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NOTES.• <br />WALL CONTRACTOR SHALL SUBMIT STRUCTURALCALLS AND DETAILS TO BLDING <br />de <br />FUTURE PHASE 2 00,PROPOSED PHASE 1 FOR APPROVAL PRIOR TOHCONSTRUCTION OFTWALLS <br />e� AND RETAINING WALLS NOTE <br />a e <br />ANY EFFECTED UTILITIES SHALL <br />o° INSTALL 20 L.F. 6' HT. MAO RY W ADJUSTED TO ACCEPTABLE <br />°o- ? ^ INSTi�LL 80 L.F.6 HT MASONRY WALL <br />d ° ° INSTALL 756 L.F. 6 HT. MASONRY WALL e^ CLEARANCES <br />e e e 0^ e^ ^------- _ <br />^�-----a---- - ^ a0 --��° EXISTING BARRICADE <br />^ - --- - -^� --- - - ee <br />0^5 6� B� �� �1 �� ? 6 6 1 1 y e^5 �^ a e^^- 0^ MEET &MATCH EX. ROADWAY <br />0 a 0 0 a1' 01 01 a1 h 1 1 ° 1 1 A 16 a1' e �1 ° <br />e^ d � �^o EX. GRAVEL ROADWAY <br />�a 20' ACCESS °p ----- <br />EASEMENT <br />e <br />70 69 68 67 66 65 64 63 62 A 11 10 9 8 °/ 6 5 4 3 S III ------------ <br />7 1 87 4 872 87.1 87.1 872 18741 87.6 87.7 87.5 87.3 87.3 87.5 87.5 87.4 872 2 1 <br />88.3 88.1 877 INS L 50 L.F. EiARRI E 872 87.4 87.6 0^2h u�em <br />0 PER S.J. COUNTY SID. DWG R-24 <br />� m � � e <br />�^'�� �^"�h �� ��� �'cS � 0^? cS6' �^,y9 �6' ry^ w' �^`L� `oi �^ ° S� �^ d • � �.6' ^ �^ d` � �aD� 'q 8� ^h <br />85.44 85.38 Tc <br />EC14+00 C.B.I - 15+00 .0025 16+00 mo .0025 <br />L +a H. VISTA fe+ao .0025 f:r+an x.0025 0025 s sj <br />0025 13+00 0 - _ - <br />0066_ z+oo B, C. 0025 -i - C.B. 21+00 -_ <br />86.79 86.67 +00 .0025. 85.64 85.48 85.48 5.97 7 0025_ + GB - ��� h1 P, 2P� C?� <br />0025 <br />10 oo Hp- E.C. 85.96 <br />86J LIP 36 .0025 F zs+o0^. <br />.� � ` \ it ^ 0^dl f� 0 <br />^ ^ l <br />N <br />ACCESS EASEMENT <br />80' <br />PROPOSED 6' MASONRY WALL <br />I <br />PROPOSED CURB, GUTTER, <br />AND SIDEWALK <br />e^2 9u ^ ti 09 1 II II`� III ^d" h � °� 56 <br />126 133 e 12 ti 29 30 p a <br />r\ 89 86.7 •� 86.8^ e^p`' e�9 ^,xe^ 87.0 'e 86.7 ee e^P <br />72 b 87.6 �_� _ � � _ �_� o^ � x 00 0^' �0' <br />ID <br />- - <br />a78 q o -- �- �I II Ir -----I -� � 51 /� <br />0^'� T q <br />m l TALL 333 L.F. RETAINING WALL --,,4,,879 i° III LEGEND: III 011 �o°^5^ 10ani a1 R9 0 ^°�h�d° tih III ^ti <br />ol 91 100 7 VIII II II 13 13 28 31 �- 1 $ I �p <br />,� ^ •� 6• .yh CURB, GUTTER Q' SIDEWALK <br />B o 88 871 870 87.42 872 86.6 �`?a 0^ 16 EXISTING <br />h ^ �� CATCH BASINRB, GUTTER &SIDEWALK <br />^^ 73 oe °^ 88.0 ^ �^ ,h ( // �^ A\ a^; ° �^ ^ 49 a EXISTING EDGE <br />88-0 h �� - t - - e e 86.6 +^ 52 ^h d` °41 OF PAVEMENT <br />N fi til h <br />56 s 1 n �� 1h 1 88.4 <br />92 h 101 h Iv �, �l 14 O7 32� a 1 iii .0043 <br />ti a DIRECTION OF FLOW & SLOPE <br />loz�74 <br />87 87.3 87.3 12 y� �v N P 6 /� ��� 0020 + 7 ¢ e0 87.4 86.5 48 `�9 1 Cp 1� III °^ <br />88.2 ^\ g6 8 /� e 86.4 ^ x ^ p p6 25.36 TOP OF CURB ELEVATION <br />�� ° III <br />�S �� 5 I I \ \ s-' a e `ps 53 3.1 GRADING STRIP <br />o �� T �� se° a� ^ as 1 a do 88.4 <br />8 e6�h 6 v e 0� e m^� 0^� ti i ^ e^� e^ e^� ° l h _w.� LOT LINE TOP OF CURB ELEVATION <br />86 93 102 I .�� �� I I 15 26 33 h a• ° IIII ^ 4% <br />�0 875 875 r P J 87.5 Q 87.6 B6.6 47 M�6 MASONRY WALL / RETAINING WALL <br />ro <br />75 <br />88.2 88.2 q ' L _ . Z 86.7 a�0 III STD. BARRICADE <br />�j ga a �� 1 i n N �s� all si tt OI 54 �6h 0^,° ii ibh^ <br />^@�� e6�� �6 �6 �? o� 05 0 e° 6 o S� 25 34 �e �s �� 11 88.2 BASE OF WALL ELEVATION <br />Q �� 94 �^ e� e6�03 , ---- °ti d� 16 ^ 46 0 <br />J 85 o 0^ 87.7 a 0^�tih <br />W 87.7 87 7 0 0 00 �, 6 EXIST. GROUND ELEVATION <br />7V 88.2 Q o 10 0 �6 87.1 ti^ s b ti °0 . <br />88.2 0 o^ a� Cd p° n <br />Q 8�� a `O V � EX. I. C. EXIST. TOP OF CURB ELEVATION <br />d� 9 1 / 1 1 / 2 y° 00 g °� a19 s ah g ss 55 25.36 <br />1' s 88.3 <br />�0 rn X02 0 �6" M P 6 87.0 87.0 �^-° 1 7 35 � o a oscD <br />77 95 <br />84 104 67s �67s 075 0� 45 ^� 0 <br />hd 88.0 hti 88.0 00 87.,9 00 87.9 �REAR LOT LINE <br />e6 h e� <br />0a BUILDING SET BACK UNE / <br />c' �cP k 8� 1 85.15 a 0° cd �s 0e�� j��,j sem` �e dog �^ ,y9 V <br />1 10 85.30 8s�o 18 w 36 c�4i sw,h e^. �' S6 ^ 0^ ^ FRONT LOT LINE I <br />83 9 6 0 105 872 0 1 /j 88.1 2� 88.0 44 88.7 BUIL DING <br />0 88.1 88.1 �° a7. o ,d - 88.0 <br />N 87.8 5\' <br />k <br />Q-) <br />57 e1 cn <br />� 5 cp w <br />e d� A 86 d ��6 6 N �6 5 ^� 85 ss ^ti �� $ s as ��p h <br />6� a 06 ^ ao 0$ e° °ro h° ° do 3 37 ^°^ 43 �^ 89.1 <br />79 0 0 82 97 1 06 109 ° ^" 86.55 e ^. V ° ° CURB, GUTTER &SIDEWALK <br />0 0 1 14 e a 19 e` 22 8.5 1 V 88.4 h FINISH LOT GRADING TO BE DONE BY <br />872 88.3 6P• 86.55 88.3 ° 0^2 ^ 0= it �^ HOUSE BUILDER, WITH HOME CONSTRUCTION <br />87.6 87.7 88.3 88.3 87.4 O 0 j <br />p a1rO Illi LOT GRADING DETAIL <br />`per 9� 8� 1 po �1 8o j 8� 66 _ �� 0� e^�� �h �° h 42 �� 5U h�� ° N.I. .6, of �6 -� 8 'v 5' 1 15 0 <br />v n 8 Q 87.4 a^� 88.9 89.5 e 0e �0 <br />tih 80 �mm� 107 F 38 ^ <br />e6 ���� d^ 8/ 98 �z d�108 h 20 21 <br />87.2 666� 87.9 183 m OV6"�0 88.5 s 8 NOTE.- <br />Ci <br />87.9 e66� 872 ti° e�0 6� 0 88.5 88.5 w s� 9 a PLACE 1'-O" FILL (COMPACTED <br />�6. �0- e^6 s� �s ^"^ ti d THICKNESS) AT BUILDING PADS <br />5 0 s e 59 e e° SCARIFY AND RECOMPACT EXISTING GRADE <br />86.38 ,0025_ 86.14 86.14 0025 86.61 86.65 86.16 86. 15 86 44 ae, as a,' 41 a 9 DANIEL STREET TO 90x COMPACTION. PLACE F/LL /N <br />m 11+00 2 12+00 f 13+00 14+00 g 15+00 .0025_ 16+0o n+� 18400 C e^ 9.3 89'9 Vo"SAYER$ AAlO COMPACT TO oI <br />COMPACTION. (WHEN THE LOT5 ARE <br />-- + <br />0025 _ C. B. 0025 H. P. 0025 C. 8 004 6 e^ o esti eti e <br />86.02 �' 86.74 ANGEL O DR1 VE - 86.02 40 �° a^ e q� ^ DEVELOPED) <br />e INSTALL 299 L.F. 6' HT MASONRY WALL 8� °o �� ep e e6 <br />0 0 <br />`L ti 0� h� h0 '7 ti 5 � '`� 9" .� � e q I <br />e6ti 8 00. e 00 V 00. 00 0�. �0 �0. ° e^ 6 40 e^�0 <br />6 6- PL <br /><e .e ee e66d 6�6 .e 6'^ � 1� � 897F90.21 <br />a e 8 ZO EG Ci e^p9 6e w 9111 <br />1.5' MIN. <br />CO <br />e° <br />125 124 123 122 121 120 119 118 117 116 'd°� e9 Mi0e0 <br />^ <br />87.9 87.7 87.7 87.9 88.0 88.2 88.2 88.0 87.9 87.7 e\'h d �P� 0 O� PAD 1 <br />O h <br />39 61 lid 2 <br />g 00 02 0? $2 00 g o e ^^ g p ry 90.0 so 90.2 - ��'�^ <br />h" Me 0 °^ 0 ho 6 0 0 0 oh 0 °d a 0 h <br />'b ° x e `L 0' �0 <br />'0' LESS THAN 12" ?! <br />C, SCALE 1 �� = 60' a ,4) <br />ro = z � � <br />INSTALL 200 L.F. RETAINING WALL <br />CEMETERYe^ h� °` 6 NOBACK LOT GRADING <br />06A a^ryd e6 o- �^ `e^ e � � eo TES• <br />o " A 1. ALL GRADING SHALL COMPLY WITH 1994 U.B.C. CHAPTER 18 <br />SOLID /yIASONARYlvA�G e �� _/ a!, !40 AND APPENDIX CHAPTER 33. <br />APPRROWD BY �Ipl Ntrv✓�/ 2. NO SLOPE SHALL BE STEEPER THAN 2 HOR. TO 1 VERT. <br />SANJOAQL(/N CallIlrY CO W( -11N1 rY nfVZ1-VRI N7- DZ-R4k 1WEA1r aq J. REFER TO GEOLOGICAL INVESTIGATION REPORT BY <br />yq ��% t?LtaC 6-8`99 KLEINFELDER, INC. (12/16/98) TO DETERMINE LOT GRADING, <br />SITE PREPARATION AND FOUNDATION RECOMMENDATION. <br />BEN HULS DIkECTOR DATE <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />4heo /99 <br />GENE AL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />GRADING PLAN <br />FLOR RANCH <br />UNIT NO <br />LINDEN, <br />.1 <br />CALIFORNIA <br />REVISIONS <br />NO. DESCRIPTIONS DATE APPROVED <br />"A -BUILT 12�22••9�1 <br />W M miflManDo(ppla <br />■ PLANNING • ENGINEERING • SURVEYING <br />$22 Sen West Place • Manteca, California 95337.4347 <br />12091239.8229 FAX 12091239-8839 <br />JOB NO. 98105 <br />DATE APRIL, 1999 <br />SCALE AS SHOWN <br />DR. BY PH <br />CK. BY JR <br />FILE 98105\FR-GRADE <br />SHEET <br />NUMBER <br />5 <br />OF 21 <br />