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MAR. -21' 00ME) 11'.38 SCHACK & W. INC <br />J <br />U CC) <br />Jcr <br />, W <br />z cf) <br />IL <br />7 <br />LE <br />S IL <br />>a <br />z <br />U <br />- 411111111", <br />Post4r Fax Noll <br />7671 MIC <br />pyY�Y' <br />,L <br />a Ax. <br />r� Abe <br />w'° <br />myc <br />ca <br />WATER SERVICE (STD #4D3) <br />NIO�Y Y <br />RY9Y <br />Fiatl <br />"O/ %�J FBVY <br />& 9+20 PER PLAN. STUB Z'W SERVICE AT STATIONS <br />7+36 & 9+15 PER PLAN. <br />2. CONSTRUCT STORM DRAIN SYSTEM ON SHEET C7 <br />PER PLAN WITH THE FOLLOWI�NGJ ENCEPTIONS. <br />- CURB INLET AT SLA 2+58.66(<STA 17,23.17 <br />SHY C7) INSTALL INTERIM FIELD INLET TOP AT ELEV. <br />45-50. GRADE ADJACENT GROUND TO DRAIN TO INLET- <br />- STUB & CAP 44LF - 12" SO OW TO FUTURE <br />INLET AT STA 17+69.67. DO NOT INSTALL INLET- <br />3- CONSTRUCT LOT 1 PRIVATE STORM DRAIN SYSTEM <br />SHOWN ON SHEET C7A PER PLAN. <br />PHASE TWO: <br />CONSTRUCT REMAINDER OF IMPROVEMENTS PER PLAN. <br />TEL:209 835 1488 <br />9EN01 MARK: FD- C/L MONUMENT AT CUL-DE-SAC ON STONE - <br />RIDGE DRIVE. BASED ON CITY OF TRACY CONTROL & AERIAL CONTROL <br />SURVEY BY KSN, INC, DATA PUBLISHED 4/2/98. ELEVATION - 42.22. <br />ANY EXTRA CONSTRUCTION STAKING NECESSITATED SOLELY BY <br />THE CONTRACTOR'S NEGLIGENCE WILL BE CHARGED TO THE <br />CONTRACTOR ON A TIME AND MATERIAL BASIS. AND PND FOR <br />BY THE CONTRACTOR. <br />STATIONING HEREON IS ALONG THE STREET CENTERUNE UNLESS <br />OTHERWISE SHOWN OR INDICATED <br />ALL RETURN RADII AND CURB DATA ARE TO FAC <br />CURB <br />LENGTHS OF SANITARY SEWERS AND STORM <br />DRAINS ARE HORIZONTAL DISTANCES FROM <br />CENTER TO CENTER OFSTRUCTURESW ROUNDED <br />OFF TO THE NEAREST FOOT. <br />ALL CONSTRUCTION SURVEYING SHALL CONFORM <br />TO PROVISIONS OF SECTION 2.14 IN THE CITY <br />STANDARD SPECIFICATIONS, AS MODIFIED BY <br />THE SPECIAL PROVISIONS HEREIN, <br />u <br />11 <br />P 001 <br />LL <br />O <br />I <br />AI <br />I <br />t <br />ALL CONSTRUCTION STAKING REQUIRED FOR THE CONSTRUCTION <br />OF THE PROJECT SHALL BE DONE BY A REGISTERED CIVIL <br />ENGINEER OR LICENSED LAND SURVEYOR, <br />THE CONTRACTOR SHALL BE RESPONSIBLE TO CONFIRM THE <br />GROUND ELEVATIONS AND OVERALL TOPOGRAPHY OF THE SITE <br />PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL <br />NOTIFY SCHACK & COMPANY, INC IMMEDIATELY. IN WRITING, OF <br />ANY DIFFERENCES IN TOPOGRAPHY FROM THAT SHOWN ON THIS <br />PLAN WHICH MAY REQUIRE CHANGES IN DESIGN AND/OR <br />AFFECT THE EARTHWORK QUANTITY. <br />CONSTRUCTION SIGNING SHAT BE IN ACCORDANCE WLH THE <br />STATE OF CALIFORNIA MANUAL OF WARNING SIGNS, LIGHTS AND <br />DEVICES. THE CONTRACTOR SHAD. SUBMIT A CONSTRUCTION <br />AREA SIGNING AND TRAFFIC CONTROL PLAN TO THE CIM OF <br />TRACY PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL- <br />TRAFFIC <br />PPROVALTRAFFIC SIGNS SHALL BE INSTALLED AT LOCATIONS SHOWN ON <br />THE TRAFFIC CONTROL PLAN PREPARED BY THE CONTRACTOR <br />AND APPROVED BY THE CRY ENGINEER. <br />ALL MATERIALS AND WORKMANSHIP SHALL- CONFORM WITH THE <br />SPECIFICATIONS AND ORDINANCES OF THE CITY OF TRACY AND <br />SHALL BECOME PART OF THESE PLANS- THE FOLLOWING ARE <br />STANDARD DETAILS THAT MAY BE INCLUDED WITHIN THESE <br />'FANS: <br />CURB & GUTTER (STD %120) <br />SIDEWALK (STD #124) <br />WHEELCHAIR RAMP (STD x130) <br />DRIVEWAY (STD #134) <br />STREET LIGHT (STD 1140) <br />SEWER LATERAL (Sip *2133) <br />_ <br />FIRE HYDRANT (STD #401) <br />WATER VALVE (STD #402) <br />WATER SERVICE (STD #4D3) <br />THRUST BLOCK (STO 4423) <br />FHE WORK INOICATFO WITHIN THESF Pi -ANS IS NOT LIMITED TO <br />