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I I I III II � it II <br />r II II <br />I j I II � JI II <br />I I I III II A + <br />24.28± <br />P/MA2428 <br />+ \ <br />1 .50 <br />- 24.78± <br />4 <br />Lq <br />II <br />e, 25.6 I+ 4i <br />25. <br />II INSTALL 24 <br />SIDEWALK AT 1.5% <br />CROSS SLOPE <br />I <br />2E <br />2 <br />24.82 21 <br />I C <br />X4.74 <br />C <br />I <br />4.44 <br />+ C L eae <br />- l \ <br />7/ -MA <br />\ 2 349 C <br />I I \ <br />Lij - <br />LU 1.80% 1 <br />I I pC I <br />24.27TC 1 <br />23.70± <br />P/MA <br />�I I <br />y I O 24.27 <br />\ I C <br />G1264 <br />C7 <br />11 I zCi <br />I zC5 <br />O I 4.62 <br />z I C <br />INSTALL <br />SIDEWALK AT 1.5% <br />CROSS SLOPE I <br />246 <br />6. <br />1.37 <br />C -GB <br />1' <br />EX TRUCK DOCKS <br />I I <br />I I <br />I I <br />I I <br />I I <br />- - <br />--------------- <br />-- -- -- -- - <br />EX PAVEMENT <br />ENGINEERING <br />25.87 <br />1242 DUPONT <br />24.88± <br />TEL: ( 209) 239 - 6229 <br />INSTALL PLANTER <br />P/MA <br />4.87 <br />ry <br />z No. C54088 z <br />* EXP. 12-31-23 <br />sTgT CIVIC- <br />f <br />INSTALL PLANTER <br />25.98TC <br />2389 <br />11 <br />24.98 <br />1 <br />�A <br />DATE <br />AT EXISTING GRADE <br />h <br />o <br />N <br />Lq <br />I <br />I <br />p <br />1' <br />EX TRUCK DOCKS <br />I I <br />I I <br />I I <br />I I <br />I I <br />- - <br />--------------- <br />-- -- -- -- - <br />EX PAVEMENT <br />145TC A 1 0.29% 25.5 25.67 /C -GB <br />5.45 25.45 25.54 P/C -GB <br />P/C P/C RIDGE <br />�h + <br />25.85TC 25.5 + <br />24.85P I 1a0 <br />i.s \ <br />+ \ / 25 <br />i4.53TC <br />24.03P/ \ + <br />>e° <br />, n5 24.5 <br />4.40% 0 0� <br />N / <br />1 h <br />h / <br />124.36TC \ <br />24 <br />23.86 a \ / <br />24.36+ <br />C <br />+ 25.43TC <br />24.43P 23.5 \ / <br />4.31 <br />C _ <br />23.76 - 23.21 / P/ <br />24. <br />2 4.23 P/C + h P/C <br />24.23P ryh. <br />FL -LP <br />24.06 <br />24.8 L 1.70% <br />C 0.92% <br />23.21 24. <br />25.2312 23.76 ,�hP h� P/C IS, <br />24.23P P/C <br />24. 4 h� + <br />C + <br />t-�-�24 24. <br />/ <br />5 <br />24.5 24.5 ti ry.h 24 0 <br />24.45 + 24.91 TC �' 1 <br />C -GB �' <br />0.30% <br />FA <br />1 <br />rl <br />°0 25. <br />25.44 0 P/ <br />P/C RIDGE <br />/ I \ 25.34 <br />\ P/C <br />\\o, <br />61 <br />/ I A4 <br />/ <br />\� F <br />12 / <br />+ / 0- <br />25.36 I / / 25.02± <br />/ P/MA <br />RIDGE <br />I <br />I <br />I z4.46± <br />P/MA <br />;I + <br />h°p ° 24.7 ± <br />+ P/MA +' <br />2 .08 I 24.42 <br />p/C <br />24.87 <br />FL <br />2.00% <br />25.08 24.4 + <br />P/C I P/C <br />25 I 25.43/0 24.5?4 <br />/ I + 232394±TPC/MA <br />44±/MA <br />2554TC26.50TC <br />,i <br />+ry <br />P/MA <br />23.1 0 ��`�- <br />+ 23.37 C ,anon <br />717 <br />21.30 <br />0 24.38 23.56 23.07 "� - 11 > > <br />C C ° �K <br />+ ." EXT O - C <br />23.27 i <br />723624.24 ,y13.86 EX210 + 2 0 _a 22 30 <br />- - - - - 24.20TC 243 C 24.21 2416 47 T - - - <br />-'�-- <br />- J 23.70P C C <br />L- - - - - C _ C - - <br />+ _ - EXT _ - - EARTHWORK QUANTITIES <br />J Y - <br />,� a- 23.78 EX - <br />4. 7 24.14 >- - - - �' "6 _ - -+ - CUT: 1,332 C.Y. <br />24.12TC 24.15 h C C 24.08 T - -EXT - - - T -- <br />-� -23.6 P- C FACTORED FILL: 786 C.Y. <br />------�-`---------------k- as _� � � � <br />NET: 546 C.Y. (CUT) <br />nT <br />LONGE STREE - <br />- - <br />- - - - - - PROPOSED <br />xx.xx <br />- - - <br />- �----------- _ _ _ _ _ _ � ELEVATION <br />X.XX% SLOPE <br />DIRECTION OF FLOWLINE <br />-----_- GRADING NOTES: <br />1. MAX 2% CROSS SLOPE ACROSS DRIVEWAYS <br />0 20 2. PROVIDE CONCRETE WALK EACH SIDE OF DRIVEWAY AS SHOWN. DIRECTION OF TRAVEL <br />SLOPE SHALL NOT EXCEED 8.33% AND CROSS SLOPE NOT TO EXCEED 2%. <br />3. SAWCUT AND REMOVE CONCRETE CURBS AND PAVEMENT AS NECESSARY. <br />10 4. CONTRACTOR SHALL DOWEL INTO EXISTING DRIVEWAY AT 24" O.0 WITH 48" #3 REBAR. <br />5. PAVEMENT CONFORM TRANSITION NOT TO EXCEED 1:12. <br />MCR <br />ENGINEERING <br />•COURT <br />1242 DUPONT <br />MANTECA , CA 95336 <br />TEL: ( 209) 239 - 6229 <br />INSTALL PLANTER <br />QROFESS/pyq <br />�pta EAVfyso� <ya <br />y�E� <br />z No. C54088 z <br />* EXP. 12-31-23 <br />sTgT CIVIC- <br />f <br />INSTALL PLANTER <br />APPROVED: <br />AT EXISTING GRADE <br />PLAN REVISIONS <br />NO. DESCRIPTIONS <br />DATE <br />AT EXISTING GRADE <br />8 <br />U <br />Z <br />O <br />Y <br />25.47TC <br />25.38TC <br />25.28TC <br />24.34± <br />C <br />25.56TC <br />25.47TC <br />25.41TC <br />4.4/P/MA <br />4.38P/MA <br />4.28P/MA <br />P/MA <br />'MA <br />4.56P/MA <br />4.47P/MA <br />4.41P/MA <br />Z <br />Z <br />LLIW <br />U <br />'ow <br />O <br />� <br />Ca <br />G <br />-J <br />a, <br />F- <br />W <br />38TC <br />F- <br />a <br />cc <br />25.58TC <br />25.57TC <br />25.48TC <br />24.38P <br />Z <br />25.66TC <br />25 60T <br />T <br />24.58P <br />24.57P <br />24.48P <br />Know what's below. <br />Cal I before you dig. <br />811 / 800-227-2600 <br />24.66P <br />24.60P <br />SCALE: AS SHOWN <br />DR. BY: MEJ <br />CK. BY: DE <br />SHEET NO. <br />5 <br />OF 7 SHEET <br />.25.02: <br />o <br />N <br />N <br />P/MA <br />o <br />+ <br />NLq <br />N <br />+ <br />O <br />N <br />N <br />+ <br />25.24 <br />25.14 <br />+ <br />25.47 <br />145TC A 1 0.29% 25.5 25.67 /C -GB <br />5.45 25.45 25.54 P/C -GB <br />P/C P/C RIDGE <br />�h + <br />25.85TC 25.5 + <br />24.85P I 1a0 <br />i.s \ <br />+ \ / 25 <br />i4.53TC <br />24.03P/ \ + <br />>e° <br />, n5 24.5 <br />4.40% 0 0� <br />N / <br />1 h <br />h / <br />124.36TC \ <br />24 <br />23.86 a \ / <br />24.36+ <br />C <br />+ 25.43TC <br />24.43P 23.5 \ / <br />4.31 <br />C _ <br />23.76 - 23.21 / P/ <br />24. <br />2 4.23 P/C + h P/C <br />24.23P ryh. <br />FL -LP <br />24.06 <br />24.8 L 1.70% <br />C 0.92% <br />23.21 24. <br />25.2312 23.76 ,�hP h� P/C IS, <br />24.23P P/C <br />24. 4 h� + <br />C + <br />t-�-�24 24. <br />/ <br />5 <br />24.5 24.5 ti ry.h 24 0 <br />24.45 + 24.91 TC �' 1 <br />C -GB �' <br />0.30% <br />FA <br />1 <br />rl <br />°0 25. <br />25.44 0 P/ <br />P/C RIDGE <br />/ I \ 25.34 <br />\ P/C <br />\\o, <br />61 <br />/ I A4 <br />/ <br />\� F <br />12 / <br />+ / 0- <br />25.36 I / / 25.02± <br />/ P/MA <br />RIDGE <br />I <br />I <br />I z4.46± <br />P/MA <br />;I + <br />h°p ° 24.7 ± <br />+ P/MA +' <br />2 .08 I 24.42 <br />p/C <br />24.87 <br />FL <br />2.00% <br />25.08 24.4 + <br />P/C I P/C <br />25 I 25.43/0 24.5?4 <br />/ I + 232394±TPC/MA <br />44±/MA <br />2554TC26.50TC <br />,i <br />+ry <br />P/MA <br />23.1 0 ��`�- <br />+ 23.37 C ,anon <br />717 <br />21.30 <br />0 24.38 23.56 23.07 "� - 11 > > <br />C C ° �K <br />+ ." EXT O - C <br />23.27 i <br />723624.24 ,y13.86 EX210 + 2 0 _a 22 30 <br />- - - - - 24.20TC 243 C 24.21 2416 47 T - - - <br />-'�-- <br />- J 23.70P C C <br />L- - - - - C _ C - - <br />+ _ - EXT _ - - EARTHWORK QUANTITIES <br />J Y - <br />,� a- 23.78 EX - <br />4. 7 24.14 >- - - - �' "6 _ - -+ - CUT: 1,332 C.Y. <br />24.12TC 24.15 h C C 24.08 T - -EXT - - - T -- <br />-� -23.6 P- C FACTORED FILL: 786 C.Y. <br />------�-`---------------k- as _� � � � <br />NET: 546 C.Y. (CUT) <br />nT <br />LONGE STREE - <br />- - <br />- - - - - - PROPOSED <br />xx.xx <br />- - - <br />- �----------- _ _ _ _ _ _ � ELEVATION <br />X.XX% SLOPE <br />DIRECTION OF FLOWLINE <br />-----_- GRADING NOTES: <br />1. MAX 2% CROSS SLOPE ACROSS DRIVEWAYS <br />0 20 2. PROVIDE CONCRETE WALK EACH SIDE OF DRIVEWAY AS SHOWN. DIRECTION OF TRAVEL <br />SLOPE SHALL NOT EXCEED 8.33% AND CROSS SLOPE NOT TO EXCEED 2%. <br />3. SAWCUT AND REMOVE CONCRETE CURBS AND PAVEMENT AS NECESSARY. <br />10 4. CONTRACTOR SHALL DOWEL INTO EXISTING DRIVEWAY AT 24" O.0 WITH 48" #3 REBAR. <br />5. PAVEMENT CONFORM TRANSITION NOT TO EXCEED 1:12. <br />MCR <br />ENGINEERING <br />•COURT <br />1242 DUPONT <br />MANTECA , CA 95336 <br />TEL: ( 209) 239 - 6229 <br />FAX : ( 209) 239 - 8839 <br />QROFESS/pyq <br />�pta EAVfyso� <ya <br />y�E� <br />z No. C54088 z <br />* EXP. 12-31-23 <br />sTgT CIVIC- <br />f <br />OF CAS\F <br />APPROVED: <br />PLAN REVISIONS <br />NO. DESCRIPTIONS <br />DATE <br />8 <br />U <br />Z <br />O <br />Y <br />U <br />O <br />cn <br />J <br />� <br />OLL <br />Z <br />I✓/ WQ <br />Za <br />a <br />J <br />Z <br />Z <br />LLIW <br />U <br />'ow <br />O <br />� <br />Ca <br />G <br />-J <br />a, <br />F- <br />W <br />W <br />cc <br />F- <br />a <br />cc <br />2 <br />F- <br />CC <br />Z <br />N <br />RT <br />�O <br />T <br />Know what's below. <br />Cal I before you dig. <br />811 / 800-227-2600 <br />JOB NO.: 22-030 <br />DATE: 6/27/2023 <br />SCALE: AS SHOWN <br />DR. BY: MEJ <br />CK. BY: DE <br />SHEET NO. <br />5 <br />OF 7 SHEET <br />