San Marcos City Council
February 25, 2025

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 147 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 160
SEE SHEET 134
SEE SHEET 146SEE SHEET 148

BBOORRDDEENN RRDD

BBAANNYYAANN CCTT

PRIVATE RD

NN DDEELL AAVV

PPRRIIVVAATTEERRDD

RICHLAND RD

PRIVATE RD PRIVATE RD

WASATCH PL WASATCH PL

PRIVATE RD

LORI CT

DEL SOL AV

FULTON RD FULTON RD

LACEBARK ST

PRIVATE RD PRIVATE RD

CATHERINE AV CATHERINE AV

RICHLAND RD
VVII

SSTTAA VVEERRDDEE

WULFF ST

PRIVATE RD

DEL FRESNO AV

CALLE CABRILLO

CALLE CERRO CALLE CERRO

RREEDDHHIILLLL LLNN

PPRRIIVVAATTEE
DDYY

GINA LN

DOROTHEA AV

RIVER RUN CR

ROSE RANCH RD
800' 800'
790'
780'
780'
770' 770'
760' 760'
750' 750'
740' 740'
730' 730'
720' 720'
710' 710'
700' 700'
690' 690'
780'
780'
770'
770'
760' 760'
750'
750'
740'
740'
730' 730'
720'
720'
710'
710'
760' 760'
750'
750'
740' 740'
730' 730'
720' 720'
710' 710'
750' 750'
740'
740'
730' 730'
720' 720'
710'
710'
710'
710'
700' 700'
700' 700'
690' 690'
680'
680'
750'
740'
710'
710'
700' 700'
700'
700'
700' 700'
760' 760'
720' 720'
740'
740'
720' 720'
730'
730'
700' 700'
700' 700'
750'
750'
750'
750'
750' 750'
730' 730'
720'
720'
700'
700'
700' 700'
700'
700'
760'
760'
750' 750'
710' 710'
700'
700'
CBIN10001
CBIN10002
CLEN10282
INLT10148
CBIN10388
CBIN10405
OTHR10285
CBIN10533
CLEN10378
CLEN10379
OTHR10297
OTHR10298
OTHR10299
CBIN10557
CBIN10558
CBIN10559
CBIN10560
INLT10232
OTHR10304
CLEN10396
CLEN10397
CLEN10398
CLEN10399
CLEN10400
CBIN10595
CLEN10401
CLEN10402
CLEN10403
INLT10243
CBIN10596
OTLT10064
OTHR10324
OTHR10325
OTLT10070
OTHR10379
OTLT10071
OTHR10380
OTLT10072
OTHR10403
OTHR10429
OTHR10430
OTHR10499
OTHR10500
OTHR10501

SAN MARCOS SAN MARCOS
PIPE11308
PIPE11226
CHAN10016
PIPE10026
PIPE10787
CULV10107
PIPE11235
CULV10109
CHAN10093
PIPE11300
PIPE11310
PIPE11229
PIPE11232
CHAN10040
PIPE11305
CULV10108
PIPE11298
CHAN10091 CHAN10090
PIPE11309
PIPE11230
PIPE11304
PIPE11227
PIPE11299
CHAN10041
PIPE11233
PIPE10788
DTCH10236
PIPE10025
PIPE10784
PIPE11302
PIPE10783
PIPE11231
PIPE11306
PIPE11301
PIPE11303
FLOW10016
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 148 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 161
SEE SHEET 135
SEE SHEET 147SEE SHEET 149

AMBER DR

PRIVATE DY PRIVATE DY

PRIVATE DY

PRIVATE DY

WOODLAND PY WOODLAND PY

PRIVATE RD

PRIVATE RD PRIVATE RD

PRIVATE RD PRIVATE RD

PRIVATE RD PRIVATE RD

FFUULLTTOONN RRDD

PRIVATE RD PRIVATE RD PRIVATE RD PRIVATE RD

PRIVATE RD PRIVATE RD

PPRRIIVVAATTEE
DDYY

DDAAVVEEYY
WWYY

PRIVATE DY PRIVATE DY

BRIANT ST

LACEBARK ST

MMAANNGGOO CCTT

JADE PL JADE PL
JJ

NOREEN CT

NOREEN CT

AANNEETT PPLL

HARWICH DR

DDAALLEE CCTT

PALOMINO CT

FFLLAAGGSSTTOONNEE CCTT

HHAASSTTININGGSS CCTT

PRIVATE RD PRIVATE RD

PRIVATE RD PRIVATE RD

TTIIEERR
RR AA

DDUU RRAA
RR
DD

BORDEN RD BORDEN RD
KKAA

RREENN CCTT

MMEERRLLININ CCTT

PRIVATE RD PRIVATE RD
720' 720'
700' 700'
690' 690'
680' 680'
730' 730'
710'
710'
740' 740'
730' 730'
710' 710'
700' 700'
740'
740'
720'
720'
720'
720'
710'
710'
710' 710'
700' 700'
700'
700'
690'
690'
710' 710'
700' 700'
670'
670'
720' 720'
690' 690'
690'
690'
690'
720'
720'
710'
710'
710' 710'
700'
700'
700'
700'
700' 700'
690'
690'
690' 690'
710'
710'
690'
690'
CLEN10257
CLEN10258
CLEN10259
CBIN10359
CBIN10360
INLT10141
CBIN10362
CLEN10283
CLEN10284 CLEN10285 OTLT10026
CBIN10405
CBIN10406
CBIN10407
CBIN10408
CBIN10446
CLEN10310
CLEN10311
CBIN10465
CBIN10466
CLEN10320
CBIN10470
CBIN10471
CBIN10472
CLEN10321
OTHR10249
OTHR10250
INLT10179
INLT10197
CLEN10339
CLEN10340
INLT10200
INLT10201
CLEN10341
CLEN10342
CBIN10528
CBIN10529
CLEN10391
INLT10253
CBIN10615
OTHR10345
INLT10264
OTHR10347
OTHR10353
OTHR10460
OTHR10461
OTHR10463
OTHR10583 OTHR10584 OTHR10585
OTHR10586
OTHR10601

SAN MARCOS SAN MARCOS

ESCONDIDO ESCONDIDO
CHAN10056
PIPE11158
PIPE11081
PIPE11184
CHAN10145
PIPE11003
PIPE10787
PIPE11013
PIPE10790
CHAN10060
PIPE11083
PIPE10860
PIPE11011
PIPE11157
PIPE11079
PIPE11014
PIPE11001
PIPE10859
CHAN10061
PIPE11366
PIPE11187
PIPE11012
PIPE11185
PIPE10966
PIPE11159
PIPE10965
PIPE10963
PIPE11002
PIPE11005
PIPE10784
CHAN10140
PIPE10789
CHAN10141
CHAN10057 CHAN10058
CHAN10142 CHAN10144 CHAN10143
PIPE11281
PIPE10857
PIPE11078
PIPE11080
PIPE10785
PIPE10690
PIPE10788
PIPE10689
PIPE11004
PIPE11186
PIPE10964
PIPE11367
PIPE11183
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 149 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 162
SEE SHEET 136
SEE SHEET 148SEE SHEET 150

FOXFIRE PL

BBEENNNNEETTTT AAVV

SUNBURY ST SUNBURY ST

CCOOUUNNTTRRYY CCLLUUBBLLNN

PRIVATE RD

WWOOOODDBBRRIIDDGGEERRDD

COUNTRY CLUB LN COUNTRY CLUB LN

PRIVATE RD

PPIINNEEHHUURRSSTTAAVV

FULTON RD FULTON RD

BURLINGTON PL BURLINGTON PL

PRIVATE RD PRIVATE RD

TAWNY PL TAWNY PL

RRUUBBYY
RRDD

PRIVATE RD

FOXFIRE CT FOXFIRE CT

FFIIRREESSTTOONNEE DDRR

KATY PL KATY PL

PRIVATE RD PRIVATE RD

CCOOTTTTOONNWWOOOODDPPLL

EL NORTE PY

CHESHIRE WY CHESHIRE WY

EDGEBROOK PL EDGEBROOK PL

HHAARROOLLDD RRDD

PRIVATE RD PRIVATE RD

CCAAPPISISTTRRAANNOO GGLLEENN

QQUU EIEI TT HHILILLLSS DDRR

KKRRYYSSTTAALL PPLL

CHERRY CT CHERRY CT

ARROYO GLEN

CCAASSAA RREEAALL LLNN

W EL NORTE PY

PRIVATE RD PRIVATE RD

PRIVATE RD PRIVATE RD
770'
770'
750' 750'
740'
740'
730'
730'
720'
720'
750'
750'
730' 730'
720'
720'
710'
710'
730'
730'
720'
720'
750' 750'
710'
710'
740'
740'
700' 700'
760'
750'
740' 740'
750' 750'
740' 740'
730' 730'
720'
720'
740' 740'
730'
760'
750' 750'
760'
760'
750' 750'
770' 770'
760' 760'
740' 740'
730' 730'
740' 740'
730'
730'
710'
700' 700'
710'
740'
740'
770'
770'
750' 750'
740'
730'
720' 720'
720'
720'
710' 710'
720' 720'
710' 710'
700' 700'
690' 690'
750'
750'
720'
720'
720'
720'
700'
700'
CBIN10429
CBIN10430
CLEN10299
CBIN10576
CBIN10577
OTHR10310
CLEN10392
CBIN10586
OTHR10312
INLT10241
OTHR10313
CBIN10587
CLEN10393
CBIN10588
OTLT10063
OTHR10318
OTHR10580
OTHR10581
OTHR10582

SAN MARCOS SAN MARCOS

ESCONDIDO ESCONDIDO
PIPE11457
CHAN10137
PIPE11271
PIPE11273
PIPE11461
PIPE11288
PIPE10941
CULV10090
PIPE11456
PIPE11460
PIPE11334
CHAN10140
CULV10095
CULV10093
CHAN10139 CHAN10138
PIPE11459
PIPE11458
PIPE11333
CULV10094
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 150 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 163
SEE SHEET 137
SEE SHEET 149SEE SHEET 151

SSUUNNSSEETT HHEEIIGGHHTTSS RRDD

FOXFIRE PL

CCOORRTTEEZZ GGLLEENN

PRIVATE RD PRIVATE RD

CCOORRTTEEZZ AAVV

LLAA HHAABBRRAA

GGLLEENN

LLAA HHAABBRRAA SSTT

VIZCAINO CT

FOXFIRE CT FOXFIRE CT

LOS CEDROS LN

LLAA PPAALLOOMMAA GGLLEENN

PPIINNEEHHUURRSSTTAAVV

MMIIRRAAFFLLOORREESSGGLLEENN

BBOOLLSSAA

CCHHICICAA

GGLLEENN
LLAA

BBRREEAA
SSTT

CCOOUUNNTTRRYYCCLLUUBBLLNN

LLAA MIRIRAADDAA
WWYY
EELL

RROOSSAALL
PPLL

PPOORRTTOOLLAA AAVV

FIRESTONE DR FIRESTONE DR

SSAANN CCAARRLLOOSS PPLL

LLAA PPAALLOOMMAA AAVV

PIZARRO LN PIZARRO LN

LLAA MMIIRRAADDAA AAVV
870'
870'
860' 860'
850' 850'
840' 840'
830'
830'
820'
820'
810'
810'
750'
750'
740'
740'
800'
800'
790' 790'
750' 750'
740' 740'
770' 770'
760'
760'
790' 790'
780'
780'
770'
770'
760' 760'
750' 750'
730' 730'
720' 720'
750'
750'
740' 740'
770' 770'
760' 760'
810'
810'
800' 800'
790' 790'
780' 780'
770'
770'
760' 760'
760'
750'
790' 790'
780' 780'
760' 760'
770' 770'
750'
750'
740' 740'
880'
770'
770'
740'
800'
800'
730'
800'
800'
780' 780'
780' 780'
750' 750'
750'
750'
730'
730'
790'
790'
770' 770'
770'
770'
760' 760'
770' 770'
740' 740'
730' 730'
730'
730'
780' 780'
760'
760'
740'
740'
S.D. COUNTY S.D. COUNTY

ESCONDIDO ESCONDIDO
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 151 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 164
SEE SHEET 138
SEE SHEET 150SEE SHEET 152

SSUUNNSSEETT HHEEIIGGHHTTSSRRDD

JANA PL JANA PL

LLAA HHAABBRRAA GGLLEENN

FOUNTAIN PL FOUNTAIN PL

SONIA PL SONIA PL

LLAA HHAABBRRAA SSTT

MIRAMONTE GLEN MIRAMONTE GLEN

SSAANN JJAACCIINNTTOOGGLLEENN

LOOKOUT PT PL LOOKOUT PT PL

SSKKYYHHILILLL PPLL

N NUTMEG ST

IMPERIAL DR IMPERIAL DR

EEAAGGLLEESSUUM

MITIT PPLL

GGRRAANNDDVVIIEEWCCTT

HHEERRMMOOSSIILLLLOOGGLLEENN TURTLE DOVE LN TURTLE DOVE LN

LOOKOUT PT PL LOOKOUT PT PL

VIA SCOTT

VIA SCOTT

LA PALOMA AV LA PALOMA AV
VVIAIA

AALLEEXXAANNDDRRAA

CCHHEERROOKKEEEELLNN

LLEEOO CCTT

PRIVATE RD PRIVATE RD

MMEEMMOORRYY LLNN

BELLINDA ST

CCAARRAAWWAAYY SSTT
15 880'
880'
870'
870'
860' 860'
840' 840'
830'
830'
820'
820'
850'
850'
800'
800'
790' 790'
780' 780'
770'
770'
760' 760'
850' 850'
840'
840'
830' 830'
820'
820'
810' 810'
800'
800'
780' 780'
770' 770'
760'
760'
750'
750'
860' 860'
790' 790'
850'
850'
840'
840'
830' 830'
820'
820'
810' 810'
800' 800'
790' 790'
780'
780'
770'
770'
750' 750'
740'
740'
850'
850'
840' 840'
830' 830'
820' 820'
810' 810'
800' 800'
840'
840'
820' 820'
810'
810'
800' 800'
790'
790'
780' 780'
770' 770'
760' 760'
750' 750'
880' 880'
870' 870'
860'
860'
810' 810'
800' 800'
800'
800'
790'
790'
840' 840'
830'
830'
810'
810'
750'
750'
740'
740'
730' 730'
760'
760'
790' 790'
790'
770' 770'
850'
850'
840' 840'
830' 830'
810'
780' 780'
740'
740'
890' 890'
880'
880'
S.D. COUNTY S.D. COUNTY

ESCONDIDO ESCONDIDO
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 152 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 165
SEE SHEET 139
SEE SHEET 151

CCAASSAA LLIINNDDAA WWYY

SMILAX RD SMILAX RD

PPOOININSSEETTTTIAIA
AAVV

MMIIMMOOSSAA
AAVV

PRIVATE RD

PRIVATE RD

OLEANDER AV

CALHOUN CT

MATTE LN

PRIVATE RD

PRIVATE RD

PRIVATE RD

ADELINE CT

PRIVATE RD

POINSETTIA AV
78 Agua Hedionda Creek
480'
480'
470'
470'
460'
460'
450' 450'
440'
440'
430'
430'
490'
490'
420'
420'
470'
470'
450'
450'
440'
440'
430' 430'
480'
470'
460'
460'
450' 450'
440' 440'
450'
450'
440'
440'
450'
450'
440'
440'
410' 410'
450'
450'
490'
470' 470'
460'
460'
460'
460' 460'
440' 440'
440' 440'
440'
440'
430'
430'
430' 430'
430' 430'
430' 430'
430'
430'
420' 420'
410' 410' 410'
410'
CBIN11818
INLT10891 INLT10892
INLT10893
CLEN11524
CLEN11525
OTHR11544
OTHR11545
OTHR11546
OTLT10284
INLT10935
OTHR11597
OTHR11598
OTHR11599
OTHR11600
OTHR11601

SAN MARCOS SAN MARCOS

VISTA VISTA
S.D. COUNTY S.D. COUNTY
CHAN10693
PIPE14646
PIPE14776
CULV10257
CHAN10688
PIPE14679
PIPE14591
CHAN10687
CULV10255
CHAN10694
PIPE14590
PIPE14647
PIPE14778
CHAN10692
CBIN11889
OTLT10356
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 153 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 166
SEE SHEET 140
SEE SHEET 154

HYDRA CT
SS

SSAANN TTAA
FFEE
AAVV

LAS FLORES DR LAS FLORES DR

CCAASSAA LLIINNDDAA WWYY

PRIVATE RD

PRIVATE RD

AAVVNNDDAA
DDEE

SSUUEERRTTEE

PPRRIIVVAATTEE RRDD

EL TIGRE EL TIGRE

HOLLENCREST RD

NN LLAASS FFLLOORREESS DDRR

PRIVATE RD PRIVATE RD

PRIVATE RD PRIVATE RD

PRIVATE RD

PRIVATE RD PRIVATE RD

PRIVATE RD PRIVATE RD

DDEE LLEEOONNEE RRDD

PRIVATE RD PRIVATE RD
VVIIAA
LLAA

VVEENNTTAA

PRIVATE RD
78 620'
620'
600'
600'
610'
610'
530'
540' 540'
530'
520' 520'
510'
510'
500' 500'
480'
480'
490'
490'
550' 550'
560' 560'
570'
570'
580'
580'
470' 470'
640'
630'
590' 590'
580'
580'
560'
560'
550' 550'
570'
570'
540'
540'
530'
530'
480'
480'
470'
470'
510'
510'
500'
500'
620' 620'
610' 610'
600' 600'
520' 520'
500' 500'
490' 490'
480'
470'
490'
490'
480'
640'
640'
630'
630'
590' 590'
460'
460'
520'
520'
460'
460'
590' 590'
460' 460'
470'
590' 590'
590'
590'
540'
540'
540'
540'
540' 540'
490' 490'
480' 480'
470' 470'
460'
460' 460'
540' 540'
CLEN11381
INLT10803 CBIN11725
CBIN11726
INLT10804
CLEN11386
INLT10806
CBIN11729
CLEN11389
INLT10807
CLEN11390
CLEN11391
INLT10808
CLEN11392
INLT10809
CLEN11393
INLT10810
CLEN11394
INLT10811
CLEN11395
CLEN11396
CLEN11407
CBIN11735
INLT10819
CLEN11421
INLT10824
OTLT10225
CLEN11423 CBIN11752
CLEN11424 CLEN11425
CBIN11754
CBIN11755
CLEN11426
CBIN11757
OTLT10226
CLEN11427
INLT10826
INLT10827
CLEN11434
CLEN11435
CLEN11436
CLEN11437
CLEN11438
CLEN11439
CLEN11440
CLEN11441
CLEN11442
CLEN11443
CLEN11445 CLEN11444
CLEN11446
CLEN11447
CLEN11448
CLEN11449
OTHR11494 INLT10830
INLT10831
INLT10832
INLT10834
INLT10838
INLT10839
INLT10841 CLEN11488
CBIN11803
CBIN11804
CBIN11805
CLEN11491
CLEN11492
CBIN11806
CBIN11807 CLEN11493
INLT10879
CBIN11812
INLT10881
CBOL10006
INLT10882
CBIN11814
OTHR11502
OTHR11503 SEPR10033
INLT10885
CLEN11502
INLT10886
OTLT10242 INLT10887
OTHR11505
INLT10892
OTHR11506
OTHR11507
INLT10908
INLT10909
CLEN11526
OTHR11512
CBIN11848
CBIN11849
INLT10910
CLEN11527
INLT10911
CBIN11850
OTLT10254
CBIN11851
OTLT10283
CBIN11882
OTHR11593
OTHR11594
OTHR11595
OTHR11596

SAN MARCOS SAN MARCOS
PIPE14537
PIPE14280
PIPE14567
PIPE14286
PIPE14430
PIPE14282
PIPE14398
PIPE14565
PIPE14422
PIPE14434 PIPE14423
PIPE14660
PIPE14288
PIPE14306
PIPE14297
PIPE14421
PIPE14378
PIPE14294
PIPE14366
PIPE14407
PIPE14329
PIPE14574
FLOW10071
PIPE14532
PIPE14412
PIPE14287
PIPE14326
PIPE14393
PIPE14404
PIPE14529
PIPE14525
PIPE14395
PIPE14303
PIPE14533
PIPE14570
PIPE14305
PIPE14396
CHAN10683
PIPE14780
PIPE14283
PIPE14579
PIPE14281
PIPE14534
PIPE14284
PIPE14377
PIPE14420
PIPE14302
PIPE14679
PIPE14411
PIPE14397
PIPE14367
PIPE14304
PIPE14542
PIPE14658
PIPE14417
PIPE14531
PIPE14571
PIPE14429
PIPE14328
PIPE14289
PIPE14539
PIPE14566
PIPE14643
PIPE14300
PIPE14299
PIPE14358
PIPE14425
CHAN10686
CHAN10685 CHAN10684
PIPE14564
CHAN10687
PIPE14308
PIPE14538
PIPE14388
CULV10253
PIPE14357
PIPE14528
PIPE14530
PIPE14524
DTCH10439
PIPE14307
PIPE14435
PIPE14379
PIPE14540
PIPE14642
PIPE14527
FLOW10061
PIPE14781
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 154 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 167
SEE SHEET 141
SEE SHEET 153SEE SHEET 155

WW BBOORRDDEENN RRDD

CAM DEL SOL
HH
YY
DD
RRAA
CCTT

MARTINGALE LN

ALTA CT

CTE ENCANTO CTE ENCANTO

AAVVNNDDAA

RREEGGIINNAA

CTE FAMOSA CTE FAMOSA
C

AVNDA CORDOBA AVNDA CORDOBA

CAASSITITAA LLNN

CTE LOREN CTE LOREN

CURRY COMB DR CURRY COMB DR

CTE GALANTE CTE GALANTE

PEGASUS WY

CTE RAQUEL CTE RAQUEL

N LAS POSAS RD N LAS POSAS RD

AVNDA BLANCO AVNDA BLANCO

AVNDA VERDE

AVNDA VERDE

AVNDA AZUL

AVNDA AZUL
LLOO
MM
AA

AA LLTTAA DDRR
660'
660'
650' 650'
640' 640'
630' 630'
620' 620'
610' 610'
600' 600'
590'
590'
580' 580'
570' 570'
710' 710'
700'
700'
690'
690'
680'
680'
670'
670'
640' 640'
630' 630'
620'
620'
610'
610'
600'
600'
710' 710'
700'
700'
690'
690'
730'
730'
720' 720'
680'
680'
670' 670'
700'
700'
690' 690'
680' 680'
670' 670'
660' 660'
650' 650'
640' 640'
630' 630'
620' 620'
670' 670'
650' 650'
660' 660'
640' 640'
630' 630'
620' 620'
720'
710'
700'
690'
690'
730'
730'
720'
720'
720'
730'
730'
720'
660'
660'
650'
650'
600'
600'
590'
590'
660' 660'
680'
680'
720' 720'
710' 710'
710' 710'
710' 710'
710' 710'
700'
680' 680'
680' 680'
670' 670'
660' 660'
650'
650'
610' 610'
CBIN10728
CLEN10459
CBIN10729
CLEN10460
INLT10309
CBIN10742
INLT10316
CLEN10464
CLEN10465
CBIN10744 CBIN10747
CLEN10482 CBIN10753
CBIN10765
CLEN10483
OTHR10637
INLT10324
CBIN10778
INLT10325 CLEN10485
CLEN10486
CBIN10779
CBIN10795
CLEN10496
CBIN10796
CBIN10797 CBIN10798
CLEN10497 CBIN10799
CBIN10801 CLEN10498
CBIN10803
CLEN10500 CLEN10501
CLEN10502
CBIN10804
CLEN10503
CLEN10504
CBIN10807
CBIN10811 CLEN10508
CLEN10509
OTLT10089
INLT10345
INLT10381 CLEN10582
OTHR10836
OTHR10837
OTHR10838
OTHR10839
OTHR10840 OTHR10841
OTHR10843
OTHR10844
OTHR10845
CBIN11736
CBIN11737
CBIN11738
CBIN11739
CBIN11740
CLEN11408 INLT10820
CLEN11410 CLEN11411
CLEN11412
INLT10821
CBIN11742
OTLT10226
CLEN11427
CBIN11760
CLEN11428
CBIN11761
CLEN11429
CLEN11430
CLEN11431
CBIN11762
CBIN11763
INLT10825
CLEN11433
OTLT10227 INLT10828
INLT10846 OTLT10228
CLEN11528

SAN MARCOS SAN MARCOS
PIPE14385
PIPE11694
PIPE11757
PIPE14441
PIPE11762
PIPE14336
PIPE11645 PIPE11754
PIPE14334
PIPE14371
PIPE14338
PIPE14660
PIPE11749
PIPE11756
PIPE11766
PIPE14424
PIPE14341
PIPE14373
PIPE11666
PIPE14370
PIPE11771
PIPE11663
PIPE11639
PIPE14340
PIPE14344
PIPE11758
PIPE11644
PIPE11753
PIPE14356
PIPE14346
PIPE11855
PIPE11684
PIPE11752
PIPE14339
PIPE11776
PIPE11662
PIPE11648
PIPE14353
CHAN10316
PIPE14345
PIPE11683
PIPE12241
PIPE11682
PIPE11765
FLOW10061
PIPE12055
PIPE14342
DTCH10439
PIPE11620
PIPE11710
PIPE11763
PIPE11711
PIPE11751
CHAN10315
CHAN10308
PIPE14343
CHAN10306 CHAN10307
CHAN10314
CHAN10309
PIPE11669
PIPE14430
PIPE14335
PIPE12043
PIPE11750
PIPE11642
PIPE14375
PIPE14365
PIPE14386
PIPE11681
PIPE12054
PIPE11747
PIPE11761
PIPE11670
PIPE11709
PIPE11643
CHAN10313
PIPE11621
PIPE11767
PIPE11712
PIPE11661
CHAN10305
PIPE11664
PIPE14333
PIPE14337
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 155 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 168
SEE SHEET 142
SEE SHEET 154SEE SHEET 156

CCAAMM DDEELL SSOOLL

TTEESSOORROOAAVV
VVIIAA
DDEE

PPLLAATTAA

AAVVNNDDAA

AAGGUULILI AA

WW BBOORRDDEENN RRDD

CTE ENCANTO CTE ENCANTO

CALLE CAPISTRANO CALLE CAPISTRANO

CCTTEEFFAAMMOOSSAA

BIRD CT BIRD CT

CTE GALANTE CTE GALANTE
JJAAYY
CCTT
VVIIAA
BB
AA
RR

QQUUEERR OO

FEATHER DR FEATHER DR

CALLE EMPARRADO

CC AAMM MM
AA

GG NNIIFFII CC
OO

CAMTO AMARILLO
830'
810' 810'
800' 800'
790' 790'
770' 770'
760' 760'
750' 750'
740' 740'
720'
730'
730'
710'
720'
700'
710'
690'
700'
680' 680'
690'
670' 670'
660'
660'
640'
640'
820'
820'
780' 780'
750' 750'
740' 740'
730'
730'
720'
720'
710'
710'
700'
700'
690' 690'
680'
680'
760' 760'
750' 750'
740' 740'
730'
730'
750' 750'
740' 740'
730'
730'
720' 720'
720'
730' 730'
700'
710' 710'
720'
690' 690'
700'
680'
680'
670' 670'
670' 670'
650'
650'
640'
640'
630' 630'
620' 620'
610' 610'
600' 600'
650'
630' 630'
620' 620'
660'
660'
690' 690'
660'
660'
750'
750'
730'
730'
680'
680'
670' 670'
670' 670'
770' 770' 740' 740'
710'
710'
690' 690'
680'
680'
640' 640'
CBIN10657
CLEN10434
CBIN10658
CBIN10660
CLEN10435 CBIN10661
CLEN10436 CLEN10437
CBIN10663
CLEN10438
CBIN10732
CBIN10733 CBIN10734 CBIN10737
CBIN10738
OTHR10631
INLT10313
CBIN10759
CBIN10766
CBIN10767
CBIN10768
CBIN10769
CBIN10770
CBIN10771
CBIN10772
INLT10322
INLT10323
CBIN10773
CBIN10774
CBIN10775 CBIN10776
CBIN10777
CLEN10489
INLT10326
CBIN10781
CLEN10505
CLEN10506
CBIN10808
CBIN10809
CBIN10810
CLEN10507
CLEN10509
CLEN10565
INLT10376
CBIN10944
CLEN10567
CLEN10568 CBIN10945
INLT10377
CLEN10569
CLEN10570
INLT10378
INLT10379
CLEN10571
CLEN10572
CLEN10573
INLT10382 CLEN10580
CLEN10581 CLEN10582
CBIN10977

SAN MARCOS SAN MARCOS
PIPE12037
PIPE11507
PIPE11518
PIPE12045
PIPE11743
PIPE12032
PIPE11742
PIPE11733
PIPE12057
PIPE11514
PIPE11738
PIPE11722
PIPE11729
PIPE11769
PIPE12036
PIPE11731
PIPE11504
PIPE11509
PIPE11629
PIPE11598
PIPE11508
PIPE12055
PIPE11736
PIPE11597
PIPE11737
PIPE11768
PIPE11637
PIPE12243
PIPE11512
PIPE11734
PIPE11516
PIPE11505
PIPE12039
PIPE11596
PIPE11740
PIPE11770
PIPE12043
PIPE11635
PIPE12040
PIPE11771
PIPE12031
PIPE12041
PIPE12042
PIPE12030
PIPE11741
PIPE11727
PIPE12044
PIPE11517
PIPE12056
PIPE11764
PIPE12053
PIPE11730
PIPE11767
PIPE11728
PIPE12034
PIPE11515
PIPE11739
PIPE11726
PIPE12035
PIPE12029
PIPE11735
PIPE11732
PIPE11513
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 156 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 169
SEE SHEET 143
SEE SHEET 155SEE SHEET 157

WW BBOORRDDEENN
RRDD
1130' 1130'
1120'
1120'
1110' 1110'
1100' 1100'
1090' 1090'
1080' 1080'
1070'
1070'
1060'
1060'
1040'
1040'
1030' 1030'
1020' 1020'
1010' 1010'
1000' 1000'
990'
990'
980' 980'
970' 970'
960' 960'
950'
950'
940' 940'
930'
930'
920'
920'
910'
910'
900'
890'
880'
860'
850'
840'
830'
820'
810'
800'
790'
780'
770'
760'
760'
750' 750'
1190' 1190'
1180' 1180'
1170'
1160'
1150'
1140'
1130'
1130'
1120'
1120'
1110' 1110'
1100' 1100'
1090' 1090'
1080' 1080'
1070' 1070'
1060' 1060'
1050' 1050'
1040' 1040'
1030' 1030'
1020' 1020'
1000'
990'
980'
970'
960'
950'
950'
930' 930'
920' 920'
910' 910'
900' 900'
890'
890'
850'
850'
840'
840'
880'
820' 820'
810' 810'
800' 800'
790'
1010'
1010'
980'
990' 990'
1000' 1000'
980'
960' 960'
970'
970'
940' 940'
950'
950'
930'
920' 920'
910'
910'
890' 890'
880' 880'
870'
870'
860' 860'
840' 840'
830' 830'
820' 820'
810' 810'
800' 800'
850'
790' 790'
780' 780'
1110'
1110'
1100' 1100' 1090' 1090'
1080' 1080'
1070' 1070'
1060' 1060'
1050' 1050'
1040' 1040'
1030' 1030'
1020' 1020'
1010' 1010'
1000' 1000'
1070' 1070'
1060' 1060'
1050'
1040'
1030'
1020'
1020'
1010'
1010'
1000'
1000'
940'
940'
930'
930'
920'
920'
910'
910'
900' 900'
890'
890'
880'
880'
870'
870'
1140'
1140'
1130' 1130'
1120' 1120'
1110' 1110'
1100'
1100'
1090' 1090'
960' 960'
950'
950'
940'
940'
930'
930'
920'
920'
910'
910'
830' 830'
820'
810'
800'
790'
790'
780'
780'
770'
760'
1130' 1130'
1120'
1120'
1110' 1110'
1100' 1100'
990'
990'
980'
970'
970'
960' 960'
950' 950'
860' 860'
850' 850'
840' 840'
1130' 1130'
1120' 1120'
1110'
1110'
1100' 1100'
1060'
1060'
1050'
1050'
1040'
1040'
1030'
1030'
990' 990'
980' 980'
970'
970'
960'
960'
950'
950'
950' 950'
940' 940'
930' 930'
920' 920'
1080' 1080'
1070' 1070'
1000' 1000'
980' 980'
940' 940'
930' 930'
840'
840'
830'
830'
760'
760'
770'
770'
750'
740' 740'
750' 750'
740' 740'
1150' 1150'
1140' 1140'
770'
760'
750' 750'
740'
740'
990'
990'
980' 980'
870' 870'
860'
860'
1050' 1050'
870'
870'
740' 740'
730'
1010' 1010'
940' 940'
830' 830'
1020' 1020'
900' 900'
1090' 1090'
1000'
1090' 1090'
1150'
1150'
1010' 1010'
960' 960'
730' 730'
740'
740'
CBIN10654
CLEN10430
CBIN10655
CBIN10657
CBIN10658
CBIN10661
INLT10300
INLT10314
INLT10315
CLEN10524
CLEN10525
INLT10338

SAN MARCOS SAN MARCOS
PIPE11503
PIPE12172
PIPE11514
PIPE11508
PIPE11831
PIPE11506
PIPE11829
PIPE11597
PIPE11505
PIPE11509
PIPE11510
PIPE11515
PIPE11830
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 157 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 170
SEE SHEET 144
SEE SHEET 156SEE SHEET 158

LEGACY DR LEGACY DR
WW
BBEELL

EESSPPRRIITT CCRR

PPRRIIVVAATTEE RRDD
1010'
1010'
1000'
1000'
990'
990'
980'
980'
970' 970'
960'
960'
950'
950'
940'
940'
930'
930'
920' 920'
910' 910'
900'
900'
890' 890'
870'
870'
860'
860'
850'
850'
840' 840'
830' 830'
820' 820'
810' 810'
800' 800'
790' 790'
780'
780'
770' 770'
760' 760'
750' 750'
740' 740'
840'
840'
830' 830'
820'
820'
810' 810'
800' 800'
790' 790'
780'
780'
770'
770'
760'
760'
750'
750'
740' 740'
730'
730'
720' 720'
710' 710'
700'
700'
690'
690'
680'
680'
670'
670'
660'
660'
650' 650'
860'
860'
850'
850'
840'
840'
830' 830'
820' 820'
810' 810'
820'
820'
810'
810'
800'
800'
780'
780'
770' 770'
990' 990'
980' 980'
970'
970'
960'
960'
820'
820'
810'
810'
800' 800'
790'
780'
780'
810' 810'
800' 800'
790'
790'
770' 770'
760' 760'
750' 750'
740' 740'
730'
730'
710' 710'
700' 700'
690' 690'
720'
720'
710' 710'
700' 700'
690' 690'
680'
680'
720' 720'
710'
710'
700' 700'
690' 690'
680' 680'
690'
670'
840'
840'
830'
830'
820'
820'
810' 810'
800' 800'
790'
790'
780'
780'
780' 780'
770'
770'
760'
760'
750'
750'
740' 740'
730'
730'
720' 720'
680' 680'
670' 670'
660'
660'
840'
840'
830' 830'
690'
690'
680' 680'
880'
880'
730'
850' 850'
640'
640'
790'
790'
810'
810'
790' 790'
980' 980' 820' 820'
790'
790'
760'
760'
740'
740'
740' 740' 740' 740'
720'
720'
700' 700'
680'
680'
680'
680'
680'
680'
680'
670' 670'
670'
670'
650' 650'
CBIN10018 CBIN10019
CLEN10012 CLEN10013
CLEN10014
CLEN10015
CLEN10016 CBIN10020
CBIN10021
INLT10008
CLEN10023
OTLT10013

SAN MARCOS SAN MARCOS
PIPE10033
PIPE10031
PIPE10074
PIPE10073
PIPE10041
PIPE10032
PIPE10675
PIPE10134
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 158 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 171
SEE SHEET 145
SEE SHEET 157SEE SHEET 159

DANE DR

N TWIN OAKS VALLEY RD N TWIN OAKS VALLEY RD

SUNSET CT SUNSET CT

ROSE CT ROSE CT

CHESTERFIELD CR CHESTERFIELD CR

LLAANNDDMMAARRKK PPLL

LLAANNDDMMAARRKK
CCTT

PEACH WY PEACH WY

WOODWARD ST

WOODWARD ST

MMAAYYBBRRITITTT CCRR

LEGACY DR LEGACY DR

PPRRIIVVAATTEE RRDD

KK EENNTTFFIIEELLDD DDRR

LLAAWWNNSSDDAALLEE PPLL

MMAAYYBBRRITITTT CCRR

GOLF GLEN DR GOLF GLEN DR
730' 730'
720'
720'
710'
710'
700' 700'
690'
690'
680' 680'
670' 670'
650'
660' 660'
640' 640'
650'
670' 670'
660' 660'
650' 650'
700' 700'
690' 690'
670' 670'
660'
660'
650'
650'
640'
640'
630'
630'
720'
710'
700'
690' 690'
680' 680'
740'
730'
720'
710'
700'
640' 640'
630' 630'
630' 630'
620' 620'
690' 690'
680'
680'
690' 690'
680'
680'
690'
690'
680' 680'
640' 640'
630'
630'
640'
630'
630' 630'
620' 620'
620'
620'
610'
610'
620' 620'
610' 610'
610'
650' 650'
690' 690' 690' 690'
690'
690'
640'
640'
700' 700'
690' 690'
690' 690'
660' 660'
650'
650'
650' 650'
640' 640'
640' 640'
630' 630'
610' 610'
680'
680'
640'
640'
INLT10022
CBIN10083
CLEN10047
CLEN10048
CLEN10049
CBIN10084
CBIN10085
CBIN10086 CBIN10087
CBIN10088 CLEN10050
CBIN10090
CLEN10052
INLT10023
OTHR10020
CLEN10053
CLEN10054
CBIN10091
CLEN10055
CBIN10092
CBIN10093
INLT10024
CBIN10095
CBIN10096
CBIN10097
CBIN10098
OTHR10021
CLEN10057
CBIN10107
CBIN10108
CBIN10118
INLT10031
INLT10032
CBIN10119
CLEN10169
CLEN10170 CLEN10171
OTHR10084
CLEN10172
OTHR10085
CBIN10260
CBIN10261
CBIN10282
CBIN10296
CBIN10297

SAN MARCOS SAN MARCOS
PIPE10165
PIPE10194
PIPE10583
PIPE10155
PIPE10169
PIPE10182
PIPE10189
PIPE10637
PIPE10582
PIPE10008
PIPE10176 PIPE10173
PIPE10009
PIPE10007
PIPE10020
PIPE10196
PIPE10178
PIPE10195
PIPE10167
PIPE10580
PIPE10174
PIPE10578
PIPE10321
PIPE10584
PIPE10192
PIPE10197
PIPE10011
PIPE10179
PIPE10049
PIPE10181
PIPE10576
PIPE10577
PIPE10177
PIPE10172
CULV10003
PIPE10171
PIPE10198
PIPE10156
PIPE10183
OTLT10299
OTLT10311
OTLT10312
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 159 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 172
SEE SHEET 146
SEE SHEET 158SEE SHEET 160

LLAAMMPPLLIIGGHHTTEERRRRDD

DDAANNEEDDRR

PPRRIIVVAATTEEDDYY

SHADY CREST RD SHADY CREST RD

FLORAL CT FLORAL CT

CARRIAGE DR CARRIAGE DR

MULBERRY DR MULBERRY DR

DDAANN EE
DDRR

ORLA ST

ORLA ST

CANDLELITE DR CANDLELITE DR

GREEN HILL CT GREEN HILL CT

LLAANNTTAANNAA
CCTT

PPRRIVIVAATTEE
DDYY

CCRRIMIMSSOONNDDRR

ALLEY ALLEY

SALET PL

ELM TREE LN ELM TREE LN

AARRIIAANNAA RRDD

PRIVATE DY PRIVATE DY

RROOBBININ

HHILILLL
DDRR

VIKING LN VIKING LN

BANYAN CT

CCOOLLLLAADDOO LL NN

TTUURRTTLLEE PPOOIINNTTWWYY
770'
760'
750'
750'
740' 740'
730'
730'
720' 720'
710' 710'
700' 700'
690'
680' 680'
800' 800'
790'
790'
780' 780'
740'
740'
730' 730'
720'
720'
700'
700'
730' 730'
720' 720'
710' 710'
710' 710'
700' 700'
780'
780'
770' 770'
760' 760'
750' 750'
740'
740' 740'
730' 730'
720' 720'
730'
720'
720'
720'
700'
700'
710' 710'
720'
710'
710'
710' 710'
700'
700' 700'
660'
660'
650' 650'
670' 670'
710'
710'
740'
740'
700'
700'
730'
730'
790'
790'
740'
690'
690'
690' 690'
680' 680'
790'
790'
690' 690'
660'
660'
650'
650'
CBIN10003
CLEN10001
CBIN10004
CBIN10005
CLEN10002
CLEN10003 INLT10001
CBIN10028
CBIN10032
CLEN10021
CBIN10033
CBIN10034 CBIN10035
CBIN10052
INLT10043
CBIN10143
CBIN10144
CBIN10145
OTHR10042
OTHR10043
CBIN10178
CBIN10179
INLT10052
CLEN10109 OTHR10057
OTHR10059
CBIN10182
CBIN10183
CBIN10184
OTHR10060
CLEN10175 CLEN10176
CLEN10177
OTHR10096
CBIN10271
CBIN10273 CLEN10185
CBIN10284
CBIN10285
CBIN10288
CBIN10290
CBIN10291
CBIN10292
OTHR10104
INLT10115
OTHR10184
OTHR10185
OTHR10186

SAN MARCOS SAN MARCOS
PIPE10354
PIPE10646
PIPE10639
PIPE10027
PIPE10643
PIPE10076
PIPE10079
PIPE10642
PIPE10136
PIPE10016
PIPE10640
PIPE10029
PIPE10364
PIPE10363
FLOW10002
PIPE10617
PIPE10645
PIPE10637
PIPE10615
PIPE10138
PIPE10071
DTCH10097
PIPE10362
DTCH10096
PIPE10359
PIPE10369
PIPE10025
PIPE10023
PIPE10663
PIPE10644
PIPE10139
PIPE10367
PIPE10082
PIPE10075
PIPE10365
PIPE10366
PIPE10356
PIPE10638
PIPE10024
PIPE10142
PIPE10068
PIPE10360
PIPE10022
PIPE10618
PIPE10616
PIPE10358
PIPE10019
FLOW10006
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 160 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 173
SEE SHEET 147
SEE SHEET 159SEE SHEET 161

RICHLAND RD RICHLAND RD

PPOONNDDEERROOSSAA AAVV

CCRRIMIMSSOONN DDRR

LACEBARK ST

PRIVATE RD

PRIVATE RD PRIVATE RD

HOPPER AV HOPPER AV

PRIVATE RD PRIVATE RD

PRIVATE RD PRIVATE RD

PRIVATE RD

PRIVATE RD PRIVATE RD

SSAALLEETTPPLL

CYPRESS CR CYPRESS CR

PPRRIVIVAATTEERRDD

TTUUSSCCAANNYY AAVV

PPAASSCCAALLII CCTT

PRIVATE DY PRIVATE DY

RRUUSSKKIINN PPLL

PPRRIIVVAATTEE RRDD

ROSE RANCH RD

PRIVATE DY

CARMEN CT CARMEN CT

PPII NNOONN SSTT

WULFF ST

PPRRIIVVAATTEE RRDD
950'
950'
940'
940'
930'
930'
920'
920'
910' 910'
900' 900'
890' 890'
880' 880'
870'
870'
860' 860'
850' 850'
840' 840'
820'
820'
810'
810'
800' 800'
790' 790'
780'
780'
770'
770'
750' 750'
730' 730'
720'
720'
840'
830'
820'
820'
810'
800'
790'
780'
760'
810'
810'
800' 800'
790'
790'
780' 780'
770'
770'
760' 760'
750'
750'
730' 730'
720'
720'
750' 750'
740' 740'
780'
780'
770' 770'
800'
800'
790'
790'
780'
780'
760'
760'
790'
790'
780' 780'
770'
770'
840' 840'
830' 830'
750'
740'
760'
760'
750'
750'
740' 740'
740' 740'
730'
830'
820'
820'
830' 830'
820' 820'
790' 790'
780' 780'
770' 770'
760' 760'
760'
750'
760' 760'
750'
750'
710' 710'
710' 710'
730' 730'
770' 770'
790' 790'
760' 760'
760' 760'
760'
740'
740'
840'
840'
800' 800'
790' 790'
790'
790'
770' 770'
730'
730'
730' 730'
730' 730'
730'
730'
720'
720'
720' 720'
710'
710'
730' 730'
CBIN10028
CBIN10029
OTLT10023
OTLT10024
CBIN10383
CBIN10384
CBIN10385
CBIN10386
CBIN10599
OTHR10315
CBIN10600
CLEN10404
OTHR10316
INLT10246
INLT10247
OTHR10317
CBIN10602
CLEN10405
INLT10250
CBIN10603 CLEN10406
CBIN10604 CLEN10407
OTLT10062
OTHR10352
OTHR10426
OTHR10427
OTHR10428
OTHR10429
S.D. COUNTY S.D. COUNTY

SAN MARCOS SAN MARCOS

ESCONDIDO ESCONDIDO
PIPE11319
PIPE11331
PIPE11316
CHAN10037
PIPE10917
PIPE11329
PIPE10920
PIPE11330
CHAN10015
PIPE11323
PIPE11318
PIPE10025
PIPE11327
PIPE11332
PIPE10071
PIPE11324
PIPE11325
CHAN10038
CHAN10039
PIPE11320
CHAN10040
PIPE11321
DTCH10236
PIPE11322
DTCH10235
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 161 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 174
SEE SHEET 148
SEE SHEET 160SEE SHEET 162

PRIVATE DY
WW
OO

OODDLLAANNDD PPYY

BORDEN RD BORDEN RD

PONDEROSA AV PONDEROSA AV

EL NORTE PY

CCAALLLLEE MMAARRIIAA

LLAA CCIIEENNEEGGAA RRDD

AMBER DR

PPRR VIVI AATTEE DDYY

PRIVATE DY PRIVATE DY

PPRRIIVVAATTEE RRDD

PRIVATE DY PRIVATE DY

BRIANT ST

PINON ST

PPRRIVIVAATTEEDDYY

CYPRESS CR CYPRESS CR

DANCER PL

DANCER PL

PRIVATE DY

DDAANNCCEERRCCTT

ROSEMARY CT ROSEMARY CT

FOOTHILL VIEW WY FOOTHILL VIEW WY

PALOMINO CT

PPRRIIVVAATTEE
DDYY

PALOMINO DR

FOOTHILL VIEW PL FOOTHILL VIEW PL

PRIVATE DY PRIVATE DY

ALEGRIA PL

ALEGRIA PL

TTIIEERR
RR AA

DDUU RRAA
RR
DD

PPII NN OONN SSTT

PINTO CT PINTO CT

PPRR IIVVAATTEE RRDD

TOPAZ PL TOPAZ PL

PRIVATE DY

PRIVATE DY

PRIVATE RD

EL TORO LN
UNNAMED 9E ST

ANNA LN ANNA LN
PPRRII

VVAATTEE DDYY

PPRRIVIVAATTEE
DDYY

PPRRIIVVAATTEE DDYY
940' 940'
930'
930'
920' 920'
910' 910'
900' 900'
890' 890'
880' 880'
870' 870'
860' 860'
850'
850'
840'
840'
830' 830'
820'
820'
810'
810'
800' 800'
790'
790'
780' 780'
760' 760'
750' 750'
720'
720'
710'
700' 700'
950'
950'
940' 940'
930'
930'
920' 920'
910' 910'
900'
900'
890' 890'
880' 880'
870'
870'
860'
860'
850' 850'
840'
840'
830' 830'
820'
820'
810' 810'
800' 800'
780' 780'
770' 770'
760'
760'
750'
750'
740' 740'
730'
730'
720'
720'
840' 840'
830'
830'
820' 820'
810' 810'
800'
800'
790'
790'
930'
920'
920'
910'
910'
900'
900'
830' 830'
820' 820'
810' 810'
820'
820'
810' 810'
800' 800'
800'
800'
790' 790'
780'
780'
780' 780'
770' 770'
780' 780'
770' 770'
950'
950'
740' 740'
730'
730'
710'
710'
840' 840'
830'
830'
930' 930'
790'
760' 760'
740'
740'
720'
720'
720'
720' 720'
710' 710'
710'
710'
700'
720'
720'
710' 710'
OTHR10222
CLEN10257
CBIN10361
CLEN10260
INLT10141
CBIN10440
CBIN10441
INLT10160
CLEN10309
CBIN10442
OTLT10038
CBOL10002
CBIN10443
INLT10161
CBIN10444 CBIN10445
INLT10173
INLT10198
INLT10199
OTHR10326
CBIN10608
OTHR10480
OTHR10481
OTHR10482
OTHR10483
OTHR10484
S.D. COUNTY S.D. COUNTY

SAN MARCOS SAN MARCOS

ESCONDIDO ESCONDIDO
PIPE10997 PIPE11000
DTCH10149
DTCH10152
PIPE10858
PIPE10962
PIPE11005
PIPE11356
DTCH10155
PIPE11182
PIPE10957
DTCH10151
DTCH10154
DTCH10150
PIPE11077
PIPE11390
PIPE10862
PIPE11076
PIPE10956
PIPE10963
PIPE10961
PIPE10856
PIPE11484
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 162 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 175
SEE SHEET 149
SEE SHEET 161SEE SHEET 163

SUNBURY ST SUNBURY ST

CCOOUUNNTTRRYYCCLLUUBBLLNN

CCAAMM DDRR

SOLANA GLEN SOLANA GLEN

GGAARRYY LLNN

RUBY RD

CAPISTRANO GLEN

PPAAMMEELLAA LLNN

GGOOLLDDEENN CCIIRRCCLLEE DDRR

EL NORTE PY

EMOGENE PL EMOGENE PL

AARRRROOYYOOGGLLEENN

JUDITH PL JUDITH PL

SALLY PL SALLY PL

DAVID DR

ROSEMARY CT ROSEMARY CT

CCLLOOVVEERRWWYY

LORRI WY

EDITH DR

FELICE DR

FUERTE LN FUERTE LN

FAIRWAY PARK FAIRWAY PARK
800' 800'
790'
790'
780'
780'
770' 770'
760'
760'
750'
750'
740'
740'
730' 730'
720' 720'
770' 770'
760' 760'
750' 750'
740'
740'
720' 720'
710' 710'
790' 790'
780' 780'
760' 760'
750' 750'
770' 770'
760' 760'
760' 760'
750' 750'
730' 730'
720' 720'
770'
770'
770'
770'
770'
770'
770'
770'
810'
810'
760'
760'
760'
760'
740' 740'
720'
720'
730'
730'
720'
720'
720' 720'

SAN MARCOS SAN MARCOS

ESCONDIDO ESCONDIDO
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 163 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 176
SEE SHEET 150
SEE SHEET 162SEE SHEET 164

GARY LN GARY LN

DAVID DR DAVID DR

AATTHHEENNSS PPLL

PPRRIVIVAATTEERRDD

RROOCCKKHHOOFFFFLLNN

PRIVATE RD PRIVATE RD

LLAA BBRREEAA SSTT

WWRREENN GGLLEENN

WWEESSTTWWOOOODD PPLL

ANOCHE GLEN ANOCHE GLEN

MERCADO GLEN

MERCADO GLEN

VAQUERO GLEN VAQUERO GLEN

AANNOOCCHHEE GGLLEENN

VVEERRAA LLNN

LARK GLEN

COUNTRY CLUB LN COUNTRY CLUB LN

CCAALLLLEE RREEDDOONNDDAA LLNN
930' 930'
920'
920'
910' 910'
900'
900'
890'
890'
880'
880'
870' 870'
860' 860'
850'
850'
840' 840'
830' 830'
820'
820'
810'
810'
800'
800'
790'
790'
780'
780'
770'
770'
760'
760'
750'
750'
880'
880'
870' 870'
860' 860'
850'
850'
840'
840'
830' 830'
820'
820'
810'
810'
800' 800'
790' 790'
780' 780'
770' 770'
890'
890'
880'
880'
870' 870'
860'
860'
850'
850'
840' 840'
830'
830'
820'
820'
930'
930'
920'
920'
910'
910'
900'
900'
890'
890'
880' 880'
870' 870'
860' 860'
850' 850'
840' 840'
760' 760'
750' 750'
740' 740'
730'
730'
890' 890'
870'
870'
920' 920'
910'
910'
900'
900'
830'
830'
820' 820'
760' 760'
750'
750'
740' 740'
730' 730'
940' 940'
930' 930'
850'
850'
840'
840'
810'
810'
800' 800'
790'
780' 780'
760'
760'
750'
750'
740' 740'
890' 890'
800'
800'
880' 880'
860' 860'
770' 770'
860' 860'
830'
830' 830'
800'
800'
760'
760'
750'
750'
750'
750'
750'
750'
750'
750'
S.D. COUNTY S.D. COUNTY

ESCONDIDO ESCONDIDO
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 164 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 177
SEE SHEET 151
SEE SHEET 163SEE SHEET 165

N NUTMEG ST N NUTMEG ST

CCOOUUNNTTRRYY CCLLUUBB LLNN

MMAARRIIPPOOSSAA PPLL

CCAARRAAWWAAYY SSTT
AA

MM BB EERR LLNN

FLINTRIDGE PL FLINTRIDGE PL

AAMM OORROOSSAA

GGLLEENN

DOMINGO GLEN DOMINGO GLEN

AALLTTAA LLOOMAA GGLLEENN

CCHHEERROOKKEEEE LLNN

GARY LN

GARY LN

MONTEGO AV MONTEGO AV
NN

CCEENNTTRREE

CCIITTYY
PPYY
NN

CCEENNTTRREE

CCIITTYY
PPYY

BITTERSWEET ST BITTERSWEET ST
NN

CCEENNTTRREE CCIITTYY PPYY

EECCHHOO VVAALLLLEEYY LLNN

HHAAWWAAI
II
I PPLL

PPRRIIVVAATTEE
RRDD

MMUUDDGGEE LLNN
15 880' 880'
870'
860' 860'
840'
840'
830'
830'
820' 820'
810' 810'
800' 800' 790' 790'
780' 780'
860'
860'
850' 850'
840' 840'
830'
830'
820' 820'
810' 810'
800' 800'
790' 790'
780' 780'
820'
820'
810'
810'
800'
800'
790'
790'
780'
780'
770' 770'
850'
850'
840' 840'
830'
820'
810'
810'
800' 800'
790'
790'
780'
770' 770'
760'
850' 850'
790'
790'
750'
850' 850'
820'
820'
810' 810'
800' 800'
800' 800'
780' 780'
770'
770'
860' 860'
750' 750'
S.D. COUNTY S.D. COUNTY

ESCONDIDO ESCONDIDO
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 165 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 178
SEE SHEET 152
SEE SHEET 164

SS SSAANNTTAA FFEE AAVV

PPRRIIMM RROOSSEE AAVV

PPRRIIVVAATTEE
DRRD

PPOOININSSEETTTTIAIA
AAVV

SMILAX RD SMILAX RD

CALINDA DR

PPLLUUMMOOSSAA
AAVV

PLUMOSA AV

PPLLUUMMOOSSAA AAVV

PRIVATE RD PRIVATE RD

PRIVATE RD

MMOORRGGAANN PPLL

PRIVATE RD

PLUMOSA CT

PRIVATE RD PRIVATE RD

PRIVATE RD

POINSETTIA CT

PRIVATE RD

SSAARRTTOORRII WWYY

MORGAN PL

MORGAN PL

PRIVATE RD

PRIVATE RD PRIVATE RD

PRIVATE RD PRIVATE RD

EL SERENO WY

SUNFLOWER TR
GGRREE
EENN
MM

EEAADDOOWW
DD RR

PPRRIIVVAATTEERRDD
78 Agua Hedionda Creek
560' 560'
550'
550'
540' 540'
530'
530'
520'
520'
510'
500'
490'
490'
480'
470'
470'
460'
460'
450'
450'
500'
500'
490' 490'
470'
450'
510' 510'
480' 480'
540'
540'
520'
520'
500'
500'
480'
480'
470'
470'
460' 460'
530' 530'
520' 520'
440'
440'
530'
530'
460'
460'
510'
510'
440' 440'
440'
440'
550' 550'
520' 520'
460' 460'
450' 450'

SAN SAN

MARCOS MARCOS

VISTA VISTA
S.D. COUNTY S.D. COUNTY
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 166 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 153
SEE SHEET 167

BOSSTICK BL

BOSSTICK BL

MMIRIRAA
SSOOLL

CCHHEERRIIMMOOYYAA DDRR

SS SSAANNTTAA FFEE AAVV

SMILAX RD SMILAX RD

VVIIAA AANNAACCAAPPAA

VVIIAA HH AACCIIEE NN DD
AA
CC TT

VVIIAA HHAACCIIEENNDDAA

VVIAIA LLAA

VVEENNTTAA

PPRRIIVVAATTEERRDD

PRIVATE RD
VVIIAA

SSAANNTTAA LLIINN AA

AAVVNNDDAA RREEGGIINNAA

EL CORTO EL CORTO
UNNAMED 8C ST UNNAMED 8C ST
Agua Hedionda Creek
650'
650'
640' 640'
630' 630'
620'
620'
610'
610'
600'
600'
590'
590'
580'
580'
570' 570'
560' 560'
550' 550'
540'
540'
520'
520'
510'
510'
500'
500'
490'
490'
630'
630'
620'
620'
610' 610'
600'
600'
590' 590'
580' 580'
570'
570'
560'
560'
540' 540'
620' 620'
610' 610'
600' 600'
590' 590'
580' 580'
570' 570'
550'
550'
540' 540'
470' 470'
460'
460'
490'
490'
480'
490'
490'
480' 480'
650' 650'
640'
640'
650' 650'
640' 640'
510'
510'
490'
490'
500'
500'
490' 490'
540' 540'
530' 530'
530' 530'
520' 520'
530'
530'
520'
520'
480'
480'
470' 470'
550'
550'
560' 560'
600' 600'
500'
660' 660'
530' 530'
540' 540'
540'
540'
540' 540'
530' 530'
510' 510'
520'
520' 520'
520'
520'
500' 500'
490' 490'
490'
490'
530' 530'
460' 460'
CLEN11386
CLEN11387
CLEN11388
INLT10806
INLT10808
CLEN11397
CBIN11731
CLEN11398
INLT10812
INLT10813 CLEN11399
CLEN11400
INLT10814
CLEN11402
INLT10815
CLEN11403
CLEN11404
INLT10817
CLEN11405
CLEN11407
INLT10818
OTLT10221
OTHR11492
CLEN11414
CBIN11745
CBIN11746
CLEN11416
SEPR10030
OTLT10223
CLEN11417
CLEN11418
CLEN11419 CBIN11748 CLEN11420
CBIN11749
CBIN11750 CBIN11751
INLT10835 INLT10836
INLT10837
CLEN11450
INLT10883
INLT10936
CLEN11551
INLT10937
OTHR11636

SAN MARCOS SAN MARCOS
S.D. COUNTY S.D. COUNTY
PIPE14332
PIPE14310
PIPE14426
PIPE14391
PIPE14382
PIPE14312
PIPE14363
PIPE14351
PIPE14292
PIPE14318
PIPE14362
PIPE14320
PIPE14360
PIPE14293
FLOW10086
PIPE14290
PIPE14294
PIPE14324
PIPE14328
FLOW10063
PIPE14326
PIPE14384
PIPE14314
CHAN10731
PIPE14380
PIPE14361
PIPE14316
PIPE14785
PIPE14319
PIPE14313
PIPE14291
PIPE14309
PIPE14311
PIPE14784
PIPE14372
PIPE14787
PIPE14349
PIPE14786
PIPE14369
PIPE14364
PIPE14350
OTHR11749
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 167 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 179
SEE SHEET 154
SEE SHEET 166SEE SHEET 168

VVIIAA SSAA NNTTAA LLIINN AA

AVNDA ABEJA AVNDA ABEJA

AAVVNNDDAA AARRAANNAA

W BORDEN RD W BORDEN RD

N LAS POSAS RD N LAS POSAS RD

AVNDA LEON AVNDA LEON

VIA CAFETAL VIA CAFETAL

CTE LIRA CTE LIRA

CCTTEE DDEESSEEOO

PPRRIIVVAATTEE
RRDD

AVNDA AMIGO AVNDA AMIGO

CASITA LN

CCTTEE CCLLAASSIICCAA

PPRRIIVVAATTEE RRDD

CCTTEE BBRRAAVVOO

AAVVNNDDAA RREEGGNINI AA
Agua Hedionda Creek
720' 720'
710' 710'
700' 700'
690' 690'
680' 680'
670' 670'
660' 660'
650'
650'
640' 640'
630' 630'
620' 620'
600' 600'
590' 590'
580' 580'
570' 570'
560' 560'
550' 550'
540'
540'
690'
680' 680'
670'
670'
660'
660'
650'
650'
640'
640'
630'
630'
620' 620'
610' 610'
600' 600'
590'
590'
580' 580'
570' 570'
560' 560'
650' 650'
640' 640'
630'
630'
620'
620'
610' 610'
600' 600'
590'
590'
580' 580'
680'
680'
670' 670'
630'
630'
620' 620'
610' 610'
600' 600'
590'
590'
580' 580'
610' 610'
620'
620'
590' 590'
600' 600'
580'
580'
680' 680'
670' 670'
660' 660'
650' 650'
640' 640'
650' 650'
640' 640'
600'
600'
590'
590'
580' 580'
570'
570'
620'
620'
610' 610'
600' 600'
710'
700'
700'
700'
690'
690'
570' 570'
560'
560'
630'
630'
620'
620'
610' 610'
530' 530'
520'
550' 550'
570' 570'
630' 630'
570' 570'
630' 630'
690' 690'
660' 660'
650' 650'
640'
640'
590' 590'
590'
590'
550'
550'
730'
710' 710'
700' 700'
640' 640'
540'
540'
540' 540'
690'
690' CBIN10742
INLT10316
CBIN10743
CLEN10467
CLEN10468
CLEN10469
CBIN10748 CLEN10470
CBIN10749
CLEN10471
CLEN10472
CBIN10750
INLT10317
OTHR10636
CLEN10494
CBIN10788 CBIN10789
CBIN10805
CBIN10806
CBIN10961
CBIN11664 CLEN11359
CBIN11666
CBIN11677
CLEN11364
CBIN11678
CBIN11679 CBIN11680
CBIN11681
CBIN11682
CBIN11683
CBIN11684
CBIN11685
CBIN11686 CBIN11687
CBIN11688
CBIN11689
OTLT10215
CLEN11365
CLEN11366
CBIN11696
CLEN11367
CBIN11697
CBIN11698 CBIN11699
INLT10796
CBIN11702
CBIN11703
CBIN11704
CBIN11714
OTLT10217
INLT10797
CLEN11372
CBIN11716
CLEN11373 OTLT10218
CBIN11717
INLT10823
CBIN11843
DETB10014
INLT10942
INLT10943
INLT10945
OTHR11634
OTHR11635
OTHR11636
OTHR11643
OTHR11679
OTHR11680
OTHR11681
OTHR11682
OTHR11683
OTHR11684

SAN MARCOS SAN MARCOS
S.D. COUNTY S.D. COUNTY
PIPE12123
PIPE11650
PIPE11716
CHAN10763
PIPE11652
PIPE14207
PIPE11725
PIPE14215
PIPE14252
PIPE11649
PIPE14639
PIPE14264 PIPE14232
PIPE11708 PIPE11707
PIPE11713
CHAN10768
PIPE14229
PIPE14245
CHAN10764
PIPE11705
PIPE11718
PIPE14224
PIPE14246
PIPE11641
PIPE14240
PIPE14247
PIPE14236
PIPE14235
PIPE14234
PIPE14209
PIPE12122
PIPE14208
PIPE11720
PIPE11719
PIPE14267
PIPE11680
PIPE11651
PIPE11678
PIPE14262
PIPE14206
PIPE14217
PIPE14239
FLOW10079
PIPE11706
PIPE11703
PIPE14221
PIPE11714
PIPE14226
PIPE14251
PIPE11704
CHAN10765
CHAN10730
CHAN10766
CHAN10767
CHAN10762
CHAN10761
PIPE11679
CHAN10729
PIPE14216
PIPE11648
PIPE14230
PIPE14265
PIPE11717
PIPE14233
FLOW10064
PIPE14222
PIPE14227
PIPE14372
PIPE14225
PIPE14197
PIPE14228
PIPE14223
FLOW10078
PIPE14792
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 168 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 180
SEE SHEET 155
SEE SHEET 167SEE SHEET 169

AAVVNNDDAA AARRAANNAA

VVIAIA BBAARRQQUUEERROO
CCAAMM

MMAAGGNNIFIFICICOO

VVIIAA CCOONNTTEESSSSAA

VVIAIA DDEE PPLLAATTAA

CCAALLLLEEPPRROOSSPPEERROO

CCTTEE PPEESSCCAADDOO

AAVVNNDDAA AABBEEJJAA

VIA CALIENTE

CTE LIRA CTE LIRA

AVNDA AMISTAD

VIA GATO VIA GATO

CTE AVISPON CTE AVISPON

CTE MANOLITO CTE MANOLITO

VIA PAVON VIA PAVON

CTE CRISTAL CTE CRISTAL
VVIIAA

BBAARRQQUUEERROO

CTE BAGALSO CTE BAGALSO

VIA BAHIA VIA BAHIA

AAVVNNDDAA

PPAANNTTEERRAA

W BORDEN RD W BORDEN RD

AVNDA CODORNIZ

AVNDA CODORNIZ

CALLE FANTASIA CALLE FANTASIA

AAVVNNDDAA

FFRRAAGGAATTAA
780'
780'
770'
760'
750'
740'
730'
730'
720'
710'
700'
640'
690'
690'
680' 680'
660' 660'
650' 650'
790'
780'
770'
760'
750'
670'
670'
660'
660'
650'
650'
640'
640'
630'
630'
810' 810'
800'
700'
700'
690' 690'
690'
680'
740'
740'
730' 730'
720'
720'
710' 710'
710'
710'
700'
700'
690'
690'
670' 670'
660'
660'
800' 800'
790'
790'
670' 670'
630' 630'
710'
720' 720'
690'
690'
680' 680'
800'
800'
760' 760'
740' 740'
720' 720'
720'
720'
710'
650'
650'
630' 630'
630'
630'
710'
710'
640'
640'
CLEN10437
CBIN10663
CLEN10439
CBIN10664
CBIN10665
CBIN10666
CBIN10667 CLEN10441 CLEN10442
CBIN10668
CBIN10669
CBIN10670
CBIN10671 CBIN10672
CBIN10673
CLEN10444
CLEN10445 CLEN10446
CBIN10678
CBIN10680
CBIN10683
CLEN10449
CBIN10684
CLEN10450 CBIN10685
CBIN10686
CLEN10451 CBIN10687
CBIN10689 CBIN10690
CBIN10692
CBIN10693
CBIN10694 CLEN10452
CBIN10695
CBIN10698 CBIN10697
CBIN10700
CBIN10701
CBIN10702
CLEN10454
CLEN10455
CBIN10703
CBIN10706 CBIN10704 CBIN10707
CBIN10711 CLEN10456
CBIN10712
CBIN10713
CBIN10714
CLEN10457
CBIN10718 CBIN10719
INLT10310
CBIN10732
CBIN10735
OTHR10627
INLT10312
OTHR10629
CLEN10463
CBIN10740
CBIN10757
CLEN10477
CBIN10758
CBIN10759
OTHR10635
INLT10320
OTHR10636 CBIN10780
CLEN10491
CLEN10492
CLEN10493
CBIN10783
CBIN10784
CBIN10785
CBIN10787
CBIN10789
CBIN10790
CBIN10791
CBIN10792
CLEN10495
CBIN10793
CBIN10794
CLEN11358
CBIN11663
CBIN11665
CBIN11667
CBIN11668 CLEN11360 CLEN11361
CBIN11669
CBIN11670
CBIN11671
CBIN11672
CLEN11368
CBIN11700
CBIN11701
CLEN11369
CLEN11370
CLEN11371
CBIN11703
CBIN11704
CBIN11715
CBIN11843
CBIN11844
CBIN11845

SAN MARCOS SAN MARCOS
PIPE11675
PIPE12227
PIPE11557
PIPE11625
PIPE11617
PIPE11529
PIPE11627
PIPE11619
PIPE11518
PIPE11633
PIPE11746
PIPE11676
PIPE11674
PIPE11528
PIPE11611
PIPE11544
PIPE11526
PIPE11558
PIPE11610
PIPE11724
PIPE11524
PIPE11744
PIPE11590
PIPE11635
PIPE11602
PIPE11552
PIPE14639
PIPE11548
PIPE11560
PIPE11540
PIPE11551
PIPE14187
PIPE11587
PIPE11565
PIPE11580
PIPE11603
PIPE14193
PIPE11609
PIPE11715
PIPE11592
PIPE11600
PIPE14196
PIPE11723
PIPE14248
PIPE11556
PIPE11583
PIPE11631
PIPE11567
PIPE11522
PIPE11614
PIPE14243 PIPE11622
PIPE12228
PIPE14192
PIPE11780
PIPE11545
PIPE14247
PIPE11585
PIPE14186
PIPE14201
PIPE11632
PIPE11527
PIPE11745
PIPE11594
PIPE11554
PIPE14249
PIPE11672
PIPE11779
PIPE11572
PIPE11719
PIPE11720
PIPE11517
PIPE14262
PIPE11562
PIPE11671
PIPE11601
PIPE11555
PIPE11553
PIPE11563
PIPE14202
PIPE14266
PIPE14267
PIPE11501
PIPE11579
PIPE14230
PIPE11546
PIPE12242
PIPE11648
PIPE11721
PIPE11677
PIPE11525
PIPE11530
PIPE11542
PIPE11581
PIPE14244
PIPE11673
PIPE14205
PIPE11574
PIPE11549
PIPE11599
PIPE11537
PIPE11640
PIPE11519
PIPE11543
PIPE11582
PIPE11578
PIPE11588
PIPE11591
PIPE11523
PIPE11521
PIPE14231
PIPE11589
PIPE11626
PIPE11561
PIPE11628
PIPE11593
PIPE11534
PIPE11613
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 169 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 181
SEE SHEET 156
SEE SHEET 168SEE SHEET 170

VVIAIA BBAARRQQUUEERROO

AVNDA AMISTAD

AAVVNNDDAA PPAANNTTEERRAA
CCTTEE

ZZ AAFFIIRROO
1000' 1000'
990' 990'
980'
980'
970' 970'
960'
960'
950' 950'
940' 940'
930' 930'
920' 920'
910'
910'
900' 900'
890' 890'
880'
880'
870' 870'
860' 860'
850' 850'
840' 840'
830'
830'
790'
780' 780'
770' 770'
1180' 1180'
1170' 1170'
1160'
1160'
1150' 1150'
1140' 1140'
1130' 1130'
1120' 1120'
1110' 1110'
1100' 1100'
1090'
1090'
1080'
1080'
1070' 1070'
1060'
1050'
1050'
1040'
1040'
1160'
1170'
1170'
1180'
1180'
1190' 1190'
1100'
1100'
1110'
1110'
1120'
1120'
1130'
1130'
1140' 1140'
1150'
1150'
1160'
1030'
1040' 1040'
1050'
1050'
1060'
1060'
1070'
1070'
1080'
1080'
1090'
1090'
960'
960'
1000' 1000'
1010' 1010'
1020' 1020'
1030'
920'
930'
910' 910'
920'
1020'
1020'
1000'
1000'
990'
990'
980' 980'
970' 970'
960' 960'
950' 950'
940' 940'
930' 930'
920' 920'
900'
900'
880' 880'
870' 870'
860' 860'
910' 910'
850' 850'
890' 890'
1200'
1200'
1190' 1190'
1180' 1180'
1170'
1170'
1160'
1160'
1150'
1150'
1140' 1140'
1130' 1130'
1120' 1120'
1110' 1110'
1100' 1100'
1090' 1090'
1080' 1080'
1070' 1070'
1060'
1060'
970'
960'
950'
940'
930'
920'
910'
1020' 1020'
1010' 1010'
1000' 1000'
990' 990'
980' 980'
970' 970'
1010' 1010'
1000'
1000'
990' 990'
980'
980'
970'
970'
870' 870'
860' 860'
850' 850'
840' 840'
830'
830'
820'
820'
810' 810'
800'
800'
900'
900'
890'
890'
880'
870'
850'
1040'
1040'
1030'
1030'
1020'
1020'
1010'
1010'
1000' 1000'
1040' 1040'
1030' 1030'
1020' 1020'
1010' 1010'
830'
830'
820' 820'
1030' 1030'
1020' 1020'
1010' 1010'
1030'
1020'
1010'
1010' 1010'
1000'
1000'
990' 990'
990' 990'
980' 980'
970' 970'
960'
960'
1210' 1210'
1200'
1200'
1030'
1030'
1020' 1020'
820'
810'
800'
1120'
1120'
1110' 1110'
1100'
1100'
990' 990'
980' 980'
940'
940'
930'
930'
920'
920'
910'
910'
750'
750'
740'
740'
980' 980'
990'
990'
830'
830'
820' 820'
1190'
1030'
1030'
810' 810'
950' 950'
1010' 1010'
840'
1050'
1050'
900'
900'
1030'
1030'
960'
960'
840'
840'
1000' 1000'
1010' 1010'
1010'
1010'
990' 990'
860'
760'
760'
1200'
1200'
1120' 1120'
1040' 1040'
1010'
1010'
1010' 1010'
990'
990'
980'
980'
930'
930'
920'
920'
850'
850'
800'
800'
INLT10301
CBIN10670
CBIN10674
CBIN10675
CBIN10676
CLEN10446
CBIN10677 INLT10303
CBIN10679
CLEN10447
CBIN10681
CLEN10448
CBIN10682
INLT10304
CBIN10685
CBIN10687
CBIN10691
CLEN10453
INLT10305
CBIN10705
CBIN10709
CBIN10710 CBIN10713
INLT10306

SAN MARCOS SAN MARCOS
PIPE11535
PIPE11608
PIPE11538
PIPE11575
PIPE11583
PIPE11531
PIPE11574
PIPE11603
PIPE11606
PIPE11601
PIPE11536
PIPE11527
PIPE11576
PIPE11607
PIPE11533
PIPE11550
PIPE11539
PIPE11604
PIPE11564
PIPE11532
PIPE11541
PIPE11568
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 170 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 182
SEE SHEET 157
SEE SHEET 169SEE SHEET 171

PPRRIIVVAATTEERRDD

DEERBROOK DR

DUCKWALK RD DUCKWALK RD

PRIVATE RD

PPRR IIVVAATTEE RRDD

PPRRIIVVAATTEE
RD
1150' 1150'
1140' 1140'
1130' 1130'
1120' 1120'
1110' 1110'
1100' 1100'
1090' 1090'
1080'
1080'
1070'
1070'
1060' 1060'
1050' 1050'
1040' 1040'
1030' 1030'
1020' 1020'
1010' 1010'
1000' 1000'
990' 990'
980'
980'
970' 970'
960' 960'
950' 950'
940' 940'
930' 930'
920'
920'
910' 910'
900'
900'
890'
890'
880'
880'
870' 870'
860' 860'
850'
850'
840'
840'
830' 830'
820'
820'
810'
800' 800'
790' 790'
780' 780'
770' 770'
760' 760'
750'
750'
740'
740'
730'
730'
710' 710'
700'
700'
690'
690'
680' 680'
940' 940'
930' 930'
920' 920'
910' 910'
900' 900'
890'
890'
880' 880'
870' 870'
860' 860'
850'
850'
840' 840'
830' 830'
820'
820'
810' 810'
800' 800'
790' 790'
710' 710'
700' 700'
690' 690'
670' 670'
780'
780'
770'
760' 760'
750'
750'
740' 740'
730'
730'
720' 720'
1140' 1140'
1130' 1130'
1120' 1120'
1110'
1110'
1100'
1100'
1090' 1090'
1080'
1080'
1070'
1070'
1060' 1060'
1050'
1050'
1040'
1040'
1030' 1030'
1020' 1020'
1010' 1010'
1000' 1000'990'
990'
980'
980'
970' 970'
960' 960'
950' 950'
940' 940'
930' 930'
920' 920'
910'
910'
900' 900'
890'
890'
920'
920'
910'
910'
900' 900'
890'
880'
870'
910'
890'
880'
710' 710'
700' 700'
680' 680'
670' 670'
740'
740'
730'
730'
720'
730' 730'
720' 720'
710'
710'
700'
700'
690' 690'
680' 680'
1100' 1100'
1090' 1090'
1080' 1080'
870'
860'
840' 840'
830'
830'
820' 820'
750'
740'
740'
690' 690'
680' 680'
660'
660'
650' 650'
720' 720'
950'
860'
900'
900'
680' 680'
680' 680'
1150'
1150'
1110'
1110'
700'
700'
660' 660'
660'
660'
650'
650'
650'
CBIN10046
INLT10010
OTHR10006
OTHR10007
CLEN10025
OTHR10009
OTHR10010 OTHR10011
CBIN10048
CBIN10049
CBIN10050
INLT10011 CLEN10117

SAN MARCOS SAN MARCOS
PIPE10110
PIPE10394
PIPE10112 PIPE10092
PIPE10104
PIPE10109
PIPE10091
PIPE10099
PIPE10097
PIPE10093
PIPE10393
PIPE10095
PIPE10096
PIPE10106
PIPE10090
PIPE10111
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 171 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 183
SEE SHEET 158
SEE SHEET 170SEE SHEET 172

PEBBLE BEACH DR PEBBLE BEACH DR

NN TTWWININOOAAKKSSVVAALLLLEEYY RRDD

CHESTERFIELD CR CHESTERFIELD CR

WENTWORTH PL

CCOONNCCOORRDD PPLL

AARRCCAADDIIAA

BBLLUUFFFF
CCTT

WWOOOODDWWAARRDD
SSTT

DEERBROOK DR DEERBROOK DR

CCRROOWWNNVVIIEEWW CCTT

TTUURR TTLLEE

PPOOIINNTT WWYY

PRIVATE RD PRIVATE RD

LL AANNCCAASSHHIIRREEPPLL

CCHHEESSTTEERRFFIIEELLDDCCRR

ROWENA AV ROWENA AV

ATWOOD PL

ATWOOD PL

BANDAK CT BANDAK CT

PRIVATE RD

N TWIN OAKS VALLEY RD N TWIN OAKS VALLEY RD
780' 780'
770'
770'
760' 760'
750'
750'
740'
740'
730'
730'
720' 720'
690'
690'
680'
680'
790' 790'
710'
710'
700' 700'
760' 760'
750' 750'
700'
710' 710'
720' 720'
730' 730'
740' 740'
690' 690'
700'
670'
670'
680'
680'
660' 660'
650' 650'
740'
740'
730'
730'
760'
760'
750'
750'
740' 740'
730'
730'
750' 750'
740' 740'
720' 720'
730' 730'
720' 720'
670' 670'
660' 660'
650' 650'
640' 640'
650'
650'
630' 630'
760'
760'
750'
750'
660' 660'
650'
650'
760' 760'
750'
750'
670'
670'
660' 660'
720'
720'
720'
720'
720'
650' 650'
750' 750'
750'
750'
720' 720'
690' 690'
670'
670'
660' 660'
660'
660'
660'
660'
640'
640'
640' 640'
630'
630'
740'
740'
720' 720'
630'
630'
630'
630'
CBIN10036
CLEN10022
CBIN10039 CBIN10038
CBIN10040 CBIN10041
CBIN10042
CBIN10043
INLT10017
CLEN10039
CLEN10040 INLT10019
CLEN10041
CLEN10042
CLEN10043
CBIN10073
CBIN10074 CBIN10075
CBIN10076
CBIN10077
CBIN10078
CBIN10079
OTHR10018 CBIN10080
CLEN10044
CLEN10045
CLEN10046
INLT10020
CBIN10081 INLT10021
CBIN10094
INLT10030
CBIN10116
CBIN10117
INLT10056
CLEN10116
OTHR10062
CBIN10192
CBIN10194
CLEN10148
CBIN10299 CBIN10298
CBIN10300

SAN MARCOS SAN MARCOS
CULV10003
PIPE10390
PIPE10132
PIPE10215
PIPE10209
PIPE10391
PIPE10130
PIPE10206
PIPE10657
PIPE10217
PIPE10006
PIPE10185 PIPE10219
PIPE10655
PIPE10213
PIPE10133
PIPE10395
PIPE10141
CULV10018
PIPE10131
PIPE10218
PIPE10208
PIPE10393
PIPE10199
PIPE10674
PIPE10214
PIPE10211
PIPE10049
CULV10002
PIPE10140
PIPE10205
PIPE10135
PIPE10200
PIPE10005
PIPE10212
PIPE10201
PIPE10220
CULV10028
PIPE10389
PIPE10204
PIPE10078
PIPE10210
PIPE10676 CHAN10013
OTLT10298
OTLT10309
OTLT10310
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 172 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 184
SEE SHEET 159
SEE SHEET 171SEE SHEET 173

PP RRIIVVAATTEE DDYY

PPRR IIVVAATT
EE
DDYY

RR IICC

HH LLAANN DD
RRDD

PEBBLE BEACH DR PEBBLE BEACH DR

PRIVATE DY PRIVATE DY

MMUULLBBEERRRRYY
DDRR

PRIVATE DY

TIDE WY TIDE WY

KILLARNEY TR

PRIVATE DY PRIVATE DY

RHEA LN RHEA LN

CRIMSON DR

WOODWARD ST WOODWARD ST

TURTLE POINT WY

AARRIIAANNAA RRDD

PRIVATE RD

TRES RANCHOS LN

SSEELLIINNAA DDRR

CCOOLLLLAADDOO LLNN

AARRCCAADDIIAA

BBLLUUFFFF
CCTT

PRIVATE RD

PPRRIIVVAATTEE RRDD

PRIVATE DY PRIVATE DY

ADENA WY ADENA WY
960' 960'
950' 950'
930' 930'
940' 940'
910'
910'
920' 920'
900'
900'
880'
880'
890' 890'
870'
870'
860'
860'
850' 850'
840' 840'
830' 830'
820' 820'
810' 810'
800' 800'
790'
790'
950'
930'
930'
920'
920'
910' 910'
900'
900'
890' 890'
880'
880'
870' 870'
860'
860'
850'
830'
820'
810'
800'
790'
780'
770'
830' 830'
820' 820'
810' 810'
800' 800'
780'
770'
760'
820' 820'
810' 810'
800'
800'
790' 790'
780' 780'
770' 770'
750' 750'
740'
740'
730' 730'
750' 750'
730'
760' 760'
750' 750'
740' 740'
730'
730'
740'
740'
730' 730'
720' 720'
850' 850'
840' 840'
840'
840'
830' 830'
800'
800'
790'
790'
740'
740'
730' 730'
740' 740'
730' 730'
820'
820'
810'
810'
730' 730'
720'
720'
720' 720'
710'
710'
780'
780'
960' 960'
940' 940'
790'
790'
760'
760'
740' 740'
740'
740'
840'
820'
820'
810'
810'
810' 810'
790' 790'
760'
760'
760'
760'
750'
750'
720'
720'
700' 700'
770'
770'
740'
740'
730'
730'
720'
720'
CBIN10012
CBIN10013
CBIN10014
CBIN10015
CLEN10018
CLEN10019
CBIN10022
INLT10004
INLT10005
CBIN10023
CBIN10024
CBIN10025
CBIN10026
CBIN10027
SEPR10002
CBIN10031
OTHR10001
CLEN10020
INLT10007
INLT10013
INLT10030
OTLT10004
OTHR10092
DETB10002
OTLT10016
OTHR10115
OTHR10116
OTHR10118
OTHR10119
S.D. COUNTY S.D. COUNTY

SAN MARCOS SAN MARCOS

ESCONDIDO ESCONDIDO
PIPE10056
PIPE10035
DTCH10017
DTCH10012
PIPE10048
PIPE10060
PIPE10051
PIPE10036
PIPE10047
PIPE10038
PIPE10055
DTCH10013
DTCH10015
DTCH10014
DTCH10016
PIPE10199
PIPE10067
PIPE10034
PIPE10072
PIPE10127
PIPE10039
PIPE10057
PIPE10065
PIPE10064
PIPE10068
PIPE10066
PIPE10062
FLOW10006
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 173 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 185
SEE SHEET 160
SEE SHEET 172SEE SHEET 174

WWOOOO DDLLAANNDD

HHEEIIGGHHTTSS
GGLLEE

CRIMSON DR

MMOOOONNLLI

IGGHHTTGGLLEENN

HHAACCII

EENNDDAA GGLLEENN

TIDE WY TIDE WY

RICHLAND RD

SSUUMMMMIITT CCIIRRCCLLEEGGLLEENN

CCOOUUNNTTRRYYVVIIEEWWGGLLEENN

PPRRII VVAATTEE RRDD
1280' 1280'
1270' 1270'
1260' 1260'
1250'
1240'
1230' 1230'
1220' 1220'
1210' 1210'
1200'
1190'
1180'
1170'
1160'
1150'
1140'
1130'
1120'
1110'
1100' 1100'
1090'
1090'
1080'
1080'
1070' 1070'
1060' 1060'
1050' 1050'
1040' 1040'
1030' 1030'
1020' 1020'
1010'
1010'
1000'
1000'
990'
990'
980'
980'
950' 950'
940' 940'
930' 930'
920'
920'
910'
910'
900'
900'
890' 890'
880'
880'
870'
870'
860' 860'
850'
840' 840'
830' 830'
820'
1110'
1120'
1130'
1090'
1090'
1100'
1100'
1110'
1080'
1080'
1040'
1050'
1060'
1030'
1030'
1020'
1010' 1010'
990'
990'
1000' 1000'
970'
970'
980'
980'
950' 950'
960' 960'
1140'
1140'
1070'
1220'
1220'
1210'
1210'
1200'
1200'
1190' 1190'
1180' 1180'
1170'
1170'
1160'
1150'
910'
910'
900' 900'
890'
880' 880'
870'
870'
860'
860'
1270'
1270'
1260'
1260'
1250' 1250'
1240' 1240'
1230' 1230'
1300'
1300'
1290' 1290'
1280' 1280'
970'
960' 960'
950'
950'
940'
930' 930'
920' 920'
1290'
1290'
1280'
1280'
980' 980'
970'
970'
850'
850'
840' 840'
820' 820'
800'
800'
790'
780' 780'
810'
800'
790'
780'
1290'
1290'
960' 960'
810'
810'
940' 940'
1260'
1260' 1260' 1260'
1260' 1260'
990'
990'
1260'
990'
990'
830'
830'
810'
810'
810'
810'
1200'
1200'
980' 980'
940' 940'
INLT10006
CBIN10030
INLT10244
INLT10245
S.D. COUNTY S.D. COUNTY

SAN MARCOS SAN MARCOS

ESCONDIDO ESCONDIDO
PIPE10037
PIPE10071
PIPE10070
PIPE11326
PIPE11327
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 174 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 186
SEE SHEET 161
SEE SHEET 173SEE SHEET 175

PRIVATE RD PRIVATE RD

WOODLAND PY

WOODLAND PY
PPRRII

VVAATTEE RRDD

SSUUMMMMIITTCCIIRRCCLLEE GGLLEENN

VVAALLLLEEYY

RRIIMM GGLLEENN

WWOOOODDLLAANNDD

HHEEIGIGHHTTSSGGLLEE

CCOOUUNNTTRRYYVVIIEEWWGGLLEENN

VVIIEEWW CCRREESSTT GGLLEENN

AA CCCCEESSSS
RR DD
MMIICC

HH AAEELL

GGLLEENN
1280'
1280'
1270'
1270'
1250'
1250'
1240' 1240'
1210'
1210'
1200'
1200'
1190'
1190'
1180'
1180'
1170'
1170'
1160'
1160'
1150'
1150'
1140'
1140'
1130' 1130'
1120' 1120'
1110'
1110'
1100'
1100'
1090' 1090'
1080'
1080'
1070'
1070'
1060' 1060'
1050'
1050'
1040' 1040'
1030'
1030'
1020' 1020'
1010'
1010'
1000'
1000'
990'
990'
980'
980'
970' 970'
960' 960'
950'
950'
940' 940'
930' 930'
920' 920'
910'
910'
900'
900'
890'
890'
880'
880'
870' 870'
850'
850'
840'
840'
830' 830'
820' 820'
1130' 1130'
1120' 1120'
1110' 1110'
1100' 1100'
1090' 1090'
1080' 1080'
1070' 1070'
1060' 1060'
1050' 1050'
1040' 1040'
1030' 1030'
1020' 1020'
1010' 1010'
1000' 1000'
990'
990'
980' 980'
970' 970'
960' 960'
950' 950'
940'
940'
930'
930'
920'
920'
910'
910'
900'
900'
1120'
1120'
1110'
1110'
1100'
1100'
1090'
1090'
1080'
1080'
1070' 1070'
1060'
1060'
1050' 1050'
1040' 1040'
1030' 1030'
1020' 1020'
1010' 1010'
1000' 1000'
990'
990'
980' 980'
970' 970'
1190' 1190'
1180'
1180'
1170'
1170'
1160'
1160'
1150' 1150'
1210'
1210'
1200'
1200'
920' 920'
910' 910'
900'
900'
890'
890'
1270' 1270'
1260'
1260'
1260' 1260'
1250' 1250'
1300' 1300'
1290' 1290'
1250'
1250'
1220' 1220'
1230' 1230'
1220'
1220'
810'
800'
800'
800'
800'
790' 790'
1230' 1230'
860' 860'
1140'
1140'
960'
910'
910'
1190'
1190'
1130' 1130'
1010'
1010'
920'
920'
870' 870'
840' 840'
780' 780'
1260'
1260' 1260' 1260'
S.D. COUNTY S.D. COUNTY

ESCONDIDO ESCONDIDO
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 175 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 187
SEE SHEET 162
SEE SHEET 174SEE SHEET 176
BBAA

RRBBAARRAA DDRR

SAWGRASS GLEN SAWGRASS GLEN

MMUUIIRRFFIIEELLDDGGLLEENN

GOLDEN CIRCLE DR

TTOORRRREEYY GGLLEENN

PPAAMMEELLAA LLNN

LARKHAVEN GLEN LARKHAVEN GLEN

JJAASSOONN GGLLEENN

DAVID GLEN

WWII NN

GGEEDD FFOO

OOTT GGLLEENN

SSTTIILLLLWWAATTEERR GGLLEENN

NNAATTII

OONNAALL GGLLEENN

BBIILLLLYY GGLLEENN

SSTT AANNNNEEGGLLEENN

DDAAVVIDID DDRR
DD AA

RREE NN GGLLEENN
CCAAMM
DDRR

MICHAEL GLEN MICHAEL GLEN

DDOORRAALL GGLLEENN

EARL GLEN

LOUIS DR LOUIS DR

CCYYPPRREESSSSPPOOIINNTTGGLLEENN
1040'
1040'
1030' 1030'
1020'
1020'
1010' 1010'
1000' 1000'
990' 990'
980'
980'
970' 970'
960' 960'
950' 950'
940'
940'
930'
930'
920'
920'
910'
910'
900'
900'
890'
890'
880'
880'
870'
870'
860'
860'
850'
850'
840'
840'
830' 830'
820' 820'
810' 810'
970' 970'
960'
960'
950'
950'
940'
940'
930' 930'
920'
920'
910'
910'
900' 900'
890'
890'
880'
880'
870' 870'
860'
860'
850' 850' 820'
820'
810' 810'
890' 890'
880' 880'
870' 870'
860'
860'
850'
850'
840' 840'
830' 830'
820' 820'
900' 900'
890' 890'
880'
870' 870'
860' 860'
850' 850'
840' 840'
820' 820'
810'
810'
790' 790'
780' 780'
800' 800'
770' 770'
900'
900'
890' 890'
880' 880'
870'
870'
800'
800'
790' 790'
780' 780'
760'
760'
790' 790'
780' 780'
800' 800'
840' 840'
830'
800'
830'
830'
880'
880'
800' 800'
860'
860'
850' 850'
820'
820'
800' 800'
800'
800'
800' 800'
780'
760' 760'
760' 760'
760'
760'
800'
800'
790'
790'
760' 760'
S.D. S.D.

COUNTY COUNTY

ESCONDIDO ESCONDIDO
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 176 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 188
SEE SHEET 163
SEE SHEET 175SEE SHEET 177

SLEEPY HOLLOW RD SLEEPY HOLLOW RD

RROOCCKKHHOOFFFFLLNN

GGEEMMLLNN

RROOCCKKHHOOFFFFRRDD

PRIVATE RD

MERCADO GLEN

MERCADO GLEN

PRIVATE RD PRIVATE RD
UNNAMED 9D ST UNNAMED 9D ST

ATHENS PL ATHENS PL
UUNNNNAAMMEEDD 99TT SSTT

SLEEPY HILL LN SLEEPY HILL LN

SSLLEEEEPPYY HH LILI LL RRDD

PPRRIIVVAATTEE
RRDD
1190' 1190'
1180' 1180'
1160' 1160'
1140' 1140' 1130' 1130'
1120' 1120'
1110' 1110'
1100'
1100'
1090'
1090'
1080'
1080'
1070'
1070'
1060' 1060'
1050'
1050'
1040'
1040'
1030'
1030'
1020' 1020'
1010' 1010'
1000' 1000'
990'
990'
980'
980'
970' 970'
960' 960'
950' 950'
940' 940'
920' 920'
910' 910'
900'
900'
890' 890'
880'
880'
870' 870'
860'
860'
850'
850'
840' 840'
830'
830'
1010'
1000' 1000'
990'
990'
980'
970'
960'
950'
950'
910' 910'
900'
940'
940'
930'
930'
1000' 1000'
990' 990'
980' 980'
970' 970'
960' 960'
950' 950'
940'
940'
930'
930'
920' 920'
910'
910'
900' 900'
1060' 1060'
1050'
1050'
1040'
1040'
1030'
1030'
1020'
1020'
1010'
1010'
990' 990'
890'
890'
880'
880'
870' 870'
860' 860'
850' 850'
840'
840'
830' 830'
820' 820'
1060' 1060'
1050' 1050'1040'
1040'
1030' 1030'
1020' 1020'
1010' 1010'
1130'
1000'
990'
1130'
1120'
1120'
1110'
1110'
1100' 1100'
1090' 1090'
1080' 1080'
1080'
1080'
1070'
1070'
1050'
1050'
1100'
1100'
1090'
1090'
1020'
1020'
1010'
1010'
990'
990'
980' 980'
1140'
1130'
1120'
1110'
930'
930'
920'
920'
910'
910'
890'
890'
880' 880'
930' 930'
920' 920'
910'
910'
900' 900'
890'
890'
870'
860' 860'
1170'
1160'
1150'
1060'
1030'
1030'
1020'
1160'
1160'
1150' 1150'
1150' 1150'
1140'
1140'
1090' 1090'
1080'
1080'
1070' 1070'
1060' 1060'
1050'
1050'
1010'
1010'
1000'
1000'
930'
930'
920'
920'
910'
910'
890' 890'
880' 880'
870' 870'
810' 810'
800' 800'
790' 790'
1070'
1070'
1060' 1060'
1060' 1060'
1050' 1050'
910'
900'
900'
910' 910'
900' 900'
900' 900'
890'
890'
890' 890'
880' 880'
850' 850'
840' 840'
850'
850'
840' 840'
830' 830'
820'
820'
1200'
1200'
1210'
1210'
930'
930'
820'
820'
920' 920'
980' 980'
1000' 1000'
1070'
1070'
1060'
1060'
1050' 1050'
810' 810'
1060'
1060'
1010'
1010'
1010'
1010'
970' 970'
910' 910'
900'
900'
900'
900'
890' 890'
880' 880'
890' 890'
870' 870'
S.D. COUNTY S.D. COUNTY

ESCONDIDO ESCONDIDO
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 177 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 189
SEE SHEET 164
SEE SHEET 176SEE SHEET 178

N NUTMEG ST

AMBER LN

NN CCEENN TTRREE CC IITTYY PPYY

WWOOOODDSSIIDDEEPPLL

NIELSON LN NIELSON LN

ROCKHOFF RD ROCKHOFF RD

SSKKYYRRIIDDGGEE LLNN

WILDFLOWER PL WILDFLOWER PL

NNUUTTMMEEGGTTRR

RROOCCKKHHOOFFFF RRDD
NN
CCEE

NNTT RREE

CCIITTYY
PPYY
15 1030' 1030'
1020' 1020'
1000' 1000'
980' 980'
970'
970'
960'
960'
940' 940'
930'
930'
920'
920'
910' 910'
900' 900'
890' 890'
880' 880'
870' 870'
860'
860'
850' 850'
840' 840'
820' 820'
810'
810'
800'
800'
980'
980'
960' 960'
950'
950'
930'
930'
920' 920'
910'
910'
900' 900'
950'
950'
940' 940'
930' 930'
920' 920'
910'
910'
900' 900'
890' 890'
910' 910'
900' 900'
890' 890'
880' 880'
1020'
1010'
1010'
1000'
900'
900'
890'
890'
880' 880'
900' 900'
890' 890'
880' 880'
980' 980'
970'
970'
920' 920'
910' 910'
910'
910'
900'
900'
880' 880'
870'
870'
870'
870'
860'
860' 860'
850' 850'
840' 840'
830'
820' 820'
1010'
1010'
990' 990'
950' 950'
830' 830'
970' 970'
940'
940'
1010' 1010'
990'
990'
910'
910'
900' 900'
890' 890'
910' 910'
990' 990'
960'
960'
930'
910' 910'
890' 890'
870'
870'
870' 870'
860'
860'
850'
850'
790'
790'
860'
860'
S.D. COUNTY S.D. COUNTY

ESCONDIDO ESCONDIDO
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 178 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 190
SEE SHEET 165
SEE SHEET 177

ESTRELITA DR ESTRELITA DR APPLE BLOSSOM LN

EELL CCOORRTTOO

SS SSAANNTTAA FFEE AAVV

PRIVATE RD

VICTORY DR VICTORY DR

MILLEGAR LN

MILLEGAR LN FAR VIEW PL

BBEELLLLAA

VVIISSTTAA
DDRR

PPRRIIVVAATTEE
RRDD

PRIVATE RD
CCAAMM
DDEE

PPRRICICILILLLAA

PPRRIIVVAATTEE RRDD

PRIVATE RD PRIVATE RD

PPRRIIVVAATTEE
RRDD
680' 680'
670' 670'
660' 660'
650' 650'
640' 640'
630' 630'
620' 620'
610' 610'
600' 600'
590' 590'
580' 580'
570' 570'
560' 560'
550' 550'
540' 540'
530' 530'
510' 510'
520' 520'
500' 500'
540' 540'
530' 530'
560' 560'
550' 550'
680' 680'
670' 670'
660' 660'
690' 690'
640' 640'
570' 570'
540' 540'
520' 520'
S.D. COUNTY S.D. COUNTY
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 179 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 167
SEE SHEET 180

NN LLAASSPPOOSSAASS
RRDD

FAR VIEW PL

ESPLENDIDO AV ESPLENDIDO AV

MILLEGAR LN

MILLEGAR LN

PRIVATE RD PRIVATE RD

EENNTTRRAADDAA AAVV

PPRRIVIVAATTEE RRDD
760' 760'
750'
750'
740' 740'
730' 730'
720'
720'
710'
710'
700' 700'
690'
690'
680'680'
670' 670'
660'
660'
650' 650'
640'
640'
630' 630'
620'
620'
610'
610'
600' 600'
590'
590'
740'
740'
730'
730'
720' 720'
710'
710'
700' 700'
690'
690'
680'
680'
670' 670'
660' 660'
650'
650'
640'
640'
630'
630'
620'
620'
610' 610'
600'
600'
590'
590'
720'
720'
710'
710'
700' 700'
690' 690'
670'
680'
680'
650'
660'
660'
670'
650'
700'
690'
680' 680'
670'
670'
660'
660'
630' 630'
620' 620'
610' 610'
600'
600'
770' 770'
760' 760'
750'
670'
670'
660' 660'
650' 650'
640' 640'
770' 770'
760' 760'
580' 580'
570' 570'
580'
580'
570' 570'
780'
780'
750' 750'
580' 580'
650'
650'
680' 680'
770'
770'
710' 710'
690'
690'
670' 670'
660'
660'
630' 630'
620'
620'
620' 620'
600'
600'
590'
570' 570'
590'
590'
690'
690'
CBIN11676
OTLT10215
OTLT10216
OTHR11488
OTLT10219
OTHR11489
DETB10015 OTLT10266
OTLT10267
INLT10944
INLT10945
OTHR11637
OTHR11638
OTHR11641
OTHR11642

SAN MARCOS SAN MARCOS
S.D. COUNTY S.D. COUNTY
CHAN10735
PIPE14210
FLOW10079
PIPE14265
FLOW10065
PIPE14260
PIPE14189
FLOW10069
FLOW10068
CHAN10739
CHAN10738
CHAN10734
CHAN10737
CHAN10733
PIPE14793
W:\17729_SanMarcosDMP\GIS\DeliverableMaps\SMDMP_C_100yrResultsMaps_11x17.mxd City of San Marcos - Drainage Master Plan

APPENDIX C
Existing Deficient Systems, 100 Year Results - Sheet 180 Major River / Stream
Sub-Catchments
Existing Inventory
Channel Confluence
Cleanout
Curb Inlet
Curb Outlet
Detention Basin
Inlet
Outlet
Other
Separator
Outfalls
Culvert
Channel wider than 5 ft
Ditch less than 5 ft wide
Elliptical
Natural Channel
Storm Main
Channel / Ditch Transects
2-YR Flood Inundation
50-YR Flood Inundation
10-YR Flood Inundation
100-YR Flood Inundation
Storm Detention Basin
Surcharging Junctions
Surcharging Conduits
Only Upstream Surcharging
Only Downstream
Surcharging
Both Upstream and
Downstream Surcharging
April, 2019
Map Legend
Source: City of San Marcos, Rick Engineering Company,
SANGIS/USGS Aerial Imagery: 11/2014
0 200 400
Scale in Feet
North
SEE SHEET 191
SEE SHEET 168
SEE SHEET 179SEE SHEET 181

N LAS POSAS RD N LAS POSAS RD

AARRDD IILLLLAA
WWYY

AVNDA ABEJA AVNDA ABEJA

VIA ARTISTA

VIA BAHIA VIA BAHIA

PPRRIVIVAATTEERRDD

CTE BAGALSO CTE BAGALSO

CAM MAGNIFICO CAM MAGNIFICO

VVIIAA BBAARRQQUUEERROO

AAVVNNDDAA

CCOODDOORRNNIZIZ
Agua Hedionda Creek
960' 960'
950'
950'
940'
940'
930'
930'
920' 920'
910' 910'
900' 900'
890' 890'
880'
880'
870'
870'
860' 860'
850' 850'
840'
840'
830'
830'
820' 820'
810' 810'
800' 800'
790'
790'
780' 780'
770' 770'
760' 760'
750'
750'
740'
730'
720'
710'
710'
700' 700'
690' 690'
680' 680'
670'
670'
650' 650'
630' 630'
620' 620'
610' 610'
790' 790'
780' 780'
770' 770'
760' 760'
750'
750'
740'
740'
730' 730'
720'
720'
710'
710'
700' 700'
690' 690'
680' 680'
670' 670'
660' 660'
650'
650'
640'
640'
700'
690'
680' 680'
670'
670'
910'
910'
920'
920'
930'
930'
700'
690' 690'
680' 680'
670' 670'
610'
610'
590' 590'
850'
850'
840' 840'
690' 690'
700' 700'
680' 680'
670'
660' 660'
670'
660'
720' 720'
710'
710'
720'
700'
700'
640'
640'
600'
600'
620' 620'
970' 970'
980' 980'
710' 710'
700' 700'
690'
690'
710' 710'
720'
720'
710' 710'
660'
CBIN10718 CBIN10719
CBIN10720
CBIN10721 INLT10307
INLT10308
CBIN10722
CBIN10723 CBIN10724
CBIN10725
CBIN10726
CBIN11672
CLEN11362
CBIN11673
CBIN11674 CBIN11675
CBIN11676
INLT10794
INLT10795
CLEN11363
CBIN11690
CBIN11691
CBIN11692
CBIN11693
CBIN11695 CBIN11694
CBIN11705 CBIN11706
CBIN11707
CBIN11708 CBIN11709
CBIN11710
CBIN11711
CBIN11712 CBIN11713
OTLT10216
OTHR11487
OTHR11488
INLT10798
OTLT10219
OTHR11489
OTLT10220
CBIN11718
CBIN11719 INLT10799
OTLT10222
INLT10822