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MAR.-21'00(TUE) 11:39 SCHACK & CO. INC _ ALL CONSTRUCTION SURY " SHALL �ONFUHN TO PROVISIONS Of SELTI%1 14 IN THE CITY STANDARD SPECIFICATIONS. AS MODIFIED BY THE SPECIAL PROVISIONS HEREIN. TEL 209 835 1488 P, 002 ALL CONSTRUCTION STAKING REQUIRED FOR THE CONSTRUCTION OF THE PROJECT SHALL BE DONE BY A REGISTERED CML � 1 ENGINEER OR LICENSED LAND SURVEYOR. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONFIRM THE GROUND ELEVATIONS AND OVERALL TOPOGRAPHY OF THE SITE PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY SCHACK & COMPANY, INC IMMEDIATELY. IN WRITING, OF `' 1 ANY DIFFERENCES IN TOPOGRAPHY FROM THAT SHOWN ON THIS PLAN WHICH MAY REWIRE CHANGES IN DESIGN ANO/OR'i AFFECT THE EARTHWORK QUANTITY. I` CONSTRUCT" SIGNING SHALL HE IN ACCORDANCE WITH THE STATE OF CALIFORNIA MANUAL OF WARNING SIGNS, UCHTS AND DEVICES. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION AREA SIGNING AND TRAFFIC CONTROL PLAN TO THE CITY OF TRACY PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL. TRAFFIC SIGNS SHALL RE INSTALLED AT LOCATIONS SHOWN ON THE TRAFFIC CONTROL PLAN PREPARED BY THE CONTRACTOR AND APPROVED BY THE CITY ENGINEER. ALL MATERIALS AND WORKMANSHIP SHAT CONFORM WITH THE SPECIFICATIONS AND ORDINANCES OF THE CITY OF TRACY AND SHALL BECOME PART OF THESE PLANS, THE FOLLOWING ARE STANDARD DETAILS THAT MAY BE INCLUDED WITHIN THESE PLANS' CURB k GUTTER (STD /120) SIDEWALK (STD 1124) WHEELCHAIR RAMP (STD 1130) DRIVEWAY (STO 1134) STREET LIGHT (STD 1140) SEWER LATERAL (STU 1203) FIRE HYDRANT (STD 1401) WATER VALVE (STD 1402) WATER SERVICE (STD 1403) THRUST BLOCK (STU 1423) THE WORK INDICATED WITHIN THESE PLANS IS NOT LIMITED TO THE ABOVE UST AND MAY INCLUDE AOUITIONAL DETAILS. STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE IN THE OFFICE OF THE CITY ENGINEER, STREET STRIPING SHALL INCLUDE STOP BARS, CENTERUNE STRIPING OR MARKERS, CROSSWALKS AND ALL OTHER MARKINGS SHOWN ON THESE PUNS, STRIPING SHALL BE DONE WITH THERMOPLASTIC AND REFLECTIVE MARKERS - THE CONTRACTOR SHALL DETERMINE THE PROPER AND SUFFICIENT NUMBER OF WELLS TO ADEQUATELY DEWATER AREAS WITH DEEP TRENCHING. NOT USED THE THICKNESS OF SUB -BASE, BASE AND SURFACING TO BE DETERMINED BY THE CRY PUBLIC WORKS DEPARTMENT BASED ON TRAFFIC NDE% AND SOIL TEST FOR -W VALUE TAKEN AFTER ROUGH GRADING AT THE LEVEL OF THE STREET SUBGRAOE- FOR BIDDING PURPDSES, SEE PAVEMENT DESIGN CHART. CONTRACTOR SHALL CONTROL DUST AT ALL TILES DURING CONSTRUCTION AS REQUIRED 13Y CITY OF TRACY. MANHOLES. VALVES. CLEANOUTS. LTC., SHALL BE BROUGHT TO FINISH GRADE BY THE UNDERGROUND CONTRACTOR AFTER THE FINAL PAYING COURSE IS PLACED, NOT USED STREET SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS PER CIN SPECIFICATIONS. NOT USED ASBESTOS CEMENT PIPE (ACP) OR FITTINGS SHALL NOT BE USED WITHIN THE CITY OF TRACY. I m 4Tjit oA_my'AI W1{ W�' zj Q ~ SHEET C1 of 15 SHEE I Q ~ w g � G Lu W ~ 9 k Q c F V � W DRAWING RELEASE 0[lTAIVIIOK DAR � wWrM+AVM i w oml ><nn M� � Ne nNAs �oAei veils I le net [a,s•. nAr� w SHEET C1 of 15 SHEE I