Laserfiche WebLink
Remove existing 18"0 Frame and Grate. <br /> Install new Frame and Grate on existing <br /> S.D.I. Top of Grate Elev.= 9.68. <br /> See S.J. Co. Std. No. D-13 for frame <br /> Y' and grate details. <br /> �/ Construct 18 L.F. Curb, Gutter and <br /> j Sidewalk with Handicap Romp (Case C). <br /> ./ See sheet 4 and S.J. Co. Std. Nos. R-6 <br /> W <br /> mBI (� Construct 21 L.F. Curb, Gutter and © 0 /' and and <br /> S for details (typical, NE, O\-!C <br /> z I I 4 Sidewalk with Handicap Ramp (Case C). _ SW and SE corners). / <br /> Place insAsphaltConcrete <br /> ofC. G & S. <br /> McAreas) <br /> after G` <br /> () See sheet 4 for details. <br /> m ' E AB <br /> I Furnish and install new G• ` '� I° <br /> Type 90 controller in new <br /> 1 ' Type "P" cabinet and wire <br /> F Y. O 6 <br /> II �- for 8 phases. m '' M 06PPB, 04P <br /> it AB \. / <br /> —PB, 06P <br /> onn^°'ow' <br /> U' <br /> _ : r <br /> : <br /> r me I <br /> { <br /> '1' v I Bent; mark elevation 8 _ N06 <br /> mA at center of lomphole <br /> i <br /> covel = 10.00 . / /�� z°°,egolk <br /> RS i 1%2" G, 04 �_ 04 toe <br /> RS Controller I i 1 DLC © j <br /> and Cabinet I sW' <br /> Existing ervice / L ms <br /> cabinet o remain <br /> As <br /> �.,•• ® <br /> RS / O 6 06PPB <br /> FA 11 �/ i 2 4,2 0 <br /> OA �ryx� <br /> 3 <br /> CC ' <br /> NORTHWEST QUADRANT i I ,0^ <br /> (No Scale) t <br /> Sanitary Sewer AB K 04 5 5 <br /> M.H. a <br /> 0A I PEC p 06 ® a✓"° t0 <br /> M\w` R9 JP <br /> Sanitary M.H' Sewer\v mA - 1 I 06 <br /> 05 <br /> / •` OA m1 <br /> Storm Drain 02 <br /> M.H. <br /> -__________ �t�1 <br /> ------ - RS O ✓���PM\� / �; Was, 02P <br /> Storm <br /> rain m2 <br /> , pg <br /> ®A <br /> Im.H. 04 <br /> 0A 013 <br /> li Construct 2470 Storm Drain Inlet. <br /> Top of Grate Elev. = 9.45. See S.J. Co. Std. <br /> No. ).IVfor details. Place 6 L.F. x R.C.P. <br /> R Q (CI. IV). Connect to existing pipe. Seee detail sheet 4. <br /> Pipe fowline shall be level grade, <br /> - I S Q O 01 m2PPB. <br /> 1 q l 04P <br /> i- <br /> 1 ' Z Stop I I Q m <br /> I to <br /> 04 <br /> X pm`t i I <br /> 02 <br /> w ___ <br /> 1 . G 1 _-r'1 <br /> Remove existing S.D.I., Frame and Grate, <br /> II J �z yy C` 1 O 02 P 02 PPBi Q and 4 L.F. of lateral pipe. See Trench <br /> II Q YQ/z i 1L----- Repair Detail sheet 4. <br /> I i 10 ll 0 <br /> t 11 I <br /> 1 <br /> me <br /> X <br /> I I I _. 1 DH I ----+' W <br /> Hype P• Remove existing 18"0 Frame and Grate. i J <br /> EXISTING SIGNAL V, Install new Frame and Grate on existing —j a Q <br /> S.D.I. Top of Grate 9.45. <br /> See S.J. Co. Std. No.. D-1 D-13 forordetails. SENSOR TABLE <br /> P LA N GH DET LOOP DETECTORS <br /> 02 <br /> GENERAL NOTES <br /> Note: This plan accurate for 2 1 04A 3 EXISTING <br /> electrical work only. —27 06 1 <br /> 1. All locations for new equipment are approximate. Final locations shall be determined in the PLAN 4 04B 3 EXISTING <br /> field by the Engineer. 1 01 4 <br /> 2. Signal sections shall be metal with 12"0 indications, and back,plates shall be PROJECT NOTES 27 2 05 (4) EXISTING <br /> louvered. Visors on the most arm mounted signals shall be turner' type and all <br /> others shall be full circle. ( ) - Loops per sensor <br /> 3. Flashing indications shall flash in red on all phases. 1. Contractor shall furnish and install ALL NEW CONDUCTOR CABLE for eight <br /> phase operation. (Only five phases will be used at this time.) <br /> 4. All pull boxes shall be No. 5 unless otherwise noted on the plans. <br /> 5. Left turn signal9 heads shall use arrow designations. APPLICABLE STANDARD PLANS 2. New phasing for the intersection shall be assigned as shown on the PO6 <br /> plans, and all cables labeled accordingly. <br /> .W- W. PO4 <br /> 6. Installation of detector wire in saw cuts shall be done in the presence of the ES - 1A ES - 4B ES - 6T 3. Ped. push button signs shall conform to Standard Plan ES-5C. Contractor fP°� � f06 04 <br /> Engineer. ES - 1B ES - 4C ES - 7D shall furnish new signs for all pedestrian push button locations. 05—) 01 -.411-- 06 f OR, 02i 02—� <br /> ES - 3A ES - 5A ES - 8 01 i <br /> 7. All conductors and their terminators shall be clearly marked. ES - 3B ES - 5B ES - 10 4. New cables for all new conduit runs shall be installed per the conductors Pat 04 1 <br /> ES - 3C ES - 5C ES - 11 schedule and stubbed into new or existing pullboxes. The existing <br /> 8. Pavement markings and striping shall be done by others. ES - 3D ES - 5E ES - 13 conduit for these runs shall be abandoned. 01 & 05 01 & 06 02 & 05 02 & 06 04 <br /> 9. All salvaged material designated on the plans to be delivered to San Joaquin County ES - 3E ES - 6A ES - 14 <br /> shall be taken by the contractor to the Public Works Maintenance yard at ES - 4A ES - 6R 5. The Contractor shall obtain an encroachment permit from the City PHASING DIAGRAM <br /> 1810 E. Hazelton Ave. of Stockton prior to performing any work within the city right-of-way. <br /> 10. All salvaged material not otherwise called out on the equipment schedule to be (No fee required). <br /> delivered to San Joaquin County shall be delivered to the City of Stockton 6. The Contractor shall furnish final as-built drawings for this project <br /> w Signal Shop at 1465 S. Lincoln Street. <br /> at no additional cost to the County. <br /> a <br /> 7. The Contractor shall maintain full operation of the existing traffic signal during the o <br /> progress of work, except when shutdown is permitted by the Engineer. Z <br /> w <br /> N z <br /> z <br /> Q J <br /> N <br /> DRAWN BY DATE SHEET 70iAL °1 <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE sca�E: BENJAMIN HOLT DRIVE AND ALEXANDRIA PLACE Na. 6HEET5 <br /> �'nav "�9� �i�z COUNTY OF SAN JOAQUIN p loft 4Oft TRAFFIC SIGNAL MODIFICATION z 4 <br /> kA�t.4t kuAgol 11 X92 � �z q/1cTur�,�iufr � �'/z9/sa � - ' <br /> FILE NAME DRAWER SHEEL NO. ACAD <br /> C:\BENHOLT\PLAN <br />