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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