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II I <br />0 <br />- xw _ - �--------- _==== - <br />Ci II --------------------- L------ - <br />x x x x x DDC VE- + <br />a - -a <br />F.� <br />I <br />I P <br />X <br />I <br />EX. BUILDING <br />EX. BUILDING (A) <br />(B) I C <br />rn <br />x I b <br />X 4"CW <br />2"FW ----- --�--- <br />x <br />EX W EX W 4"CW - --"---�>F� 411CVV <br />co <br />_ _ _ INTERCEPT AND TIE-IN TO SEWER OUT -LINE C <br />I I 4 WITH A CLEANOUT. CONTRACTOR TO VERIFY , <br />x I Q INVERT AND LOCATION AND NOTIFY THE <br />I L - -. . -. - _._. I ENGINEER IF THERE ARE ANY DISCREPANCIES. -A x <br />X I I EX. 12,000 GAL <br />I EX WELL I \ I EX. BUILDING I PTIC TANK <br />x (C) <br />q <br />EX. SEPTIC MANHOLE <br />X , - - _.1� �, RIM: 28.58 <br />®0 4" INV: 25.43 <br />I -- SSC <br />RIM: 28.58 <br />4" INV: 25.43 <br />W <br />97 LF 6" SEWER <br />S=.0050 <br />6"SS <br />>- <br />EX. SEPTIC MANHOLE RIM: 28.95 <br />¢ RIM: 29.00 6" INV.: ±25.4 <br />1 4" INV: ±25.9 <br />F_ <br />I <br />W <br />? U) <br />FUTURE <br />SSC D <br />W <br />F <br />RIM: 29.08 / <br />CD <br />SSCO <br />6" INV.: 25.71/ <br />xp <br />RIM: 29.44 <br />Q <br />BVC <br />i 4" INV.: 26.50(W) <br />I <br />EX. SEPTIC MANHOLE,," <br />6" INV.: 26.50(S) <br />CAST IN PLACE PIPE <br />I <br />4"SS 26.60 INV. <br />I <br />Q <br />o <br />X <br />NEW <br />CONCRETE <br />SEWER STATION <br />«_.._ <br />EX. BUILDING - <br />BUILDING <br />N/A <br />SEWER LENGTH <br />I <br />G <br />( ) <br />` . <br />' <br />4" WV.:26.00(W) <br />I <br />o <br />I <br />w a <br />O <br />0 <br />(D) <br />RIM: 28.53 i <br />I <br />9 <br />6" INV.: ±25.3 / <br />6" INV.: 25.78 <br />©co <br />n' <br />co <br />SSCO <br />LL <br />'co o <br />i RIM: 28.63 <br />END OF VERTICAL CURVE <br />6" INV.: 25.06 6" INV.: 24.67 <br />6" INV.: 24.82 <br />i ( it <br />77 LF 6" SEWER S=.0050 <br />86 LF 6" SEWER S=.0050 <br />FIRE HYDRANT <br />6"SS <br />x x- <br />G <br />GROUND <br />GB <br />GRADE BREAK <br />LL U) <br />GREASE WASTE <br />Q <br />HYDRAULIC GRADE LINE <br />HP <br />HIGH POINT <br />HPS <br />LU <br />W <br />INV <br />I <br />4"SS 26.60 INV. <br />IRRIGATION <br />LF <br />LINEAL FEET OR LINEAR FEET <br />I I <br />SEPTIC TANK <br />60LFW <br />EX. BUILDING <br />MH <br />MAINTENANCE HOLE <br />.� <br />SEWER <br />vs <br />S=.0050 <br />4"CW <br />RIM: 29.38 <br />6" INV.: 24.90 X <br />4"SS ....... 4"SS <br />26 36 INV <br />x <br />i <br />I <br />SSCO <br />RIM: 29.45 <br />4" INV.: 26.50(W) <br />6" INV.: 26.08 <br />X <br />x <br />4 I iii <br />SSMH x <br /><F6"1 RIM: 28.28 <br />t �� 6." INV.: 24 <br />r -J <br />4 INV: 25.43 <br />X <br />EX. 4,500 GAL SEPTIC TANK <br />Sx REMOVE AND REPLACE EXISTING DISTRIBUTION <br />BOX WITH A CLEANOUT_ CONTRACTOR TO <br />S X3 S X3 VERIFY INVERT AND LOCATION AND NOTIFY THE <br />ENGINEER IF THERE ARE ANY DISCREPANCIES, <br />S X3 S X3 <br />_.� S X3 S X3 <br />u� <br />0 <br />-- - S X3 S X3 - - - W o <br />O <br />CD II b <br />J U) <br />8`"FW <br />I I I ' ' 27W <br />F <br />I <br />II <br />FUTURE SEPTIC <br />X LEACH RESERVE <br />fIIM11 x AREA AT 100% <br />I Imi 11 <br />--- -- - - <br />I <br />W <br />? U) <br />FUTURE <br />SSC D <br />W <br />F <br />RIM: 29.08 / <br />CD <br />- <br />�I <br />6" INV.: 25.71/ <br />xp <br />GREASE INTERCEPTOR.; <br />Q <br />BVC <br />SEE ARCH. PLANS. <br />SEWER LATERAL <br />EX. SEPTIC MANHOLE,," <br />CIP <br />CAST IN PLACE PIPE <br />Jlh <br />SSC o <br />RIM: 29.25 <br />I <br />Q <br />o <br />X <br />CONC <br />CONCRETE <br />SEWER STATION <br />«_.._ <br />EX. BUILDING - <br />4"S D <br />N/A <br />SEWER LENGTH <br />NIA <br />�-.._ r, <br />` . <br />' <br />4" WV.:26.00(W) <br />I <br />o <br />i <br />w a <br />O <br />0 <br />(D) <br />RIM: 28.53 i <br />I <br />9 <br />6" INV.: ±25.3 / <br />6" INV.: 25.78 <br />©co <br />n' <br />co <br />SSCO <br />LL <br />RIM: 28.05 RIM: 28.97 <br />i RIM: 28.63 <br />END OF VERTICAL CURVE <br />6" INV.: 25.06 6" INV.: 24.67 <br />6" INV.: 24.82 <br />i ( it <br />77 LF 6" SEWER S=.0050 <br />86 LF 6" SEWER S=.0050 <br />FIRE HYDRANT <br />6"SS <br />x x- <br />G <br />GROUND <br />GB <br />GRADE BREAK <br />EX. 8,000 GAL <br />GREASE WASTE <br />Q <br />HYDRAULIC GRADE LINE <br />HP <br />HIGH POINT <br />HPS <br />LU <br />W <br />INV <br />I <br />IRR <br />IRRIGATION <br />LF <br />LINEAL FEET OR LINEAR FEET <br />I I <br />SEPTIC TANK <br />MAX <br />EX. BUILDING <br />MH <br />MAINTENANCE HOLE <br />.� <br />co <br />n <br />1 <br />E <br />() <br />BUILDING <br />LO <br />d <br />(F) <br />a I <br />U_ <br />X I I <br />- - - - - - - - - _ <br />EX. LEACH PIT <br />I EX. SEPTIC MANHOLE <br />/ <br />SSMH <br />RIM. 28.98 <br />I <br />� <br />AND LINES <br />RIM: 28.58 <br />I <br />/ <br />4 INV.: 25.59(W) <br />r -J <br />4 INV: 25.43 <br />X <br />EX. 4,500 GAL SEPTIC TANK <br />Sx REMOVE AND REPLACE EXISTING DISTRIBUTION <br />BOX WITH A CLEANOUT_ CONTRACTOR TO <br />S X3 S X3 VERIFY INVERT AND LOCATION AND NOTIFY THE <br />ENGINEER IF THERE ARE ANY DISCREPANCIES, <br />S X3 S X3 <br />_.� S X3 S X3 <br />u� <br />0 <br />-- - S X3 S X3 - - - W o <br />O <br />CD II b <br />J U) <br />8`"FW <br />I I I ' ' 27W <br />F <br />I <br />II <br />FUTURE SEPTIC <br />X LEACH RESERVE <br />fIIM11 x AREA AT 100% <br />I Imi 11 <br />--- -- - - <br />""M ENERE � <br />m <br />/ 75 LF 6" SEWER <br />S=.0050 <br />100 LF 6" PVC PERF. PIPE S = .001 <br />20 TOTAL (2,000 LF <br />I � <br />6SS -�� <br />A <br />6"SS <br />PUMP <br />FIRE ff� <br />TAN K <br />0 <br />0 <br />a <br />> <br />W <br />W <br />co <br />m <br />U_ <br />J <br />0 <br />a <br />0 <br />cn <br />W <br />u.i <br />in <br />Ii <br />J <br />co <br />rn <br />I <br />X <br />x <br />X <br />5SC0 <br />RIM: 28.17 <br />6" INV.: 24.24 <br />X <br />x <br />X <br />SSMH <br />RIM: 27.73 <br />6" INV.: 23.76(N) <br />6" INV.: 24.24(W) <br />6" INV.: 24.18(5) <br />C) X <br />INSTALL 2 EA. JENSEN TY3000 (6,000) <br />GALLON SEPTIC TANK SEE DETAIL <br />SHEET C3.0 x <br />FG: ±27.7 <br />6"INV.(N):24.44 x <br />6" .(S):24.19 li ROPOSED <br />36 LF 6" SEWER p <br />S=.0050 �C° �.-SEPTI C TANK <br />-RIM' 27 64 <br />3F��p54 6" INV.: 23.53 X <br />6' �FL 28 LF 6" SEWER <br />c�(G� S=.0050 x <br />SS PUMP STATION <br />RIM: 27.85 x <br />SSMH 6" INV. (N): 24.00 <br />RIM: ±27.0 6" INV. (NE): 23.39 <br />3" INV,: 24.50 6" INV. (SE): 25.38 <br />6" INV.: 25.00 3" INV. (SE): 24.50 <br />I X <br />JENSEN MODEL D5 DISTRIBUTION <br />BOX (OR APPROVED EQUAL) x x <br />X <br />J � <br />PROPOSED � x <br />LEACH FIELD X <br />VICINITY MAP <br />SANITARY SEINER LEGEND <br />6" INV.: 25.23 <br />W <br />? U) <br />FUTURE <br />SSC D <br />W <br />F <br />RIM: 29.08 / <br />CD <br />BEGINNING OF CURVE <br />6" INV.: 25.71/ <br />LL <br />GREASE INTERCEPTOR.; <br />Q <br />BVC <br />SEE ARCH. PLANS. <br />SEWER LATERAL <br />EX. SEPTIC MANHOLE,," <br />CIP <br />CAST IN PLACE PIPE <br />RIM: 28.58 / <br />4"SS <br />CL <br />4" INV: 25.43 <br />I <br />4"SS - <br />I <br />- <br />CONC <br />CONCRETE <br />SEWER STATION <br />NIA <br />4"S D <br />N/A <br />SEWER LENGTH <br />NIA <br />tr <br />N/A <br />SEWER TAG <br />w <br />SSCO <br />i <br />w a <br />O <br />0 <br />LO U) <br />RIM: 28.53 i <br />I <br />cn o <br />6" INV.: ±25.3 / <br />CENTERLINE TO SEWER <br />©co <br />SSCO SSCO <br />SSCO <br />LL <br />RIM: 28.05 RIM: 28.97 <br />i RIM: 28.63 <br />END OF VERTICAL CURVE <br />6" INV.: 25.06 6" INV.: 24.67 <br />6" INV.: 24.82 <br />a0 <br />77 LF 6" SEWER S=.0050 <br />86 LF 6" SEWER S=.0050 <br />FIRE HYDRANT <br />6"SS <br />, 6"S5 <br />G <br />GROUND <br />""M ENERE � <br />m <br />/ 75 LF 6" SEWER <br />S=.0050 <br />100 LF 6" PVC PERF. PIPE S = .001 <br />20 TOTAL (2,000 LF <br />I � <br />6SS -�� <br />A <br />6"SS <br />PUMP <br />FIRE ff� <br />TAN K <br />0 <br />0 <br />a <br />> <br />W <br />W <br />co <br />m <br />U_ <br />J <br />0 <br />a <br />0 <br />cn <br />W <br />u.i <br />in <br />Ii <br />J <br />co <br />rn <br />I <br />X <br />x <br />X <br />5SC0 <br />RIM: 28.17 <br />6" INV.: 24.24 <br />X <br />x <br />X <br />SSMH <br />RIM: 27.73 <br />6" INV.: 23.76(N) <br />6" INV.: 24.24(W) <br />6" INV.: 24.18(5) <br />C) X <br />INSTALL 2 EA. JENSEN TY3000 (6,000) <br />GALLON SEPTIC TANK SEE DETAIL <br />SHEET C3.0 x <br />FG: ±27.7 <br />6"INV.(N):24.44 x <br />6" .(S):24.19 li ROPOSED <br />36 LF 6" SEWER p <br />S=.0050 �C° �.-SEPTI C TANK <br />-RIM' 27 64 <br />3F��p54 6" INV.: 23.53 X <br />6' �FL 28 LF 6" SEWER <br />c�(G� S=.0050 x <br />SS PUMP STATION <br />RIM: 27.85 x <br />SSMH 6" INV. (N): 24.00 <br />RIM: ±27.0 6" INV. (NE): 23.39 <br />3" INV,: 24.50 6" INV. (SE): 25.38 <br />6" INV.: 25.00 3" INV. (SE): 24.50 <br />I X <br />JENSEN MODEL D5 DISTRIBUTION <br />BOX (OR APPROVED EQUAL) x x <br />X <br />J � <br />PROPOSED � x <br />LEACH FIELD X <br />VICINITY MAP <br />SANITARY SEINER LEGEND <br />*;R1 ��ll�lile 11 <br />1 <br />@ <br />EXISTING <br />PROPOSED <br />FUTURE <br />STANDARD MANHOLE1 <br />ASPHALT CONCRETE <br />ADA <br />AMERICAN DISABILITIES ACT <br />STANDARD CLEANOUT <br />BEGINNING OF CURVE <br />BDRY <br />BOUNDARY <br />SANITARY SEWER - <br />EX S - <br />BVC <br />- - --- - - <br />SEWER LATERAL <br />CURB AND GUTTER <br />CIP <br />CAST IN PLACE PIPE <br />D.I.P. SEWER <br />CURB INLET <br />CL <br />_ _... <br />D.I.P. LATERAL <br />- <br />CONC <br />CONCRETE <br />SEWER STATION <br />NIA <br />XX+XX S <br />N/A <br />SEWER LENGTH <br />NIA <br />XX L.F. X"S S=.XXXX <br />N/A <br />SEWER TAG <br />X"SS <br />X"SS <br />vs' <br />MANHOLE NUMBER <br />O <br />0 <br />END OF CURVE <br />DIMENSION LINE FROM <br />EXISTING GROUND <br />I� <br />ELEVATION <br />CENTERLINE TO SEWER <br />NIA <br />ESMT <br />N/A <br />LINE <br />EMERGENCY VEHICLE ACCESS <br />EVC <br />END OF VERTICAL CURVE <br />*;R1 ��ll�lile 11 <br />1 <br />@ <br />AT <br />AB <br />AGGREGATE BASE <br />AC <br />ASPHALT CONCRETE <br />ADA <br />AMERICAN DISABILITIES ACT <br />BC <br />BEGINNING OF CURVE <br />BDRY <br />BOUNDARY <br />BSL <br />BUILDING SET BACKLINE <br />BVC <br />BEGIN VERTICAL CURVE <br />C & G <br />CURB AND GUTTER <br />CIP <br />CAST IN PLACE PIPE <br />CI <br />CURB INLET <br />CL <br />CENTER LINE <br />CO <br />CLEAN OUT <br />CONC <br />CONCRETE <br />COL <br />CITY OF LODI <br />COM <br />CITY OF MANTECA <br />CR <br />CURB RETURN <br />DIA <br />DIAMETER <br />DIP <br />DUCTILE IRON PIPE <br />DW <br />DRIVEWAY <br />D OR SD <br />DRAIN OR STORM DRAIN <br />EC <br />END OF CURVE <br />EG <br />EXISTING GROUND <br />ELEV <br />ELEVATION <br />EP <br />EDGE OF PAVEMENT <br />ESMT <br />EASEMENT <br />EVA <br />EMERGENCY VEHICLE ACCESS <br />EVC <br />END OF VERTICAL CURVE <br />(E), EX, EXIST <br />EXISTING <br />FG <br />FUTURE/PROPOSED GRADE <br />FH <br />FIRE HYDRANT <br />FL <br />FLOW LINE <br />G <br />GROUND <br />GB <br />GRADE BREAK <br />GW <br />GREASE WASTE <br />HGL <br />HYDRAULIC GRADE LINE <br />HP <br />HIGH POINT <br />HPS <br />HIGH PRESSURE SODIUM <br />INV <br />INVERT <br />IRR <br />IRRIGATION <br />LF <br />LINEAL FEET OR LINEAR FEET <br />LP <br />LOW POINT <br />MAX <br />MAXIMUM <br />MH <br />MAINTENANCE HOLE <br />MIN <br />MINIMUM <br />MUSD <br />MANTECA UNIFIED SCHOOL DISTRICT <br />NTS <br />NOT TO SCALE <br />OG <br />ORIGINAL GROUND 1 GRADE <br />(P) <br />PROPOSED <br />P <br />PAVEMENT <br />P.A.E. <br />PRIVATE ACCESS EASEMENT <br />PP <br />POWER POLE <br />PL <br />PROPERTY LINE <br />PRC <br />POINT OF REVERSE CURVATURE <br />PT <br />POINT <br />PUE <br />PUBLIC UTILITY EASEMENT <br />PVC <br />POLYVINYL CHLORIDE PIPE <br />RCP <br />REINFORCED CONCRETE PIPE <br />RGRCP <br />RUBBER GASKET REINFORCED <br />L� <br />CONCRETE PIPE <br />RET <br />RETURN <br />R <br />RADIUS <br />SD <br />STORM DRAIN <br />SHT <br />SHEET <br />SNS <br />STREET NAME SIGN <br />STA <br />STATION <br />STD <br />STANDARD <br />SAW <br />SIDEWALK <br />SS <br />SANITARY SEWER <br />S <br />SLOPE <br />TB <br />THRUST BLOCK <br />TC <br />TOP OF CURB <br />TEMP <br />TEMPORARY <br />THRU <br />THROUGH <br />TI <br />TRAFFIC INDEX <br />TPE <br />TREE PLANTING EASEMENT <br />TR <br />TRANSITION <br />TYP. <br />TYPICAL <br />V <br />6" VERTICAL CURB <br />WS <br />WATER SERVICE <br />W <br />WATER <br />± <br />PLUS OR MINUS (NOT EXACT) <br />U.N.O. <br />UNLESS NOTED OTHERWISE <br />ENGINEERING <br />17-074 <br />DATE: <br />1242 DUPONT COURT <br />MANTECA, CA 95336 <br />AS SHOWN <br />TEL: ( 209 ) 239 - 6229 <br />DBMS <br />FAX: (209)239-8839 <br />QROFESSIO,Vq <br />F<1 <br />Qom, <br />0 C8 <br />�f'jgT CIVIL O�e�\� <br />F <br />OF cA� <br />APPROVED: <br />PLAN REVISIONS <br />NO. DESCRIPTIONS DATE <br />L� <br />0 <br />8 <br />Z <br />cc <br />0 <br />J <br />U <br />Za <br />W <br />F- <br />a <br />an <br />0 <br />J <br />Z <br />0 <br />Z(5 <br />>- <br />N <br />Z <br />cc <br />W <br />�� <br />V♦ <br />0 <br />W <br />Q <br />0 <br />0 <br />U) <br />n <br />Know what's below. <br />.Call before you dig. <br />8111800-227-2600 <br />JOB NO.: <br />17-074 <br />DATE: <br />8/8/2019 <br />SCALE: <br />AS SHOWN <br />DR. BY: <br />DBMS <br />CK. BY: <br />DE <br />SHEET NO. <br />1 <br />OF 1 SHEET <br />