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X <br />4 <br />rwl.tt� <br />o <br />140 <br />Z 23 <br />LU <br />iNA <br />Ruv`s`ons K$ELDSEN SINNOCK & ASSOCIATES t INC . <br />• dale I by description <br />C,O N S U L. T I N C C I V I L E N C t N E E R S <br />1113 W.- FREMONT STREET Submilled �Lt� <br />ST KTON . CALIFORNIA s/P/PICl� <br />12 0) 946 •0269 Approval <br />D <br />r .1 <br />jL---Vk--1 81 <br />N. I., C. <br />. <br />row • -� r. -- <br />y <br />A rovst Reco mended 01 i 9 <br />COUNTY OF SAN JOAQU'IN <br />A�PraX. X'eley <br />50, <br />1*0 <br />t <br />5/9ft k atxo <br />IS <br />COUNTY SERVICE . AREA NO. 12 <br />SAN JOAQUIN COUNTY, CALIPORNIA <br />THORNTON STORM DRAINAGE PROJECT <br />PHASE <br />NEW <br />EYJSTING DRIVEWAY CULVERT' APPFOX. <br />INFrORMATION D*AENS16NS 1MP10W <br />r <br />WIDTH DIA x LF FL ELEV <br />ID # (ft) CULVERT SURFACE (in x ft) (ft) <br />------------------------------ -------------------- <br />1 45 - AC 12 x 45 7.3 <br />2 34 12" CP AC - 7.1 <br />3 48 - AB 12 x 48 5.5 <br />4 - 15 - AC 12 x 15 4.9 <br />5 16 - AC 12 x 16 4.7 <br />6 23 - AC 12 x 23 4.6 <br />7 20 - AB 12 x 20 4.4 <br />8 24 - AC 12 x 24 4.3 <br />9 15 -- AB +2 2 -15 <br />10 15 - AB 44- * r �.-5 <br />11 15 - AB 14. * I5- + <br />12 15 - AB 4-&-� <br />13 25 -- AB -r + <br />14 20. 12" CP AC - -4_-7� <br />15 15 12" CP AC - 4. 3- <br />16 15 12" CP AC <br />17 15 12" CP AC - 4. <br />18 15 - AB -12 <br />19 23 6 " CP AC +2- *--i3 fsrS <br />20 30 6" CP AC 4-2- 34- fir:: <br />21 30 6 " CP AB i-a 9+ 57-6 <br />22 30 101, CP AB +2- -x-3fr -S . 2- <br />2 3 30 6 " CP AB -1 2 --x 3t. -4: 3• <br />24 15 8" CP AB + x +5- 474 <br />25 - - <br />Pave pa in to area wi out efi d <br />C. drive s, con actor t verify ation <br />and d of a ired i ways owner. <br />26 2 = = <br />Gra 1 rki to ar wi ou def' ed <br />N� ``, drive ys, con ctor rift' o tion <br />id of ired d eways h owner. <br />27 *ee0*0e00e0 <br />P aued-..-:-ban - to nit ead bia-$ -1ea4i*# z e ne , <br />eeat-ra-vt to v-wr i-fy 1ocati-on and wi4l"-. oL , <br />requir-ed 4rivew ys wit# priuc p-1 <br />LEGEND <br />AC Asphalt Concrete Pavement <br />AB Aggr-egate Base Gravel <br />CMP Corrugated Metal Pipe <br />CP Concrete Pipe <br />Existing 12" Culvert <br />New 12" Culvert <br />-� Shoulder Ditch <br />------ Storm Drain Pipe <br />® Storm Drain Inlet <br />Storm Drain Manhole <br />GENERAL NOTES: <br />* Contractor to construct shoulder ditch along <br />existing drainage alignment wherever possible. <br />Deviations from existing alignment, or location <br />of ditch in areas where`no drainage ditch <br />#Ai currently exists, shall be approved in advance <br />r <br />by the Construction Manager / Inspector. <br />SEE DETAIL H <br />24 <br />* Contractor to remove and dispose of all material <br />A excavated from shoulder ditch. <br />+ * Contractor to provide.12" CMP culvert at each <br />driveway location, or salvage and replace any <br />existing 1211 culvert, and resurface excavated <br />drivewayin kind <br />t area .SEE DETAIL 24 <br />f <br />* Contractor to contact U.S.A. to establish the <br />location of existing underground utilities prior <br />], to excavation. 1-800-642- 2444 <br />* Contractor shall replace and restore any public <br />or j3rivate improvements damaged during the <br />construction of the shoulder ditch'and culverts. <br />- K / <br />NO.32192 a <br />civi <br />AVOF CAt1F��� <br />�' t `,{ <br />SHOULDER DITCH GRADING1 <br />E -137°0 <br />SHEET TOTAL <br />NO. SHEETS <br />23 24 <br />