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20 <br />Q <br />OC' <br />n � <br />b <br />pF 0 <br />09 n <br />4 <br />09� I <br />t <br />.IR - <br />"IF <br />•pi <br />ROAD <br />FLOWLNE OF DIICN1 <br />FLOW(fNE OF 0/TCN ",F) <br />O W <br />09� E051 O b019gT0� 09'0 <br />� I <br />114 0' <br />.101 <br />I� <br />I \ <br />W,B <br />APN 007-340-11 s 1 \ <br />FLOWLINE OF OIIC�� <br />+ <br />0^!f <br />— — <br />5 na <br />gBflq- <br />_ <br />00th <br />b00t <br />—�0� <br />, 9 <br />Bq. <br />tt <br />00 bfi <br />00 <br />FLOWLINE OF DITCH <br />/ � �a�; 0��—_ <br />�u <br />g0¢g05 <br />;0i" <br />EXP. DATE: <br />b 5 <br />0a t <br />b <br />090�y '04 <br />\ <br />gp0`gy <br />BgpO 90M1 <br />PRIM TE <br />q0, <br />e9.0 <br />I \w <br />FLOWLINE OF D/ICH <br />B 5 <br />—__ <br />2 <br />I <br />L <br />� <br />� <br />FLOW!/NE OF DITCH <br />B <br />FLOwuNE ah Roca <br />C I <br />� <br />R,, <br />; <br />V <br />l / <br />� <br />\ <br />I / <br />5 <br />00� 0050 <br />61 <br />ifiOY <br />r <br />� <br />/ <br />� ie°P B� <br />j b <br />i <br />qp <br />fig <br />B�1a <br />q0 <br />L <br />APN 007-340-13// <br />_ <br />sP <br />LN. 01002414 / ar OWLNE <br />OF DITCH <br />� \ <br />STA YL OR �/•6�95 a <br />I <br />0t��t0 <br />� <br />0 <br />_ta Yhl� 05 <br />.061 <br />0q1- <br />1P ��4DBtV 00E <br />4L <br />� <br />/ <br />APN 007-3\4 <br />10 <br />1 Bb- <br />- <br />- - � N. 2003-25 <br />6Q51 i <br />GRAVMANN <br />a <br />u <br />OC' <br />n � <br />b <br />pF 0 <br />09 n <br />4 <br />09� I <br />t <br />.IR - <br />"IF <br />•pi <br />ROAD <br />FLOWLNE OF DIICN1 <br />FLOW(fNE OF 0/TCN ",F) <br />O W <br />09� E051 O b019gT0� 09'0 <br />� I <br />114 0' <br />.101 <br />I� <br />I \ <br />W,B <br />APN 007-340-11 s 1 \ <br />I.N. 00034489 gBa 6j90000,BR ` BfLOWLINE OF DITCH <br />NORMAN <br />APN 007-340-12 <br />D.N. 2003-114293 gOWLINE OF DITCH <br />et bb'rB000a 2 <br />I <br />I� �q BtA <br />�� <br />FLOWLINE OF OIIC�� <br />+ <br />0^!f <br />— — <br />5 na <br />gBflq- <br />_ <br />00th <br />b00t <br />—�0� <br />, 9 <br />PP 4% S 501001 b <br />tt <br />00 bfi <br />FLOWLINE OF OUCH \ <br />FLOWLINE OF DITCH <br />/ � �a�; 0��—_ <br />at0'L <br />;0i" <br />EXP. DATE: <br />o <br />\ <br />BgpO 90M1 <br />I.N. 00034489 gBa 6j90000,BR ` BfLOWLINE OF DITCH <br />NORMAN <br />APN 007-340-12 <br />D.N. 2003-114293 gOWLINE OF DITCH <br />et bb'rB000a 2 <br />I <br />I� �q BtA <br />�� <br />�� <br />+ <br />0^!f <br />t <br />— �ry �,.yB�a"� <br />q <br />S <br />oB �Gfi <br />—�0� <br />ffifi <br />PP 4% S 501001 b <br />tt <br />00 bfi <br />FLOWLINE OF OUCH \ <br />FLOWLINE OF DITCH <br />/ � �a�; 0��—_ <br />at0'L <br />;0i" <br />EXP. DATE: <br />o <br />\ <br />I \w <br />FLOWLINE OF D/ICH <br />F <br />\ <br />I <br />L <br />� <br />� <br />B <br />SCALE.- 1"--100' \ <br />C I <br />R,, <br />; <br />V <br />l / <br />� <br />I / <br />00� 0050 <br />61 <br />ifiOY <br />r <br />� <br />/ <br />� ie°P B� <br />j b <br />i <br />fig <br />APN 007-340-13// <br />_ <br />sP <br />LN. 01002414 / ar OWLNE <br />OF DITCH <br />STA YL OR �/•6�95 a <br />S'�9fi <br />0t��t0 <br />� <br />0 <br />_ta Yhl� 05 <br />.061 <br />0q1- <br />1P ��4DBtV 00E <br />4L <br />� <br />LEGEND. <br />GROUND ELEVATIONS <br />PROPOSED DRAINAGE FLOW <br />CONTOUR LINES <br />U77LITY POLE <br />DRAINAGE FLOW <br />411 f 0, #, � i i v � ,� IB�B5 � � � ' NOTE: <br />TI-- "�• q RETENTION POND 1. PAD ELEVATIONS TO BE DETERMINED AT TIME OF BUILDING PERMIT APPLICATION <br />I <br />111 Rf1ENII N POND I\qb RETENTION POND �/lETENT/ON POND — RETENTION POND ��Sf� NOTE 3) I,hB,i <br />RETENTION PONDA� ^ (SEE NOTE 3J fi, (SEE NOTE 3J <br />o (SEE NOTE 3 I� (SEE MOTE 3) .i �� V (SEE NOTE 3) eP� ,� 0a v .0. B^,B 1 •b' <br />( ) 11 -- <br />I 1 <br />i <br />LOT 5 <br />\ s0'•�0 I / LOT 4 5.0 AC. GROSS X09 I <br />\ / 5.0 jAC. GROSS J <br />B I LOT 2 4^` 5.0 AC. GROSS <br />Bt' 5.0 AC. GROSS h I �� �,, 4r' V < 00' 0t: <br />12T—L 3 v v �% I 5.0 AC. GROSS / <br />FILTER ROLLS4 5.0 AC. GROSS \ v 3 V st `� I ^ V • h <br />I B <br />\\SHALL BE PLACED AT 4 <br />,y NT ROAD ALONG ENTIRE v L PAD / PAD t00 , m <br />till F OFfTAGE OF SUBDMSION ELEVATION,,p---h440^5" <br />(SEE NOTE 1) 00. 'e't"TEMPORARY ROAR/W EASEMENPAD ( ) J <br />1 ELEVATION .4 / vv SEE NOTE ON SHEET % <br />(SEE NOTE 1) 0 SEE TYP. SECTION FOR DITCH DETAIL <br />;T / �•42' / & NOTE eon <br />/ pUE------- ----- BERM TYP. - I- o <br />10 ;; - _ _ SEE DETAIL THIS SHEET ,E 10' P.U.E. <br />II SEE TEMPORARY DITCH DETAIL �i -- � _�10' P.U.E.-----GRIEF ---- - �PR----------RzQAD B ----------------- IAB �c <br />& NOTE - THIS SHEET _ _ GRIFFITH GATE N OPOSED PUBLIC _ ) — — — <br />�^ PGE OVERHEAD LOWER L NE0 -a 3h— — — b' / — — — BB' BBhq. �0 - _ — <br />p.U.E _ - ------ - -- ------ - - -� <br />DITCH10 �°' W `10,P.UE ---- ------ - fi� LOCATION OF \ 10 P. U.E/ e <br />0' T f( B^R BERM TYP. •�0' P. U.E. R -VALUE TEST ( (j0h <br />SEE DETAIL THIS SHEET 07f \ 1T <br />TEMPORARY ROAD <br />q 5 10" P.U.E. <br />BBB RIW EASEMENT <br />SEE DITCH DETAIL PAD \� SEE NOTE ON SHEET 2 <br />�I A09 8 ONOTE -SHEET 4 ELEVATION eb T - V <br />^°h (SEE NOTE 1) °R PAD �' PAD V bt PAD <br />PAD B ELEVATION ELEVATION 5 \ 00. ELEVATION 9 I <br />4;51 1 ` _-_EUATION � (SEE NOTE 1) (SEE NOTE 1) 41 �a �_ -SEE--JOTS-1 <br />( � <br />at00 ELEVATION I• ^9 \ N N 0 a <br />7 i IOT� 1 / A T <br />�d iLTFRO R00pq,"� a I i ' 5.0 AC. GROSS e1^� -- - _ - 'dei 0'00 / LOT 9 - — <br />_ - _ t N LOT 8 5e LOT 7 <br />a e`'' ¢'T' 4 _ LOT f0 ,o /� 0^ �-.�� 5.0 AC. GROSS 40` ,Bh`E D 5.0 AC. GROSS a' B <br />1 SHALL BE PLACED AT v �' .eb' 5.0 AC. GROSS <br />JAHANT ROAD ALONG ENTIRE i v ; yah A/ �' \ 5.0 AC.I GROSS - V <br />\ <br />FRONTAGE OF SUBDIVISIOp AC.\� \\ �I RETENTION POND RETENTION POND <br />1:0 � 5. AC. GROSS v v RETENAON PONDL <br />- v 5 RETENTION POND RETENTION POND -5 — V — SEE NOTE 3 (SEE NOTE 3) I <br />— SEE 'NOT£ 3 — (SEE NOTE 3f ( I 6 \ <br />(SEE NOTE 3J i ( 1 a I �0\ B�hO \ .�� A L <br />0t pq <br />11 ' RE(ENT70N 'POND ^ <br />0 <br />e♦' B _ " — — — — t — — W q a / — Bh�A. Bt57��9 <br />•,1.—�--�� — — ---6 _��� fi BDa Ni b.. 'L. hM1 B' 0 6 0' .� Bt _ <br />0� B` �b5 <br />d0� 15 Bc m 0 e� ea05a� �`� ¢ \ \/ a e0 BBC G. BBzt �;n A. grB <br />e e — — — <br />i;� <br />�> a HACIENDA DRIVE yBt?b a s aOl <br />vv' I a s054s <br />I <br />\\\\\� ys0t1 T,pq BBq I BaM1Obta. ee <br />APN 007-340-08 B6g00`� n \ <br />ANTONIO M. CONTI <br />- CIVIL ENGINEER <br />007-330-07 <br />I.N. 88101252\ <br />EXP. 9/30/2005 * <br />WOODBRIDGE, CALIFORNIA 95258 <br />FERNANDES 50 D.N. 2002-225859 <br />X <br />� <br />9r CIVI, �1 <br />P <br />CABfBE <br />R.C.E. NO: <br />62009 <br />OF cn�LF°� <br />A. M. CONTI, CIVIL ENGINEER <br />EXP. DATE: <br />o <br />\ <br />I \w <br />\ <br />I <br />QZ� <br />� <br />B <br />SCALE.- 1"--100' \ <br />R E V I S 1 0 N S <br />SEAL <br />I� APN 007-330-06 <br />D.N. 2003-220946 <br />COOK <br />No. 62009 AI <br />ANTONIO M. CONTI <br />- CIVIL ENGINEER <br />P.O. BOX 1396 PHONE (209) 476-0970 <br />EXP. 9/30/2005 * <br />WOODBRIDGE, CALIFORNIA 95258 <br />DATE: <br />AMC <br />9r CIVI, �1 <br />P <br />R.C.E. NO: <br />62009 <br />OF cn�LF°� <br />A. M. CONTI, CIVIL ENGINEER <br />EXP. DATE: <br />.9 30 05 <br />APN 007-330-05 <br />D.N. 2003-053219 <br />MEDINA <br />CORD DRAWING <br />Corrections By <br />No Changes By A, oN, c (n <br />0/p Date 9(IrIor <br />Any Person Using This Drawing Should Verify <br />All information By inspecting The Site Of Work <br />JOB NO. 04005 <br />DATE <br />11/29/04 <br />DESIGN <br />SJG <br />DRAWN <br />SJG <br />CHECKED <br />AMC <br />E.P. <br />R/W <br />PROCESS. <br />at 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 />s MUST 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 />5 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 />�Bt59 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 TO DETERMINE LOT GRADING, SITE PREPARATION AND FOUNDATION <br />RECOMMENDATION. <br />0t" 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 />VS <br />R <br />5' 5' <br />MIN. MIN. <br />'1 7 1.5' +MAX. <br />BERM <br />TYP. SECTION <br />BERM <br />DITCH DITCH <br />T <br />5' 5' <br />I I aP <br />3 <br />FL <br />I <br />PLAN <br />BERM DETAIL <br />NOT TO SCALE <br />GRADING PLAN <br />GRIFFITH GATE LANE <br />SAN JOAQUIN COUNTY, CA <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 />