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R/W <br />(PARK) <br />50' <br />Of RIGHT-OF-WAY <br />10' 1 7' 1 36' <br />PUE CURB TO CURB <br />1.5' 5.5' 1 18' 18' <br />WALK <br />SEE NOTE 1 (TYPICAL) <br />2% <br />M%X <br />O 50' NEIGHBORHOOD STREET <br />NOT TO SCALE <br />R/W <br />IIrl <br />7' 10' <br />PUE <br />5.5' i. 1.5' <br />2% <br />MAX <br />50' NEIGHBORHOOD STREET <br />\I NOT TO SCALE <br />R/W <br />(PARK) <br />13.5' 8' <br />PUE <br />10.5' <br />WALK <br />2% <br />RNV EX. RNV <br />5' RNV <br />DEDICATION L <br />(P) 2' WALL <br />EASEMENT i. 1: <br />& MASONRY <br />WALL <br />50' <br />RIGHT-OF-WAY <br />10' 7' 36' <br />PUE CURB TO CURB <br />1.5' 5.5' 18' 18' <br />WALK <br />2% <br />MAX Z5%5% 2.5% <br />O 50' NEIGHBORHOOD STREET <br />NOT TO SCALE <br />RNV <br />(PARK) <br />7' 10' <br />PUE <br />5.5' i. 1.5' <br />2% <br />MAX <br />53.5' <br />RIGHT-OF-WAY <br />13.5' 7' 36' 10.5' <br />PUE CURB TO CURB <br />10.5' 18' 18' 5.5' 5' <br />ALK LANE LANE WALK LAND <br />2% <br />MAX 2._5% 2.5% <br />53.5'NEIGHBORHOOD STREET <br />`v/ NOT TO SCALE <br />R/W R/W <br />55' <br />.4 Eel .Ito] ZT13Il '1 <br />10' 1 7.5' 1 40' 7.5' 1 10' <br />PUE CURB TO CURB PUE <br />ZE <br />2' 1 5.5' 1 20' 20' 1 5.5' 2' <br />WALK LANE LANE WALK <br />2% 2% <br />MAX 2.5% 2.5% MAX <br />O 55' NEIGHBORHOOD STREET <br />NOT TO SCALE <br />65' <br />RIGHT-OF-WAY <br />Ie 49' le 8' <br />CURB TO CURB <br />q <br />24.5' 24.5' 5.5' <br />WALK <br />13' 11.5' 11.5' 13' <br />BIKE LANE LANE LANE BIKE LANE <br />2% <br />2.5% 2.5% MAX <br />O 65' BLOSSOM DRIVE @ PARK <br />NOT TO SCALE <br />ROW <br />R/W R/W <br />00 <br />Q <br />ao <br />Q� <br />00 <br />O <br />67.5' <br />RIGHT-OF-WAY <br />10' 10' 1 10.5' 1 49' 8' <br />PUE PUE CURB TO CURB <br />q <br />10.5' 24.5' 24.5' 5.5' <br />WALK WALK <br />13' 1 11.5' 11.5' 13' <br />2% BIKE LANE LANE LANE BIKE LANE 2% <br />MAX 2.5% 2.5% MAX <br />O 67.5' BLOSSOM DRIVE - NORTH OF PARK <br />NOT TO SCALE <br />ROW <br />80' <br />RIGHT-OF-WAY <br />40' <br />(P) 2' WALL CURB TO CURB <br />EASEMENT 10' 5' 5' 20' CL 20' <br />LANDSCAP LAND- 16' 4' 4' 16' <br />& MASONRY SCAPE <br />WALL LANE LANE <br />2.5% `\ 2.5% <br />\\ <br />�- `RAISED MEDIAN <br />O 80' ENTRANCE (EAST SIDE) <br />NOT TO SCALE <br />SL "LS" <br />5' 5' 10' <br />LAND- ANDSC <br />SCAPE <br />(P) 2' WALL <br />EASEMENT <br />- 8' MASONRY WALL <br />R/W <br />-HAMILTON DRIVE <br />F <br />w <br />Lu <br />G' <br />J) <br />- <br />Q X04 �D 0 180 <br />° O <br />DD G3D ODD [n�4 Q� � NORTH � � a E <br />90 <br />WISTERIA DRIVE -OA ooo <br />o <br />--WISTERIA DRIVE -A < 0 <br />O <br />1 0 m <br />of <br />O ' ujI Q <br />A -HAMILTON DRIVE -Lu <br />HAMILTON DRIVE-- <br />CID LuO <br />G O <br />U <br />JI ---------- III O <br />�\------- - A -HICKORY LANE - � I w <br />- HICKORY LANE V ��, O J III <br />F <br />Ir O <br />> O <br />C ~ U �I <br />Lu w <br />G' � <br />Z,`J�`L O', OE -MAHOGANY DRIVE - <br />z H <br />m z <br />F P� o � <br />---- -- <br />Q J F <br />O. <br />V�� A -OLEANDER DRIVE w <br />I -OD OLEANDER DRIVE �O- �� A J <br />Lu <br />w <br />�--- ------------------ --- --- <br />Z <br />Q <br />J) <br />A' <br />P -A -PERSIMMON PERSIMMON STREET- - <br />co <br />- -STREET G- - - co z w- <br />Ca <br />Q w', <br />W w <br />J)r <br />----------------- --- -- LL <br />N A WT <br />w - - - -GROVE STREET -O- - J w <br />Z- <br />> U) <br />STREET H <br />D ( 1 <br />J J <br />Lu <br />Lu <br />Lu <br />H <br />z <br />LLJ <br />IOA' <br />STREET I CASSIA STREET. J.� <br />® <br />I <br />- - -HARNEYLANE E3P3� <br />I I I <br />1- <br />10' (P) RW <br />PUE (E) RW CL (E) RW (ULT) RW <br />(F) 2' WALL <br />EASEMENT 24.5' 30' 30.3' (VAR.) 15.7' (VAR.) <br />RW DEDICATION <br />15' 32' (F) 44' (F) 5.5' <br />4'-8' 5' 2'-6' 8' 1 1 12' 1 12' (F)4' 12' 1 12' L, 12' 8' 5.5' <br />VAR. WALK. VAR. SHOULDER WB LANE WB LANE (F) EB LANE (F) EB LANE (F) EB LANE IF <br />M ANDERI G 7.5' CL OFFSET <br />8' MASONRY WALL <br />1 n" XA/ATER 8" SEWER <br />12" NPW <br />U3 ULTIMATE HARNEY LANE @ LOWER SACRAMENTO INTERSECTION (EASTBOUN <br />NOT TO SCALE <br />(P) RW (E) RW CL (E) VG (E) RW <br />(F) 2' WALL <br />EASEMENT 24.5' 30' 30.2' (VAR.) <br />RW DEDICATION <br />1 01 15' 01 39.5' 24.5' 5.5' <br />i OFFSET TO (F) CURB (F) SW <br />4'-8' 5' 2'-6' 20' 11' 12' 11' 1' (VAR.) <br />VAR. WALK. VAR. SHOULDER WB LANE EB LEFT TURN EB LANE <br />M ANDERI G LANE <br />NN <br />a o <br />a >w <br />a - <br />a J 0 p o <br />a < � 0 0 <br />o Q Q w <br />- a <br />7 5 CL OFFSET Ile L35 I NOTES: <br />1. VERTICAL CURB TO BE USED FOR ALL <br />RESIDENTIAL SIDE -YARD STREETS <br />8' MASONRY WALL 6+ 6' <br />65' 5'± R/W EX. R/W SL / "LS" <br />le 40' 15' <br />CURB TO CURB <br />5.5' 6' 11' 111± 12'± 15'± <br />WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />2% <br />MAX 2.5% _ - - - - - <br />- <br />f <br />O LOWER SACRAMENTO ROAD SOUTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />(F) 2' WALL <br />EASEMENT 5' 60' <br />15' 40' 10' <br />CURB TO CURB <br />FUTURE 8' <br />MASONRY WALL 9.6' 5.5' 6' 11' 11'± 12'± 10'± <br />FUTURE WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />LA D- <br />SC PE 2% <br />MAX 2.5% ----- <br />r <br />ia�//muw mwi 4/ i/// 7777/n <br />GLOWER SACRAMENTO ROAD NORTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />_ F - <br />z <br />O 2 W R 8 0 0 <br />2¢rnip�:o <br />J aai¢�m 0 <br />LL Inzcc cm) c�3 <br />O rn <br />Y a 0 o rn a 3 <br />pc 7�0 3w <br />OL¢wxxQ�xaH- <br />V 2 LL W <br />_ J N O LL <br />Vm N J w <br />7 <br />IL <br />L0J <br />Z <br />W <br />Z Z <br />0 D <br />U 2 <br />W H <br />N ''D <br />W V/ <br />MW � <br />Li Q <br />W W <br />/Q <br />V <br />'�� Z. ALL TRANSITIONS TO OCCUR THROUGH <br />RETURN PER DETAIL 1, SHEET 05 <br />10" WATER - 12" NPW 8 SEWER <br />OPROPOSED HARNEY LANE (EASTERN PROJECT FRONTAGE) o @\VlsS/o/v <br />P3 NOT TO SCALE ��F >�@N E AV fNso� <br />(E) RW CL (E) RW <br />No. C54088 <br />30' 30.3' � P 12-3 y-21 <br />Za <br />12'± 17'± 16.5'± 2' 12'± iqT CI 1L 0�\\P PRINT DATE <br />CROWN 1'± OFF CL F OF CA��F <br />5/24/2021 <br />MCR MCR ENGINEERING, INC. P NSET <br />1242 DUPONT COURT - D197 <br />EXISTING HARNEY LANE @ INTERSECTION (EASTBOUND) MANTECA, CA 95336 SIEETNo <br />E3 NOT TO SCALE ENGINEERING TEL (209)239-6229 06 <br />FAX : ( 209) 239 - 8839 °RA"I"D"° <br />D197-06 <br />67.5' <br />RIGHT-OF-WAY <br />10' 10' 1 10.5' 1 49' 8' <br />PUE PUE CURB TO CURB <br />q <br />10.5' 24.5' 24.5' 5.5' <br />WALK WALK <br />13' 1 11.5' 11.5' 13' <br />2% BIKE LANE LANE LANE BIKE LANE 2% <br />MAX 2.5% 2.5% MAX <br />O 67.5' BLOSSOM DRIVE - NORTH OF PARK <br />NOT TO SCALE <br />ROW <br />80' <br />RIGHT-OF-WAY <br />40' <br />(P) 2' WALL CURB TO CURB <br />EASEMENT 10' 5' 5' 20' CL 20' <br />LANDSCAP LAND- 16' 4' 4' 16' <br />& MASONRY SCAPE <br />WALL LANE LANE <br />2.5% `\ 2.5% <br />\\ <br />�- `RAISED MEDIAN <br />O 80' ENTRANCE (EAST SIDE) <br />NOT TO SCALE <br />SL "LS" <br />5' 5' 10' <br />LAND- ANDSC <br />SCAPE <br />(P) 2' WALL <br />EASEMENT <br />- 8' MASONRY WALL <br />R/W <br />-HAMILTON DRIVE <br />F <br />w <br />Lu <br />G' <br />J) <br />- <br />Q X04 �D 0 180 <br />° O <br />DD G3D ODD [n�4 Q� � NORTH � � a E <br />90 <br />WISTERIA DRIVE -OA ooo <br />o <br />--WISTERIA DRIVE -A < 0 <br />O <br />1 0 m <br />of <br />O ' ujI Q <br />A -HAMILTON DRIVE -Lu <br />HAMILTON DRIVE-- <br />CID LuO <br />G O <br />U <br />JI ---------- III O <br />�\------- - A -HICKORY LANE - � I w <br />- HICKORY LANE V ��, O J III <br />F <br />Ir O <br />> O <br />C ~ U �I <br />Lu w <br />G' � <br />Z,`J�`L O', OE -MAHOGANY DRIVE - <br />z H <br />m z <br />F P� o � <br />---- -- <br />Q J F <br />O. <br />V�� A -OLEANDER DRIVE w <br />I -OD OLEANDER DRIVE �O- �� A J <br />Lu <br />w <br />�--- ------------------ --- --- <br />Z <br />Q <br />J) <br />A' <br />P -A -PERSIMMON PERSIMMON STREET- - <br />co <br />- -STREET G- - - co z w- <br />Ca <br />Q w', <br />W w <br />J)r <br />----------------- --- -- LL <br />N A WT <br />w - - - -GROVE STREET -O- - J w <br />Z- <br />> U) <br />STREET H <br />D ( 1 <br />J J <br />Lu <br />Lu <br />Lu <br />H <br />z <br />LLJ <br />IOA' <br />STREET I CASSIA STREET. J.� <br />® <br />I <br />- - -HARNEYLANE E3P3� <br />I I I <br />1- <br />10' (P) RW <br />PUE (E) RW CL (E) RW (ULT) RW <br />(F) 2' WALL <br />EASEMENT 24.5' 30' 30.3' (VAR.) 15.7' (VAR.) <br />RW DEDICATION <br />15' 32' (F) 44' (F) 5.5' <br />4'-8' 5' 2'-6' 8' 1 1 12' 1 12' (F)4' 12' 1 12' L, 12' 8' 5.5' <br />VAR. WALK. VAR. SHOULDER WB LANE WB LANE (F) EB LANE (F) EB LANE (F) EB LANE IF <br />M ANDERI G 7.5' CL OFFSET <br />8' MASONRY WALL <br />1 n" XA/ATER 8" SEWER <br />12" NPW <br />U3 ULTIMATE HARNEY LANE @ LOWER SACRAMENTO INTERSECTION (EASTBOUN <br />NOT TO SCALE <br />(P) RW (E) RW CL (E) VG (E) RW <br />(F) 2' WALL <br />EASEMENT 24.5' 30' 30.2' (VAR.) <br />RW DEDICATION <br />1 01 15' 01 39.5' 24.5' 5.5' <br />i OFFSET TO (F) CURB (F) SW <br />4'-8' 5' 2'-6' 20' 11' 12' 11' 1' (VAR.) <br />VAR. WALK. VAR. SHOULDER WB LANE EB LEFT TURN EB LANE <br />M ANDERI G LANE <br />NN <br />a o <br />a >w <br />a - <br />a J 0 p o <br />a < � 0 0 <br />o Q Q w <br />- a <br />7 5 CL OFFSET Ile L35 I NOTES: <br />1. VERTICAL CURB TO BE USED FOR ALL <br />RESIDENTIAL SIDE -YARD STREETS <br />8' MASONRY WALL 6+ 6' <br />65' 5'± R/W EX. R/W SL / "LS" <br />le 40' 15' <br />CURB TO CURB <br />5.5' 6' 11' 111± 12'± 15'± <br />WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />2% <br />MAX 2.5% _ - - - - - <br />- <br />f <br />O LOWER SACRAMENTO ROAD SOUTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />(F) 2' WALL <br />EASEMENT 5' 60' <br />15' 40' 10' <br />CURB TO CURB <br />FUTURE 8' <br />MASONRY WALL 9.6' 5.5' 6' 11' 11'± 12'± 10'± <br />FUTURE WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />LA D- <br />SC PE 2% <br />MAX 2.5% ----- <br />r <br />ia�//muw mwi 4/ i/// 7777/n <br />GLOWER SACRAMENTO ROAD NORTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />_ F - <br />z <br />O 2 W R 8 0 0 <br />2¢rnip�:o <br />J aai¢�m 0 <br />LL Inzcc cm) c�3 <br />O rn <br />Y a 0 o rn a 3 <br />pc 7�0 3w <br />OL¢wxxQ�xaH- <br />V 2 LL W <br />_ J N O LL <br />Vm N J w <br />7 <br />IL <br />L0J <br />Z <br />W <br />Z Z <br />0 D <br />U 2 <br />W H <br />N ''D <br />W V/ <br />MW � <br />Li Q <br />W W <br />/Q <br />V <br />'�� Z. ALL TRANSITIONS TO OCCUR THROUGH <br />RETURN PER DETAIL 1, SHEET 05 <br />10" WATER - 12" NPW 8 SEWER <br />OPROPOSED HARNEY LANE (EASTERN PROJECT FRONTAGE) o @\VlsS/o/v <br />P3 NOT TO SCALE ��F >�@N E AV fNso� <br />(E) RW CL (E) RW <br />No. C54088 <br />30' 30.3' � P 12-3 y-21 <br />Za <br />12'± 17'± 16.5'± 2' 12'± iqT CI 1L 0�\\P PRINT DATE <br />CROWN 1'± OFF CL F OF CA��F <br />5/24/2021 <br />MCR MCR ENGINEERING, INC. P NSET <br />1242 DUPONT COURT - D197 <br />EXISTING HARNEY LANE @ INTERSECTION (EASTBOUND) MANTECA, CA 95336 SIEETNo <br />E3 NOT TO SCALE ENGINEERING TEL (209)239-6229 06 <br />FAX : ( 209) 239 - 8839 °RA"I"D"° <br />D197-06 <br />80' <br />RIGHT-OF-WAY <br />40' <br />(P) 2' WALL CURB TO CURB <br />EASEMENT 10' 5' 5' 20' CL 20' <br />LANDSCAP LAND- 16' 4' 4' 16' <br />& MASONRY SCAPE <br />WALL LANE LANE <br />2.5% `\ 2.5% <br />\\ <br />�- `RAISED MEDIAN <br />O 80' ENTRANCE (EAST SIDE) <br />NOT TO SCALE <br />SL "LS" <br />5' 5' 10' <br />LAND- ANDSC <br />SCAPE <br />(P) 2' WALL <br />EASEMENT <br />- 8' MASONRY WALL <br />R/W <br />-HAMILTON DRIVE <br />F <br />w <br />Lu <br />G' <br />J) <br />- <br />Q X04 �D 0 180 <br />° O <br />DD G3D ODD [n�4 Q� � NORTH � � a E <br />90 <br />WISTERIA DRIVE -OA ooo <br />o <br />--WISTERIA DRIVE -A < 0 <br />O <br />1 0 m <br />of <br />O ' ujI Q <br />A -HAMILTON DRIVE -Lu <br />HAMILTON DRIVE-- <br />CID LuO <br />G O <br />U <br />JI ---------- III O <br />�\------- - A -HICKORY LANE - � I w <br />- HICKORY LANE V ��, O J III <br />F <br />Ir O <br />> O <br />C ~ U �I <br />Lu w <br />G' � <br />Z,`J�`L O', OE -MAHOGANY DRIVE - <br />z H <br />m z <br />F P� o � <br />---- -- <br />Q J F <br />O. <br />V�� A -OLEANDER DRIVE w <br />I -OD OLEANDER DRIVE �O- �� A J <br />Lu <br />w <br />�--- ------------------ --- --- <br />Z <br />Q <br />J) <br />A' <br />P -A -PERSIMMON PERSIMMON STREET- - <br />co <br />- -STREET G- - - co z w- <br />Ca <br />Q w', <br />W w <br />J)r <br />----------------- --- -- LL <br />N A WT <br />w - - - -GROVE STREET -O- - J w <br />Z- <br />> U) <br />STREET H <br />D ( 1 <br />J J <br />Lu <br />Lu <br />Lu <br />H <br />z <br />LLJ <br />IOA' <br />STREET I CASSIA STREET. J.� <br />® <br />I <br />- - -HARNEYLANE E3P3� <br />I I I <br />1- <br />10' (P) RW <br />PUE (E) RW CL (E) RW (ULT) RW <br />(F) 2' WALL <br />EASEMENT 24.5' 30' 30.3' (VAR.) 15.7' (VAR.) <br />RW DEDICATION <br />15' 32' (F) 44' (F) 5.5' <br />4'-8' 5' 2'-6' 8' 1 1 12' 1 12' (F)4' 12' 1 12' L, 12' 8' 5.5' <br />VAR. WALK. VAR. SHOULDER WB LANE WB LANE (F) EB LANE (F) EB LANE (F) EB LANE IF <br />M ANDERI G 7.5' CL OFFSET <br />8' MASONRY WALL <br />1 n" XA/ATER 8" SEWER <br />12" NPW <br />U3 ULTIMATE HARNEY LANE @ LOWER SACRAMENTO INTERSECTION (EASTBOUN <br />NOT TO SCALE <br />(P) RW (E) RW CL (E) VG (E) RW <br />(F) 2' WALL <br />EASEMENT 24.5' 30' 30.2' (VAR.) <br />RW DEDICATION <br />1 01 15' 01 39.5' 24.5' 5.5' <br />i OFFSET TO (F) CURB (F) SW <br />4'-8' 5' 2'-6' 20' 11' 12' 11' 1' (VAR.) <br />VAR. WALK. VAR. SHOULDER WB LANE EB LEFT TURN EB LANE <br />M ANDERI G LANE <br />NN <br />a o <br />a >w <br />a - <br />a J 0 p o <br />a < � 0 0 <br />o Q Q w <br />- a <br />7 5 CL OFFSET Ile L35 I NOTES: <br />1. VERTICAL CURB TO BE USED FOR ALL <br />RESIDENTIAL SIDE -YARD STREETS <br />8' MASONRY WALL 6+ 6' <br />65' 5'± R/W EX. R/W SL / "LS" <br />le 40' 15' <br />CURB TO CURB <br />5.5' 6' 11' 111± 12'± 15'± <br />WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />2% <br />MAX 2.5% _ - - - - - <br />- <br />f <br />O LOWER SACRAMENTO ROAD SOUTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />(F) 2' WALL <br />EASEMENT 5' 60' <br />15' 40' 10' <br />CURB TO CURB <br />FUTURE 8' <br />MASONRY WALL 9.6' 5.5' 6' 11' 11'± 12'± 10'± <br />FUTURE WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />LA D- <br />SC PE 2% <br />MAX 2.5% ----- <br />r <br />ia�//muw mwi 4/ i/// 7777/n <br />GLOWER SACRAMENTO ROAD NORTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />_ F - <br />z <br />O 2 W R 8 0 0 <br />2¢rnip�:o <br />J aai¢�m 0 <br />LL Inzcc cm) c�3 <br />O rn <br />Y a 0 o rn a 3 <br />pc 7�0 3w <br />OL¢wxxQ�xaH- <br />V 2 LL W <br />_ J N O LL <br />Vm N J w <br />7 <br />IL <br />L0J <br />Z <br />W <br />Z Z <br />0 D <br />U 2 <br />W H <br />N ''D <br />W V/ <br />MW � <br />Li Q <br />W W <br />/Q <br />V <br />'�� Z. ALL TRANSITIONS TO OCCUR THROUGH <br />RETURN PER DETAIL 1, SHEET 05 <br />10" WATER - 12" NPW 8 SEWER <br />OPROPOSED HARNEY LANE (EASTERN PROJECT FRONTAGE) o @\VlsS/o/v <br />P3 NOT TO SCALE ��F >�@N E AV fNso� <br />(E) RW CL (E) RW <br />No. C54088 <br />30' 30.3' � P 12-3 y-21 <br />Za <br />12'± 17'± 16.5'± 2' 12'± iqT CI 1L 0�\\P PRINT DATE <br />CROWN 1'± OFF CL F OF CA��F <br />5/24/2021 <br />MCR MCR ENGINEERING, INC. P NSET <br />1242 DUPONT COURT - D197 <br />EXISTING HARNEY LANE @ INTERSECTION (EASTBOUND) MANTECA, CA 95336 SIEETNo <br />E3 NOT TO SCALE ENGINEERING TEL (209)239-6229 06 <br />FAX : ( 209) 239 - 8839 °RA"I"D"° <br />D197-06 <br />Z <br />Q <br />J) <br />A' <br />P -A -PERSIMMON PERSIMMON STREET- - <br />co <br />- -STREET G- - - co z w- <br />Ca <br />Q w', <br />W w <br />J)r <br />----------------- --- -- LL <br />N A WT <br />w - - - -GROVE STREET -O- - J w <br />Z- <br />> U) <br />STREET H <br />D ( 1 <br />J J <br />Lu <br />Lu <br />Lu <br />H <br />z <br />LLJ <br />IOA' <br />STREET I CASSIA STREET. J.� <br />® <br />I <br />- - -HARNEYLANE E3P3� <br />I I I <br />1- <br />10' (P) RW <br />PUE (E) RW CL (E) RW (ULT) RW <br />(F) 2' WALL <br />EASEMENT 24.5' 30' 30.3' (VAR.) 15.7' (VAR.) <br />RW DEDICATION <br />15' 32' (F) 44' (F) 5.5' <br />4'-8' 5' 2'-6' 8' 1 1 12' 1 12' (F)4' 12' 1 12' L, 12' 8' 5.5' <br />VAR. WALK. VAR. SHOULDER WB LANE WB LANE (F) EB LANE (F) EB LANE (F) EB LANE IF <br />M ANDERI G 7.5' CL OFFSET <br />8' MASONRY WALL <br />1 n" XA/ATER 8" SEWER <br />12" NPW <br />U3 ULTIMATE HARNEY LANE @ LOWER SACRAMENTO INTERSECTION (EASTBOUN <br />NOT TO SCALE <br />(P) RW (E) RW CL (E) VG (E) RW <br />(F) 2' WALL <br />EASEMENT 24.5' 30' 30.2' (VAR.) <br />RW DEDICATION <br />1 01 15' 01 39.5' 24.5' 5.5' <br />i OFFSET TO (F) CURB (F) SW <br />4'-8' 5' 2'-6' 20' 11' 12' 11' 1' (VAR.) <br />VAR. WALK. VAR. SHOULDER WB LANE EB LEFT TURN EB LANE <br />M ANDERI G LANE <br />NN <br />a o <br />a >w <br />a - <br />a J 0 p o <br />a < � 0 0 <br />o Q Q w <br />- a <br />7 5 CL OFFSET Ile L35 I NOTES: <br />1. VERTICAL CURB TO BE USED FOR ALL <br />RESIDENTIAL SIDE -YARD STREETS <br />8' MASONRY WALL 6+ 6' <br />65' 5'± R/W EX. R/W SL / "LS" <br />le 40' 15' <br />CURB TO CURB <br />5.5' 6' 11' 111± 12'± 15'± <br />WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />2% <br />MAX 2.5% _ - - - - - <br />- <br />f <br />O LOWER SACRAMENTO ROAD SOUTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />(F) 2' WALL <br />EASEMENT 5' 60' <br />15' 40' 10' <br />CURB TO CURB <br />FUTURE 8' <br />MASONRY WALL 9.6' 5.5' 6' 11' 11'± 12'± 10'± <br />FUTURE WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />LA D- <br />SC PE 2% <br />MAX 2.5% ----- <br />r <br />ia�//muw mwi 4/ i/// 7777/n <br />GLOWER SACRAMENTO ROAD NORTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />_ F - <br />z <br />O 2 W R 8 0 0 <br />2¢rnip�:o <br />J aai¢�m 0 <br />LL Inzcc cm) c�3 <br />O rn <br />Y a 0 o rn a 3 <br />pc 7�0 3w <br />OL¢wxxQ�xaH- <br />V 2 LL W <br />_ J N O LL <br />Vm N J w <br />7 <br />IL <br />L0J <br />Z <br />W <br />Z Z <br />0 D <br />U 2 <br />W H <br />N ''D <br />W V/ <br />MW � <br />Li Q <br />W W <br />/Q <br />V <br />'�� Z. ALL TRANSITIONS TO OCCUR THROUGH <br />RETURN PER DETAIL 1, SHEET 05 <br />10" WATER - 12" NPW 8 SEWER <br />OPROPOSED HARNEY LANE (EASTERN PROJECT FRONTAGE) o @\VlsS/o/v <br />P3 NOT TO SCALE ��F >�@N E AV fNso� <br />(E) RW CL (E) RW <br />No. C54088 <br />30' 30.3' � P 12-3 y-21 <br />Za <br />12'± 17'± 16.5'± 2' 12'± iqT CI 1L 0�\\P PRINT DATE <br />CROWN 1'± OFF CL F OF CA��F <br />5/24/2021 <br />MCR MCR ENGINEERING, INC. P NSET <br />1242 DUPONT COURT - D197 <br />EXISTING HARNEY LANE @ INTERSECTION (EASTBOUND) MANTECA, CA 95336 SIEETNo <br />E3 NOT TO SCALE ENGINEERING TEL (209)239-6229 06 <br />FAX : ( 209) 239 - 8839 °RA"I"D"° <br />D197-06 <br />Q w', <br />W w <br />J)r <br />----------------- --- -- LL <br />N A WT <br />w - - - -GROVE STREET -O- - J w <br />Z- <br />> U) <br />STREET H <br />D ( 1 <br />J J <br />Lu <br />Lu <br />Lu <br />H <br />z <br />LLJ <br />IOA' <br />STREET I CASSIA STREET. J.� <br />® <br />I <br />- - -HARNEYLANE E3P3� <br />I I I <br />1- <br />10' (P) RW <br />PUE (E) RW CL (E) RW (ULT) RW <br />(F) 2' WALL <br />EASEMENT 24.5' 30' 30.3' (VAR.) 15.7' (VAR.) <br />RW DEDICATION <br />15' 32' (F) 44' (F) 5.5' <br />4'-8' 5' 2'-6' 8' 1 1 12' 1 12' (F)4' 12' 1 12' L, 12' 8' 5.5' <br />VAR. WALK. VAR. SHOULDER WB LANE WB LANE (F) EB LANE (F) EB LANE (F) EB LANE IF <br />M ANDERI G 7.5' CL OFFSET <br />8' MASONRY WALL <br />1 n" XA/ATER 8" SEWER <br />12" NPW <br />U3 ULTIMATE HARNEY LANE @ LOWER SACRAMENTO INTERSECTION (EASTBOUN <br />NOT TO SCALE <br />(P) RW (E) RW CL (E) VG (E) RW <br />(F) 2' WALL <br />EASEMENT 24.5' 30' 30.2' (VAR.) <br />RW DEDICATION <br />1 01 15' 01 39.5' 24.5' 5.5' <br />i OFFSET TO (F) CURB (F) SW <br />4'-8' 5' 2'-6' 20' 11' 12' 11' 1' (VAR.) <br />VAR. WALK. VAR. SHOULDER WB LANE EB LEFT TURN EB LANE <br />M ANDERI G LANE <br />NN <br />a o <br />a >w <br />a - <br />a J 0 p o <br />a < � 0 0 <br />o Q Q w <br />- a <br />7 5 CL OFFSET Ile L35 I NOTES: <br />1. VERTICAL CURB TO BE USED FOR ALL <br />RESIDENTIAL SIDE -YARD STREETS <br />8' MASONRY WALL 6+ 6' <br />65' 5'± R/W EX. R/W SL / "LS" <br />le 40' 15' <br />CURB TO CURB <br />5.5' 6' 11' 111± 12'± 15'± <br />WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />2% <br />MAX 2.5% _ - - - - - <br />- <br />f <br />O LOWER SACRAMENTO ROAD SOUTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />(F) 2' WALL <br />EASEMENT 5' 60' <br />15' 40' 10' <br />CURB TO CURB <br />FUTURE 8' <br />MASONRY WALL 9.6' 5.5' 6' 11' 11'± 12'± 10'± <br />FUTURE WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />LA D- <br />SC PE 2% <br />MAX 2.5% ----- <br />r <br />ia�//muw mwi 4/ i/// 7777/n <br />GLOWER SACRAMENTO ROAD NORTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />_ F - <br />z <br />O 2 W R 8 0 0 <br />2¢rnip�:o <br />J aai¢�m 0 <br />LL Inzcc cm) c�3 <br />O rn <br />Y a 0 o rn a 3 <br />pc 7�0 3w <br />OL¢wxxQ�xaH- <br />V 2 LL W <br />_ J N O LL <br />Vm N J w <br />7 <br />IL <br />L0J <br />Z <br />W <br />Z Z <br />0 D <br />U 2 <br />W H <br />N ''D <br />W V/ <br />MW � <br />Li Q <br />W W <br />/Q <br />V <br />'�� Z. ALL TRANSITIONS TO OCCUR THROUGH <br />RETURN PER DETAIL 1, SHEET 05 <br />10" WATER - 12" NPW 8 SEWER <br />OPROPOSED HARNEY LANE (EASTERN PROJECT FRONTAGE) o @\VlsS/o/v <br />P3 NOT TO SCALE ��F >�@N E AV fNso� <br />(E) RW CL (E) RW <br />No. C54088 <br />30' 30.3' � P 12-3 y-21 <br />Za <br />12'± 17'± 16.5'± 2' 12'± iqT CI 1L 0�\\P PRINT DATE <br />CROWN 1'± OFF CL F OF CA��F <br />5/24/2021 <br />MCR MCR ENGINEERING, INC. P NSET <br />1242 DUPONT COURT - D197 <br />EXISTING HARNEY LANE @ INTERSECTION (EASTBOUND) MANTECA, CA 95336 SIEETNo <br />E3 NOT TO SCALE ENGINEERING TEL (209)239-6229 06 <br />FAX : ( 209) 239 - 8839 °RA"I"D"° <br />D197-06 <br />NN <br />a o <br />a >w <br />a - <br />a J 0 p o <br />a < � 0 0 <br />o Q Q w <br />- a <br />7 5 CL OFFSET Ile L35 I NOTES: <br />1. VERTICAL CURB TO BE USED FOR ALL <br />RESIDENTIAL SIDE -YARD STREETS <br />8' MASONRY WALL 6+ 6' <br />65' 5'± R/W EX. R/W SL / "LS" <br />le 40' 15' <br />CURB TO CURB <br />5.5' 6' 11' 111± 12'± 15'± <br />WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />2% <br />MAX 2.5% _ - - - - - <br />- <br />f <br />O LOWER SACRAMENTO ROAD SOUTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />(F) 2' WALL <br />EASEMENT 5' 60' <br />15' 40' 10' <br />CURB TO CURB <br />FUTURE 8' <br />MASONRY WALL 9.6' 5.5' 6' 11' 11'± 12'± 10'± <br />FUTURE WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />LA D- <br />SC PE 2% <br />MAX 2.5% ----- <br />r <br />ia�//muw mwi 4/ i/// 7777/n <br />GLOWER SACRAMENTO ROAD NORTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />_ F - <br />z <br />O 2 W R 8 0 0 <br />2¢rnip�:o <br />J aai¢�m 0 <br />LL Inzcc cm) c�3 <br />O rn <br />Y a 0 o rn a 3 <br />pc 7�0 3w <br />OL¢wxxQ�xaH- <br />V 2 LL W <br />_ J N O LL <br />Vm N J w <br />7 <br />IL <br />L0J <br />Z <br />W <br />Z Z <br />0 D <br />U 2 <br />W H <br />N ''D <br />W V/ <br />MW � <br />Li Q <br />W W <br />/Q <br />V <br />'�� Z. ALL TRANSITIONS TO OCCUR THROUGH <br />RETURN PER DETAIL 1, SHEET 05 <br />10" WATER - 12" NPW 8 SEWER <br />OPROPOSED HARNEY LANE (EASTERN PROJECT FRONTAGE) o @\VlsS/o/v <br />P3 NOT TO SCALE ��F >�@N E AV fNso� <br />(E) RW CL (E) RW <br />No. C54088 <br />30' 30.3' � P 12-3 y-21 <br />Za <br />12'± 17'± 16.5'± 2' 12'± iqT CI 1L 0�\\P PRINT DATE <br />CROWN 1'± OFF CL F OF CA��F <br />5/24/2021 <br />MCR MCR ENGINEERING, INC. P NSET <br />1242 DUPONT COURT - D197 <br />EXISTING HARNEY LANE @ INTERSECTION (EASTBOUND) MANTECA, CA 95336 SIEETNo <br />E3 NOT TO SCALE ENGINEERING TEL (209)239-6229 06 <br />FAX : ( 209) 239 - 8839 °RA"I"D"° <br />D197-06 <br />7 5 CL OFFSET Ile L35 I NOTES: <br />1. VERTICAL CURB TO BE USED FOR ALL <br />RESIDENTIAL SIDE -YARD STREETS <br />8' MASONRY WALL 6+ 6' <br />65' 5'± R/W EX. R/W SL / "LS" <br />le 40' 15' <br />CURB TO CURB <br />5.5' 6' 11' 111± 12'± 15'± <br />WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />2% <br />MAX 2.5% _ - - - - - <br />- <br />f <br />O LOWER SACRAMENTO ROAD SOUTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />(F) 2' WALL <br />EASEMENT 5' 60' <br />15' 40' 10' <br />CURB TO CURB <br />FUTURE 8' <br />MASONRY WALL 9.6' 5.5' 6' 11' 11'± 12'± 10'± <br />FUTURE WALK BIKE LANE EX. LANE EX. LANE EX. MEDIAN <br />LA D- <br />SC PE 2% <br />MAX 2.5% ----- <br />r <br />ia�//muw mwi 4/ i/// 7777/n <br />GLOWER SACRAMENTO ROAD NORTH OF MAHOGANY DRIVE <br />SOUTHBOUND LANES <br />_ F - <br />z <br />O 2 W R 8 0 0 <br />2¢rnip�:o <br />J aai¢�m 0 <br />LL Inzcc cm) c�3 <br />O rn <br />Y a 0 o rn a 3 <br />pc 7�0 3w <br />OL¢wxxQ�xaH- <br />V 2 LL W <br />_ J N O LL <br />Vm N J w <br />7 <br />IL <br />L0J <br />Z <br />W <br />Z Z <br />0 D <br />U 2 <br />W H <br />N ''D <br />W V/ <br />MW � <br />Li Q <br />W W <br />/Q <br />V <br />'�� Z. ALL TRANSITIONS TO OCCUR THROUGH <br />RETURN PER DETAIL 1, SHEET 05 <br />10" WATER - 12" NPW 8 SEWER <br />OPROPOSED HARNEY LANE (EASTERN PROJECT FRONTAGE) o @\VlsS/o/v <br />P3 NOT TO SCALE ��F >�@N E AV fNso� <br />(E) RW CL (E) RW <br />No. C54088 <br />30' 30.3' � P 12-3 y-21 <br />Za <br />12'± 17'± 16.5'± 2' 12'± iqT CI 1L 0�\\P PRINT DATE <br />CROWN 1'± OFF CL F OF CA��F <br />5/24/2021 <br />MCR MCR ENGINEERING, INC. P NSET <br />1242 DUPONT COURT - D197 <br />EXISTING HARNEY LANE @ INTERSECTION (EASTBOUND) MANTECA, CA 95336 SIEETNo <br />E3 NOT TO SCALE ENGINEERING TEL (209)239-6229 06 <br />FAX : ( 209) 239 - 8839 °RA"I"D"° <br />D197-06 <br />_ F - <br />z <br />O 2 W R 8 0 0 <br />2¢rnip�:o <br />J aai¢�m 0 <br />LL Inzcc cm) c�3 <br />O rn <br />Y a 0 o rn a 3 <br />pc 7�0 3w <br />OL¢wxxQ�xaH- <br />V 2 LL W <br />_ J N O LL <br />Vm N J w <br />7 <br />IL <br />L0J <br />Z <br />W <br />Z Z <br />0 D <br />U 2 <br />W H <br />N ''D <br />W V/ <br />MW � <br />Li Q <br />W W <br />/Q <br />V <br />'�� Z. ALL TRANSITIONS TO OCCUR THROUGH <br />RETURN PER DETAIL 1, SHEET 05 <br />10" WATER - 12" NPW 8 SEWER <br />OPROPOSED HARNEY LANE (EASTERN PROJECT FRONTAGE) o @\VlsS/o/v <br />P3 NOT TO SCALE ��F >�@N E AV fNso� <br />(E) RW CL (E) RW <br />No. C54088 <br />30' 30.3' � P 12-3 y-21 <br />Za <br />12'± 17'± 16.5'± 2' 12'± iqT CI 1L 0�\\P PRINT DATE <br />CROWN 1'± OFF CL F OF CA��F <br />5/24/2021 <br />MCR MCR ENGINEERING, INC. P NSET <br />1242 DUPONT COURT - D197 <br />EXISTING HARNEY LANE @ INTERSECTION (EASTBOUND) MANTECA, CA 95336 SIEETNo <br />E3 NOT TO SCALE ENGINEERING TEL (209)239-6229 06 <br />FAX : ( 209) 239 - 8839 °RA"I"D"° <br />D197-06 <br />'�� Z. ALL TRANSITIONS TO OCCUR THROUGH <br />RETURN PER DETAIL 1, SHEET 05 <br />10" WATER - 12" NPW 8 SEWER <br />OPROPOSED HARNEY LANE (EASTERN PROJECT FRONTAGE) o @\VlsS/o/v <br />P3 NOT TO SCALE ��F >�@N E AV fNso� <br />(E) RW CL (E) RW <br />No. C54088 <br />30' 30.3' � P 12-3 y-21 <br />Za <br />12'± 17'± 16.5'± 2' 12'± iqT CI 1L 0�\\P PRINT DATE <br />CROWN 1'± OFF CL F OF CA��F <br />5/24/2021 <br />MCR MCR ENGINEERING, INC. P NSET <br />1242 DUPONT COURT - D197 <br />EXISTING HARNEY LANE @ INTERSECTION (EASTBOUND) MANTECA, CA 95336 SIEETNo <br />E3 NOT TO SCALE ENGINEERING TEL (209)239-6229 06 <br />FAX : ( 209) 239 - 8839 °RA"I"D"° <br />D197-06 <br />