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N. yh <br />GRA VMA AIN ay 1a 5 1k ,a e y av o $6 0° , g •� . . - - - � 1 - - - - �1- <br />y <br />NOL �RAIV �� g. 1 9 <br />11b '6 �' <br />f I' - DETENTION POND I RETENTION POND <br />f RETENIQN POND i ��ti RETENTION POND (SEE NOTE 3) - (SEE NOTE 3) <br />RETENTION POND 6 6* <br />o I (SEE NOTE 3) } (SEE ,NOTE 3) ; I � = � (SEE NOTE 3) <br />Lor <br />LOT 4 5.0 AC. GROSS 6� <br />I a'I I 1LOTl LOT .3 �Ak f 5.O AC. GROSS <br />LOT ? 5.0 AC. GROSS 5.0 AC.. GROSS <br />FILTER ROLLS 3 5.0 AC. GROSS ~ ti ¢ ¢ 91� aI �• <br />\ N I f <br />SHALL BE PLACED AT <br />�rONTAGE <br />NT ROAD ALONG ENTIRE J A 1 f PAD <br />PAD OF SUBDIVISION $1 PAD �9aa1 \ \ g5 ELEVATION ` ELEVATION sg� <br />N'I ti' ELEVATION SAD 6A 1 r a1 1 (SEE NOTE 1 } ,� <br />I w a t� (SEE NOTE 1) $$`' ELEVATION - - f - T .�� (SEE NOTE 1 ) <br />2$' (SEE NO 1) <br />1 j cl: PAD <br />a� <br />I � ELEVATION <br />I <br />(SEE NOTE 1) � , SEE TYP. SECTION FOR DITCH DETAIL _ <br />� <br />,y .4` & NOTE a' <br />- - _ - - - BERM TYP. ` <br />I SEE TEMPORARY DITCH DETAIL I ,g � _ J SEE DETAIL THIS SHEET - 10' P U E GRIFFITH GATE NE (PROPOSED PUBLIC <br />- - - _ - g1' ,- - <br />&NOTE -THIS SHEET - - - - I. J - 1 - - $ 6 - -DITCH <br />-*41 <br />O'ERNEAD aQWER L NE ��_ - - - 1� � h _ - <br />Lr, <br />DITCH <br />l `` -- - - - - - - - - - - - - - - -- <br />r, �$�' _ ,P - . ------ DITCH <br />�------- - A- - <br />P -------_------- LOCATION OF� <br />D[TCH10 <br />BERM TYP. �O' P. U.E. R -VALUE TEST <br />SEE DETAIL THIS SHEET <br />�N -DITCH <br />a1 a6 4' t <br />SEE DITCH DETAIL f PAD <br />�+ $�bg 8r+1NOTE -SHEET 4 ELEVATION 1 <br />(SEE NOTE 1) PAD aka PAD <br />-- PAD ! i ELEVATION I ELEVATION <br />r �,°'� - EVATTON 6 w J (SEE NOTE 1 } (SEE NOTE 1 } a1�y <br />PAD (SE NOTE 1) 4 4 A <br />a1 <br />ELEVATION <br />I 4i 6� rygti (SEE NOT&`)) <br />t� a <br />III 'iv� LT R$tO �aa 1 5.0 AC. GR?OS� e1g� I�$' a1 ti j _ LOT 8 <br />3 <br />$ 4 N l Loi f 0 6 1 LOT 9 ay' S.0 AC. GROSS <br />1y <br />III ~S 'HALL BE PLACED AT �' r ?5.0 ACGROSS <br />.. <br />II � 1 61 .s � 5.0 AC.I GROSS � � A � <br />JAHANT ROAD ALONG ENTIRE <br />FRONTAGE OF SUBDIVISION L 1 ti L <br />$ 5.Q AC. GROSS RETENTRON POND RETENTION POND <br />- LRETENTION POND - RETENIYON POND r - (SEE NOTE 3) (SEE NOPE 3) .� <br />(SEE NOTE 3) (SEE INOTE 3) r�A� 1ti v1. <br />1ILtORETE <br />I N PONDOT 3) ��TM�a$rya �y� �ryp 6_4 B1 ry6 1b �,a 6ti ��• °y 1. a°. all a1' 1. <br />91 <br />1 �1�9 <br />�646. 6 <br />r <br />b- - - - - - 6� '� ay 6a' y oy 1 A� eaAy �y <br />15 1", <br />$ HACIENDA # DRIVE � e ��-� � � Ah -I� A+ <br />`` ` yry81k �Jp <br />30' <br />R E V I S 1 0 N S <br />D E S C R I P T 1 N <br />a <br />SCALE- 7'"- 100' <br />1411 <br />APN 007-340-08 <br />I. N. 88101757 <br />FERNANDES <br />I � <br />007-330-07 ` z �k' <br />\ fh APN 007-330-06 <br />D.N. 2002-225859 <br />CABEBE D.N. 2003-220945 <br />� COOK <br />� o <br />c� <br />z <br />k <br />91� CP <br />•$A1 <br />SEAL <br />)FESSi <br />p M.( <br />NO. 62009 <br />EXP. 9/30/2045 <br />9rE CIVIL ��P <br />ANTONIO M. CONTI - CIVIL ENGINEER <br />P.O. BOX 1395 <br />WOODBRIDGE, CALIFORNIA 95258 <br />A. M. CONTI, CIVIL ENGINEER <br />PHONE (209) 475-0970 <br />DATE: <br />R.C,E. N0: 62009 <br />EXP. DATE: 9/30105 <br />as � <br />RETENTION DPO�NqNOTE <br />� _ 1ti9,pr 0 � yy •a1• <br />i <br />5.0 /AC. GROSS <br />� 1,e <br />/ cn <br />. qA <br />g1 PAD <br />1 - ELEVATION- - - - -- - - <br />L e � eti <br />(SEE NOTE 1) <br />6q I • I <br />TEMPORARY ROAD <br />R/W EASEMENT <br />SEE NOTE ON SHEET 1 <br />. o W <br />10' P.U.E. ^ -°6/1s' Q �1 <br />---- f Q�o <br />\ I , <br />1 <br />TEMPORARY ROAD <br />R/W EASEMENT <br />SEE NOTE ON SHEET 2 <br />PAD _ f <br />ELEVATION <br />- (aE- NOTE -1�- _ <br />J I <br />LOT 7 I <br />6� <br />$1 5.0 AC. GROSS $16 11 <br />ti <br />Dry 6 <br />1. <br />RETENTION POND \ ,, <br />(SEE NOTE 3) <br />010 <br />1hk Ag 01 y011p # e1 0^'� <br />A7 Ak <br />01 01' <br />APN 007-330-05 <br />D. N. 2003- 05J21 9 <br />MEDINA <br />aa�+�� <br />'S9 <br />$1• <br />1A <br />I^ <br />0 <br />•a1 A6 <br />'6" <br />Q <br />1 0 <br />I <br />b <br />� �.+ • k �q* <br />��' <br />:a <br />� 006 $16 <br />01A6 <br />FLOWLINE OF DITCH <br />FLOWLINE OF O.ITCN <br />FLOWUNE OF D17CH <br />1 <br />at <br />1 <br />1 <br />1 <br />1 I <br />1 <br />f <br />' • 00 <br />� � <br />1+ <br />� X00 0g 1 <br />o} bl <br />APN 007-340-11.1 <br />_ <br />�1 <br />I <br />L N. 01007414 A pWLINE OF Duck <br />TA YL OR ,, r ay9y ,$ <br />$���y <br />$1a��1ti <br />as � <br />RETENTION DPO�NqNOTE <br />� _ 1ti9,pr 0 � yy •a1• <br />i <br />5.0 /AC. GROSS <br />� 1,e <br />/ cn <br />. qA <br />g1 PAD <br />1 - ELEVATION- - - - -- - - <br />L e � eti <br />(SEE NOTE 1) <br />6q I • I <br />TEMPORARY ROAD <br />R/W EASEMENT <br />SEE NOTE ON SHEET 1 <br />. o W <br />10' P.U.E. ^ -°6/1s' Q �1 <br />---- f Q�o <br />\ I , <br />1 <br />TEMPORARY ROAD <br />R/W EASEMENT <br />SEE NOTE ON SHEET 2 <br />PAD _ f <br />ELEVATION <br />- (aE- NOTE -1�- _ <br />J I <br />LOT 7 I <br />6� <br />$1 5.0 AC. GROSS $16 11 <br />ti <br />Dry 6 <br />1. <br />RETENTION POND \ ,, <br />(SEE NOTE 3) <br />010 <br />1hk Ag 01 y011p # e1 0^'� <br />A7 Ak <br />01 01' <br />APN 007-330-05 <br />D. N. 2003- 05J21 9 <br />MEDINA <br />aa�+�� <br />'S9 <br />$1• <br />1A <br />n9 <br />01, <br />0 <br />•a1 A6 <br />'6" <br />CORD DRAWING <br />Correations By <br />No Changes By Af rro,v <br />Date o r <br />$ Any Person Using This Drawing Should Verify <br />All information By Ins acting The Site Of Work <br />�t <br />1 <br />[No <br />R/W <br />LEGEND: <br />.ab•k <br />GROUND ELEVATIONS <br />V` PROPOSED DRAINAGE FLOW <br />CONTOUR LINES <br />UTILITY POLE <br />DRAINAGE FLOW <br />NOTE: <br />1. PAD ELEVATIONS TO BE DETERMINED AT TIME OF BUILDING PERMIT APPLICATION <br />PROCESS. <br />2. EACH DRAINAGE RETENTION POND IS IN APPROXIMATE LOCATION TO BE <br />DETERMINED AT TIME OF BUILDING PERMIT APPLICATION. <br />3. PRIOR TO FINAL OCCUPANCY, EACH LOT OWNER SHALL CONSTRUCT <br />A DRAINAGE RETENTION POND (OR PONDS) SO AS TO ACCOMMODATE STORM <br />DRAINAGE RUNOFF. ALL PONDS SHALL NOT EXCEED 18 INCHES IN DEPTH AND <br />DUST CONFORM TO SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS, LOCATION <br />AND DEPTH OF THE POND(S) SHALL APPEAR ON THE GRADING PLAN OR <br />BUILDING PLAN AS SUBMITTED TO THE SAN JOAQUIN COUNTY BUILDING <br />DEPARTMENT FOR APPROVAL. THE GRADING of EACH PARCEL SHALL BE <br />DESIGNED, GRADED AND MAINTAINED TO RETAIN ALL IRRIGATION AND STORM <br />DRAINAGE (INCLUDING GRIFFITH GATE LANE AND/OR JAHANT ROAD DRAINAGE) <br />ON SITE. <br />4. EACH LOT OWNER IS RESPONSIBLE FOR THE UPKEEP AND MAINTENANCE <br />FOR SWALE AND RETENTION POND. <br />5. EACH LOT SHALL HAVE A DITCH TO RETAIN THE RUNOFF WATER FROM ROAD <br />AND A SWALE TO DIRECT THE RUNOFF WATER FROM DITCH PLUS SITE TO DRAIN <br />IN RETENTION POND. SWALE AND POND TO BE DETERMINED BY EACH LOT <br />OWNER AT TIME OF BUILDING PERMIT APPLICATION. (SEE DETAIL THIS SHEET). <br />'g 6. ALL GRADING SHALL COMPLY WITH 2001 C.B.C. CHAPTER 18 AND APPENDIX <br />CHAPTER 33. <br />7. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. <br />8. REFER TO GEOTECHNICAL INVESTIGATION REPORT BY NEIL ANDERSON & ASSOC., <br />AUGUST, 2004 T4 DETERMINE LOT GRADING, SITE PREPARATION AND FOUNDATION <br />RECOMMENDATION. <br />9. ANY CONSTRUCTION ACTIVITY THAT RESULTS IN THE DISTURBANCE OF AT LEAST <br />ONE(1) ACRE OF SOIL SHALL REQUIRE A STATE NPDES PERMIT. <br />DITCH <br />R <br />5 5 <br />MIN. MIN. <br />I <br />j <br />BERM <br />I <br />TYP. SECTION <br />5'5' <br />MIN. MIN. <br />w <br />J <br />V) <br />R <br />PLAN <br />BERM DETAIL <br />NOT TO SCALE <br />JOB NO. 04005 GRADING PLAN <br />DATE 11/29/04 <br />DESIGN SJG GRIFFITH G LANE <br />DRAWN SJG <br />CHECKED AMC SAN JOAQUIN COUNTY, CA <br />1.5' MAX. <br />DITCH <br />ROCK SLOPE PROTECTION PER <br />CALTRANS STD. SPECIFICATIONS <br />SEC. 72 METHOD B PLACEMENT <br />SEE NOTE 4 & 5 ABOVE <br />SHEET <br />5 <br />OF 5 SHEETS <br />