />M <br />CONTRACTOR SHALL CONSTRUCT <br />A DRIVEWAY ENTRANCE <br />PER SAN JOAQUIN STANDARD PLAN R-17 <br />2' SHOULDER <br />56.50 PAV 56.93 PAV <br />STA: 6+61.34 STA: 7+87.99 <br />OFFSET: 24.05' OFFSET: 24.5' <br />I <br />9+00 <br />10+00 <br />� sIiED- <br />LEFT EDGE OF PAVEMENT TRANSITION w <br />STA: 8+10.53 <br />OFFSET: 23.98' <br />NE d <br />❑ d 18. 1 <br />> P 18.50 57 Z 1 P <br />N <br />z----- <br />o <br />si <br />NO. D E S C R I P T 1 0 N COUNTY APPROVAL <br />APPROVED BY BY <br />SIEGFRIED ENGINEERING, Inc. <br />Civil Engineering ■ Land Surveying ■ Structural Engineering In Planning <br />4045 Coronado Ave. ■ Stockton, CA 95204-2396 ■ 209 943-2021 ■ FAX 209 942-0214 <br />Job No. Submitted By R.C.E. No. Exp. <br />JOB NO. <br />- - <br />47 49=PAV <br />- - <br />55_45 P - - <br />- -� <br />57.04 P <br />- <br />�� <br />-51. - - <br />PAV <br />_�- <br />- _ <br />53.77 PAV 55.67 PAV <br />.57.01 <br />STA: 6+00 <br />75705 PAV <br />PAV <br />STA: 7+74 <br />STA: 2+00 �5�.74�i <br />OFFSET: 14.24' <br />STA: 3+25.36 <br />52.66P <br />STA: 5+00 <br />STA: 4+00 <br />OFFSET: 15.39' <br />OFFSET: 13.65' <br />CENTERLINE OF CONSTRUCTION <br />: 7+00 <br />OFFSET: 12.66' <br />\` OFFSET: 12.44' <br />i <br />z <br />MATCH LINE <br />OFFSET: 20.23' <br />OFFSET: 17.95' <br />EXISTING R/W CENTERLINE OF R/W <br />EXISTING EDGE <br />EXISTING FLOWLINE <br />S <br />/ <br />+ <br />4 EL <br />7. <br />1 <br />FOR DRAINAGE DITCH <br />CONTRACTOR SHALL SAWCUT <br />EXISTING DRIVEWAY AND MATCH <br />J <br />TA-{' <br />EXISTING GRADES. <br />(TYP) FOR (3) DRIVEWAYS (EAST SIDE) <br />NORTH <br />99 FRONTAGE ROAD <br />ETAi <br />ST <br />+0 L <br />6. <br />9 <br />TA: <br />7 <br />00 E <br />EV: <br />5 .0 <br />1 <br />W <br />ST <br />J <br />ST <br />_ <br />- <br />- <br />-- <br />- <br />- <br />o <br />aVAIUKIII <br />I Nil <br />+ <br />_V1111 <br />- <br />- <br />wo <br />ST <br />+ <br />0 LE <br />6. <br />6 <br />(WEST' <br />ES <br />a <br />• <br />0 <br />4 <br />- <br />ST + 0 L <br />5. <br />7 <br />- <br />CLv <br />T <br />2+00 <br />E <br />4 <br />.3 <br />�` <br />EAT <br />_ <br />_ <br />- <br />"EXISTING <br />G <br />R <br />ENE <br />LIN <br />_ <br />? <br />PROP SE P <br />WET <br />SID) <br />_ <br />�- <br />0 <br />1 <br />STI <br />: <br />+ 1 <br />L <br />9. <br />6 <br />- <br />- <br />-�- <br />- <br />Ell <br />-- <br />(W ST) <br />- <br />- <br />- <br />- <br />P OP S D P( <br />T <br />SI E) <br />r- <br />- <br />ELI V; <br />70 <br />UU <br />-- <br />- <br />- <br />S T <br />+ <br />4 ELb(: <br />&6.,(EA15 <br />I <br />i <br />I <br />T <br />I <br />Ed <br />z_ <br />J 7 <br />Z�w <br />M <br />M <br />O <br />r <br />00 <br />OJ <br />cD <br />N <br />c0 <br />6) <br />O <br />N <br />d- <br />cD <br />IP <br />c0 <br />z< r <br />It <br />O <br />d M <br />M <br />N <br />u7 <br />M <br />M <br />7 <br />M <br />u) <br />M <br />cD <br />N7 <br />cD <br />u7 <br />c0 <br />M <br />M <br />u� <br />M <br />M <br />u7 <br />M <br />M <br />� z Q <br />X w X <br />LJU0 <br />1+00 <br />2+00 <br />EXISTING FLOOD PROTECTION LEVEE <br />AND FENCE ON LEVEE SHALL NOT BE <br />DISTURBED, "NO GRADING AREA" <br />- - ---- _MATCH EXISTING GRADES <br />LEVEE 2 <br />-- <br />SCALE: 1"=40' <br />TOE <br />r-�i +00 <br />�� <br />OF LEV <br />49.26 P 2+00 <br />BOULDER <br />3+00 <br />4+00 <br />Llll lllC PIA <br />211 <br />i�C\ <br />r <br />z <br />z <br />w cn 51 <br />.03 <br />3+00 <br />C <br />5+00 <br />PROFILE <br />6+00 <br />7+00 <br />(E) <br />RESIDENC <br />N' <br />C � <br />V <br />�c c <br />LI�\��y <br />CONTRACTOR SHALLCIDN�TR�1Cl Y SEE VALLEY U ER <br />A DRIVEWANT ACE ` T IS <br />56.50 PAV PE A J A UI S A PLAN R-17 58.00 PAV <br />S E UA L R DETAIL <br />� <br />THIS <br />N FENCE 4' SHOULDER <br />PER ON-SITE IMPROVEMENTS 5 <br />52.50 RAV--EXtSTtNG 56.00 PAV 0) <br />STA: 3+82.94 STK-...- 5+8098 4 <br />56.00' F <br />4+00 <br />a <br />M <br />CONTRACTOR SHALL CONSTRUCT <br />A DRIVEWAY ENTRANCE <br />PER SAN JOAQUIN STANDARD PLAN R-17 <br />2' SHOULDER <br />56.50 PAV 56.93 PAV <br />STA: 6+61.34 STA: 7+87.99 <br />OFFSET: 24.05' OFFSET: 24.5' <br />I <br />9+00 <br />10+00 <br />� sIiED- <br />LEFT EDGE OF PAVEMENT TRANSITION w <br />STA: 8+10.53 <br />OFFSET: 23.98' <br />NE d <br />❑ d 18. 1 <br />> P 18.50 57 Z 1 P <br />��- <br />VALLEY GUTTER DETAIL <br />6" AC VALLEY GUTTER <br />0.11 4' � 0.5' <br />COMPACT EXISTING SOIL <br />TO A RELATIVE COMPACTION <br />OF 90% <br />CA: 800-227-2 <br />NV:800-227-2600 <br />PLAN <br />CES BARN <br />CONTRACTOR SHALL CONSTRUCT <br />DRIVEWAY ENTRANCE. <br />R= 250' <br />NOTE: <br />EXISTING HIGHWAY 99 ON RAMP <br />AND OFF RAMP, SHALL NOT BE <br />DISTURBED. <br />NOTE: <br />1. STATIONING SHOWN IS CENTERLINE OF R/W. <br />2. RELOCATION OF EXISTING SIGNING IS SHOWN ON SHEET 4. <br />3. = DIRECTION OF FLOW <br />N <br />z----- <br />o <br />si <br />NO. D E S C R I P T 1 0 N COUNTY APPROVAL <br />APPROVED BY BY <br />SIEGFRIED ENGINEERING, Inc. <br />Civil Engineering ■ Land Surveying ■ Structural Engineering In Planning <br />4045 Coronado Ave. ■ Stockton, CA 95204-2396 ■ 209 943-2021 ■ FAX 209 942-0214 <br />Job No. Submitted By R.C.E. No. Exp. <br />JOB NO. <br />- - <br />47 49=PAV <br />- - <br />55_45 P - - <br />- -� <br />57.04 P <br />- <br />�� <br />-51. - - <br />PAV <br />_�- <br />- _ <br />53.77 PAV 55.67 PAV <br />.57.01 <br />STA: 6+00 <br />75705 PAV <br />PAV <br />STA: 7+74 <br />STA: 2+00 �5�.74�i <br />OFFSET: 14.24' <br />STA: 3+25.36 <br />52.66P <br />STA: 5+00 <br />STA: 4+00 <br />OFFSET: 15.39' <br />OFFSET: 13.65' <br />CENTERLINE OF CONSTRUCTION <br />: 7+00 <br />OFFSET: 12.66' <br />\` OFFSET: 12.44' <br />i <br />z <br />MATCH LINE <br />OFFSET: 20.23' <br />OFFSET: 17.95' <br />EXISTING R/W CENTERLINE OF R/W <br />EXISTING EDGE <br />EXISTING FLOWLINE <br />/ <br />RIGHT EDGE OF PAVEMENT TRANSITION <br />OF PAVEMENT PROPOSED 4' AB SHOULDER <br />FOR DRAINAGE DITCH <br />CONTRACTOR SHALL SAWCUT <br />EXISTING DRIVEWAY AND MATCH <br />J <br />EXISTING GRADES. <br />(TYP) FOR (3) DRIVEWAYS (EAST SIDE) <br />NORTH <br />99 FRONTAGE ROAD <br />��- <br />VALLEY GUTTER DETAIL <br />6" AC VALLEY GUTTER <br />0.11 4' � 0.5' <br />COMPACT EXISTING SOIL <br />TO A RELATIVE COMPACTION <br />OF 90% <br />CA: 800-227-2 <br />NV:800-227-2600 <br />PLAN <br />CES BARN <br />CONTRACTOR SHALL CONSTRUCT <br />DRIVEWAY ENTRANCE. <br />R= 250' <br />NOTE: <br />EXISTING HIGHWAY 99 ON RAMP <br />AND OFF RAMP, SHALL NOT BE <br />DISTURBED. <br />NOTE: <br />1. STATIONING SHOWN IS CENTERLINE OF R/W. <br />2. RELOCATION OF EXISTING SIGNING IS SHOWN ON SHEET 4. <br />3. = DIRECTION OF FLOW <br />4' SHOUL <br />*00 <br />�1 <br />SECTION SCALE <br />I" = 40' HORIZONTAL <br />I" = 4' VERTICAL <br />1x0 <br />0 <br />9, <br />x <br />, <br />is <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />DATE: <br />APPROVED: RCE NO:--__- <br />DIRECTOR OF PUBLIC WORKS EXP DATE: <br />SHEET <br />NORTH 99 FRONTAGE ROAD 3 <br />OF 6 <br />STREET IMPROVEMENTS COMPUTERFILENO- <br />PLAN AND PROFILE DRAWING FILE NO. <br />N <br />z----- <br />o <br />si <br />NO. D E S C R I P T 1 0 N COUNTY APPROVAL <br />APPROVED BY BY <br />SIEGFRIED ENGINEERING, Inc. <br />Civil Engineering ■ Land Surveying ■ Structural Engineering In Planning <br />4045 Coronado Ave. ■ Stockton, CA 95204-2396 ■ 209 943-2021 ■ FAX 209 942-0214 <br />Job No. Submitted By R.C.E. No. Exp. <br />JOB NO. <br />- - <br />DATE 11/23/98 <br />- - <br />F. B. NO. <br />----- - -- -- <br />DRAWN VGD <br />DESIGN VGD <br />CHECKED LAC <br />4' SHOUL <br />*00 <br />�1 <br />SECTION SCALE <br />I" = 40' HORIZONTAL <br />I" = 4' VERTICAL <br />1x0 <br />0 <br />9, <br />x <br />, <br />is <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />DATE: <br />APPROVED: RCE NO:--__- <br />DIRECTOR OF PUBLIC WORKS EXP DATE: <br />SHEET <br />NORTH 99 FRONTAGE ROAD 3 <br />OF 6 <br />STREET IMPROVEMENTS COMPUTERFILENO- <br />PLAN AND PROFILE DRAWING FILE NO. <br />