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VYING RECORD DRAWING REVISION DESCRIPTION COUNTY APPROVAL <br />RECORD APPROVED BY DATE <br />These record drawings have been prepared <br />Corrections BY based on information provided by others. I � <br />The Engineer has not verified the accuracy <br />NO CtiangeS By © of such information and shall not be resp— <br />Date <br />esp-DatP. <br />.:.,n Tt,�� I�rawina ShOu�d Verify onsible for any errors or omissions which , <br />.___...__ L_ !1I 1!._ _._ _ .. _..Il <br />o: <br />W <br />z <br />w <br />U <br />W <br />00 <br />o z <br />® zN <br />O QO N <br />+ �pN00 <br />_ 0) N <br />o N�N <br />V) II <br />IV-) vuj z o <br />o: <br />W <br />z <br />W <br />0 v <br />J +I <br />U-) O 0 'n <br />+ =U7to0 <br />Q� M <br />< II M I{ <br />H <br />I- V) � Z <br />N V)&O <br />1 „ GAS <br />4" CONDUIT <br />1+60 1+80 <br />CORE DRILL EXISTING MANHOLE AND <br />RE—FORM MANHOLE BASE CHANNEL TO <br />SUIT 10" SEWER. INSTALL NEW SEWER <br />WITH WATER TIGHT RESILIENT CONNECTOR <br />- <br />X <br />K <br />1 �►s��sr <br />NOTES: <br />1. PROVIDE MINIMUM OF +-2" OF VERTICAL SEPERATION <br />BETWEEN TOP OF SS PIPE AND INVERT OF 12" PW. <br />USE THICKNESS CLASS 50 DUCTILE IRON UNDER THE <br />PW & SS CROSSING SS, NO JOINTS WITHIN 8' OF PW. <br />2. POTHOLE AND LOCATE ALL UTILITIES SAFELY PROIR TO <br />EXCAVATION. CONTACT UTILITY REPRESENTATIVE PRIOR <br />TO POTHOLING AND EXCAVATION. CONTRACTOR SHALL <br />NOTIFY OWNER OF ANY CONFLICTS A MINIMUM OF FIVE <br />WORKING DAYS PRIOR TO INSTALLATION OF PIPELINE. <br />3. ELECTRICAL AND TELEPHONE SERVICE SHOWN APPROXIMATE. <br />CONTRACTOR TO POTHOLE AND VARIFY LOCATION AT ALL <br />CROSSINGS TO NEW FACILITIES <br />4. RELOCATE EXISTING 12" WATER TO MIN 30" COVER AND <br />USE THICKNESS CLASS 50 DUCTILE IRON OVER SS, NO <br />JOINTS WITHIN 8' OF SS. SEE SECTION A <br />C2 <br />5. INSTALL 10" TERMINAL BACKWATER VALVE PLASTIC <br />TRENDS MODEL D PART NO. P0210 OR EQUIVALENT <br />w IN INLET INSIDE MANHOLE <br />H <br />w 6. SEE DRAWING G2 FOR TABLE OF CONTROL POINTS USED <br />v TO ESTABLISH FACILITIES LOCATIONS <br />LjN <br />In <br />LO 0 to In 7. TV INSPECTION REQUIRE AFTER BALL AND FLUSH AND TESTING <br />to zC�N�O <br /><II't IIz <br />�w <br />I.-- V)Il �w <br />V) (nW 00 <br />SCALE BAR IS ONE INCH DATE <br />AT FULL SCALE DESIGNED NTC ECO. LOGIC FLYING J INC. FLYING J-LODI DRAWING NUMBER SHEET NUMBER <br />AS NOTED ® JULY 2007 <br />IONOT OO E ETH FILE DRAWN BD Engineering 333 WEST CENTER STREET CSA 31 WELL NUMBER 3 NITRATE PIPELINE PLAN AND PROFILE C3 <br />SCALE ACCORDINGLY FLYJ07-007 CHECKED MAG Rocklin, California NORTH SALT LAKE, UT 84054 TREATMENT SYSTEM SITE IMPROVEMENTS 6 OF 22 <br />s <br />E L <br />1� <br />■F <br />rn <br />3 <br />0 <br />0 <br />U <br />0 <br />0 <br />0 <br />r <br />N� <br />1 <br />L� £ <br />Lnd <br />rnm <br />d <br />L i <br />Q <br />C <br />o <br />i C-:) <br />C4 0j <br />H <br />U <br />W r_ <br />S <br />o� <br />a d <br />fV <br />C) F <br />w ¢ <br />� c <br />Lj C <br />E a <br />VYING RECORD DRAWING REVISION DESCRIPTION COUNTY APPROVAL <br />RECORD APPROVED BY DATE <br />These record drawings have been prepared <br />Corrections BY based on information provided by others. I � <br />The Engineer has not verified the accuracy <br />NO CtiangeS By © of such information and shall not be resp— <br />Date <br />esp-DatP. <br />.:.,n Tt,�� I�rawina ShOu�d Verify onsible for any errors or omissions which , <br />.___...__ L_ !1I 1!._ _._ _ .. _..Il <br />o: <br />W <br />z <br />w <br />U <br />W <br />00 <br />o z <br />® zN <br />O QO N <br />+ �pN00 <br />_ 0) N <br />o N�N <br />V) II <br />IV-) vuj z o <br />o: <br />W <br />z <br />W <br />0 v <br />J +I <br />U-) O 0 'n <br />+ =U7to0 <br />Q� M <br />< II M I{ <br />H <br />I- V) � Z <br />N V)&O <br />1 „ GAS <br />4" CONDUIT <br />1+60 1+80 <br />CORE DRILL EXISTING MANHOLE AND <br />RE—FORM MANHOLE BASE CHANNEL TO <br />SUIT 10" SEWER. INSTALL NEW SEWER <br />WITH WATER TIGHT RESILIENT CONNECTOR <br />- <br />X <br />K <br />1 �►s��sr <br />NOTES: <br />1. PROVIDE MINIMUM OF +-2" OF VERTICAL SEPERATION <br />BETWEEN TOP OF SS PIPE AND INVERT OF 12" PW. <br />USE THICKNESS CLASS 50 DUCTILE IRON UNDER THE <br />PW & SS CROSSING SS, NO JOINTS WITHIN 8' OF PW. <br />2. POTHOLE AND LOCATE ALL UTILITIES SAFELY PROIR TO <br />EXCAVATION. CONTACT UTILITY REPRESENTATIVE PRIOR <br />TO POTHOLING AND EXCAVATION. CONTRACTOR SHALL <br />NOTIFY OWNER OF ANY CONFLICTS A MINIMUM OF FIVE <br />WORKING DAYS PRIOR TO INSTALLATION OF PIPELINE. <br />3. ELECTRICAL AND TELEPHONE SERVICE SHOWN APPROXIMATE. <br />CONTRACTOR TO POTHOLE AND VARIFY LOCATION AT ALL <br />CROSSINGS TO NEW FACILITIES <br />4. RELOCATE EXISTING 12" WATER TO MIN 30" COVER AND <br />USE THICKNESS CLASS 50 DUCTILE IRON OVER SS, NO <br />JOINTS WITHIN 8' OF SS. SEE SECTION A <br />C2 <br />5. INSTALL 10" TERMINAL BACKWATER VALVE PLASTIC <br />TRENDS MODEL D PART NO. P0210 OR EQUIVALENT <br />w IN INLET INSIDE MANHOLE <br />H <br />w 6. SEE DRAWING G2 FOR TABLE OF CONTROL POINTS USED <br />v TO ESTABLISH FACILITIES LOCATIONS <br />LjN <br />In <br />LO 0 to In 7. TV INSPECTION REQUIRE AFTER BALL AND FLUSH AND TESTING <br />to zC�N�O <br /><II't IIz <br />�w <br />I.-- V)Il �w <br />V) (nW 00 <br />SCALE BAR IS ONE INCH DATE <br />AT FULL SCALE DESIGNED NTC ECO. LOGIC FLYING J INC. FLYING J-LODI DRAWING NUMBER SHEET NUMBER <br />AS NOTED ® JULY 2007 <br />IONOT OO E ETH FILE DRAWN BD Engineering 333 WEST CENTER STREET CSA 31 WELL NUMBER 3 NITRATE PIPELINE PLAN AND PROFILE C3 <br />SCALE ACCORDINGLY FLYJ07-007 CHECKED MAG Rocklin, California NORTH SALT LAKE, UT 84054 TREATMENT SYSTEM SITE IMPROVEMENTS 6 OF 22 <br />s <br />E L <br />1� <br />■F <br />