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LEGEND: \ \\\ <br />46,36 EXISTIN6 GRADE <br />42.8 iL PROP05EP GRADE \ <br />30' PRIVATE ROAD <br />\ P/L. <br />\ \ \ VARIABLE 5' 10' ¢ 10' 4 <br />// PLACE 18"xbO' CSP (0.0741" THICK) PLACE 12"x20' CSP <br />,PL�GEJ�OGJ�RRPA6 INLET INV 43.00 a (0.0141" THICK) \ 40 3 3 <br />CQ 50' PRIVATE OUTLET INV 42.80 INLET INV 44.80 40' PRIVATE DRAINAGE EASEMENT <br />a OUTLET INV 43.010 \ 1.5' MAX <br />,fi!1V�41.QG - - 430.01- - DRAINAGE EASEMENT - - - \ 10:1 MAX <br />- �L 4341_4141' PLACE 5' TEMPORARY EARTHEN BERM (2:1 SIDE SLOPES) 8%1/ <br />See Spee% C -1W43 36 42.6 42.6 4750 <br />\ 5=0.095 Z:\ MPX <br />43.00 6,45 \ 8" A.B. OVER b" <br />E E STI " RG WI Fi. 43.00 r� \ <br />(O.O xl�l01" T IGKI I Q a 98 RAMP DOWN AT 6,0 \ \ COMPACTED SUB6RADE <br />I (R.G.=41595) <br />4:1 (TYP) ALL GATES \ S FEG T 1 O N A- A <br />fA PLACE 12' GATE WITH LOCK 47 LACE b' CHAIN L K FENCE `4 I <br />(ALL FOUR SIDES) Q NO SCALE 4531 12 45.61 45,86 4611 dJ 4636 4661 4690 0:�' • <br />n L IIQ-1 A 13 ' \ O <br />PRIVATE 6 / \~ \ Y <br />�m <br />1 DRAINAGE EASEMENT \y \ P/L <br />NOTE:�\ 01i <br />43.64 4517 PLACE b' GL FENCE SLATS / `� - / \ 2� 50' PRIVATE DRAINAGE EASEMENT <br />4652 AT ALL FOUR SIDES OF BASINS i i •� 8' 241' 8' 5' <br />Z 4545 4570 4595 1 44615 I 4640 46.653841011 46.90 4715 <br />47.40 47,68 \\- 9 <br />\� <br />4 0 40' PRIVATE \� <br />I Q DRAINAGE EASEMENT \ \ <br />$ I I II J \ �j�►y <br />G n 4547 1 1 4576 46.01 46?5 4650 414 4699 47.25 <br />4750 47.76 48,01 \\ <br />A " n A \ \ 13 <br />I 4521\�S \ <br />43,81 0 kZ G \� \ 99 <br />45,48 404.412' 45.75 <br />Iku <br />Lu <br />��J11 <br />Q45 29 <br />z zn <br />Z 4� <br />iL 4550 10 <br />W 4572 <br />I 4 29 <br />45,49 aS 7e <br />\ <br />1 10 <br />46,04 4630 46.55 414.411' 47.05 47,30 fPLACE 12' x36' CSP <br />\ <br />4681 <br />(.0"141 THIG 47.80 48,05 \ <br />47.57 / AUJI <br />\ <br />/ \ <br />\�\ s <br />46.00 46 25 46.54 15 47,04 47,29 \ <br />$ <br />NOTE: <br />46 79 47.54 47 79 48.04 4829\ 8 \ <br />ry ry LOT PADS TO BE CONSTRUCTED U) <br />AT TIME OF BUILDING PERMITS. I ry 4� \1 <br />N <br />46,05 I '4 301 4661 47,11 47.33 �N�' � <br />44,254369-- - <br />- EXIST STRIPING <br />� - - - - <br />NOTES: 5PIE55 <br />1) ALL 6RADIN6 SHALL COMPLY WITH I4lg4 U.B.G. CHAPTER 2q <br />AND APPENDIX CHAPTER '70. <br />2) NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO <br />I VERTICAL. <br />3) REFER TO GEOTECHNICAL INVE5TI6ATION REPORT BY <br />NEIL 0. ANDER50N E ASSOCIATES INC. (b -Ib -415) TO <br />DETERMINE LOT 61RADIN6, 51TE PREPARATION 4 <br />FOUNDATION RECOMMENDATION. LOCATION OF TEST HOLES ARE AS <br />REVISIONS <br />DESCRIPTION DATE BY <br />W <br />414.411' 47.61 47.80 4805 � \ <br />W ?6\N <br />46. 4i l �� <br />4650 47.00 47,25 <br />1 6 <br />6.74 <br />47,51 47,78 <br />3 5' 4 <br />PLACE 12"X36' G.S.P. <br />EXIST. DITCH ' ! (.Oiq" THICK) <br />26.44'10' P.UE. C465807. <br />2201.70' -7'17 12 <br />7a7,12 R=1200 <br />5PIE55 RANCHO <br />UNIT NO. 2 <br />PLACE 12"X36' G.5.P. <br />(.07q" THICK) <br />EXISTIN6 CENTERLINE MONUMENT <br />CONSTRUCTION BENCH ELEV. 41.12 <br />5=0.095 <br />SECTION 15-5 <br />NO SCALE <br />P/L <br />60' PRIVATE DRAINAGE EASEMENT _ <br />40' <br />VARIABLE <br />5=0.095 <br />4' 3' <br />2� <br />SECTION G -G <br />/ LOT LINE <br />VAR. VAR. <br />SFmGTION i7 -O <br />NO SCALE <br />I <br />J R=150' MIN. <br />LL/ <br />t- <br />5=0.1095 <br />O <br />7 *rf= I GAL LOT 6RA=1 I NG <br />JOB NO. 9957OP13 <br />BENCH MARK: ELEV.: 47.12 DATE : <br />SCALE HORIZ. 1"s60' <br />DESCRIPTION SCALE VERT. <br />CENTERLINE MONUMENT ON DRAWN <br />SPIESS ROAD, 229.70 EAST DESIGN <br />OF MANUEL SILVA COURT CHECK <br />F.mniiF.o i rm pini i n ' VI v GlvblllrGGn <br />5355 SOLARI RANCH ROAD PHONE (209) 931-1375 <br />STOCKTON, CALIFORNIA 95215 <br />� - DATE: 57- a 9- o f <br />iR.C.E. NO.: 15372 <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-0$' <br />SPIESS RANCHO UNIT NO. 3 <br />SUBDIVISION IMPROVEMENTS <br />GRADING PLAN & MASONRY (SOUND) WALL <br />SHEET <br />OF 5 <br />FILE NO. 99570P13 <br />� <br />a <br />oa <br />12'12' <br />- <br />lfi <br />Z <br />60' PRIVATE <br />DRAINAGE EASEMENT <br />I <br />45,73 <br />46,01 <br />46 <br />5 <br />I <br />O <br />45,50 <br />J <br />" <br />Ul <br />�" <br />U <br />N <br />43.42 <br />45.14 - <br />PLACE 12' GATE <br />' <br />I <br />h <br />WITH LOCK <br />10' P.0 E. 45.67 <br />28.13' <br />a6 <br />3 <br />INV. 41.20 <br />- 4625 <br />44,254369-- - <br />- EXIST STRIPING <br />� - - - - <br />NOTES: 5PIE55 <br />1) ALL 6RADIN6 SHALL COMPLY WITH I4lg4 U.B.G. CHAPTER 2q <br />AND APPENDIX CHAPTER '70. <br />2) NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO <br />I VERTICAL. <br />3) REFER TO GEOTECHNICAL INVE5TI6ATION REPORT BY <br />NEIL 0. ANDER50N E ASSOCIATES INC. (b -Ib -415) TO <br />DETERMINE LOT 61RADIN6, 51TE PREPARATION 4 <br />FOUNDATION RECOMMENDATION. LOCATION OF TEST HOLES ARE AS <br />REVISIONS <br />DESCRIPTION DATE BY <br />W <br />414.411' 47.61 47.80 4805 � \ <br />W ?6\N <br />46. 4i l �� <br />4650 47.00 47,25 <br />1 6 <br />6.74 <br />47,51 47,78 <br />3 5' 4 <br />PLACE 12"X36' G.S.P. <br />EXIST. DITCH ' ! (.Oiq" THICK) <br />26.44'10' P.UE. C465807. <br />2201.70' -7'17 12 <br />7a7,12 R=1200 <br />5PIE55 RANCHO <br />UNIT NO. 2 <br />PLACE 12"X36' G.5.P. <br />(.07q" THICK) <br />EXISTIN6 CENTERLINE MONUMENT <br />CONSTRUCTION BENCH ELEV. 41.12 <br />5=0.095 <br />SECTION 15-5 <br />NO SCALE <br />P/L <br />60' PRIVATE DRAINAGE EASEMENT _ <br />40' <br />VARIABLE <br />5=0.095 <br />4' 3' <br />2� <br />SECTION G -G <br />/ LOT LINE <br />VAR. VAR. <br />SFmGTION i7 -O <br />NO SCALE <br />I <br />J R=150' MIN. <br />LL/ <br />t- <br />5=0.1095 <br />O <br />7 *rf= I GAL LOT 6RA=1 I NG <br />JOB NO. 9957OP13 <br />BENCH MARK: ELEV.: 47.12 DATE : <br />SCALE HORIZ. 1"s60' <br />DESCRIPTION SCALE VERT. <br />CENTERLINE MONUMENT ON DRAWN <br />SPIESS ROAD, 229.70 EAST DESIGN <br />OF MANUEL SILVA COURT CHECK <br />F.mniiF.o i rm pini i n ' VI v GlvblllrGGn <br />5355 SOLARI RANCH ROAD PHONE (209) 931-1375 <br />STOCKTON, CALIFORNIA 95215 <br />� - DATE: 57- a 9- o f <br />iR.C.E. NO.: 15372 <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-0$' <br />SPIESS RANCHO UNIT NO. 3 <br />SUBDIVISION IMPROVEMENTS <br />GRADING PLAN & MASONRY (SOUND) WALL <br />SHEET <br />OF 5 <br />FILE NO. 99570P13 <br />