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Limits a-"' Clearing � Grubbing I I <br /> Q <br /> L = Width (5ee Chart Below e Sheet *3) <br /> I I Con/'orm to Existing Radii <br /> I_ Slurry Seal <br /> (4 r- - - - <br /> - ro ec t S tree t <br /> Existing P <br /> I l <br /> Shoulder Detail / Roodwoy Shou/der Detoi/ 2 1 <br /> %w <br /> = with Curb 4' Gutter without Curb £ Gutter <br /> i <br /> 0 <br /> C <br /> TYPICAL SECTIONI Z ® Limits of Slurry Seal <br /> No Sco/e h 1 <br /> I <br /> '*Note : The squore yard quantities shown include all intersection radii and cul- de- 50C5. <br /> AREA STREET LIMITS WIDTH LENGTH * QUANT/TY D TA� INTERSECT/ON DETAIL <br /> A Apache Or Frontoge Rd to Novojo Wy. 55 -59' 250 '-" 1, 566 S.Y. / No SCo% <br /> A Apache D� NoVofo Wy. to Cot 'A " 40' 330'± /7596 S.Y. 1 GENERAL NOTES <br /> A Lot ' 4 "' See Orowiny on Sheet 03 880 5.Y. 2 1. Maintaining Trof'Pic — Streets may be closed during slurry seo/ <br /> A 8/ackhawk Wy. Comanche Or. North to End 32 ' l20't 470 5.Y. / opplieation for a moximum time oP 4 hours, however, streets <br /> moy not be closed simu/toneously #hot will inconvenience on <br /> A Comanche Dr Navajo Wy. to Paiute Wy. 32' 740'+ 3, 147 S. Y. l entire area. <br /> A Modoc Ct. Mohicon Dr North to End 32' 1501--* /, 093 5.Y. / One week prior to the store oP work, the contractor shall <br /> furnish to the Engineer a schedule showing proposed street <br /> A Mohowk Wy. Pueblo Or South to End 32' 135'* 523 S. Y. / closures on each holf' -odoy basis. No work sho// commence <br /> until this schedule is opproved by the Engineer. <br /> A Mohican Or. Pueblo Dr, East to End 32' /, 360'± 5,094 5.Y. / 2. Intersections - All intersection rodii within the project <br /> o A Montezuma Ct Mahican Or North to End 32' 380'* 1) 9 // S.Y. / limits sholl be slurry seal tooted. <br /> 9 ' A Navajo Ct. NovaJo tUy. West to End 60' lOS'* 915 S.Y. / 3• C/earinq And Steri/irinq (Areas A E B - The contractor <br /> S). <br /> shall remove a// gross of /iP o gutter and within roadway <br /> o m A Novo,jo Wy. Comanche Dr South to End 32' 1, 000'' 3,599 S.Y. / to be slurry sealed. The coaMoctor sholl place soil <br /> Sterilont upon areas where gross hod been removed. Soil <br /> iui S A Poiute Wy. Mohican Dr to Comonche Dr 32 ' 215 ''+ 850 S.Y. / sterilont inateriol sholl be liquid herbicide Promitol 9'5 E <br /> = or approved equal and applied as per manufacturer's <br /> A Pueblo Or Apache Or, to Mohicon Or 32' 250'* 889 S. Y. / recommendot,on. This work sholl be completed prior to <br /> 04 A Pueblo Dr. ,Apache Dr East to End 40' /,260't 57600 S.Y. / b <br /> e <br /> -g <br /> Poyment far th Sa wopkl/ <br /> catY sholl be considered included <br /> A Shawnee Wy. Pueblo Dr North to End 40' 690'' 3,196 S.Y. / in other items oP work and no additional compensation <br /> TOTAL AREA A 317329 s. Y will be allowed therefor. <br /> 0 <br /> COUNTY OF SAN JOAQUIN SCALE NONE TYPICAL SECTION, INTERSECTION ROAD DISTRICT 5 Sheet No. <br /> EkCONSTRUCTION DETAILS SLURRY SEAL 1982 2 of 3 <br /> ProjectEngine ar Date Checked �B ®/ 1 Dote Associate En ineer Date Aroval Recommended B jDate <br /> of• C/� S�SY �l'�F, w�*+t S��Z S. S�BZ � � -- S� <br />