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■ <br />NEW PUE PROPERTY LINE <br />ADJUSTED 10' <br />--------------------------- <br />(E) ACCESS ROAD <br />4" ELEC.' <br />CONDUIT, <br />\-! 10" SS )DIP <br />■ <br />■ <br />xx xx xx xx xx xx xx <br />x <br />x <br />(E) FENCE TO BE <br />RELOCATED <br />MCC ADDITION <br />/110 <br />■ <br />■ <br />RELOCATED <br />GENERATOR SET <br />SEE NOTE 1 <br />7x- XX xx <br />It <br />XX <br />x <br />-H <br />-H <br />x <br />0 it <br />NEW FENCE TO <br />MATCH EXISTING TYP <br />X X 11.60 <br />11.60 1. <br />to 79-2*9± <br />U-) <br />SEE NOTE 1 <br />REMOVE (E) AC PAVING <br />DWG C3 SEE NOTE 2 <br />1 CAV TYP <br />.... SEE DRAWING C3 FOR <br />PIPELINE PLAN AND PROFILE <br />0 <br />...... 2" PW <br />IN <br />6" R <br />ION—EXCHANGE NITRATE <br />TREATMENT SYSTEM (NIC) <br />10" FW <br />X <br />_J1 1.60 <br />2'-999± <br />RESTRAINED (TYP) <br />CHLORINE INJECTOR <br />TYP <br />NOTES: <br />1. REINSTALL GENERATOR ON NEW <br />SLAB MATCHING EXISTING <br />2. SAW CUT EXISTING ASPHALT <br />CONCRETE 6" MINIMUM FROM <br />EDGE OF NEW SLAB AND PATCH <br />ASPHALT CONCRETE TO MATCH <br />3. SEE M3 FOR MECHANICAL DETAILS <br />AND SECTIONS IN THIS AREA <br />12'* MJxMJ <br />11.25 DEG. EL. <br />TYP OF 4- <br />4" ELEC. <br />CONDUIT <br />A ri <br />COUNTY APPROVAL <br />REVISION DESCRIPTION <br />APPROVED BY DATE <br />54C '91144- F, (t I <br />12" PW DIP <br />8t-099 SEE NOTE 4 <br />TYP ['DWW CG C3 <br />10" SS DIP <br />r <br />SECTION rA <br />C2 <br />RECO R RA ING <br />Corrections By <br />No Changes By,,,111,111.. <br />Date ---------- <br />Any Person Using This Drawing Should Verity <br />All information By inspecting The Site Of WO* <br />RECORD DRAWING <br />These record drawings have been prepared <br />based on information provided by others. <br />The Engineer has not verified the accuracy <br />of such information and shall not be resp— <br />onsible for any errors or omissions which <br />may be incorporated herein as a result. <br />Uss/a <br />v C <br />Exp.12-31-07 r— <br />No. C 59437 <br />FIMWERW �*f <br />lBAR <br />DRAWING NUMBER SHEET NUMBER IS ONE INCH DATE <br />SCALE <br />AT FULL SCALE DESIGNED INITC FLYING J-LODI � EC010GIC FLYING J INC. <br />JULY 2007 1 ii <br />iii - 333 WEST CENTER STREET CSA 31 WELL NUMBER 3 NITRATE <br />AS NOTED i I I __ 11 ' 11 <br />j, IF NOT ONE INCH DRAWN BD WELL NO. 3 SITE PLAN <br />C2 <br />FILE Engineering <br />ON THIS SHEET NORTH SALT LAKE, UT 84054 1 5 22 <br />OF <br />SCALE ACCORDINGLY CHECKED MAG TREATMENT SYSTEM SITE IMPROVEMENTS <br />Rocklin, California <br />FLYJ07-007 <br />Is <br />E WIA <br />0 W <br />0 IN <br />Is <br />r - <br />C) <br />- <br />Im <br />21 <br />E <br />cc <br />�� <br />s <br />cn <br />Uj C <br />_j <br />G_ a <br />■ <br />NEW PUE PROPERTY LINE <br />ADJUSTED 10' <br />--------------------------- <br />(E) ACCESS ROAD <br />4" ELEC.' <br />CONDUIT, <br />\-! 10" SS )DIP <br />■ <br />■ <br />xx xx xx xx xx xx xx <br />x <br />x <br />(E) FENCE TO BE <br />RELOCATED <br />MCC ADDITION <br />/110 <br />■ <br />■ <br />RELOCATED <br />GENERATOR SET <br />SEE NOTE 1 <br />7x- XX xx <br />It <br />XX <br />x <br />-H <br />-H <br />x <br />0 it <br />NEW FENCE TO <br />MATCH EXISTING TYP <br />X X 11.60 <br />11.60 1. <br />to 79-2*9± <br />U-) <br />SEE NOTE 1 <br />REMOVE (E) AC PAVING <br />DWG C3 SEE NOTE 2 <br />1 CAV TYP <br />.... SEE DRAWING C3 FOR <br />PIPELINE PLAN AND PROFILE <br />0 <br />...... 2" PW <br />IN <br />6" R <br />ION—EXCHANGE NITRATE <br />TREATMENT SYSTEM (NIC) <br />10" FW <br />X <br />_J1 1.60 <br />2'-999± <br />RESTRAINED (TYP) <br />CHLORINE INJECTOR <br />TYP <br />NOTES: <br />1. REINSTALL GENERATOR ON NEW <br />SLAB MATCHING EXISTING <br />2. SAW CUT EXISTING ASPHALT <br />CONCRETE 6" MINIMUM FROM <br />EDGE OF NEW SLAB AND PATCH <br />ASPHALT CONCRETE TO MATCH <br />3. SEE M3 FOR MECHANICAL DETAILS <br />AND SECTIONS IN THIS AREA <br />12'* MJxMJ <br />11.25 DEG. EL. <br />TYP OF 4- <br />4" ELEC. <br />CONDUIT <br />A ri <br />COUNTY APPROVAL <br />REVISION DESCRIPTION <br />APPROVED BY DATE <br />54C '91144- F, (t I <br />12" PW DIP <br />8t-099 SEE NOTE 4 <br />TYP ['DWW CG C3 <br />10" SS DIP <br />r <br />SECTION rA <br />C2 <br />RECO R RA ING <br />Corrections By <br />No Changes By,,,111,111.. <br />Date ---------- <br />Any Person Using This Drawing Should Verity <br />All information By inspecting The Site Of WO* <br />RECORD DRAWING <br />These record drawings have been prepared <br />based on information provided by others. <br />The Engineer has not verified the accuracy <br />of such information and shall not be resp— <br />onsible for any errors or omissions which <br />may be incorporated herein as a result. <br />Uss/a <br />v C <br />Exp.12-31-07 r— <br />No. C 59437 <br />FIMWERW �*f <br />lBAR <br />DRAWING NUMBER SHEET NUMBER IS ONE INCH DATE <br />SCALE <br />AT FULL SCALE DESIGNED INITC FLYING J-LODI � EC010GIC FLYING J INC. <br />JULY 2007 1 ii <br />iii - 333 WEST CENTER STREET CSA 31 WELL NUMBER 3 NITRATE <br />AS NOTED i I I __ 11 ' 11 <br />j, IF NOT ONE INCH DRAWN BD WELL NO. 3 SITE PLAN <br />C2 <br />FILE Engineering <br />ON THIS SHEET NORTH SALT LAKE, UT 84054 1 5 22 <br />OF <br />SCALE ACCORDINGLY CHECKED MAG TREATMENT SYSTEM SITE IMPROVEMENTS <br />Rocklin, California <br />FLYJ07-007 <br />Is <br />E WIA <br />0 W <br />0 IN <br />Is <br />