|
a-
<br />0
<br />x x
<br />P o
<br />tl r-
<br />u-�
<br />IZ a- x
<br />000 0
<br />.t 0 -
<br />X x -
<br />0 0
<br />,= ro
<br />n.. x
<br />o
<br />X
<br />CL
<br />0
<br />!,
<br />J
<br />N a- a
<br />o UO
<br />Lo
<br />xl W
<br />a.
<br />RINAURO
<br />alroluelz
<br />10.66P
<br />6000 SQ. FT.I BOJOLI ESTATES M. & P. 29--3
<br />i LEACH
<br />' FIELD
<br />FOR LOT 5
<br />A j
<br />2 20 DRAINAGE EASEMENT I
<br />107x4l 1108116 1017x43P
<br />I h
<br />- 20' P.U.E. SWALE ,
<br />1 108.0 FL I 08.0 FL
<br />S=.0025 S 89'52'37 E 441.85'S=.0025! I f
<br />0-813K1? 3 1 2P N 89'59, 56"E 642.09'
<br />1 10x2 _G7- - -- ._ 10 x7' `c' 1 .
<br />-- 1109x4 G I - S=.005
<br />1 09.7 FL
<br />10-8_ . 7 31r
<br />D
<br />LEACH FIELD=
<br />8000 SQ, FT, I LEACH FIELD= I LEACH FIELD= _�I f
<br />6000 SQ. FT. I LEACH FIELD= 01 II ] 09_4 TD 115,
<br />6000 SQ. FT. I I j� � �
<br />6000 SQ �T II
<br />TEMPORARY BENCHMARK:
<br />TOP OF WATER METER BOX,, ] �- FIELD=
<br />ELEVATION=111.27 F_100' �- 1 00' � r l � � � �"` 10000 SQ. FT j
<br />1 12.1 OTD
<br />100' 130' 108x8 G 08 7G
<br />I_
<br />rq
<br />ELEV. 109.4 - T -
<br />IN Ln /O -- 7 5
<br />Un
<br />N 108.79TD I
<br />�- S89'41'07"E 0o I - FUTURE BUILDING 1 N
<br />30.00 U, 35' FUTURE BUILDING I Q
<br />PAD AREA
<br />' FUTURE BUILDING ' FUTURE BUILDING170,
<br />cc
<br />LOCATION OF PAD AREA PAD AREA PAD AREA v N
<br />R -VALUE TEST NO 1 I 25'-i T 30'-
<br />BY KLEINFELDERI ` 30' 4 `'� ii 2�.�y �bELEV, 108.7
<br />=225.00' ELEV. 110,9 I ELEV. 110.6 ELEV. 1 10.2i
<br />R�275.0p, L=19.37' 1 2 1 , 3 r 10 0 09 1G
<br />78x7C�"FUTURE BUILDINGI f 2' PAD AREA I
<br />109. 0 D 70' , 6 1 6, 30 -,
<br />1 1 1 x -�9 G 1 1 0 x 7-- rr S
<br />G 110x46 \ 110x G c8 109x56
<br />o F_._.-._ 1 09x2 G 108x66
<br />C22S� 30' -- 30 -- -- -- - - 108x36
<br />Ob � _ �-�g4.Tp, 30' 30' �QI.G3TD 1 8x_ G
<br />83.80' 72.50' 172. 9' 1x9.41' - ._ O� `�� J 107.38TD_ OC 75
<br />�68, R=225.00' �- -
<br />�- R -VALUE TEST NO 2
<br />-- _-- --- - - - -� `�-------.��
<br />��,�EBY KLEINFELDER
<br />X38,8 Lo _ 107.78TC "�-1 0 ~~`
<br />N
<br />_ --- -�-- _ =211.03'
<br />R`�275.00
<br />0 N N 135' -�� � .._ 63.13' T 15 .0 ' . 1 2 4 ' 1 6 109x26 X275 0- G -k ---
<br />Vi
<br />0
<br />ry
<br />•- 30' - I - -..f- �f 2.85 g � Op - �r
<br />30 _0 30' 30' L $3 7 6, 1 6
<br />N� /'� 111 G 110x86 110x46 110x26 I 109x8G 109x4G 109x1 107.61TD_ f
<br />-T" � 100 � i - � 1 R=3
<br />,.� FUTURE BUILDING I I ! ' Q0' �� 100,�._ 5 00'
<br />PAD AREA i-- 25'-� 25' ERB WAY 100' -
<br />1 "10, ELEV. 1 1 ? .7 � f I
<br />N 1 I I F-- ---�-- -...
<br />Ii
<br />j I
<br />6000 SQ. FT,
<br />LEACH
<br />FIELD
<br />FOR LOT 6
<br />TEMPORARY BENCHMARK:
<br />TOP OF 1/2" IRON PIPE
<br />ELEVATION= 106.88
<br />a o
<br />(D �
<br />x
<br />SWALE x
<br />106.6 FL
<br />_ `T71=LEACH
<br />r ,
<br />8000 SQ. FT.
<br />Ln
<br />20' P. .E. FIELD
<br />�cn T I FOR LOT 8
<br />1 100' LEACH FIELD=
<br />10000 SQ. FT,
<br />I
<br />1 135, �.-
<br />FUTURE BUILDING
<br />PAD AREA _ H 25'--:
<br />ELEV. 108,2
<br />1 I
<br />�Lo 6 J
<br />105.6 FL/
<br />107x9 G
<br />10
<br />i `r gg o
<br />% o
<br />1 Oc 9 G
<br />r`
<br />0
<br />90' V)
<br />c", I ELEV. 1 1 1.3 �- 1
<br />00, � i I ;n ELEV. 1 10.7 ELEV. 109.6 '0'--� OC' I
<br />w cn FUTURE BUILDING 30
<br />o o 0 �- - _ I � FUTURE BUILDING 25'- _4 � � � i I � `�
<br />Q - PAD AREA FUTURE BUILD!NG F r F25' f I
<br />X cn Q 1 ' "� UTURE BUILDING I
<br />PAD AREA C
<br />j ELEV. 11 1.6 I r', PAD AREA I I `? PAD AREA FUTURE BUILDING r 2J FUTURE BUILDING
<br />w I I ! T I I I ELEV. 109.1 i PAD AREA
<br />v
<br />7LEACH FIELD= 25'-,� I PAD AREA ! ! co
<br />I FUTURE BUILDING
<br />I � � 6000 SQ. FT. 80' ! � 12 N 1 � I � 1 D � 1 ELEV. 109.6 1 `n I �� �i
<br />w ! I N I n 00 I PAD AREA I •- 4Nt
<br />I� I Ln I I I !!
<br />0o
<br />N
<br />r�
<br />0- CL
<br />Lo co g
<br />ao
<br />x x x
<br />ff)I
<br />w-
<br />30' 30'
<br />10000 SQ. FT,
<br />LEACH
<br />FIELD
<br />FOR LOT 8
<br />I '
<br />II
<br />L
<br />! �
<br />11x56 N �_- * 100' �I c N j I LQ I
<br />195.27' 2.3.73' --- -- -� - -- - -...-1
<br />9' 57T6" N-� 19 . - - -- I N OT
<br />i cv NES;
<br />- - �1. 2:1 MAXIMUM CUT
<br />AND FILL SLOPES
<br />CD
<br />2. GRADING SHALL COMPLY WITH
<br />{- i i ELEV. 108.6 I
<br />1 13.20P o I � __-- - -- --�- � � �-- - - - - - ----� .. _ -_ -�
<br />CHAPTER 70 OF THE 1991 UBC.
<br />0 LEACH FIELD= LEACH FIELD=
<br />LEACH FIELD- LEACH FIELD= 115 LEACH FIELD= I I LEACH FIELD= { f I
<br />N I 6000 SQ. fir. ; 6000 SQ. FT. I LEACH FIELD=
<br />8000 SQ. F T. 8000 SO. FT. 8000 SQ. FT. 100'1
<br />I 8000 SQ. FT. 110' ; '
<br />8000 SQ. FT. a
<br />-.�
<br />13 5.6 1
<br />1 10x8 G 109x3 G ' 152.09' 1 52.47' 152.85' 155 56' 108x76
<br />CONTRACTOR SHALL EVENLY DISPOSE OF EXCESS,
<br />EXCAVATED MATERIAL WITHIN FUTURE PAD AREAS.
<br />SEE PLAN VIEW FOR ELEVATIONS AND LOCATIONS
<br />OF FUTURE PAD AREAS.
<br />N OTE
<br />STORM RUNOFF FROM EACI•
<br />BE COLLECTED IN THE SWA
<br />SHOWN ON THE TYPICAL Gi
<br />AND SHALL BE DIRECTED I'
<br />OF -WAY OR INTO THE DRAI
<br />NO STORM RUNOFF SHALL
<br />CROSS LOT LINES UNLESS
<br />IS WITHIN THE DITCH SYSTE
<br />DRAINAGE: OR PUBLIC UTIL17
<br />5'
<br />I I
<br />7FINISHE PAD
<br />�I ( ELEVATI N( TYrPICAL
<br />20' P. U. E.
<br />R
<br />5'
<br />2' f-
<br />i rrIUAL LUI UNAUINU
<br />NOT TO SCALE
<br />R/W R/W
<br />! FUTURE BUILDING PAD
<br />5' I AREA
<br />30 SO'
<br />I
<br />5" M�4X --�
<br />I
<br />STING
<br />)UND
<br />EXISTING GROUND
<br />ELEVATION (TYPICAL)
<br />MEET EXISTING GROUND
<br />ELEVATION AT PROPERTY
<br />LINES.
<br />-7 8 9 5 r 4 1 170.29
<br />. 2 � 7Zt . 3 5'r.�'_'�
<br />MEET EXISTING GROUND
<br />ELEVATION AT PROPERTY
<br />LINES
<br />EXISTING GROUND R
<br />SECTION
<br />COURT
<br />A
<br />DATE AUG. 1992
<br />00
<br />!
<br />/
<br />DRAWN JAB
<br />R E V I S 1 0 N S
<br />CRIPTION DATE BY R. W.
<br />SIEGFRIED
<br />&
<br />ASSOCIATES
<br />I
<br />CONSULTING CIVIL
<br />ENGINEERS
<br />4045 CORONADO AVENUE, STOCKTON,
<br />CALIFORNIA 95204
<br />(209) 9432021 FAX (209)
<br />717'
<br />DATE R.C.E.
<br />^10.
<br />17,351 _- EXP. 6-30-93
<br />.-
<br />0,
<br />�
<br />W
<br />_ )
<br />00
<br />o
<br />0X0
<br />r-
<br />~
<br />----
<br />1 1 1 x 4G
<br />W
<br />x
<br />W
<br />1
<br />112.54TD
<br />O
<br />CL
<br />a_
<br />_1
<br />100' 130' 108x8 G 08 7G
<br />I_
<br />rq
<br />ELEV. 109.4 - T -
<br />IN Ln /O -- 7 5
<br />Un
<br />N 108.79TD I
<br />�- S89'41'07"E 0o I - FUTURE BUILDING 1 N
<br />30.00 U, 35' FUTURE BUILDING I Q
<br />PAD AREA
<br />' FUTURE BUILDING ' FUTURE BUILDING170,
<br />cc
<br />LOCATION OF PAD AREA PAD AREA PAD AREA v N
<br />R -VALUE TEST NO 1 I 25'-i T 30'-
<br />BY KLEINFELDERI ` 30' 4 `'� ii 2�.�y �bELEV, 108.7
<br />=225.00' ELEV. 110,9 I ELEV. 110.6 ELEV. 1 10.2i
<br />R�275.0p, L=19.37' 1 2 1 , 3 r 10 0 09 1G
<br />78x7C�"FUTURE BUILDINGI f 2' PAD AREA I
<br />109. 0 D 70' , 6 1 6, 30 -,
<br />1 1 1 x -�9 G 1 1 0 x 7-- rr S
<br />G 110x46 \ 110x G c8 109x56
<br />o F_._.-._ 1 09x2 G 108x66
<br />C22S� 30' -- 30 -- -- -- - - 108x36
<br />Ob � _ �-�g4.Tp, 30' 30' �QI.G3TD 1 8x_ G
<br />83.80' 72.50' 172. 9' 1x9.41' - ._ O� `�� J 107.38TD_ OC 75
<br />�68, R=225.00' �- -
<br />�- R -VALUE TEST NO 2
<br />-- _-- --- - - - -� `�-------.��
<br />��,�EBY KLEINFELDER
<br />X38,8 Lo _ 107.78TC "�-1 0 ~~`
<br />N
<br />_ --- -�-- _ =211.03'
<br />R`�275.00
<br />0 N N 135' -�� � .._ 63.13' T 15 .0 ' . 1 2 4 ' 1 6 109x26 X275 0- G -k ---
<br />Vi
<br />0
<br />ry
<br />•- 30' - I - -..f- �f 2.85 g � Op - �r
<br />30 _0 30' 30' L $3 7 6, 1 6
<br />N� /'� 111 G 110x86 110x46 110x26 I 109x8G 109x4G 109x1 107.61TD_ f
<br />-T" � 100 � i - � 1 R=3
<br />,.� FUTURE BUILDING I I ! ' Q0' �� 100,�._ 5 00'
<br />PAD AREA i-- 25'-� 25' ERB WAY 100' -
<br />1 "10, ELEV. 1 1 ? .7 � f I
<br />N 1 I I F-- ---�-- -...
<br />Ii
<br />j I
<br />6000 SQ. FT,
<br />LEACH
<br />FIELD
<br />FOR LOT 6
<br />TEMPORARY BENCHMARK:
<br />TOP OF 1/2" IRON PIPE
<br />ELEVATION= 106.88
<br />a o
<br />(D �
<br />x
<br />SWALE x
<br />106.6 FL
<br />_ `T71=LEACH
<br />r ,
<br />8000 SQ. FT.
<br />Ln
<br />20' P. .E. FIELD
<br />�cn T I FOR LOT 8
<br />1 100' LEACH FIELD=
<br />10000 SQ. FT,
<br />I
<br />1 135, �.-
<br />FUTURE BUILDING
<br />PAD AREA _ H 25'--:
<br />ELEV. 108,2
<br />1 I
<br />�Lo 6 J
<br />105.6 FL/
<br />107x9 G
<br />10
<br />i `r gg o
<br />% o
<br />1 Oc 9 G
<br />r`
<br />0
<br />90' V)
<br />c", I ELEV. 1 1 1.3 �- 1
<br />00, � i I ;n ELEV. 1 10.7 ELEV. 109.6 '0'--� OC' I
<br />w cn FUTURE BUILDING 30
<br />o o 0 �- - _ I � FUTURE BUILDING 25'- _4 � � � i I � `�
<br />Q - PAD AREA FUTURE BUILD!NG F r F25' f I
<br />X cn Q 1 ' "� UTURE BUILDING I
<br />PAD AREA C
<br />j ELEV. 11 1.6 I r', PAD AREA I I `? PAD AREA FUTURE BUILDING r 2J FUTURE BUILDING
<br />w I I ! T I I I ELEV. 109.1 i PAD AREA
<br />v
<br />7LEACH FIELD= 25'-,� I PAD AREA ! ! co
<br />I FUTURE BUILDING
<br />I � � 6000 SQ. FT. 80' ! � 12 N 1 � I � 1 D � 1 ELEV. 109.6 1 `n I �� �i
<br />w ! I N I n 00 I PAD AREA I •- 4Nt
<br />I� I Ln I I I !!
<br />0o
<br />N
<br />r�
<br />0- CL
<br />Lo co g
<br />ao
<br />x x x
<br />ff)I
<br />w-
<br />30' 30'
<br />10000 SQ. FT,
<br />LEACH
<br />FIELD
<br />FOR LOT 8
<br />I '
<br />II
<br />L
<br />! �
<br />11x56 N �_- * 100' �I c N j I LQ I
<br />195.27' 2.3.73' --- -- -� - -- - -...-1
<br />9' 57T6" N-� 19 . - - -- I N OT
<br />i cv NES;
<br />- - �1. 2:1 MAXIMUM CUT
<br />AND FILL SLOPES
<br />CD
<br />2. GRADING SHALL COMPLY WITH
<br />{- i i ELEV. 108.6 I
<br />1 13.20P o I � __-- - -- --�- � � �-- - - - - - ----� .. _ -_ -�
<br />CHAPTER 70 OF THE 1991 UBC.
<br />0 LEACH FIELD= LEACH FIELD=
<br />LEACH FIELD- LEACH FIELD= 115 LEACH FIELD= I I LEACH FIELD= { f I
<br />N I 6000 SQ. fir. ; 6000 SQ. FT. I LEACH FIELD=
<br />8000 SQ. F T. 8000 SO. FT. 8000 SQ. FT. 100'1
<br />I 8000 SQ. FT. 110' ; '
<br />8000 SQ. FT. a
<br />-.�
<br />13 5.6 1
<br />1 10x8 G 109x3 G ' 152.09' 1 52.47' 152.85' 155 56' 108x76
<br />CONTRACTOR SHALL EVENLY DISPOSE OF EXCESS,
<br />EXCAVATED MATERIAL WITHIN FUTURE PAD AREAS.
<br />SEE PLAN VIEW FOR ELEVATIONS AND LOCATIONS
<br />OF FUTURE PAD AREAS.
<br />N OTE
<br />STORM RUNOFF FROM EACI•
<br />BE COLLECTED IN THE SWA
<br />SHOWN ON THE TYPICAL Gi
<br />AND SHALL BE DIRECTED I'
<br />OF -WAY OR INTO THE DRAI
<br />NO STORM RUNOFF SHALL
<br />CROSS LOT LINES UNLESS
<br />IS WITHIN THE DITCH SYSTE
<br />DRAINAGE: OR PUBLIC UTIL17
<br />5'
<br />I I
<br />7FINISHE PAD
<br />�I ( ELEVATI N( TYrPICAL
<br />20' P. U. E.
<br />R
<br />5'
<br />2' f-
<br />i rrIUAL LUI UNAUINU
<br />NOT TO SCALE
<br />R/W R/W
<br />! FUTURE BUILDING PAD
<br />5' I AREA
<br />30 SO'
<br />I
<br />5" M�4X --�
<br />I
<br />STING
<br />)UND
<br />EXISTING GROUND
<br />ELEVATION (TYPICAL)
<br />MEET EXISTING GROUND
<br />ELEVATION AT PROPERTY
<br />LINES.
<br />-7 8 9 5 r 4 1 170.29
<br />. 2 � 7Zt . 3 5'r.�'_'�
<br />MEET EXISTING GROUND
<br />ELEVATION AT PROPERTY
<br />LINES
<br />EXISTING GROUND R
<br />SECTION
<br />A
<br />DATE AUG. 1992
<br />NOT TC SCALE
<br />----
<br />2
<br />DRAWN JAB
<br />R E V I S 1 0 N S
<br />CRIPTION DATE BY R. W.
<br />SIEGFRIED
<br />&
<br />ASSOCIATES
<br />I
<br />CONSULTING CIVIL
<br />ENGINEERS
<br />4045 CORONADO AVENUE, STOCKTON,
<br />CALIFORNIA 95204
<br />(209) 9432021 FAX (209)
<br />942-0214
<br />DATE R.C.E.
<br />^10.
<br />17,351 _- EXP. 6-30-93
<br />20' DRAINAGE EASEMENT
<br />FUTURE BUILDING PAD I 10' 10'
<br />MEET EXISTING GROUND
<br />i 30 2'//
<br />' :- ELEVATION AT PROPERTY
<br />LINES
<br />7'--2.3'
<br />SECTION
<br />B
<br />NOT TO SCALE 2
<br />3. GRADING VOLUME ESTIMATED TO
<br />BE 3400 CUBIC YARDS,
<br />4. SURFACE RUNOFF SHALL BE
<br />CONTANFD AT THE EXISTING POND
<br />ON LOT A OF WALNUT GROVE
<br />ESTATE SUBDIVISION.
<br />SCALE: 1"=50'
<br />.JOB NO. 7401
<br />'
<br />TRAI NA ESTATES
<br />SHEET
<br />DATE AUG. 1992
<br />F.B. NO. 573
<br />----
<br />2
<br />DRAWN JAB
<br />GRADING P LAN
<br />FOUR
<br />DESIGN JAB
<br />O
<br />CDMIPUiEit FILE N0.
<br />CHECKED RGC
<br />DRAWNc ME Na.
<br />G-4565
<br />
|