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i <br />CD <br />R f <br />----- _ -- _-----_- - - - L - - - - -- <br />- -- <br />-- / 55C0 <br />RIM: 29.44 <br />x x ®x x x DDC V E ® �+ f 6" INV.: 26.50(W) <br />�\ / I'- 6" INV.: 26.50(S) <br />'4"SS 26.60 INV.' ' <br />NEW <br />I BUILDING <br />EX, BUILDING I I EX. BUILDING (G) i <br />� (B) I (A) �Ll <br />B I <br />B <br />LLI <br />d <br />EX. SEPTIC MANHOLE Q W LO <br />L---- ----- -- -� -��--- R1M:28.58 (0o <br />I �o <br />4"CW E`er �iI � 4" INV: 25.43 (0 <br />2r'FW-v,r LL U) <br />- EX N 4"CW I- - - - - /1-, .._ - i1 - .^ �, " v 4"CW 0 I _ <br />INTERCEPT AND TIE-IN TO SEWER OUT -LINED co <br />C WITH A CLEANOUT, CONTRACTOR TO VERIFY 01 e 4"SS 26.60 INV. <br />Q I INVERT AND LOCATION AND NOTIFY THE 60 LF 6" <br />L - - - - - - - ENGINEER IF THERE ARE ANY DISCREPANCII S. X EX. W c72 - - -ER <br />EX. PTC TANK Ek 3 12,000 GALx x X m SE.O 50 <br />EX. WELLI \ EX. BUILDING <br />, (C) <br />x <br />r <br />� <br />x <br />� <br />x <br />I� <br />x <br />MANTECA UNIFIED SCHOOL DISTRICT <br />X <br />ASPHALT CONCRETE <br />x <br />� <br />- EX S <br />AMERICAN DISABILITIES ACT <br />�x <br />x- . <br />x <br />BEGINNING OF CURVE <br />�,a - _,. _ � (� lig � m - - <br />I <br />BDRY <br />SSCO <br />I <br />Q <br />NIA <br />XX L.F. X"S S=.XXXX <br />�� <br />RIM: 27.73 <br />x <br />I I <br />75 LF 6" <br />L -j <br />j <br />� I <br />I- -x <br />x x--- <br />I i <br />x <br />I _I <br />i <br />I <br />x <br />G <br /># <br />POINT <br />6" INV.: 24.24(W) <br />F - - - <br />x <br />PUBLIC UTILITY EASEMENT <br />x <br />I <br />L <br />PVC <br />- - <br />�I <br />x <br />I <br />X <br />f � L------ <br />x <br />J <br />S � <br />4- I EX, SEPTIC MANHOLE <br />RIM: 29.00 <br />0 I 4" INV: ±25,9 <br />co <br />RIM: 29.45 <br />4" INV.: 26.50(W) <br />6" INV.: 26i 08 <br />r ���l <br />97 LF 6" SEWER <br />C MANHOLE S-•0050 40 SSMH <br />RIM: 28.58 6' S5 61 RIM: 28.28 <br />SSCO <br />4" INV: 25.43 ��-� S 6" INV.: 24.66 <br />s SSCO RIM: 29.38 0�S l�i�, <br />RIM: 28.95 7 , 6" INV.: 24.90 X <br />6" INV.: ±25.4 <br />1, 4"S8��. �n. 4"ss <br />26.36 INV. ! %i <br />+aY�►►�I <br />FUTURE SEPTIC <br />X <br />LEACH RESERVE <br />TI ITTl � AREA AT 100% <br />x i <br />x <br />x _ <br />100 LF 6" PVC PERF. PIPE S =.001 <br />20 TOTAL (2,000 LF <br />99 <br />I <br />x <br />SSCO <br />RIM: 28.17 <br />6" INV.: 24.24 <br />X <br />X <br />x <br />0 <br />LO <br />0 <br />0 <br />11 <br />LL' <br />W <br />Lu <br />M <br />ILLJ <br />co <br />w <br />x <br />TR <br />PROPOSED <br />FUTURE <br />ENC, RE <br />U) <br />AGGREGATE BASE <br />MUSD <br />MANTECA UNIFIED SCHOOL DISTRICT <br />I <br />ASPHALT CONCRETE <br />- - - - <br />NOT TO SCALE <br />- EX S <br />AMERICAN DISABILITIES ACT <br />OG <br />ORIGINAL GROUND 1 GRADE <br />I U) <br />BEGINNING OF CURVE <br />�,a - _,. _ � (� lig � m - - <br />I <br />BDRY <br />SSCO <br />I <br />Q <br />NIA <br />XX L.F. X"S S=.XXXX <br />�� <br />RIM: 27.73 <br />BVC <br />RIM: 29.25 <br />75 LF 6" <br />o <br />-- A --I EX. BUILDING I❑ <br />N/A <br />PL <br />__ <br />L <br />4" INV.:26.00(W) <br />i <br />S=.0050 <br />(D} <br />CURB INLET <br /># <br />POINT <br />6" INV.: 24.24(W) <br />6 INV.: 25.78 <br />PUE <br />PUBLIC UTILITY EASEMENT <br />2E <br />0 <br />PVC <br />6" INV.: 24.18(S) <br />CONC <br />CONCRETE <br />I <br />REINFORCED CONCRETE PIPE <br />COL <br />CITY OF LODI <br />X <br />COM <br />CITY OF MANTECA <br />RGRCP <br />CONCRETE PIPE <br />CR <br />CURB RETURN. <br />RET <br />y <br />DIA <br />DIAMETER <br />I <br />w <br />PUMP <br />EX. 8,000 GAL <br />i <br />W <br />DW <br />NEW <br />SHT <br />co <br />D OR SD <br />SEPTIC TANK <br />EX. BUILDING <br />% <br />BUILDING <br />END OF CURVE <br />_ <br />I <br />EG <br />EXISTING GROUND <br />cry <br />FIRE <br />TANK <br />6"1 -SIU <br />LO <br />co <br />SIDEWALK <br />EP <br />� <br />INSTALL 2 EA. JENSEN TY3000 (6,000) <br />(F) <br />I <br />ILL <br />,...- - - - - - - - <br />SLOPE <br />x <br />� �;� <br />SSMH <br />Q <br />I <br />LO <br />END OF VERTICAL CURVE <br />EX. LEACH PIT <br />I EX. SEPTIC MANHOLE <br />(E), EX, EXIST <br />EXISTING <br />28.98 <br />� <br />CID <br />FUTURE/PROPOSED GRADE <br />AND LINES <br />I�RIM: 28.58 <br />I <br />FIRE HYDRANT <br />4" INV.: 25.59(W) <br />. <br />FL <br />FLOW LINE <br />TPE <br />4" INV: 25.43 <br />I <br />I <br />6" INV.: 252 3 <br />U3 <br />W <br />GB <br />i <br />TYP. <br />- - - - - <br />6"INV.(S): 24.19 <br />1PIo <br />SSCO <br />U) u� <br />,I <br />l�Jf`�, I�SiL-�] <br />HGL <br />HYDRAULIC GRADE LINE <br />...-_.,..--.....- <br />WATER SERVICE <br />d <br />RIM: 29.08 / <br />cQ <br />WATER <br />HPS <br />S E F r�I IC TANK <br />± <br />u <br />6" INV.: 25.71 <br />ILL I <br />U.N.O. <br />SF1 \ <br />5 <br />IRR <br />EX. 4,500 GAL SEPTIC TANK <br />�` - GREASE INTERCEPTOR, <br />�- <br />o <br />6" INV.: 23.53 x <br />s� s° <br />6 �Ft <br />LP <br />28 LF 6" SEWER <br />SEE ARCH. PLANS. <br />MAX <br />MAXIMUM <br />S=.0050 <br />X <br />REMOVE AND REPLACE EXISTING DISTRIBUTION <br />MAINTENANCE HOLE <br />EX. SEPTIC MANHOLE / <br />RIM: 28.58 <br />4' SS" <br />I <br />SS PUMP STATION <br />BOX WTH A CLEANOUT. CONTRACTOR TO <br />4'SS -- <br />SSMH <br />----- _ - - - <br />S X� <br />5 XE <br />VERIFY INVERT AND LOCATION AND NOTIFY THE <br />4" INV: 25.43 ` <br />6" INV. (NE): 23.39 <br />3" INV.: 24.50 <br />ENGINEER IF THERE ARE ANY DISCREPANCIES. <br />6" WV. (SE): 25.38 <br />6" INV.: 25.00 <br />3" INV. (SE): 24.50 <br />x <br />- S X3 -- - <br />S XE -- <br />BOX (OR APPROVED EQUAL) <br />4"SD <br />x x <br />-- S X] <br />S X3 <br />SSCO <br />o <br />uj <br />o <br />RIM: 28.53 <br />a <br />- S X - <br />S X3 <br />_ Y) 6" INV.: ±25.3 <br />i <br />f <br />`° �� `° SSCO 55C0 <br />ILL to <br />SSCO <br />LL � <br />--� <br />RIM: 28.05 RIM: 28.97.,,k <br />RIM: 28.63 <br />6" INV.: 25.06 6" INV.: 24.67 <br />5" INV.: 24:82 <br />''FW; <br />- <br />77 LF 6" SEWER S=.0050 <br />86 LF 6" SEWER S=.0050 <br />+aY�►►�I <br />FUTURE SEPTIC <br />X <br />LEACH RESERVE <br />TI ITTl � AREA AT 100% <br />x i <br />x <br />x _ <br />100 LF 6" PVC PERF. PIPE S =.001 <br />20 TOTAL (2,000 LF <br />99 <br />I <br />x <br />SSCO <br />RIM: 28.17 <br />6" INV.: 24.24 <br />X <br />X <br />x <br />0 <br />LO <br />0 <br />0 <br />11 <br />LL' <br />W <br />Lu <br />M <br />ILLJ <br />co <br />w <br />x <br />TR <br />x <br />x <br />PROPOSED [A x <br />LEACF� FIELD �. <br />VICINIrl MAP <br />SANITARY SEINER LEGEND <br />STANDARD MANHOLE <br />STANDARD CLEANOUT <br />SANITARY SEWER <br />SEWER LATERAL <br />D.I.P. SEWER <br />D.I.P. LATERAL <br />SEWER STATION <br />SEWER LENGTH <br />SEWER TAG <br />MANHOLE NUMBER <br />DIMENSION LINE FROM <br />CENTERLINE TO SEWER <br />LINE <br />EXISTING <br />PROPOSED <br />FUTURE <br />ENC, RE <br />U) <br />AGGREGATE BASE <br />MUSD <br />MANTECA UNIFIED SCHOOL DISTRICT <br />SSMH <br />ASPHALT CONCRETE <br />NTS <br />NOT TO SCALE <br />- EX S <br />AMERICAN DISABILITIES ACT <br />OG <br />ORIGINAL GROUND 1 GRADE <br />BC <br />BEGINNING OF CURVE <br />(P) <br />PROPOSED <br />BDRY <br />NIA <br />XX+XX S <br />im <br />NIA <br />XX L.F. X"S S=.XXXX <br />N/A <br />RIM: 27.73 <br />BVC <br />BEGIN VERTICAL CURVE <br />75 LF 6" <br />SEWER <br />C & G <br />N/A <br />PL <br />=1 <br />6" INV.: 23-76(N) <br />CAST IN PLACE PIPE <br />PRC <br />S=.0050 <br />CI <br />CURB INLET <br />PT <br />POINT <br />6" INV.: 24.24(W) <br />- <br />PUE <br />PUBLIC UTILITY EASEMENT <br />CO <br />0 <br />PVC <br />6" INV.: 24.18(S) <br />CONC <br />CONCRETE <br />RCP <br />REINFORCED CONCRETE PIPE <br />COL <br />CITY OF LODI <br />X <br />COM <br />CITY OF MANTECA <br />RGRCP <br />CONCRETE PIPE <br />CR <br />CURB RETURN. <br />RET <br />RETURN <br />DIA <br />DIAMETER <br />~" <br />RADIUS <br />PUMP <br />DUCTILE IRON PIPE <br />SD <br />W <br />DW <br />DRIVEWAY <br />SHT <br />x <br />D OR SD <br />DRAIN OR STORM DRAIN <br />SNS <br />HOUSE <br />EC <br />END OF CURVE <br />STA <br />b <br />EG <br />EXISTING GROUND <br />STD <br />FIRE <br />TANK <br />6"1 -SIU <br />U) <br />LL <br />S/W <br />SIDEWALK <br />EP <br />x <br />INSTALL 2 EA. JENSEN TY3000 (6,000) <br />SANITARY SEWER <br />ESMT <br />cf) <br />S <br />SLOPE <br />x <br />EMERGENCY VEHICLE ACCESS <br />GALLON SEPTIC TANK SEE DETAIL <br />THRUST BLOCK <br />EVC <br />END OF VERTICAL CURVE <br />TC <br />TOP OF CURB <br />(E), EX, EXIST <br />EXISTING <br />SHEET C3.0 <br />TEMPORARY <br />FG <br />FUTURE/PROPOSED GRADE <br />THRU <br />THROUGH <br />FH <br />FIRE HYDRANT <br />FG: ±27.7 <br />TRAFFIC INDEX <br />FL <br />FLOW LINE <br />TPE <br />TREE PLANTING EASEMENT <br />G <br />6"I NV.(N): 24.44 <br />TR <br />TRANSITION <br />GB <br />GRADE BREAK <br />TYP. <br />TYPICAL <br />6"INV.(S): 24.19 <br />1PIo <br />GREASE WASTE <br />V <br />,I <br />l�Jf`�, I�SiL-�] <br />HGL <br />HYDRAULIC GRADE LINE <br />WS <br />WATER SERVICE <br />HP <br />HIGH POINT <br />36 LF 6" SEWER U' <br />EO <br />WATER <br />HPS <br />S E F r�I IC TANK <br />± <br />n 5=.0050 <br />INV <br />INVERT <br />U.N.O. <br />SF1 \ <br />5 <br />IRR <br />SSCO x <br />-- RIM: 27.64 <br />LF <br />6" INV.: 23.53 x <br />s� s° <br />6 �Ft <br />LP <br />28 LF 6" SEWER <br />MAX <br />MAXIMUM <br />S=.0050 <br />X <br />MH <br />MAINTENANCE HOLE <br />SS PUMP STATION <br />RIM: 27.85 x <br />SSMH <br />6" INV. (N): 24.00 <br />RIM: ±27.0 <br />6" INV. (NE): 23.39 <br />3" INV.: 24.50 <br />6" WV. (SE): 25.38 <br />6" INV.: 25.00 <br />3" INV. (SE): 24.50 <br />x <br />JENSEN MODEL D5 DISTRIBUTION <br />BOX (OR APPROVED EQUAL) <br />x x <br />x <br />x <br />PROPOSED [A x <br />LEACF� FIELD �. <br />VICINIrl MAP <br />SANITARY SEINER LEGEND <br />STANDARD MANHOLE <br />STANDARD CLEANOUT <br />SANITARY SEWER <br />SEWER LATERAL <br />D.I.P. SEWER <br />D.I.P. LATERAL <br />SEWER STATION <br />SEWER LENGTH <br />SEWER TAG <br />MANHOLE NUMBER <br />DIMENSION LINE FROM <br />CENTERLINE TO SEWER <br />LINE <br />EXISTING <br />PROPOSED <br />FUTURE <br />MINIMUM <br />AB <br />AGGREGATE BASE <br />MUSD <br />MANTECA UNIFIED SCHOOL DISTRICT <br />AC <br />ASPHALT CONCRETE <br />NTS <br />NOT TO SCALE <br />- EX S <br />AMERICAN DISABILITIES ACT <br />OG <br />ORIGINAL GROUND 1 GRADE <br />BC <br />BEGINNING OF CURVE <br />(P) <br />PROPOSED <br />BDRY <br />NIA <br />XX+XX S <br />NIA <br />NIA <br />XX L.F. X"S S=.XXXX <br />N/A <br />PRIVATE ACCESS EASEMENT <br />BVC <br />BEGIN VERTICAL CURVE <br />PP <br />POWER POLE <br />C & G <br />N/A <br />PL <br />=1 <br />ABBREVIATION LIST <br />RECEIVED <br />AUG 12 2019 <br />ENVIRONMENTAL HEALTH <br />PERMIT/SERVICES <br />@ <br />AT <br />MIN <br />MINIMUM <br />AB <br />AGGREGATE BASE <br />MUSD <br />MANTECA UNIFIED SCHOOL DISTRICT <br />AC <br />ASPHALT CONCRETE <br />NTS <br />NOT TO SCALE <br />ADA <br />AMERICAN DISABILITIES ACT <br />OG <br />ORIGINAL GROUND 1 GRADE <br />BC <br />BEGINNING OF CURVE <br />(P) <br />PROPOSED <br />BDRY <br />BOUNDARY <br />P <br />PAVEMENT <br />BSL <br />BUILDING SET BACKLINE <br />P.A.E. <br />PRIVATE ACCESS EASEMENT <br />BVC <br />BEGIN VERTICAL CURVE <br />PP <br />POWER POLE <br />C & G <br />CURB AND GUTTER <br />PL <br />PROPERTY LINE <br />CIP <br />CAST IN PLACE PIPE <br />PRC <br />POINT OF REVERSE CURVATURE <br />CI <br />CURB INLET <br />PT <br />POINT <br />CL <br />CENTER LINE <br />PUE <br />PUBLIC UTILITY EASEMENT <br />CO <br />CLEAN OUT <br />PVC <br />POLYVINYL CHLORIDE PIPE <br />CONC <br />CONCRETE <br />RCP <br />REINFORCED CONCRETE PIPE <br />COL <br />CITY OF LODI <br />RUBBER GASKET REINFORCED <br />COM <br />CITY OF MANTECA <br />RGRCP <br />CONCRETE PIPE <br />CR <br />CURB RETURN. <br />RET <br />RETURN <br />DIA <br />DIAMETER <br />R <br />RADIUS <br />DIP <br />DUCTILE IRON PIPE <br />SD <br />STORM DRAIN <br />DW <br />DRIVEWAY <br />SHT <br />SHEET <br />D OR SD <br />DRAIN OR STORM DRAIN <br />SNS <br />STREET NAME SIGN <br />EC <br />END OF CURVE <br />STA <br />STATION <br />EG <br />EXISTING GROUND <br />STD <br />STANDARD <br />ELEV <br />ELEVATION <br />S/W <br />SIDEWALK <br />EP <br />EDGE OF PAVEMENT <br />SS <br />SANITARY SEWER <br />ESMT <br />EASEMENT <br />S <br />SLOPE <br />EVA <br />EMERGENCY VEHICLE ACCESS <br />TB <br />THRUST BLOCK <br />EVC <br />END OF VERTICAL CURVE <br />TC <br />TOP OF CURB <br />(E), EX, EXIST <br />EXISTING <br />TEMP <br />TEMPORARY <br />FG <br />FUTURE/PROPOSED GRADE <br />THRU <br />THROUGH <br />FH <br />FIRE HYDRANT <br />TI <br />TRAFFIC INDEX <br />FL <br />FLOW LINE <br />TPE <br />TREE PLANTING EASEMENT <br />G <br />GROUND <br />TR <br />TRANSITION <br />GB <br />GRADE BREAK <br />TYP. <br />TYPICAL <br />GW <br />GREASE WASTE <br />V <br />6" VERTICAL CURB <br />HGL <br />HYDRAULIC GRADE LINE <br />WS <br />WATER SERVICE <br />HP <br />HIGH POINT <br />W <br />WATER <br />HPS <br />HIGH PRESSURE SODIUM <br />± <br />PLUS OR MINUS (NOT EXACT) <br />INV <br />INVERT <br />U.N.O. <br />UNLESS NOTED OTHERWISE <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 />r <br />ENGINEERING <br />8/8/2019 <br />SCALE: <br />124. DUPONT COURT <br />MANTECA . CA 95336 <br />TEL o ( 209 } 239 - 6229 <br />FAX A ( 209 } 239 - 8839 <br />p�OF�SSIpNgI <br />T. <br />OF <br />9 <br />{ <br />��qT CIVLL �Q�P <br />F <br />OF CA�-�F <br />APPROVED: <br />PLAN REVISIONS <br />NO. DESCRIPTIONS DATE <br />A <br />8 <br />Z <br />0 <br />U <br />Z <br />U <br />W <br />H <br />Z <br />Z <br />a <br />Z <br />W <br />W..J <br />❑ <br />°o <br />U <br />cnLuPJq <br />9 <br />cn <br />W <br />W <br />W <br />J_ <br />Z <br />Know what's below. <br />Call before you dia. <br />11 1800-221-2600 <br />JOB NO.: 17-074 <br />DATE: <br />8/8/2019 <br />SCALE: <br />AS SHOWN <br />DR. BY: <br />DBMS <br />CK. BY: <br />DE <br />OF <br />SHEET NO. <br />1 SHEET <br />