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Limits of Clearing a Grubbing
<br /> Width (Rehr to chart be/ow ) I' Conform to EP
<br /> (Typical)
<br /> SlurrySeo/
<br /> - - - - - - - -- - -� / Project Street / Non-Project Street
<br /> Existing Roadway - - - - - -
<br /> Shoulder Detoi/ Shoulder Detoil
<br /> with A. C. Dike without A. C. Dike a ® Slurry Seo/
<br /> TYPICAL SECTION
<br /> No Scole
<br /> Note: The S. Y. quontities shown include oil intersection rodii and cul-de-sacs. - -- - - -
<br /> STREET NAME LiM/TS WIDTH LENGTH QUANTITY Non- Project Street
<br /> Tsire/os Drive Honsen Rd. to 168'-f,5 E. Redondo Ll. 40' 874' 3, 960 S. Y.
<br /> Redondo Drive Tsire/os Dr to 195't W. Currier Dr 40' 2, 265' /0, 097 S. Y INTERSECTION DETAILS
<br /> Jooquin Court Redondo Or to End 30' 275' 1, 506 S.Y. No Scole
<br /> Modrid Court Currier Or to End 3o' 422' 2,025 S.Y.
<br /> Currier Drive /55't S/o Redondo to 47't S/o R. Ramon 40' 1,345' 6,067 S.Y GENERAL NOTES
<br /> Lo Paz Drive Currier Dr, to Yolo Woy 30'-32' 852' 2,857 S. Y.
<br /> Yo/o way Lo fbz Or to 176 't S/oRedondo 4r 30' 242' 807 S.Y. /, Mointoining TrofKc - Streets moy be closed during slurry Seo/ opplicotion
<br /> Voquero Court Lo Poz Dr to End 30' 2/2' 1,296 S.Y. for o moximum time of 4 hours, however, streets moy not be closed
<br /> Roncho Romon Dr Currier Or. to Grunouer Rd. 40' 1,770' 7910 S.Y. simu/tooeous/y thot will inconvenience on entire oreo.
<br /> Roncho Romon Ct. Roncho Romon Dr. to End 30' 690' 2,902 S.Y. One week prior to the storf of work, the contractor sholl furnish
<br /> Santos Court Roncho Romon Or to End 30' 490' 2, 251 S.Y. to the Engineer o schedule showing proposed street closures on eoch
<br /> Grunaver Rood 570't N/o Roncho Romon Dr to End 30=20' 1,398' 4,608 S.Y. holt- day bosis. No work shot/ commence until this schedule /s
<br /> z TOTAL AREA A 46, 286 S.Y. opproved by the Engineer.
<br /> Midwoy Drive Corro/ Hollow to W. End 40' 1,471 7 /40 5. Y.
<br /> w Corbono Court Midwoy Or. to S. End 3o' 216' 1, 322 S. Y. 2. Intersections -All intersection roo'ii within the project limits sho//
<br /> u=i 41 Teslo Court Midwoy Dr. to 5. End 32' 381' 1,973 S.Y. be slurry seo/ tooted.
<br /> Ellis Ave. Midwoy Dr. to N. End 32' 807' 3,458 S.Y.
<br /> Cornegie Drive Ellis Ave. to W. End 32' 6/3' 2, 782 S.Y. 3. C/eoring and Sterilizing - The Controctor sho/l remove oll gross within
<br /> W Pottery Court Cornegie Dr to N. End 32' 158' 1, 164 S.Y roodwoy to be slurry seo%d. The controctor shot/ ploce soil sterilont
<br /> z 9- TOTAL AREA 8 /7, 839 5.Y. upon oreos where gross hos been removed. Soil sterilont moterio/
<br /> h Bernard Drive Vernolis Rd. to S. End 32' 1,528, 5, 793 S.Y.
<br /> Steormon Drive Bernard Or to Steormon Ct. 32' /,543' 5, 572 S.Y. sho// be liquid herbicide Promito/ 25E or opproved equal and applied
<br /> Steor on Court ern rnon r toe End 32' S/O' 2,4/5 SA os Per monufbcturers recoinmendotion. This work sho/l be Completed
<br /> BrichSteorrnon Court Vernolis Rd. to S. End 32' 660' 3, 166 S.Y. Prior to beginning Slurry Seo/ app/icotion.
<br /> TOTAL AREA C /6, 946 S.Y, Payment for this work sho// be considered os included in other items
<br /> Pocif'ie Road Yosemite Ave, to S. End 22' 1. 258 3, 094 S.Y. � work and no odaUfionol compensotion will be ollowed therefor
<br /> Wotson Ave. Yosemite Ave. to S. End 30' 1,107' 4, 161 5.Y.
<br /> UJ Corwin Drive Union Rd. to W. End 32' 645' 2,4/2 S.Y
<br /> R Suess Court Corwin Dr to N. End 32' 384' 1, 954 S.Y.
<br /> TOTAL AREA D l/ 621 S,Y.
<br /> GR4ND TOTAL (ALL AREA5 ) 92, 692 S.Y. .
<br /> COUNTY OF SAN JOAQUIN TYPICAL SECTION, INTERSECTION ROAD DISTRICT 5 Sheet No.
<br /> AND CONSTRUCTION DETAILS SLURRY SEAL /983 2 of 2
<br /> Project En ineer I Date Checked B Data I Senior Engineer Do teI AppruipL ReCanlale dads Date
<br /> �° �elo_83 -$u .� f 6/83 1:1.6, 4a" 6/20 1 683
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