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01 <br />ti� p -'0 <br />x <br />EXIST. ELEVATION (TYP) x ti <br />PROPOSED ELEVATION (TYP)-- FG 2.8 <br />,0 ti <br />I <br />EXIST. 16' P.U.E. <br />I <br />FG 1.80 <br />FG 1.60 _�' <br />INSTALL CB 1.5" WATER SERVICE <br />STA 8+30 STA 8+80 <br />FG 2.65 <br />INSTALL 158 L.F. 2"X 6" <br />REDWOOD HEADERBOARD <br />I <br />, <br />NATIVE SOIL COMPACTED <br />O <br />RIM ELEV = 1.54 4' MIN SEWER <br />4" MIN SEWER <br />- -J <br />- <br />_ - - - - SERVICE LATERAL <br />�- <br />SERVICE LATERALJAND <br />PP <br />STA 8+1� <br />130' 30' <br />_ _ <br />I- STA 9+50 <br />EXIST. 16' P.U.E. INSTALL <br />SDMHSTA 8+30 <br />(INSTALL 158 L.F. 2"X 6" <br />-� - <br />o 5 S.J.CO. STD. D11VG. <br />f <br />I <br />x <br />FG 2.6ry I <br />I RIM <br />ELEV = 1.5± <br />REDWOOD HEADERBOARD <br />VALLEY GUTTER DETAIL <br />TYPICAL <br />x'b' <br />=I <br />GRADING DETAIL <br />..................................................................................... <br />° <br />--------iEry <br />263.55 ti� <br />ti� <br />3.o I <br />1 1/2" WATER SERVICE AND <br />^9 M I <br />-- <br />........ ........ ........ <br />I 3.0 I <br />I 1" WATER SER`TICE AND <br />........................................................................:..........:..........:. <br />ti^ <br />GRATEADJUSTWT H <br />113.55 2" WATER SERVICES- <br />77.00 <br />77.00 <br />BUILDING PAD AREA (TYP) <br />PARCEL 1 <br />STA 8+14 <br />J <br />Z <br />w <br />3.5 <br />I <br />I <br />-------- ------------------ <br />-��-- <br />FG 1.80 <br />3s" sD ---- <br />FG 1.60 <br />-- ---- <br />INSTALL 140 <br />---- <br />L.F. 3' VALLEY GUTTER <br />F G 2.65 <br />........ <br />..................................................................................:......... <br />- - - X -L 7+00 - <br />- �cr- <br />- - - - - - - - - 8+00 <br />°j <br />__ ___ <br />�a S=0 075 <br />-------�-------�---- <br />9+00 <br />oo <br />�D <br />ry <br />�� <br />FG 2.2 11 .6, <br />15' STORM DRAIN EASEMENT INSTALL C.O. PER S.J.CO.STD. <br />.:. <br />- - - <br />6" S <br />- - - <br />o <br />.0£ 10 00 <br />DWG. S-5 AND S-6 25 ACCESS EASE. <br />... ........ <br />STA 8+20 RIM ELEV = 1+8± <br />Q <br />FL 2.40 <br />j ` \ <br />01 <br />ti� p -'0 <br />x <br />EXIST. ELEVATION (TYP) x ti <br />PROPOSED ELEVATION (TYP)-- FG 2.8 <br />,0 ti <br />I <br />EXIST. 16' P.U.E. <br />I <br />FG 1.80 <br />FG 1.60 _�' <br />INSTALL CB 1.5" WATER SERVICE <br />STA 8+30 STA 8+80 <br />FG 2.65 <br />INSTALL 158 L.F. 2"X 6" <br />REDWOOD HEADERBOARD <br />I <br />, <br />NATIVE SOIL COMPACTED <br />4" MIN SEWER <br />RIM ELEV = 1.54 4' MIN SEWER <br />4" MIN SEWER <br />_ - - - - SERVICE LATERAL <br />SERVICE LATERAL <br />SERVICE LATERALJAND <br />STA 8+1� <br />_ <br />I- -STA 8+85 -I <br />_ _ <br />I- STA 9+50 <br />EXISTING <br />6 S.J.CO. ST DW <br />S -7A ANDgS-7BB <br />� S.J.CO. STD. DWG. <br />ti" S -7A S -7B I <br />o 5 S.J.CO. STD. D11VG. <br />f <br />PP <br />x <br />�ND <br />S -7A AND S- <br />o <br />VALLEY GUTTER DETAIL <br />TYPICAL <br />x'b' <br />=I <br />GRADING DETAIL <br />..................................................................................... <br />o <br />REMAINDER <br />° <br />PARCEL 2 I <br />2" WATER SER IC <br />NOT TO SCALE <br />3.o I <br />1 1/2" WATER SERVICE AND <br />:........ ........ <br />........ ........ ........ <br />I 3.0 I <br />I 1" WATER SER`TICE AND <br />........................................................................:..........:..........:. <br />METER BOX BY <br />ERVICEA OMPANY <br />BUILDING PAD AREA (TYP) <br />PARCEL 1 <br />J <br />Z <br />w <br />3.5 <br />I <br />I <br />- - - - - - - - - - <br />x x x x x <br />I <br />FG 3.0 FG 3.2 FG 3.5 <br />113.55 ti tib 77.00 ti� ti� 77.00 <br />263.55 <br />I I I I <br />I I I i <br />I I 30' <br />I <br />I <br />I <br />i <br />GRADE AND REPLAC <br />DI MANHOLE LID <br />\ <br />NOTE: 11 1 i I <br />PROVIDE WATER/SEWER SEPERATION <br />AS PER S.J.CO. STANDARD DRAWING W-7. <br />I 00 <br />I <br />oo0 I <br />�o <br />3 I x a <br />10' <br />m I x 2" A.C. <br />/I Q i I N 2.sr <br />:DI I <br />v z\ 4" A.B. <br />w w Q / <br />q OF CONSTRUCTION <br />d <br />3' X 8" CONCRETE <br />VALLEY GUTTER <br />o 0 C7 --- I --NATIVE SOIL COMPACTED <br />N biI = Q TO 90% RELATIVE <br />-t <br />c) <br />Z N <br />W �I O <br />/ CV <br />LL - <br />F_ <br />w <br />W <br />S <br />(n <br />LLJ <br />W <br />(n <br />COMPACTION <br />ACCESS ROAD - FIRELANE <br />SECTION <br />SCALE: 1" = 5' <br />2" A. C. 1'53' X 8" CONCRETE <br />Z\` VALLEY GUTTER (CLASS "B") <br />O O <br />4 <br />. a'1�4a4a4a O O O <br />LOT LINE <br />PAD ELEV. <br />FINAL LOT GRADING AT LOT <br />LINE, MIN. PROTECTIVE SIDEYARD <br />SLOPE = 17, REAR LOT LINE <br />TO BACK OF SIDEWALK <br />BUILDING <br />BUILDING SET BACK LINE <br />FG��\c <br />LOT LINE <br />2"X 6" REDWOOD HEADERBOARD.4� <br />O G <br />MOZAFFARI ENGINEERING <br />ANDRE MOZAFFARI P.E. C43695 <br />400 12TH ST. SUITE 11 <br />MODESTO , CALIFORNIA - 95354 <br />TEL. (209) 572-4430 <br />FAX. (209) 572-4436 <br />No. 43WS <br />61 MK 31,1997 <br />PES SURVEY <br />801 17th STREET, SUITE F, MODESTO, CA. 95354 <br />PH: (209) 526-9724 FX: (209) 526-0472 <br />ASIN AND MANHOLE DETAIL <br />SCALE: 1" = 2' <br />AS ° ul.11 WtAil1"Gro <br />SCALE: H: 1"= 2( <br />SITE V:1" = 2, <br />DRAWN <br />DLJ <br />DESIGNED <br />SPB <br />PLAN AND P L E CHECKED LE <br />JOB NO. 9328 <br />93281MP3.DWG <br />DATE <br />8/23/94 <br />SHEET <br />3 <br />4 <br />NATIVE SOIL COMPACTED <br />ACCESS ROAD <br />TO 90% RELATIVE <br />COMPACTION <br />VALLEY GUTTER DETAIL <br />TYPICAL <br />LOT <br />GRADING DETAIL <br />..................................................................................... <br />+00 8+00 <br />I ......................................... <br />9+00 <br />,. ............ <br />10+00 <br />NOT TO SCALE <br />N.T.S. <br />:........ ........ <br />........ ........ ........ <br />.........I.?....... <br />........ <br />........................................................................:..........:..........:. <br />....... ....... <br />Z <br />w <br />..... ........ ........ <br />.........a....... <br />........ <br />..................................................................................:......... <br />oo <br />.:. <br />o <br />... ........ <br />.. <br />Q <br />:........ :........ ........ ......... <br />......... ......... ;........ <br />........�. ....... <br />:........;................................................................................................... <br />a0 <br />........ :... <br />..... :........ ........ ;........ :: : <br />........ ........ . . . . . . I . ...... <br />o <br />...... ........ :...... <br />.. :........ :........ .... <br />; <br />.... <br />:........ <br />... <br />............................. <br />... ..................... <br />.... <br />......................... ........ <br />01+ <br />NC�lCO <br />: <br />:: <br />L <br />. <br />i5. <br />:........................................ <br />: <br />+ <br />I F <br />. . . . . . ........ ...... <br />-to <br />.. ........ ........ :.... <br />... <br />... <br />N <br />:...... <br />5 <br />....................... <br />............. <br />...... <br />.... ........dcOCO ..........:..........:. <br />OD <br />II N <br />Lo <br />�� <br />Q.� <br />I --- <br />I <br />t <br />. . . . . . . . . Q. <br />H> <br />.II <br />I . I . <br />' <br />x 0 . . . . . <br />. . .4. <br />w <br />EXIST. GROUND. <br />x <br />2 ............. <br />;.........;......... <br />��r° <br />5.=0.0075 <br />J. <br />FRAME AND GRATE SHALL CONFORM TO <br />.... <br />....;.........; <br />__-------- <br />. 2..... <br />S.J. CO. STANDARD DRAWING NO. D-16 <br />I <br />1 ......:......... <br />......... .........:.........:.........:..FINISHED.GRADE.......;...............;.........;.........;......... <br />FLOW LINE 3' VALLEY GUTTER <br />..ALLE.. ...... <br />1 <br />ELEV. 1.46 <br />0 .....:.........: <br />......... :.........:.........:.........:.........:....... <br />: <br />3 X 8" CONCRETE1 <br />2' <br />1 - / CONE <br />......... ;.........;......... <br />..... <br />........ <br />�.....: <br />VALLEY GUTTER <br />I <br />�.1. . . . . <br />12" INV. _ -1.56 <br />ELEV. -0.41 <br />. . . . . . . . . <br />/---------=-----=-------------=-----=--------------- <br />' <br />T <br />18" R.C.P. <br />C P CLASS III <br />FCF� <br />L.F. 12L/�ELEV <br />-1.66 <br />..2 ....:.........:...1. <br />/ \ <br />I...;.........;. : <br />: <br />_ _ _ <br />; <br />STORM DRAIN INLET <br />`'S6 <br />STORM DRAIN <br />(RCP CL III) <br />48"R.C.P. CLASS III <br />....................... <br />\ / PLUG AND CAP END <br />.. <br />..................... <br />,.........,. <br />2 <br />1 /2'V++\4M81 <br />y L.F. 6 <br />=0.005155 <br />SEWER S <br />'\: <br />......./.................................. <br />�: <br />36" SD' 'OF" C.B.. . <br />. . . . . .EXIST. <br />/T <br />DDLE TYPE STORM DRAIN MANHOLE <br />_BOTTOM <br />S=0.0003± <br />EXIST. <br />I. <br />I I I <br />; <br />6" WEEP E <br />HOLS <br />S J CO STANDARD DRAWING NO D 11 <br />-4 ..................�._..__.................,. <br />36" SD <br />.:........ <br />------------------=------=------------._-----------'--------------------------L�----� <br />I..- <br />_. <br />ELEV. -4.16 <br />.___..5 ..... .........:.........:.........:.........:.........:.........:.........:........... <br />.........;......... <br />......... ......... .. <br />5 <br />BOTTOM OF M.H. <br />5' <br />......... . ......... . ......... : ......... : ......... : ......... : .........:......... : ......... <br />: .........:......... : ...... <br />SEE, SHEET .2 .FOR ....... <br />; ......... ; <br />NOTE: MODIFICATIONS TO CATCH BASIN <br />MICHIGAN AVENUE <br />REQUESTED BY RECLAMATION DISTRICT <br />. . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . INVERT ELEVATION INTERPOLATED.FROM:MEASURED. <br />: . _ <br />TO AVOID SAND, DIRT, AND DEBRIS <br />ELEVAl10N AT THE INTERSECTION OF MICHIGAN AVE. <br />: <br />FROM GETING INTO EXISTING PIPELINE <br />AND MEMORY LANE AND THE INTERSECTION OF <br />. . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MEN40CINO. AVE AND MEMORY. LANF.. ; <br />. . . . . . . . <br />. . :.........:.........:.........:.........:.........: <br />CATCH B <br />MOZAFFARI ENGINEERING <br />ANDRE MOZAFFARI P.E. C43695 <br />400 12TH ST. SUITE 11 <br />MODESTO , CALIFORNIA - 95354 <br />TEL. (209) 572-4430 <br />FAX. (209) 572-4436 <br />No. 43WS <br />61 MK 31,1997 <br />PES SURVEY <br />801 17th STREET, SUITE F, MODESTO, CA. 95354 <br />PH: (209) 526-9724 FX: (209) 526-0472 <br />ASIN AND MANHOLE DETAIL <br />SCALE: 1" = 2' <br />AS ° ul.11 WtAil1"Gro <br />SCALE: H: 1"= 2( <br />SITE V:1" = 2, <br />DRAWN <br />DLJ <br />DESIGNED <br />SPB <br />PLAN AND P L E CHECKED LE <br />JOB NO. 9328 <br />93281MP3.DWG <br />DATE <br />8/23/94 <br />SHEET <br />3 <br />4 <br />