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i[7 <br />0 <br />q <br />rA <br />5 <br />S <br />3 <br />Pa <br />CHANNELIZED <br />36" FRAME & BOLT DOWN COVER <br />SIMILAR TO COUNTYWIDE <br />IMPROVEMENT STANDARD CW -M3 <br />CONCRETE COLLAR W/#4 HOOP — <br />RAM-NEK, OR EQUAL <br />JOINT SEALANT, TYP- <br />8'-0" <br />ISI <br />RESTRAINED <br />FLEXIBLE <br />COUPLING <br />24" <br />IE:: 4.16 f j <br />RUBBER RING WATERSTOP, TYP <br />CLASS "B" CONCRETE BASE - <br />12" THICK CLASS II AB <br />I <br />12 RIM <br />EL: 10.0 <br />1-71 INSTALL GRADE RING AS REQUIRED <br />PVC LINING <br />48 DROP CONNECTION, SIMILAR TO COUNTYWIDE <br />IMPROVEMENT STANDARD CW -S10 <br />24 .-li FLEXIBLE COUPLING, <br />,l TYP OF 2 <br />SUBMITTED THIS LINE IS 1 INCH <br />DATE AT FULL SCALE <br />IF NOT SCALE ACCORDINGLY <br />APPROVED SCALE : AS SHOWN <br />DRAWN BY : DTA <br />DATE : DESIGNED BY <br />PROD. MGR. w N0. ZONE <br />718 MIN <br />10"-S - <br />PLAN <br />1. ALL CONCRETE TOP SLABS, GRADE RINGS, AND BARREL SECTIONS <br />SHALL BE PRECAST PER ASTM C478 <br />2. JOINTS IN PVC LINER SHALL BE WELDED PER MANUFACTURER'S <br />RECOMMENDATIONS <br />3. CONCRETE BASE SHALL BE PVC LINED OR OTHERWISE PROTECTED <br />FROM CORROSION. CONTRACTOR SHALL SUBMIT PVC LINING OR <br />ALTERNATIVE PROTECTIVE MEASURES TO THE ENGINEER FOR <br />APPROVAL <br />4. CONTRACTOR SHALL MAINTAIN FLOW IN THE 48" SS AT ALL TIMES. <br />EXISTING SEWER FLOWS RANGE FROM 4 MGD TO 10 MGD. <br />CONTRACTOR SHALL COORDINATE TIE IN LOCATION WITH CITY OF <br />LODI <br />5. CONTRACTOR SHALL PROVIDE A TIE IN PLAN, INCLUDING A <br />SYSTEM OUTAGE REQUEST FORM, TO ENGINEER 4 WEEKS IN <br />ADVANCE OF PLANNED WORK. WORK IN THE EXISTING SEWER <br />SHALL BE LIMITED TO A FOUR HOUR TIME FRAME DURING LOW <br />FLOW PERIODS, TYPICALLY BETWEEN 5AM & 9AM. CONTRACTOR <br />SHALL COORDINATE WITH ENGINEER TO DETERMINE EXACT TIME <br />AND DURATION OF TIE IN WORK <br />6. WORK IN THE EXISTING SEWER SHALL BE SCHEDULED DURING <br />DRY WEATHER. DRY WEATHER IS DEFINED AS THE PERIOD <br />STARTING AT LEAST 5 DAYS AFTER ANY MEASURABLE <br />PRECIPITATION AND AT LEAST 3 DAYS PRIOR TO THE NEXT <br />PREDICTED PRECIPITATION EVENT AS DETERMINED BY THE <br />ENGINEER <br />7. THE THICKNESS OF THE EXISTING MANHOLE BASE IS NOT KNOWN. <br />THE COST TO CONNECT TO THE MANHOLE SHALL BE INCLUDED IN <br />THE UNIT COST OF THE TIE-IN WORK AND NO ADJUSTMENT <br />SHALL BE MADE <br />8. PIPING CONNECTING TO THE EXISTING MANHOLE SHALL BE <br />DUCTILE IRON PIPE <br />9. REFER TO CIVIL SHEETS FOR SINGLE PIPE TRENCH REQUIREMENTS <br />(:j0= 42 LF ® S:0.0027 ft <br />SCARIFY, MOISTURE CONDITION, AND <br />COMPACT TO A MINIMUM OF 90% RELATIVE <br />COMPATION <br />REVISIONS <br />BY I DATE <br />SECTION <br />TIE-IN <br />DETAIL 1 <br />PP12 <br />SCALE: 1/2"=l' -O" <br />WEST YOST <br />.1260 Lake Boulevard <br />Suite 240 <br />ASSOC I AT ES Davis, California 95616 <br />(530) 756-5905 <br />Consulting Engineers FAX (530) 756-5991 <br />I <br />L <br />I <br />MANHOLE <br />COVER �- <br />ABOVE— <br />I � <br />— •0 <br />SEE NOTE 4 <br />C <br />D <br />I� o <br />lJ <br />v7 Ld <br />ICC) � <br />o <br />I <br />f\� J <br />I <br />RIM <br />EL: 11.50 <br />I <br />FLEXIBLE P_� <br />COUPLING r �- —_ �\ \\�j <br />SEENOTE 4 <br />IE:: 3.95 <br />IE:: 1.95 <br />County of San Joaquin <br />Flag City Pump Station & Force Main <br />TIE-IN <br />EXISTING MANHOLE <br />N <br />JOB NUMBER <br />010-00-07-18 <br />DRAWING NUMBER <br />PP14 <br />SHEET NUMBER <br />17 OF 44 <br />REVISION <br />01 <br />0 <br />7 <br />No <br />5 <br />Ild <br />3 <br />2 <br />