19 3 - vista · 2008. 10. 16. · ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð...
Post on 06-Sep-2020
19 Views
Preview:
TRANSCRIPT
%%
!(
!(
!(
!(!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(
!(
!(
!(
!(!(
!(
!(
")
!(!(
")!(
!(
!(!( !(!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!( !(
")!(
!(
!(
")!(
!(!(
!(!(
!(
!(
!(
!(!(
!(
")
!(
!(
!(!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
%
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
%
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!
!(
!
%
!(
!( !
!
!(
Realigned byflood controlproject
BT= Broadway Trunk.
Rim is 2.5'below ground
MH'S 6.5' FROMPROPERTY LINE
Roots
Junction Box
26
40
19
90
5035
7332
81
55
49
41
40
37
36
38
39
46
4748
5675
74
76
77
78
89
91
92
93
94959697
33
4241
20
52
54
51
53
106
115
120
227
141
118
228
231
230
127
137
105
107
108
114116
117119
121
122
123
124
125
128129
130131
132
133135
138139
156
157
142
143
126
47.A
77.B
46.D
157.C
112.G
112.F
112.C
115.A
135.A133.A
135.B
(9)
(7)
(8)
(9)(8)
(8)
(4)
(7)
(9) (7)
(6)
(8)
(7)
(8)
(6)
(7)
(8)
(9)
(4)
(9)
(9)(7)(8)
(9)
(8)
(9)
(9)
(6)
(7)
(7)
(8)
(11)
(10)
(12)
(15)
(32)
(10)
(11)
(10)
(10)
(15)
(11)
(15)
(11)
(10)(13)
(13)
(16)
(25)
(11)
(18)(18)
(17)
(11)
(10)
(10)
(12)
(13)
(13)(15)
(12)
(14)
(20)
(11)
(16)
(10)
(10)
(13)
(12)
(16)
(11)
(15)
(14)
(11)
(16)
V - 2 2V - 2 2
V - 2 4V - 2 4V - 2 3V - 2 3
V - 1 2V - 1 2
6" VCP 590'
8" VCP 403'
6" VCP 404'
8" VCP 392'
8" VCP 387'
8" VCP 370'
8" VCP 364'
8" 22
3'
10" VCP 399'
8" PVC 346
'
8" VCP 334'8" VCP 323'
12" PVC 340'
6" VCP 300'
8" VCP 358'
6" 176'
6" VCP 280'
8" VC
P 279
'
12" PVC 301'
8" VCP 275'
8" VCP 254'
8" VCP 249'
8" VC
P 246
'
8" VC
P 303
'
8" VCP 2
39'12" PVC 261'
6" VCP 237'6" VCP 235'
10" VCP 292'
6" VCP 225'
6" VC
P 304
'
12" PVC 245'
6" VCP 219'
8" VCP 216'
8" VCP 350'
8" VCP 197'
8" PVC 294'
10" VCP 220'
12" PVC 210'
8" VCP 188'
6" 181'
8" VCP 184'
12" PVC 200'
8" VCP 177'
12" PVC 185'
6" VCP 179
' 6" VCP 169'
8" VC
P 169
'
8" PVC
191'
8" VC
P 153
'
8" VC
P 253
'
8" VCP 210'
8" VC
P 221
'
8" VC
P 303
'
8" VCP 303'
6" VCP 2
25'146'
144'
145'
139'
131'
90'
127'
130'
118'
122'
85'
109'
108'
107'
106'
103'
126'
103'
103'
146'
(1991
)
(1961)
A41 (1966)
D3381 (1991)
A-041 (1966)
D3035 (1986)
NS55
5 (
1964
)
NS35
(1
966)
NS206 (1958)
ORIG (1966)
NS159 (1966)
A-028 (1966)
NS183 (1966)
D3506
(1998)
D1493 (1977)
NS231 (1963)
WO2790 (1965)
A-028 (1966)
D3381 (1991)
A-028 (1966)
D3381 (1991)
WO2790 (1965)
ORIG (1966)
A41 (1966)
A41 (1966)
ORIG (19
66)
A41 (1966)
A41 (1966)
D3381 (1991)
A41 (1966)
A41 (1966)
ORIG (1966)
D3381 (1991)
A41
(1966
)
A41 (1966)
A-041 (1966)
NS35 (1966)
A41 (1966)
A41
(19
66)
A41
(19
66)
A41
(19
66)
NS206 (1958)
A41
(19
66)
A-028 ('66)
NS536 ('63)
A41 (
'66)
A41 ('66)
NONE
ORG 1966
(4)
(5)
ESCONDIDO AV
EUCALYPTUS AV
ALTA VISTA DR
AVAL
ON D
R
CASPER LN
BRENT LN
WINDSOR CT
PRIVATE RD
OCEAN VIEW DR
VERA CR
ALES
TAR S
T
PRIVATE RD
EUCALYPTUS AV
AVAL
ON D
R
PRIVATE RD
PRIVATE RD
PR IVA T E RD
PRIVATE RD
PRIVATE RD
ALTA VISTA DR
640
720
734751
666110
269
122
140630
765
217
761
742723
301
944
355
244
242
920
725
300
965
764
651
123
929
869
237
727
240
401
958
129
207
320
769717
319
330325
310
320
200
870
729
132
777
1006
904
326
221
935
246
235
136
811
1005
737
404
251
228
871
801968
280
245
739
767
233
1002
721
340
1010
302
407
247
220
117
729
837
761
323
250
272
248
218
150
921
819
1010
755
760
941
264
246
964
321
245
252
312
211
212
218
233
915
209
826
719
356
211
206
250
227
208
217
804
222
340
259
221
825
230
122
749
268
820
723
224
148
237
819
733
743229
240
843
225
152
327
835
1011
830
820 815
986
752
1011
703
111
204
845
317
311
225
320
731
318
335
850
206
838
66366
3
326
840
238
306
1014
835
707
209
229
1013
258
735
339 332
305
756
312
267
713
321
231
235
950
705 83
2
239
331
828
726716
700736
330
982
706
242
391
307
206
229
1016
1010
663
322
296
202
824
860232
340
1005
925
259211
244
399 853
942
834
114
1007
616
241
306
839
284
110
419
322845
421
253
935
286
403
857
1024
219 401410 405
500
375
450
350
475
400425
375
400
425
375
425
450
350
375
425
425
375
400
400
375
425
450
500
350
475
450
475
375
400
425
375
375
450
450
375
37
5
400
425
400375
450
450
450
475
375
350
350
450
400
400
475425
425
3 50
425
400
425
450
425
375
425
400
400
375
350
400
400
40 0
400
400
400
450
400
400
375
475
425
375
450
400
400
475
425
350
425
350
450
425
VISTA
®1 inch = 200 feet
Every reasonable effort has been made to assurethe accuracy of this map. However, neither the
SanGIS participants nor San Diego Data Proces-sing Corporation assume any liability arising
from its use.THIS MAP IS PROVIDED WITHOUT WARRANTYOF ANY KIND, EITHER EXPRESS OR IMPLIED,
INCLUDING, BUT NOT LIMITED TO, THE IMPLIEDWARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE.
PROPRIETARY INFORMATION: The use of thisinformation is pursuant to sublicense agreement
only. Any resale or relicensing of thisinformation is prohibited, except in accordance
with such sublicensing agreements.
Prepared by: RBC & FJR
Printed
19_13Sheet
Oct 15, 2008
Legend
0 100 200
Feet
1991 - 25' contours1991 - 5' contoursStorm Water FlowlinesFire Hydrants
!Parcel with active Sewer Account
Parcel Boundary with Address1239
Easements (existing)
City LimitsBuena SanitationDistrict boundaryFlow Transfer Agreementwith VWDDetachment AreaFlow & MaintenanceAgreement w/ San Marcos
Sewer Mains
2005 OrthophotoCopyright 2005 AirPhotoUSA, LLC, All Rights Reserved.
Node ID
Manhole depth!(39
(15.1)Node TypePublic Other
Manhole!(!(
Cleanout!!(
Plug% %
ActiveForce MainAbandonedPrivate
other!5
Trunkline
Basin boundaries
Drop Manhole")")
20_1
2
20_13
20_14
19_1
2 19_14
18_1
2 18_13 18_14
top related