|
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 />
|