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SEE SHEET 08 FOR CONTINUATION <br />mm m <br />i� o 29.31 TC Q°eW N <br />0 o g03 301 p0 2 3 5 'l 6 0 p w N o o C N <br />177 4 0 30' 30' 30' 30 31• 31. 370 308 30S z o 78 Z9aoe�p n III \\ <br />rye. 29.9 2g6 2g8 30p 302 304 3ps 308 370 373 37S 1y 3 2 30.6 <br />3 <br />28.52 TC A A !• 29.46 TC +i <br />146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 79 N e� 3.31% rmN �i a i <br />E KRISTEN CT <br />178 I` __ <br />29.4 F 29.6 F 29.8 F 30.0 U 30.2 U 30.4 U 30.6 U 30.8 U 31.0 31.3 U 31.0 a ` <br />29.7 ro F U U 31.5 31.5 n 30.6 <br />U U 31.3 31.2 <br />N� t (nD W O M N M N c ~ ~ ~ ~ NUN = <br />1 <br />28.23 TCI�> <br />29.54 TC <br />_ ---- <br />a LP -V TR -DO - - PERSIMMON STREET 30.38 .0025 6 N�9 <br />- - _ 29.81 29.80 30. <br />- <br />29.4 ppb 0033 HP 0025 TR -DO R -VM 30.6 <br />28.30 TC w -- --U ,.. -----U ------ - -- <br />W ...... Ods 3o, <br />r, n ---- n -- -----F- -� ----------� - - ----------- 0 ------ - U ----0 29.34 TC w' <br />�a <`! -- --- 1 <br />�� Q�� 81 a°e <br />180 m m A N N 30.4 zo <br />29.6 w 145 144 143 142 141 140 139 138 137 136 135 134 133 132 131 zy <br />N 29.4 29.6 29.8 30.0 30.2 30.4 30.6 30.8 31.1 31.3 31.5 31.5 31.3 31.2 31.0 m m zs.14 Tc a°zo <br />eW <br />28.45 TC o <br />296 302 g0� 306 06 11 ,�g 6 3 o o ' <br />372 A21 <br />l 8 <br />�0 29.7 o zgg 3�7 3�2 3�4 3�6 3�8 370 �� 0 6 3 3 <br />3 g0• g0• g0• 3p2 <br />G A 28.94 TC <br />28.60 TC 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 <br />mro 29.7 U 29.9 U 30.1 30.2 30.4 30.6 F 30.8 F 31.0 F 31.0 U 30.8 U 30.6 U 30.3 U 30.2 30.0 29.8 83 aoe <br />FU- U U <br />c9 182 N N = : (OD r N O O) ~ F- F- F- F- U rq 30.0 ,N9. <br />N O __________� __________N n a 2g8pa <br />W <br />cq <br />28.78 TC •-off ..... wN J ; 28.73 TC W <br />N N <br />' 28.5 28.46 .0028 .0031 :. , .. ; :: , _ _ 8 54 O00 <br />Up -V TR -DO - - - 9 8 - - - - 8.0 eopo <br />GROVE STREET-�2 . 5 <br />a0 183 0N' 0028 HP 003-�1 - R D9-51--LP-V <br />�� 30.1 0 P -VM O� w <br />ooLu <br />---------�---------� ----- -----. U_.. zy8p <br />m - F 28.82 TC eW <br />28.96 TC o `� n rn o m -------- F- J) <br />N `? `n n n v N om m`t m ' W <br />N U" I N N N N N N N N N A N N U w .9 IIS a°9J <br />184 115 114 113 112 111 110 109 108 107 106 105 104 10 102 101 100 z 30.1ao <br />30.1 o 29.7 29.8 30.0 30.2 30.4 30.5 30.7 30.9 30.9 30.9 30.7 30.5 30.3 30.1 30.0 29.8 zgBpeW <br />E/ o <br />,L90 X00 3p2 SOA 306 30� 309 E/ 3�g 303 307 300 28.97 TC <br />o N o �LZ / i 29.03 TC o 86 soggy <br />O 30.2 zo <br />N W W Lo <br />W\ <br />INSTALL DEAD-END BARRICADE 2 <br />N ��r <br />E/ (FENCE TYPE) PER COL STD PLAN 139 r E/ g A 99 <br />o <br />o 0 F F 30.3 0 29.12 TC 8 B <br />O 0 <br />p z 95 96 N O <br />m c 31.5 31.4 29.18 TC N IN w 30.4 z°ao87 g( <br />D3 <br />= N 2880 <br />G797 98 a 29.28 TC <br />0 6: .. jm <br />D 31.1 30.9 <br />88 N e` <br />003 030.6 30 <br />3( 9 <br />HIGH SIDE LOWSIDE v30.52 P C _ N rnw ail 3pq� <br />LOT LINEHP N N 29.43 TC a� <br />PL CASSIA REET <br />9.99- 0030 ST <br />6' HIGH WOOD FENCE @ PL PRIVATE GATEWAY SOUTH UNIT 2 CONSTRUCT 229' OF 0 . <br />• 03 29.74 <br />2, RETAINING WALL (START) 0.A @30.27 29.981- BC 3- CR EC 29.74 30. <br />5 <br />TYPICAL WOOD FENCING ATOP �� 0030 gC EC BC 89 <br />O � '��� <br />(P) PAD ELEV. 31 GRADING IrL L 29 30.7 <br />STRIP TO EG 2X12 RED WOOD OR P.T. S <br />_-\ TYPICAL ON SITE GRADING STRIP <br />NOT TO SCALE <br />L <br />2' WALL EASEMENT <br />8' MASONRY SOUND <br />WALL (FROM HIGH SIDE) <br />3.33' MAX. RETAINING WALL 9.5' LANDSCAPE <br />BUILDING PERMIT REQUIRED <br />I <br />P PAD <br />(; � LOWER SACRAMENTO ROAD SECTION <br />NOT TO SCALE <br />2' WALL EASEMENT <br />8' MASONRY SOUND WALL -\I <br />(FROM HIGH SIDE) <br />rMEANDERING WALK <br />41-81 I 21-61 <br />P PAD VAR. 5' VAR. <br />3.33' MAX. RETAINING WALL <br />BUILDING PERMIT REQUIRED <br />D HARNEY LANE SECTION <br />NOT TO SCALE <br />cf) DF#2. CONNECT TO POST <br />W <br />J WITH MIN. 2-16D PER BOARD. <br />0_ <br />O <br />PROPOSED PAD ELEV <br />(EX) GROUND ELEV__ <br />EDGE CONDITION: NO RETAINING <br />NOT TO SCALE <br />PRIVATE L GATEWAY SOUTH UNIT 2 <br />TYPICAL WOOD FENCING ATOP <br />O <br />N <br />a <br />� <br />.......x.........29 <br />o <br />2X12 RED WOOD OR P.T. <br />39, <br />a <br />DR# CONNECT TO POST <br />Z <br />m <br />WITH MIN. 2-16D PER BOARD. <br />4X4 RED WOOD OR P.T. DF <br />=_ <br />r <br />#2. POSTS @4' O.C. <br />�aR <br />V <br />V/ <br />PROPOSED PAD ELEV <br />(EX) GROUND ELEV <br />24P POSED <br />- <br />O� <br />VALLEY GUTTER <br />III OF <br />S <br />>; z <br />EMBED POST IN 12" DIA. <br />I: w <br />CONC PIER (30" MIN.) <br />RECONSTRUCT <br />1O <br />OF EX. SWALE <br />N <br />EDGE CONDITION: <br />>w <br />WOOD RETAINING <br />a <br />NOT TO SCALE <br />�L7LTSTll7A 1 94 93 92 91 <br />CONSTRUCT 1 813OF 31.5 31.3 31.2 31.0 I 90 <br />8' SOUNDWALL END <br />1 <br />II:�1 <br />r CONSTRUCT 1,064' OF <br />RETAINING WALL (END) <br />11..1111 I I <br />I'� III <br />X11 <br />1 11 <br />1111 <br />1:;11 <br />I; <br />Vr ( ) D m w N� w N� 30.8 <br />- ri1S� zseO w� ry� w4� m eW 2.29. 0 60 <br />9� 37S 3�3 _ 37 <br />\ 29.94 -- - - - -� -- o--------�_ ' �� NORTH <br />O 30 <br />0025 0 30.82 <br />30 OTS _'riMA M CR -FB -V - <br />r 30.58+te <br />30.12 MA -P - - - - -RIB - - - - - _ cn - - - -• - <br />MA -P �MA-CRN 0.6 - - : ...... N ............................................. <br />........ ....... ... N CRN ...... ............. ..... .. N,............ ......... .... ........................................................... ..................................................................... ...... <br />D- O�i'�+'- 30.89±_ 8+ ..... 31.56 31.47± HARNEY LANE ...................................................................... ....... <br />�.� w 29.79- 30.28± MAS - MA_ 1.4 CRN MA •. <br />CRN <br />O w 8.60± LIP MA 30.28± <br />III Z Q III MA MA -LIP <br />0- - SEE HARNEY LANE CONSTRUCT 229' OF <br />U) DETAIL (THIS SHEET) I I RETAINING WALL (END) USE CAUTION EX. GAS <br />i � d <br />31.5 37S 31.3 37 <br />DEAD-END -- - -- - - - - ------------� <br />PL L/- <br />BARRICADE PER <br />COL STD PLAN 139 CONTRACTOR TO CLEAN ALL DEBRIS FROM EXISTING DRAINAGE STRUCTURE <br />+ <br />29.8+/_ N 29.27 <br />OG TC -V <br />INSTALL 6" VERT. <br />CURB AT FACE OF <br />BARRICADE <br />FOOTING PER WALL v . <br />CONTRACTOR <br />III ,111,,,111,- . .II ,111,,,111,11, <br />1 ELAN STREET STUB <br />SCALE: 1"= 2" <br />MA <br />O <br />N <br />a <br />� <br />.......x.........29 <br />o <br />39, <br />a <br />O <br />Z <br />m <br />D <br />z <br />=_ <br />r <br />0 <br />�aR <br />V <br />V/ <br />III 0 <br />24P POSED <br />- <br />O� <br />VALLEY GUTTER <br />III OF <br />S <br />]4i[n <br />o� 111 28.6 ± <br />I: w <br />oC <br />RECONSTRUCT <br />PORTION <br />OF EX. SWALE <br />4 Q <br />>w <br />I� <br />a <br />Q <br />I� <br />1 co <br />� <br />+i <br />1� O <br />o <br />1 <br />II:�1 <br />r CONSTRUCT 1,064' OF <br />RETAINING WALL (END) <br />11..1111 I I <br />I'� III <br />X11 <br />1 11 <br />1111 <br />1:;11 <br />I; <br />Vr ( ) D m w N� w N� 30.8 <br />- ri1S� zseO w� ry� w4� m eW 2.29. 0 60 <br />9� 37S 3�3 _ 37 <br />\ 29.94 -- - - - -� -- o--------�_ ' �� NORTH <br />O 30 <br />0025 0 30.82 <br />30 OTS _'riMA M CR -FB -V - <br />r 30.58+te <br />30.12 MA -P - - - - -RIB - - - - - _ cn - - - -• - <br />MA -P �MA-CRN 0.6 - - : ...... N ............................................. <br />........ ....... ... N CRN ...... ............. ..... .. N,............ ......... .... ........................................................... ..................................................................... ...... <br />D- O�i'�+'- 30.89±_ 8+ ..... 31.56 31.47± HARNEY LANE ...................................................................... ....... <br />�.� w 29.79- 30.28± MAS - MA_ 1.4 CRN MA •. <br />CRN <br />O w 8.60± LIP MA 30.28± <br />III Z Q III MA MA -LIP <br />0- - SEE HARNEY LANE CONSTRUCT 229' OF <br />U) DETAIL (THIS SHEET) I I RETAINING WALL (END) USE CAUTION EX. GAS <br />i � d <br />31.5 37S 31.3 37 <br />DEAD-END -- - -- - - - - ------------� <br />PL L/- <br />BARRICADE PER <br />COL STD PLAN 139 CONTRACTOR TO CLEAN ALL DEBRIS FROM EXISTING DRAINAGE STRUCTURE <br />+ <br />29.8+/_ N 29.27 <br />OG TC -V <br />INSTALL 6" VERT. <br />CURB AT FACE OF <br />BARRICADE <br />FOOTING PER WALL v . <br />CONTRACTOR <br />III ,111,,,111,- . .II ,111,,,111,11, <br />1 ELAN STREET STUB <br />SCALE: 1"= 2" <br />MA <br />O <br />N <br />a <br />� <br />.......x.........29 <br />7 .. ................ <br />D <br />LIP'S <br />O <br />Z <br />N <br />D <br />z <br />=_ <br />r <br />0 <br />�aR <br />V <br />V/ <br />Z <br />24P POSED <br />- <br />O� <br />VALLEY GUTTER <br />�R� <br />V <br />S <br />]4i[n <br />o� 111 28.6 ± <br />U) III MA -LIP <br />RECONSTRUCT <br />PORTION <br />OF EX. SWALE <br />a <br />1 HAKINtYLAINtUtIAIL <br />SCALE: 1" = 20' <br />Duo0- <br />z <br />O <br />J) <br />Lu <br />W <br />01 <br />O <br />z <br />p <br />a <br />O <br />N <br />a <br />� <br />N <br />O <br />N <br />o <br />D <br />`Z <br />r <br />O <br />Z <br />N <br />D <br />Z <br />=_ <br />r <br />0 <br />�aR <br />V <br />V/ <br />Z <br />Q <br />W <br />�R� <br />V <br />S <br />> <br />.0 <br />a <br />>w <br />a <br />z <br />� <br />D O <br />o <br />J <br />p <br />a <br />J)o <br />F <br />oN <br />Qa <br />Q <br />w <br />° <br />o <br />F_ <br />Q Z <br />O 1 �wW m 0 0 <br />��o ?�o) <br />CC cc a) o <br />J aaiQAtrO C 05 <br />Lu Lu LL ��� <br />Z <br />Orn <br />Y a� o a 3 <br />p' 7 �rn0 3 w <br />OLu �¢wxxQ�xaU) <br />V 2 LL Wco <br />_ J N O d <br />Vm N J w <br />a <br />N+ w <br />RECONSTRUCT PORTION <br />OF EX. DRIVEWAY AND QROFESS/pyq <br />_ CONFORM TO EX. GRADE h��o bpd EAVfySpy�yc <br />0 <br />..aP� MA m No. C54088 � <br />21 <br />cJ.............. * .L 12 (p 7 210 <br />30.28+ <br />$` lq CI 1L <br />OF CA`\�0 PRINT DATE <br />5/24/2021 <br />MCR ENGINEERING, INC. PLAN SET <br />z <br />MCR <br />1242 DUPONT COURT D197 <br />� �* � �„ SIEETNo <br />-� �, MANTECA, CA 95336 <br />ENGINEERING TEL (209)239-6229 09 <br />FAX ( 209) 239 - 8839 DR-INGN <br />N <br />O <br />2 <br />D <br />`Z <br />r <br />O <br />Z <br />N <br />D <br />Z <br />=_ <br />r <br />0 <br />�aR <br />V <br />V/ <br />Z <br />Q <br />W <br />�R� <br />V <br />