HomeMy WebLinkAboutFinalReportPostGrading(Nov.15,1995)
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ConverSe Consultants
Inland Empire
Consulting Engineering
and Applied Sciences
10391 Corporate Drive
Redlands, CA 92374
Telephone 909/796-0544
FAX 909 796-7675
November 15. 1995
Mr. Tom Banks
Vice President
Richmond America
27555 Ynez Road. Suite 200
Temecula. CA 92591
Subject:
FINAL REPORT ON POST-GRADING FIELD DENSITY TESTING
Tract 24131-2. Lots 21-61
Paloma, Del Sol
Temecula. California
CCIE Project'No. 95-81-251-01
Dear Mr. Banks:
Converse Consultants Inland Empire (CCIE) has prepared this report to present the
results of field density testing performed during post-grading at the above-referenced
tract in the city of Temecula, California. These services were rendered in accordance
with our proposal dated August 1, 1995.
This report contains results of field density testing performed during post-grading for
Lots 21-61 and the adjacent Via Mejia. Camino Herencia. and Camino Caruna streets
The field density testing was performed during construction of the following facilities:
I. Pad Regrade (Finished Grade)
I. Sewer Main and Lateral Trenches
I. Sidewalk Subgrade
I. Street Subgrade
I. Curb and Guner
I. Gas Line Trench
I. Water Line Main and Lateral Trenches
I. Electrical/Joint Trench
A Wholly Owned Subsidiary of
The Converse Professional Group
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The field density tests were performed on an on-call basis at the direction of your field
'representative. CCIE did not perform any observations of backfilling and/or
compaction operations. Field density tests were performed using the Sand Cone
(ASTM Standard D1556-90) and/or Nuclear Gauge (ASTM Standard D2922-91)
. methods.
I Representative bulk soil samples were obtained during grading to evaluate their
maximum density-optimum moisture content relationships as per ASTM Standard
i D1557 Method. Results of the moisture-density tests are summarized in Table No.1,
,Summary of Laboratory Maximum Density-Moisture Content Relationships.
i Results of the field densitY testing are presented in Table No.2. Summary of Fie/d
. Density Test Results. The relative compaction for each field density test presented
. in Table No.2. Summary of Field Density Test Results. is obtained by dividing the
,measured in situ dry density by the maximum dry density of the same "Soil Type"
I presented in Table No.1. Summary of Laboratory Maximum Density-Moisture Content
. Relationships. The required minimum relative compaction at each test location is
included in the "Remarks" column in Table No.2. Summary of Field Density Test
Results.
, When a field density test indicated failing results. the representative fill volume was
,reworked by the contractor and retested by CCIE until a subsequent test indicated
passing results.
Based on the results of field density testing, it is our opinion that the earthwork
associated with the post-grading phase of the development of Lots 21-61 and the
adjacent streets has been compacted in accordance with the project plans and
specifications.
95-81-251-01
Converse Consultants Inland Empire
J:WOBFILElI995\95-251195-251-1.PGR
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We appreciate this opportunity to be of service. If you should have any questions, or
if we may be of further assistance, please do not hesitate to contact this office.
Respectfully submined.
CONVERSE CONSULTANTS INLAND EMPIRE
~ g;,~?"sk-
Mohammed S. Islam, Ph.D.. P. E.
Project Engineer
Encl: Table No.1, Summary of Laboratory Maximum Density-Moisture
Content Relationships
Table No.2. Summary of Field Density Tests
IBC\MSI
95-81-251-01
Converse Consultants Inland Empire
J:\JOBFILElI995\95-251195-251-1.PGR
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..... TABLE NO.1.... ........... .......................... ..... '. ........ .............
. .._._................,....._........._.._ ..'.....n..._.._..__.. '__.__' .._.............
......... ..._____......... ..._...._.. n.__._, ........_.....__.
SUMMARY OF LASORA TORY MAXIMUM' DENSrrY'MOtSTURECONTENT RELATiilNSHlPs' 0:......
.. ,., ... . ...
...,--...-,--......-- -, ','.
OPTIMUM.MOl8TIBIE{ " (, MAXiMUM:OIlY{
',",CONTENTlPERCENTl'o:. 0:.' ".'.o:.DENsrrY'lI'CFF('o:."'"
I
Silty Sand (SM). fine--to mediu~grained. trace of 7.5 129.0
clav. brown
2 Sand (SP). fine--grained. brown 11.5 117.0
3 Clavey Sand (SC). fine--to mediu~gr8ined. with 12.5 124.0
mica. brown
4 Silty Sand (SM). fine--to coarse--grained. trace of 8.5 132.0
gravel. brown
5 Clas. II Aggregate Bes8. grayish brown 7.0 139.0
6 Ume Treated, Silty Sand (SM). fine--to mediu~ 10.5 126.5
grained. trace of silt. yellowish brown
7 Class II Crushed Miscellaneous Base. grayish brown 5.0 143.0
8 Ume Treated Clayev Sand (SC). fine--to mediu~ 10.5 126.5
grained. treee of silt. brown
9 Class II Aggregate Base. greyish brown 6.0 150.0
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86-81.261.01
c__ COl'llUftents Intend Empire
J:\JobfiIe\1886\86--261 \86-81-26 l-l.MAX
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21
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08131/95
08/31/95
08/31/95
08/31/96
10/13/96
'0/13195
10/13/95
10/13/95
10/13/96
10/13/95
10/13/95
10/13/95
10/13/96
10/13/96
15
10/13/95
.
. TABLENO.Z":' ......
sUMMARY OF RHO DENSITY TEST RESuLTS:' .
.
.
: .........un.. ......
10/17/95
17
10/17/95
Tract 24131.2.FG LotZ'
Tract 24131-2.FG Lot 22
Tract 24131-2. FG Lot 23
Tract 24131-2, FG Lot 24
Camino Herencia. Lot 35
Camino Herencla. lot 36
Camino Herencia. Lot 37
Camino Herencia. Lot 38
Camino Herencia. Lot 39
Camino Herencia, Lot 40
Camino Hetencia. Lot 41
Camino Herencia. Lot 42
Camino Herencla. LOt 43
Camino Herencia, Lot 44
Camino Herencla. lot 45
Camino Herencia, Lot 46
Camino Herencia. Lot 47
Camino Herencla, Lot 48
Camino Herencia. Lot 49
Camino Herencia. Lot 50
Addition to Front of Lot 35
Addition to Front of Lot 39
Addition to Front of Lot 43
Addition to Front of Lot 47
I
~Add~lonto~
1 09101/95 Sewer Lateral, Lot 22
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18
10/17/95
Sewer lateral. lot 25
Sewer Lateral, Lot 28
Sewer lateral. Lot 31
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95-81-251-01
Converse Consultants Inland Empire
H:WOBFILEl1995\251-o1.fdt
19
10/17/95
10/17/95
10/24/95
22
10/24/95
10/24/95
23
24
10/24/95
2
09101/95
3
09/01/95
4
09101195
....~~...
..__. n_._.
'ElEV' .
"" ---'-.
. .....
:. Ifti .~".' .
---- ,........,.
....................
.....-.. ..........
............--.......
~.,
N/A
N/A
NlA
N/A
N/A
NlA
NlA
NlA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
A_OX'
.. ." ..
;....RI.L......:
"DE~"
,:::::' r:,n:'::'::'
.... ..,
lftl......
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A
N/A
N/AGA
N/A 2.0
N/A
N/A
N/A
2.0
2.0
2.0
.. .
120.2
119.6
123.4
118.3
121.7
116.2
116.2
116.8
118.1
127.0
117.6
121.1
117.1
126.5
127.8
112.8
117.6
118.0
117.0
113.7
114.2
119.1
116.4
116.8
119.0
113.4
117.8
114.3
113.5
8.9
10.6
10.2
10.2
8.8
8.1
8.4
7.8
7.2
10.3
B.3
9.1
10.6
9.4
8.8
9.9
8.3
10.3
10.4
10.0
8.7
7.4
7.1
7.8
8.1
. "
..............
'--'--'---.''--'-',--'.
"':.:1
"
.. .
4
93
90% Reqund
4
93
4
96
4
92
4
94
4
90
7
93
7
94
7
96
4
98
7
94
7
97
7
94
4
98
4
99
7
90
4
91
7
95
7
94
7
91
7
92
7
96
7
94
7 94
,::'~~I
11.2
11.8
11.9
10.B
7
91
90% Required
7
94
7
92
7
91
5
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1/> ......>..... . . . ..... .' .' ...... ....... .... ..' ....... "<:1
RliMMKs,
;,0->-'::,:,:,,:.,:,::
~ ,..,~
-,:,;-:"":",,,:,::.,: .;.'.:-, :.:-:.::,,:~
??:',}::},:",,}:)':): }::;): ' -;":-:-,-:.,,.
............. ~.
5
09101195
Sewer Lateral. Lot 34
114.8 12.0 7 93 90'16 Required
N/A
2.0
6 09101195 Sewer Lateral, Lot 37 N/A 2.0 118.0 12.4 7 93
7 08101195 Sewer lateral, lot 40 N/A 2.0 118.4 11.6 7 94
8 09101195 Sewer lateral. Lot 43 N/A 2.0 115.9 I1.B 7 93
9 09101195 $ewer Lateral, Lot 48 N/A 2.0 113.2 11.6 7 91
10 09101195 Sewer Lateral. Lot 49 N/A 2.0 114.9 11.4 7 93
11 09101195 Sewer lateral, Lot 52 N/A 2.0 113.5 10.4 7 92
12 09/01195 Sewer Lateral, Lot 55 N/A 2.0 113.6 9.8 7 92
13 09101195 Sewer Lateral, Lot 58 N/A 2.0 114.4 10.2 7 92
14 09105/95 Camino Caruna, Sewer Main, N/A 2.0 111.5 9.1 7 90
St. 28+50
15 09105195 Camino Caruna, Sewer MH, N/A 2.0 115.3 9.3 7 93
lots 23/24
18 08106195 Camino Caruna, Sewer MH, N/A 4.0 114.6 8.5 7 92
Lots 23/24
17 09106196 Camino Caruna, Sewer Main, N/A 3.0 114.0 10.3 7 92
St.2B+25
18 09105/96 Camino Caruna. Sewer MH. N/A 2.0 112.2 10.4 7 91
Lots 27/28
19 09105/95 Camino Caruna. Sewer MH, N/A 4.0 lt3.1 9.B 7 91
Lots 27/28
20 09105/95 Camino CaruMa, Sewer Main, N/A 1.5 9B.7 4.5 7 80 Fail, See
St. 30+00 RT#20
20A 09105/95 Camino Caruna. Sewer Main, NIA 1.5 114.7 10.1 7 91 RT#20
St. 30+00
-
21 09105/95 Camino Caruna, Sewer Main, NIA 5.5 113.3 12.1 7 91 90% Required
Sta 28 +00
22 09105/95 Camino Caruna. Sewer Main, NIA 5.0 119.3 12.3 7 95
Sta 28+25
23 09105/95 C"amino Caruna, Sewer MH, NIA 6.0 116.2 10.5 7 94
Lots 23/24
24 09/05/95 Camino Caruna, Sewer MH, NIA 2.0 115.1 9.6 7 93
Lot 34
25 09105/95 Camino Caruna, Sewer MH. NIA 4.0 117.1 8.7 7 94
Lot 34
26 09/05195 Camino Caruna, Sewer MH, N/A 1.5 116.0 8.9 7 94
Lot 41
95.81~251-o1
Converse Consultants Inland Empire
H:WOBFILElI995\251-01.fdl
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...... ".'ii' ..: . 'TABl.ENO; 2 · ...,:..... · ..'.'....:...i..:~;ij-~;II
..,....: SUMMARY OF RELD DENSlTYTEBT RESULTS . ..ii ...:.
-~ . .Al'PROX' ~~f.1 ..
.i TEST . 'RLL'"
...I~~~
El.EV. ,..,.,......-...'..-...,.
,-----,--,---"-'.--.'-"
Iftl .'....IPGtl.."..
:'::t:: ....\:::)
.......... -... ":.,:/-:,-.:,:.",:,.,::::.}:.:
-.--.-.,'---,-"--"-.-.
27 09105195 Camino Carone. $ewer MH. N/A 3.0 113.4 9.2 7 92 90'16 Required
1.0,41
28 09105195 Camino Caruna, Sewer MH. N/A 5.5 112.7 9.8 7 91
lot 41 .
29 09105195 Camino Carune, Sewer Main, N/A 8.0 108.4 10.2 7 87 Fan, See RT
Sta 28+00 '29
30 09105195 Camino Caruna, Sewer Main, N/A 3.0 121.1 12.1 7 98 90% Required
St829+60
31 09107195 Sewer Main, 5ta 31 +00 N/A 2.5 113.4 11.8 7 91
32 08107195 $ewer Main, 5ta N/A 2.0 120.0 12.4 7 98
33 09107195 Sewer Main. Sta N/A 5.5 120.9 12.8 7 97
34 09107195 $ewer Main. Sta N/A 4.5 122.9 13.0 7 98
35 09107195 Sewer Main, 5ta N/A 8.0 118.6 13.2 7 95
38 09107195 Sewer Main, Sta N/A 4.0 113.4 11.2 7 91
29A 09107195 $ewer Main, 8ta N/A 8.0 121.0 13.0 7 97 RT '29
37 09107195 Sewer Main. Sta N/A 2.0 113.0 8.0 7 91 90" Required
3B 09107195 Sewer Main. Sta N/A 4.0 115.2 11.6 7 93
39 09107195 Sewer Main, Sta N/A 8.0 118.7 13.0 7 96
40 09107195 Sewer Main. Sta N/A 2.0 115.0 12.2 7 93
41 09/07/95 Sewer Main. Sta N/A 4.0 114.0 11.8 7 92
42 09107195 Sewer Main, Sta N/A 8.0 118.3 12.8 7 93
43 09107195 Sewer Main. 5ta N/A 8.0 115.5 12.8 7 93
44 09107/95 Sewer Lateral, Lot 40 N/A 5.0 116.7 12.8 7 94
45 09/07/95 Sewer Lateral, Lot 45 N/A 5.0 ~< 7 .
.i<' 2h ,,::. "::.: -
1 09/01195 S. End Amarita N/A N/A 118.2 8.0 7 93 90% Required
2 0910 1195 300' N. Amarita N/A N/A 115.0 8.1 7 93
3 09/01195 400' W. McCabe N/A N/A 118.4 8.8 7 94
4 09101195 E. End McCabe N/A N/A 115.9 7.B 7 93
5 08/29/95 Corte Argenjto, Adj Lot 100 N/A N/A 125.2 9.0 4 95
8 08/29195 Corte Argenito, Adj Lot 103 N/A N/A 121.0 7.7 4 92
'7 OB/29/95 Corte Argenito, AdLt.ot 106 N/A N/A 12B.2 9.7 4 91
8 OB/29195 Corte Argenito, Adj Lot 127 N/A N/A 122.0 8.8 4 92
95-81.251-01
Converse Consultants Inland Empire
H:\JOBFILElI995\251-01.fd'
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... .. ............
." --.,..,.,..........,.
........-..
.....-.. ...........
....--..............
....., ,--.-....
,..-.,..........--- ..
......-.......,....
I
.. .., ..... .,....,.,..-..
. .. - -.- ..... .........,..'.,....,...,.,...--.
.:' . ..'TA8LENO.2. .',.' '.........,..;.,......'.
SUMMARY OF'AELD DEN6lTY TEST RESULTS... '.
d" ISJ ra~."
tltl.(IpCf)",,:..". ....... ....
~~'-= -" ~=
~-"-,.,.,,:.....:-..,.....:-:...:-:-: -..:-:-.-;;.-.:-:,:-,.,-:-:.:.;.:-
N/A N/A 123.2
.1 l"~{;
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08/29195
10
08129196
Corte Argenito, Ad) Lot 125
Corte Argenito, Ad) Lot 128
Via Cesario. Ad; Lot 130
Via Cesario, Adj Lot 130
Lot 1 34/Adj to lot 86
Lot 134/Adjto Lot 116
Lot 134/Adjto lot 120
Lot 134JAdjto lot 127
Via Mejia, W. Side Island
Camino Herencia, Apj lot 46
Camino Caruna. Adj Lot 21
Camino Caruna, Adj lot 26
Camino Caruna, Adj Lot 56
Camino Herencla. Adj lot 53
Via Mejia, W. Side Island
Camino Herencia. Adj Lot 46
Camino Herencia, Adj lot 45
Via Mejia, W. Side Island
Camino Herencla Adj Lot 49
Camino Herencia Adj lot 37
Camino ,Herencia Adj lot 31
Camino Herencia Adj Lot 26
Via Mejia, E. Side Island
Camino Herencia, Adj lot 45
Camino Herencia, Adj lot 49
Camino, Herencia, Adj lot 37
Camino, Herencia, Ad; lot 31
Camino H....."iiot 26
Camino Caruna, W. Side,
Sta. 27 + 75
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95'81-25Hl1
Convorse Consultants Inland Empire
H:W08FILE\1995\251-01.fdt
11
08/29196
12
08/29196
13
09/20/95
09/20196
09120195
09/20195
14
15
16
10/25/95
2
10/25196
3
10125196
4
10/25/95
10/25195
5
6
10/25196
lA
10/25/95
2A
10/25195
7
10/30/95
8
10/30/95
9
10/30195
10
10/30/95
11
10/30/95
12
10/30/95
13
11/01195
14
11/01/95
15
11/01/95
16
11101195
17
11101196
18
11/01/95
09108196
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/I>.
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
124.2
122.2
119.4
121.3
119.0
120.2
120.1
112.3
105.2
116.9
113.6
113.8
113.8
112.6
113.4
144.8
149.4
144.1
148.6
149.5
142.6
145.2
147.1
149.5
146.9
147.2
10.7
14.3
11.1
10.9
8.9
9.2
8.7
8.7
10.0
13.4
9.9
12.0
13.3
8.0
10.2
11.0
4.8
5.8
5.1
4.9
6.2
5.0
6.0
6.8
7.6
7.3
6.8
. ...SOIL....
.....TY~.,...
4
4
4
4
4
4
4
4
........,
'. .".,,_...
::.--.:--..--'........,.."..,.....,.......
'd_'_. _.".........
...',.,........,...,.
........--.--..
-......-.-....-.,..,.........-...-.
...'" ""---".'-'.--- ',.....
... ....~ REL ...... REMARKS ....
.,...,:-COMP;...., ..... ....
::,::::,:::,::,::':::/::::::::::::::": :~::::}n:::::~r::::?::)::
.:.:.:_:__.,_..,_:_,_:.:.,_:.:.'.'.-' .:.c.,.,.--.,.-".:.:.'-,,,,,,':':':'
"':.:::_::'::':.:':':.:':"::':":':'::
...........-:<:'-,-,,',.:.,-:::
93
90'16 Re.,..o.d
94
93
90
92
90
91
91
6
69
Fail. See RT'1
6
Fail, See RT,2
83
6
92
90% Required
6
90
6
90
6
90
6
RT#1
90
6
RT#2
90
9
96
95 % Required
9
99
9
96
9
99
9
99
9
95
9
96
9
98
9
99
9
98
9
98
N/A N/A 147.2 7.1 9 98
~~
ce
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, .,.. , .
TABl.ENO. :t
I ,'.:- APPROX ,I-
::.: , RLL
I DEPTH-
:',: 1ft!
2 09/08195 Carmno Caruna. W. Side. N/A N/A 115.5 10.8 7 93 90'l6 Required
I Ste.3O+00
3 09/08196 Camino Carona, W. Side, N/A N/A 118.7 10.7 7 94
St8. 32 + 00
I 4 09/08195 Camino Caruna, N. Side, Sta. N/A N/A 114.5 11.4 7 92
34+50
5 09/OB195 Camino Caruna. N. Side. Sta. N/A NlA 111.9 10.7 8 98
I 38+00
8 09108/95 Camino Caruna, N. Side, Sta. N/A N/A 100.4 15.7 8 88 Fail, See RT#6
3B+25
I 7 09/08196 Camino Caruna. S. Side, Sta. N/A N/A 118.2 10.7 7 96 90% Required
39 +50
B 09/08196 Camino Caruna, S. Side, Sta. N/A N/A 115.2 12.9 7 93
I 37+76
8A 09/08195 Camino Caruna, N. Side. $ta. N/A N/A 105.4 18.1 8 90 RT'8
38+50
I 9 091OB196 Camino Caruna. S. Side. Sta. N/A N/A 117.2 11.9 7 95 90'l6 Required
35+75
10 09/08196 Camino Caruna, E. Side. StB. NlA N/A 118.5 13.8 7 94
I 33+25
11 09/08196 Camino Caruna. E. Side, Sta. N/A N/A 114.5 9.8 7 92
30+75
I 12 09/08/95 Camino Caruna, E. Side, Sta. N/A N/A 117.1 11.2 7 94
28+00
13 09/08/95 Via Mejia. W. Side N/A N/A 113.8 12.4 7 92
I 14 10103/96 Camino Caruna and Via N/A N/A 112.9 13.0 7 91
Amado -
16 10103/95 Camino Herencia and Via N/A N/A 115.4 13.4 7 93
I Mejia
18 10103196 Camino Caruna and Via N/A N/A 141.7 7.9 13 99 95% Required
Amedo
I 17 10/03/95 Camino Caruna and Via Mejia N/A N/A ~ 140.2 8.9 13 98
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I 1 10/03196 Camino Caruna, Adj to Lot N/A N/A 112.8 11.8 7 91 90% Required
21
2 10/03/95 Camino Caruna, Adj to Lot N/A N/A 116.6 10.9 7 94
I 28
3 10103195 Camino Caruna. Adj to lot N/A N/A 111.8 11.4 7 90
33
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95-81-251-01
I Converse Consultants Inland Empire C\
H:WOBFILEl1995\251-01.fdt
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4 10103195 Camino Caruna. Lateral to N/A N/A 112.4 11.1 7 91 90" Required
Lot77
5 10103195 Camino tferencia, Adj to Lot NJA N/A 111.8 9.9 7 90
40
8 10103195 Camino Herencia, Adj to Lot N/A N/A 111.7 10.4 7 90
38
7 10103195 Camino Herencia. Ad) to Lot N/A N/A 115.3 10.8 7 93
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1 09115195 Via Mejia Main. Approx. 100' N/A 1.5 111.2 11.4 7 90 90% Required
S. of NW Corner
2 09115195 Camino Herencia M:-in. Ad) N/A 1.5 109.5 15.1 8 94
to Lot 46/47
3 09115/95 Camino Herencia Lateral. Adj N/A 1.5 110.1 18.2 8 94
to lot 42/43
4 09115195 Camino Herencia Main, Adj N/A 1.5 109.2 15.3 8 93
to lot 50151
5 09/15195 Camino Herencia Lateral. Adj N/A 1.5 118.5 15.5 7 98
to Lot 38/39
8 09115195 Camino Herencia Main, Adj N/A 1.5 109.7 14.0 8 94
to Lot 54
7 09/15/95 Camino Herencia Lateral. Ad) N/A 1.5 105.0 14.2 8 90
to Lot 34
8 09/15/95 CaminoCaruna Lateral. Adj N/A 1.5 117.7 13.3 7 95
to lot 54155
9 09/15/95 Camino Caruna Main, Adj to N/A 2.0 118.8 12.8 7 94
Lot 31/32
10 09115195 Camino ,Caruna Main. Adj to N/A 2.0 117.8 13.9 7 95
lot 28
11 09/15195 Camino ,Caruna lateral, Ad) N/A 2.0 118.9 14.5 7 94
to Lot 59
12 09115/95 Camino Caruna Main, Ad) to N/A 2.0 "9.4 11.1 7 98
lot 24 ... -
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1 1 0/25/95 Camino Herencia, Adj Lot 43 N/'" N/A 107.4 11.6 8 92 90% Required
2 10/25/95 Camino ,Herencia. Adj Lot 38 N/A N/A 112.0 13.0 8 98
3 10/25195 Camino Caruna Adj Lot 32 N/A N/A 107.9 14.0 8 92
4 10/25/95 Camino Caruna Adj Lot 27 N/A N/A 115.5 8.9 7 93
5 10/25/95 Camino Caruna Adj Lot 24 N/A N/A 114.1 7.5 7 93
95-81-251-01
Converse Consultants Inland Empire
H:\J08FILElI995\251-01.fdt
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