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83MV210 3WVN 31U <br /> ` M <br /> 1EGEN `- <br /> � ` Z <br /> b ` <br /> I Place Type A Loop Detector. � <br /> \\ \ <br /> Place Type D Loop Detector. a �;� \ \ Note: Refer to S.P. ES-513 <br /> DH \ for loop spacing. <br /> / I DH <br /> / Place preformed Type E Loop Detector. <br /> / / A Oki 1) <br /> 2" Conduit for preformed (! Detector. IS <br /> DH <br /> fir Place preformed Type D Loop Dett '� <br /> loops. See Conduit detail, \ \ <br /> this page. <br /> DH ` J Existing Traffic Signal Loop Detector to remain in place. <br /> GOU <br /> Existing Detector Handhole Frame and Cover. J �\ ✓ 'l <br /> / / o <br /> I /l DH / / 44 <br /> 0ti tq� <br /> / DH h yOUS@ <br /> I ~� <br /> I I Zr l 100' to Limit Line Parkwq <br /> I I 1 1 y <br /> GENERAL NOTES DETECTOR LOOP DETAIL 2 <br /> I 1.0' thick Portland <br /> 1. The cost for work involved in the placing of 2" conduits and asphalt concrete backfill <br /> ' I Cement Concrete (see below) are to be included in the cost of the "Traffic Signal Loop Detectors" item SCALE: 1 = 20 <br /> ' to be placed. / of work. <br /> 2. The five traffic signal detector loops (Type D and Type E as shown) that are to be <br /> installed below the Portland Cement Concrete Pavement shall be preformed, "Never Fail" <br /> L J type loops. <br /> Nate: Refer to S.P. ES-5B 3. The testing and acceptance of the traffic signal loop detectors shall be coordinated with <br /> for loop spacing. Resident Engineer and the Assistant Traffic Engineer (Dodgie Vidad) at (209) 468-3707. <br /> 4• Refer to Order of Work (Page 10-1) for additional Detector Loop details.' ► <br /> DETECTOR LOOP DETAIL 1 t <br /> SCALE: 1 " = 20' <br /> E <br /> 35' / <br /> / Levee ' \ \ <br /> / Access Road m•. \ <br /> Existing Concrete median 14't DH / <br /> \ i <br /> and Detector Handhole , <br /> to remain in place. <br /> 0.12' Asphalt Concrete Overlay A I Bridge No. ` J f <br /> 94 29C-335 95 98 <br /> 6" min. <br /> \ 3' <br /> Abandon existing \ <br /> Existing Conduit to Pullbox 1.0' thick Portland 12" loop in place. \ Levee <br /> Existing Asphalt Concrete 9 \ Access Road / <br /> to remain in place. A Cement Concrete Backfill with Asphalt Place traffic loop <br /> Existing Roadway Base Pavement to be placed. Concrete (2 lifts). <br /> Install 2" Conduit prior to any detector. <br /> Loop Detector or Paving Work. Preformed Loop Detectors <br /> to be installed. 2" Conduit. DETECTOR LOOP DETAIL 3 <br /> CONDUIT DETAIL <br /> CONDUIT DETAIL SCALE: 1 " = 20' <br /> SCALE: NO SCALE SECTION A—A <br /> i <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> 3r2, l COUNTY OF SAN .1OAQUIN SCALE AS SHOWN DETECTOR LOOP DETAILS MOUNTAIN HOUSE PARKWAY RESURFACING NO. SHEETS <br /> �oti=s � 31�+(� z, /03 ,.�r,e(',d�ci/� 3s163 (500 south of Interstate 580 to 1.100 south of Interstate 205) 6 7 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS I DATE fI <br /> R <br /> i <br />