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J►I <br />0 <br />Place 2-12"x24 All. Pipes <br />Level Invert Elev. 78 <br />t Const. Levee Rdwy. <br />CO) <br />41.A <br />Cw <br />Coni. 1-12 Chain <br />Link <br />t <br />CONSTRUCTION FARM ROADWAY ALK3NMENT DATA <br />Gate (Type CL -6) <br />Loc&tlon <br />Bearing <br />Distance <br />Radius <br />Delta (angle) <br />Arc <br />Chord <br />Tangent <br />Tangent <br />for Section <br />A -A i fence location. <br />Cr <br />DO -NM -88 <br />Length <br />Distance <br />Distance <br />sxsa czsas:wsi:z <br />ssswsassssss:*siisswseszzasssiwaiiiissssasss <br />wss.*ss <br />ssss•siis**u <br />sssswissassssw ss ssss as <br />13 <br />to <br />14 <br />N <br />33-20-39 <br />a <br />237.93 <br />46.00' <br />M <br />= <br />14 <br />to <br />16 <br />3 <br />N <br />33-26-38 R <br />202.40' <br />180.00' <br />22-20-60 <br />70.21' <br />69.16' <br />35.66' <br />15 <br />to <br />16 <br />N <br />11-07-49 <br />9 <br />67.79 <br />22-20-60 <br />70.21' <br />69.76' <br />35.56' <br />4 <br />16 <br />to <br />17 <br />11-07-48 L <br />56.05' <br />180.00' <br />16-38-10 <br />49.121 <br />48.97' <br />24.71' <br />1.7 <br />to <br />18 <br />N <br />24-45-69 <br />9 <br />74.93 <br />48.97' <br />24.72' <br />6 <br />to <br />7 <br />16 <br />co <br />19 <br />180.00' <br />36-44-62 <br />116.46' <br />113.49' <br />69.79' <br />19 <br />to <br />20 <br />N <br />9-69-64 <br />W <br />117.98' <br />8 <br />to <br />30 <br />N <br />9-68-54 W <br />20 <br />to <br />21 <br />10 <br />180.00' <br />Li -27-12 <br />48.66' <br />49.40' <br />24.42' <br />21 <br />to <br />22 <br />N <br />4-39-19 <br />8 <br />22.41' <br />11 <br />N <br />39-58-54 9 <br />46.00' <br />22 <br />to <br />23 <br />N <br />4-38-18 <br />9 <br />61.78' <br />180.00' <br />30-00-00 <br />23 <br />to <br />24 <br />12 <br />to <br />12A <br />N <br />180.001 <br />18 -2f ->i6 <br />17.69' <br />17.61' <br />9.92' <br />24 <br />to <br />25 <br />N <br />13-47-14 <br />W <br />70.92' <br />26 <br />to <br />26 <br />66.00' <br />69-66-00 <br />67.53' <br />64.94' <br />31.71 <br />?. <br />"a <br />27 <br />N <br />73-43-17 <br />W <br />63.62' <br />27 <br />to <br />29 <br />66.00' <br />68-46-60 <br />66.41' <br />63.97 <br />30.97' <br />26 <br />to <br />29 <br />N <br />14-57-27 <br />W <br />261.46' <br />2) <br />to <br />30 <br />66.00' <br />71-44-06 <br />68..86' <br />64.46' <br />39.77' <br />40 <br />t.i <br />31 <br />N <br />56-46-38 <br />6 <br />205.31' <br />31 <br />to <br />32 <br />66.00' <br />26-12-20 <br />22.20 <br />22.10' <br />11.20' <br />0 <br />33 <br />N <br />33-34-10 <br />R <br />162.44 <br />33 <br />to <br />34 <br />55.00' <br />36-23-20 <br />33.97' <br />33.43' <br />17.65' <br />?� <br />35 <br />N <br />1-49-10 <br />W <br />106.77' <br />Place 2-12"x24 All. Pipes <br />Level Invert Elev. 78 <br />t Const. Levee Rdwy. <br />CO) <br />41.A <br />Cw <br />Coni. 1-12 Chain <br />Link <br />t CONSTRUCTION LEVEE <br />ROADWAY ALIGNMENT DATA <br />Gate (Type CL -6) <br />Location <br />See SP F 10 for details <br />Bearing <br />Distance <br />Radius <br />Delta (Angle) <br />Arc <br />Chord <br />Tangent <br />for Section <br />A -A i fence location. <br />Cr <br />DD -14N-88 <br />Length <br />Distance <br />Distance <br />•sews*.*........ssss.sss*ssss <br />wss.*ss <br />ssss•siis**u <br />sssassssisiiisissss*ssww <br />sssw ssss sx <br />1 <br />to <br />2 <br />N <br />33-29-32 9 <br />46.00' <br />M <br />= <br />2 <br />to <br />3 <br />N <br />33-26-38 R <br />202.40' <br />19 <br />+ <br />a' <br />3 <br />to <br />4 <br />5 <br />180.00' <br />22-20-60 <br />70.21' <br />69.76' <br />35.56' <br />4 <br />to <br />5 <br />N <br />11-07-48 L <br />56.05' <br />6 <br />to <br />6 <br />180.00' <br />15-38-10 <br />49.12' <br />48.97' <br />24.72' <br />6 <br />to <br />7 <br />N <br />26-45-58 6 <br />86.43' <br />7 <br />to <br />8 <br />180.00' <br />36-44-62 <br />116.46' <br />113.48' <br />69.79' <br />8 <br />to <br />30 <br />N <br />9-68-54 W <br />46.00' <br />10 <br />to <br />9 <br />N <br />9-58-54 W <br />134.94 <br />10 <br />to <br />11 <br />N <br />39-58-54 9 <br />46.00' <br />It <br />to <br />12 <br />180.00' <br />30-00-00 <br />28.80' <br />78.47' <br />14.74' <br />12 <br />to <br />12A <br />N <br />9-50-54 N <br />40.00' <br />Place 2-12"x24 All. Pipes <br />Level Invert Elev. 78 <br />t Const. Levee Rdwy. <br />CO) <br />41.A <br />Cw <br />X\ <br />1 -Sia. 21+30,64 (Farm Rdwy+- <br />_'. 30 <br />t 6enct, Farrq <br />8 <br />10 r% <br />\ at Sita tta+00 yam' <br />R A D Exist. Pipe and <br />f t►o Place /-Uux40' Alt. Pipe <br />f: �A$, / , \\ w '.�-,..• ...- _�� .• �� I�j f,•' N Level Invert Elev.72 <br />v <br />nd Access a <br />,zA <br />pG� PONQx. <br />EX 1. Fence t <br />-a - <br />\ remain M place <br />.. N n. <br />. \ - <br />t4 --- Y < <br />...... 3 x <br />\pct fy S"111i flflt MT -outfit Structure • ,, �\ \ <br />` b--`'�y <br />Coast. Drainage Pond i Levee Rdwy. <br />See h(,,j,for Storm Drainage System r< �'~v <br />1Q •>y v -.• - �� • • SMit._3for Sections A -ASR -BAC -C <br />afi£af=tti;Y 1.iNE <br />)farms, � }�•1}'� � }�� \ y.�� ,� `` <br />\ <br />T : t• Oso j;:. .., \\ 1 ,\ <br />4 II <br />.. ..... ;:'''> :.: ,>'3 r ..:, sig 5� \ 4fi� Trans. at Bottom of Channel <br />\ The Access Road shall be graded and shaped <br />3.33 E <br />\\\ _ wide as part of Clearing & Gr binge ..... <br />IE <br />�i t Const. Levee 8 Farm Rdwy Alignrwnt Data Location :' �' \� <br />Finished Grade \ <br />,:. ter. •� _ <br />®a... <br />Rock Slope Protection (Facing Method - B) tuN <br />Sae Sht_for Section C -C00 <br />PROJECT ENGINEER DATE CHECKED BY <br />494Atorm at Sta.21+85~ <br />4 u j rf� •-P:+: Sia: 23+87.01 (Farm RdWva- <br />^. J <br />� •,iJ ••'• N / J I' / Ili l / J d l .: i <br />Z* <br />26+78.25 (Farm Rte_ <br />712-,x A83 <br />G__ENE_RAL NOTES <br />I. Allowable Alternate pipes for the 12" dia. pipes are <br />C.M.P gage 14 or Class IV R.C.P. <br />2. Allowable Alternate pipes are R.C.P. Class III or <br />C.N-P- 14 Gauge (Bituminous Coated)- <br />3. Farm road is stationed on tangents. <br />4- Remove all trees within Clearing & Grubbing Areas <br />as marked by the Engineer (approximately 70 trees). <br />EXCAVATION (Gross) <br />DESCRIPTION UNIT QUANTITY <br />Pond (Exc.) C Y. 3900 <br />Levee Roadway (Emb.) C.Y. 2050 <br />Farm Roadway (Emb.) C.Y. 1167 <br />items of beeKinga EB 4<t%. 144-'132 Miff°3t`I4 a14i.0 A4isc"ii3rr Fiu;sa (:«« Fivtet x;.a„z; <br />ON <br />TAL <br />DATE SUBMITTED BY DATE APPROVA RECOMMENDEOBY DATA CLEMENTS DRAINAGE NO. s�EETs <br />7�s�rp .� ,o ��=�y� COUNTY OF SAN JO�W4 SCALE: No Sale DRAINAGE POND PLAN <br />�1. <br />Coni. 1-12 Chain <br />Link <br />Gate (Type CL -6) <br />" <br />See SP F 10 for details <br />Con61.1360' <br />of Chain Link Fence <br />(Type CL -6, <br />Metal Posts). See Shl. <br />3 a <br />for Section <br />A -A i fence location. <br />Cr <br />E <br />See SP F10 <br />for details <br />N <br />+ <br />M <br />= <br />T <br />Q <br />19 <br />+ <br />a' <br />t3 7 <br />5 <br />a <br />/ <br />X\ <br />1 -Sia. 21+30,64 (Farm Rdwy+- <br />_'. 30 <br />t 6enct, Farrq <br />8 <br />10 r% <br />\ at Sita tta+00 yam' <br />R A D Exist. Pipe and <br />f t►o Place /-Uux40' Alt. Pipe <br />f: �A$, / , \\ w '.�-,..• ...- _�� .• �� I�j f,•' N Level Invert Elev.72 <br />v <br />nd Access a <br />,zA <br />pG� PONQx. <br />EX 1. Fence t <br />-a - <br />\ remain M place <br />.. N n. <br />. \ - <br />t4 --- Y < <br />...... 3 x <br />\pct fy S"111i flflt MT -outfit Structure • ,, �\ \ <br />` b--`'�y <br />Coast. Drainage Pond i Levee Rdwy. <br />See h(,,j,for Storm Drainage System r< �'~v <br />1Q •>y v -.• - �� • • SMit._3for Sections A -ASR -BAC -C <br />afi£af=tti;Y 1.iNE <br />)farms, � }�•1}'� � }�� \ y.�� ,� `` <br />\ <br />T : t• Oso j;:. .., \\ 1 ,\ <br />4 II <br />.. ..... ;:'''> :.: ,>'3 r ..:, sig 5� \ 4fi� Trans. at Bottom of Channel <br />\ The Access Road shall be graded and shaped <br />3.33 E <br />\\\ _ wide as part of Clearing & Gr binge ..... <br />IE <br />�i t Const. Levee 8 Farm Rdwy Alignrwnt Data Location :' �' \� <br />Finished Grade \ <br />,:. ter. •� _ <br />®a... <br />Rock Slope Protection (Facing Method - B) tuN <br />Sae Sht_for Section C -C00 <br />PROJECT ENGINEER DATE CHECKED BY <br />494Atorm at Sta.21+85~ <br />4 u j rf� •-P:+: Sia: 23+87.01 (Farm RdWva- <br />^. J <br />� •,iJ ••'• N / J I' / Ili l / J d l .: i <br />Z* <br />26+78.25 (Farm Rte_ <br />712-,x A83 <br />G__ENE_RAL NOTES <br />I. Allowable Alternate pipes for the 12" dia. pipes are <br />C.M.P gage 14 or Class IV R.C.P. <br />2. Allowable Alternate pipes are R.C.P. Class III or <br />C.N-P- 14 Gauge (Bituminous Coated)- <br />3. Farm road is stationed on tangents. <br />4- Remove all trees within Clearing & Grubbing Areas <br />as marked by the Engineer (approximately 70 trees). <br />EXCAVATION (Gross) <br />DESCRIPTION UNIT QUANTITY <br />Pond (Exc.) C Y. 3900 <br />Levee Roadway (Emb.) C.Y. 2050 <br />Farm Roadway (Emb.) C.Y. 1167 <br />items of beeKinga EB 4<t%. 144-'132 Miff°3t`I4 a14i.0 A4isc"ii3rr Fiu;sa (:«« Fivtet x;.a„z; <br />ON <br />TAL <br />DATE SUBMITTED BY DATE APPROVA RECOMMENDEOBY DATA CLEMENTS DRAINAGE NO. s�EETs <br />7�s�rp .� ,o ��=�y� COUNTY OF SAN JO�W4 SCALE: No Sale DRAINAGE POND PLAN <br />�1. <br />