Laserfiche WebLink
i <br /> 60' <br /> APPLICABLE STANDARD PLANS LEGEND <br /> Cl- <br /> ES - 1A ES- 3D ES - 5E ES - 8 w ----24C — 24'o High Pressure Cas Main (P.G. & E.)ES- 1 B ES - 3E ES - 6A ES - 10 <br /> 16' __.. 4U _...........__... „�, High Pressure Gas Main (P.C. & C) <br /> ES - 2A ES - 413 ES - 6P ES - 1110' T Telephone Conduit (Cantel) <br /> ES - 2C ES - 4C ES - 6R ES - 13 <br /> ES - 3A ES - 5A ES - 6S ES - 14 0 0 <br /> ES - 3C ES - 5B ES - 6T _ <br /> 1 1 /2” c, 3 #10 0 0 <br /> 1 0 � C PHASE DIAGRAM <br /> o Q <br /> (0 Lei <br /> 01 a 2 <br /> 16' <br /> GENERAL NOTES 186 ± <br /> o2 <br /> �— o4 <br /> 1 . Pole, pull box, loop detector, and controller cabinet locations shall be an <br /> — <br /> determined in the field by the Engineer. o6 o 6 0 4 6 <br /> 2. Underground utility locations shall be verified prior to excavating. The 1 j o 1 & o6 o 2 & o 6 o4 <br /> Contractor shall be responsible to notify USA at 1 -800-642-2949 48 hours prior to 0 i <br /> any excavation work. <br /> 3. Signal sections shall be metal with 12" indications, and backplates shall be <br /> louvered. Visors on the mast arm mounted signals shall be "tunnel" type and all 278'± 6 <br /> others shall be full circle. 1 1 /2" C, ES-2C <br /> Ill—AF <br /> 4. Flashing indications shall flash in red on all phases. 22' 16' 5 10,3 14 <br /> 5. All pull boxes shall be No. 5 (T) unless otherwise noted on the plans. a, a 1111 <br /> 2" C, <br /> w 3 #4 <br /> Lj <br /> 6. Left turn signal heads shall use arrow designations. Install foundation at end of <br /> radius, 67 from R/ t CONTROLLER/SERVICE PAD <br /> 7. Installation of detector wire in saw cuts shall be done in the presence of the 1 1 /2" C, 2 DLC � See Detail A, this sheet <br /> eeet <br /> Engineer. 3 #10 <br /> g DETAIL A <br /> 8. All conductors and their terminators shall be clearly marked. 1 o j 1 1 1/2" C, 3 #4 NO SCALE <br /> 9. Pavement markings and striping shall be done by others. I I <br /> 1 1 /2" C, 2 DLC, 3 #10 <br /> A51 1 /2" C, 1 DLC, 3 #10 „ <br /> / <br /> 1 1 /27 C, 3 #10. <br /> R/W Type D `� � Const. R/W <br /> B 4 <br /> {. _.._...._._......._.. .i. _........_........_...... _ _ i 3 i — -- — 0 600' to <br /> 01 — _ stop bar 1 <br /> o <br /> E.P. PEC m2 / Er—Pr,. G 10' o <br /> Existing light <br /> 400' to _ to be removed I 214U N `r° 212U <br /> stop bar DH I a2 by others <br /> 600 to 6J2U 111 U Type D 1 400' to CO <br /> stop bar Ln <br /> N stop bar <br /> o _ _ _ _ _ <br /> Service Point 1 06 <br /> � 10' �F — 6J4U I (Existing Utility Pale) <br /> E.P. <br /> <...._.__...._E,P....._...._._..__.._Y. ....._....__...._..._ .a. _.._.............. _._.. ...._._ !._... <br /> 6..._._.... �.. ..._..__t._ �_. <br /> .. <br /> ....._----__._......T_._.___._.. ...................__..__. _.._..._........._._......---......_._.............__......._ _. <br /> —_..._._.._..____.____..........._........_---._..____.__ 24 G <br /> 7necessary <br /> --------- —--- <br /> 1 1 /2" C, 3 #10 142'± 285'± C, 3 #4 1 O <br /> th of conductors <br /> AIRPORT WAY 268 ± 4 <br /> R/W y at base of pole R/W <br /> ate utility hook up <br /> f pole. <br /> 1 1 /2"C, 1 DLC, 3 #10 , , NOTE: <br /> This plan accurate for electrical work only. <br /> w o <br /> Q z <br /> a <br /> w <br /> 0 <br /> z <br /> w <br /> J_ <br /> DRAWN BY DATE 0 20 40 SHEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE AIRPORT WAY AND ROTH ROAD NO. SHEETS <br /> pGYipbp 5/92 �,� COUNTY OF SAN J OAQ U I N SIGNAL SYSTEM PLAN PROJECT TRAFFIC SIGNAL m <br /> lie <br /> 5 /92 S/� s/9Zjd /rs/Z �� ��z SCALE IN FEET 3 4 <br /> FILE NAME DRAWER SHEET NO. ACAD <br /> E:\AIROTH\SIGNALPL <br />