c 2020 Rick Engineering Company
08-FEB-2023 13:48
C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\SD CorpStds 2005.dscript C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\17932d_tm_01_TITLE.dgn SHEET OF 15
UNIVERSITY DISTRICT SAN MARCOS
J-17932D
TENTATIVE NORTH CITY WEST SUBDIVISION MAP TSM 19-0002
++
+
+
9+00
10+00
11+00
12+00
13+00
13+86
O
A
K
S
R
O
A
D
TW
IN
VA
LLEY
BARHAM DRIVEDISCOVERY
RU
SH
DR
DISCOVERY STREET
C
R
A
V
EN
ROAD
BENT AVE
CARMEL ST
STREET
DISCOVERYMEADOWSDISCOVERYHILLS
VICINITY MAP
NO SCALE
PAGE 1128; GRID G1 & H1
THOMAS BROTHERS COORD:
NORTH CITY DRIVE
DIS
STREET
COVERY
(BYOTHERS)
SITE
SCALE: 1"=150'
KEY MAP
1. 2.
3. PROPOSED PIPE SIZES, WHERE SHOWN, ARE APPROXIMATE.
4. 5.
6. 7.
8. 9. ALL GRADING OPERATIONS SHALL BE COMPLETED IN ONE PHASE.
DEVELOPMENT NOTES:
TSM 16-001
TSM 16-003
SHEET NO. DESCRIPTION
THROUGH1 7PROPOSED LOT NUMBER
SUBDIVISION BOUNDARY
PROPOSED LOT LINE
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY LINE
SYMBOLDESCRIPTION
PROPOSED EASEMENT
ENGINEER OF WORK
HYDROMODIFICATION/LID NOTE
LEGAL DESCRIPTION
UTILITY SERVICE PROVIDERS
AT&T
SAN DIEGO GAS & ELECTRIC
COX COMM./TIME WARNER CABLE
SEWER & WATER
TELEPHONE
CATV/FIBER OPTIC
GAS & ELECTRIC
VALLECITOS WATER DISTRICT
ZONING/ SETBACKS
SCHOOLS
FIRE PROTECTION
CITY OF SAN MARCOS FIRE DEPARTMENT
SOURCE OF TOPOGRAPHY
TAX ASSESSOR PARCEL NUMBERS
BENCH MARK
LAND SURVEYOR
(HEART OF THE CITY SPECIFIC PLAN AMENDMENT)
EXISTING & PROPOSED: 2018 UNIVERSITY DISTRICT SPECIFIC PLAN (UDSP) / DETAILS / NOTES
MASS GRADING (CONCURRENT PROCESSING)
100 YEAR FLOODWAY
100 YEAR FLOOD PLAIN
32 1
6 7
4 S T A T E R O U T E 7 8
DISCOVERY STREET
CAL STATE SAN MARCOS
BARHAM DRIVE
CARMEL
STREET
(EXISTING)
(EXISTING)
(EXISTIN
G
)
STREET
DISCOVERY
(BY OTHERS)
R
U
S
H
D
R
IV
E
SUBDIVISION
BOUNDARY
SUBDIVISION
BOUNDARY
SUBDIVISION
BOUNDARY
EXISTING R/W
EXISTING R/W
(E
X
IS
TIN
G
)
EX R
/
W
EX R
/
W
EX R
/
W
COURT
ECHO
(CITY)
(CITY)
(CITY)
(KAISER)
(HEADLEY PROP CORP) GROCERY CO.)
(RALPH'S
GROCERY CO.)
(RALPH'S
BOUNDARY
SUBDIVISION
TO BE VACATED
CITY RIGHT-OF-WAY
DEDICATION
PROPOSED STREET
DRAINAGE EASEMENT
EXISTING PUBLIC
(CITY)
(SCRIPPS HEALTH)
5 LOT LINE
PROPOSED
LOT LINE
PROPOSED
(SCRIPPS HEALTH)
FLOODWAY
(KAISER)
LOT AREALOT NO.
AREA TABLE
3 2
1 5
4 LOT AREA (LOTS 1 - 7, GROSS) =
PUBLIC STREET R.O.W.
AREA / LAND USE ANALYSIS
(GROSS)
SUBDIVISION AREA (TOTAL GROSS)
REMAINDER LOT J
MULTI FAMILY RESIDENTIAL
MULTI FAMILY RESIDENTIAL
MULTI FAMILY RESIDENTIAL
USE
MULTI FAMILY RESIDENTIAL
221-142-19
221-091-24
221-080-20
221-080-08
221-080-07
2 2
1-
10 0
-
5 5
221-110-33
221-080-06
221-080-05
221-100-70
221-100-62
221-100-02
220-181-40
221-100-69
221-080-05
220-181-39
220-181-38
221-080-17221-080-15
220-170-46
221-080-16
221-080-22
221-
110-
61 221-100-77
221-
100-
45 221-
100-
46 221-
100-
47 221-
100-
48 221-
100-
71 221-100-63
221-091-27
221-091-26
221-110-55
221-110-68
-42
-75
-
7 6
221-110-50
221-110-73 221-110-71 221-110-09
221-110-74
221-110-32
221-110-24
221-110-23
221-110-22
221-110-18
221-110-17
221-110-63
221-110-29
220-170-47
220-170-40
220-170-36
220-181-45
221-100-16
221-100-21
221-110-27
221-110-26
221-
110-
12 221-110-28
221-110-10
-46
-70
-72
-78
221-100-59 221-
100-
78 221-
100-
56 220-170-40
221-091-26
221-
100-
60 221-110-56
220-181-44
221-100-72
221-080-18
221-091-25
10 0
' 5
0 '
5 0
'
150 SCALE
78 TITLE & KEY MAP
EXISTING CONDITIONS
TENTATIVE SUBDIVISION MAP
CONCEPTUAL GRADING PLAN
STREET PROFILES & SITE SECTIONS
CONCEPTUAL UTILITY PLAN
CONCEPTUAL CIRCULATION PLAN
STORM WATER BMP PLAN
1 2
3 4
5 104'
53'
51'
3 5
1 6
3 '
13 9
'5
9 '
6 3
'12
2 '
221-100-22
221-100-03
4 75'
T
W
IN
O
A
K
S
V
A
LLE
Y
R
O
A
D
U.V.S.M.
NOT A PART
PART
NOT A
U.V.S.M.
LOT A
MAP 806
221-110-16
LOT B
BLOCK 58
MAP 806
BLOCK 57
MAP 806
221-670-02
(TSM 14-002)
DATE
DATE
active linestylescale 3.75
10. ALL SLOPES TO BE 2:1, UNLESS OTHERWISE SHOWN.
11. (TPM 19-000)
ACCESS RELINQUISHMENT
STRUCTURAL DESIGN OF SAID WALLS SHALL BE APPROVED BY THE CITY ENGINEER.
AS APPROVED BY PLANNING DIVISION MANAGER; WALLS SHALL BE TREATED WITH LANDSCAPING.
WALL MATERIAL SHALL BE MECHANICALLY STABILIZED EARTH OR MASONRY BLOCK SYSTEMS 'B'
STREET
CREEK
SAN MARCOS
2 1
S
T
R
E
E
T
'C
'
LOT LINE
PROPOSED
TERMINATED
AGREEMENT TO BE
PRIVATE ROAD MAINTENANCE
-
-
-
-
REMEDIAL GRADING
PROJECT TOTALS
NET: SITE BALANCE
CONDOMINIUM NOTE
AND ARE PROVIDED HEREON FOR REVIEW PURPOSES ONLY.
1) GRADING QUANTITIES NOTED ABOVE ARE APPROXIMATE
NOTE:
3) ALL IMPORT SHALL BE TO A LEGAL FILL DISPOSAL SITE.
AN IMPORT OF 100,000 CY TO AN EXPORT OF 100,000 CY.
AND CONSTRUCTION METHODS. THIS VARIANCE COULD BE
DUE TO TOPOGRAPHIC VARIANCE, ACTUAL SOIL PROPERTIES
2) ACTUAL EARTHWORK QUANTITIES WILL VARY IN THE FIELD
CUT: 338,000 CUBIC YARDS
FILL: 852,000 CUBIC YARDS
PROJECT SPOILS: +93,000 CUBIC YARDS
CUT: 852,000 CUBIC YARDS
FILL: 852,000 CUBIC YARDS
BULK: +121,000 CUBIC YARDS
SHRINK: -20,000 CUBIC YARDS
(4)
153'
78'
R
/
W
ELEVATION: 596.37 DATUM: NAVD 88
SEPTEMBER 21, 2011.
OF SAN MARCOS BENCHMARK CONVERSION BOOK DATED
RIGHT-OF-WAY PER ROS 13928 AND ADJUSTED PER THE CITY
(ILLEGIBLE) LOCATED N'LY ON TWIN OAKS VALLEY ROAD .., EAST POINT NO. 1113, BEING A FOUND 2" IRON PIPE WITH BRASS DISK EXP. DATE: 12/31/2023
L.S. 8379
BRIAN D. JAQUESS
TM IMPORT : +320,000 CUBIC YARDS
(5)
566
LOT 10
B
5 221-080-25
(KAISER)
221-080-23
(SCRIPPS HEALTH)
221-080-24
(SCRIPPS HEALTH)
221-080-28
(SCRIPPS HEALTH)
(SCRIPPS HEALTH)
221-080-27
221-080-26
NORTH
EX PUBLIC HIGHWAY EASEMENT
220-181-37
220-181-36
220-181-35
221-100-35
221-100-65
EX R
/
W
221-100-54
221-100-38
221-100-37
221-
100-
73 (PASTRANA)
221-100-09
61 221-
100-
(C
ITY)
221-
100-
79 TSM 16-001
NORTH
DISCOVERY VILLAGE
5C
BLOCK 58
220-190-52
DOCUMENT; SEE TSM 16-001
DEDICATION BY SEPARATE
PROPOSED OFF-SITE STREET
0 150 300 450
GRAPHIC SCALE 1"= 150'
150 75
I
L
CENSED LAND SURVEYO
R
STATE OF CALIFORNIA
No. 8379 S
S
EUQAJ.D
NAI
R
B
K - 12 SAN MARCOS UNIFIED SCHOOL DISTRICT-
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
BUT NOT DEPICTED ON THIS TENTATIVE MAP.
SUBSEQUENT MASS GRADING PLANS (GP19-00008) HAVE BEEN APPROVED NOTE: TENTATIVE MAP IS BASED UPON THE EXISTING TOPOGRAPHIC CONDITION.
FEMA FLOODPLAIN NOTES
LANDSCAPE
TREATMENT & DETENTION)
ROAD WATER QUALITY
(REGIONAL & PUBLIC
DRAINAGE EASEMENT
DEDICATE FOR PUBLIC
IRREVOCABLE OFFER TO
EXISTING R/W
MAP NO. 16436
TSM 16-003
SOUTH
DISCOVERY VILLAGE
221-100-40
221-100-74
(CITY OF SAN MARCOS)
221-100-64
BOUNDARY
SUBDIVISION
(CITY OF SAN MARCOS)
221-100-14
221-
100-
32 50'
SAN MARCOS)
(CITY OF
221-100-14
SAN MARCOS)
(CITY OF
221-100-33
7 6
'
221-100-76
221-100-66
221-100-04
221-100-24
221-
100-
58 221-
100-
10 16436
OF MAP
LOT 2
16436
OF MAP
LOT 3
E
N
D
E
A
V
O
R
D
R
.
APPROX. LIMIT OF 100 YEAR FLOOD PLAIN
CITY OF SAN MARCOS
ISAAC ETCHAMENDY, CITY ENGINEER
R.C.E. 81294
EXP.: 9/30/2023
DATE: DEVELOPER/OWNERS
EASEMENTS OR RAILROAD RIGHT-OF-WAY.
EVEN IF IT IS SEPARATED BY ROADS, STREET UTILITY
WE UNDERSTAND THAT PROPERTY IS CONSIDERED CONTIGUOUS
THAT SAID MAP SHOWS OUR ENTIRE CONTIGUOUS OWNERSHIP.
THE PROPERTY SHOWN ON THE ATTACHED TENTATIVE MAP AND
WE HEREBY CERTIFY THAT WE ARE THE RECORD OWNERS OF
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
APN 221-100-33, 221-100-32
SAN MARCOS PARCELS
DEDICATION ON CTY OF
PROPOSED 26'` RIGHT-OF-WAY
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
REC'D 12/08/20
DOC #2020-0786197
STREET DEDICATION PERREC'D 1/05/21
DOC #2021-0005709
STREET DEDICATION PER
GP19-00009/IP19-00008/IP19-00010)
BY OTHERS (TSM 16-001/GP19-00005/
DEDICATION AND STREET IMPROVEMENTS
PROPOSED OFF-SITE STREET
DATE: 10/11/2022
APN 221-100-56
OF SAN MARCOS PARCEL
DEDICATION ON CITY
43'` RIGHT-OF-WAY
PROPOSED FUTURE
ZONE 6, EPOCH 1991.35
RICK ENGINEERING; DATE OF PHOTOGRAPHY: JAN. 19, 2018,CCS83,
TOPOGRAPHIC DATA SHOWN IS BASED ON DIGITAL DATA PROVIDED BY EASEMENT, TRAIL IS TO BE MAINTAINED BY HOA.
VEHICULAR MAINTENANCE EASEMENT AND A 15' PRIVATE VEHICULAR AND MAINTENANCE CREEK SIDE TRAIL TO HAVE A 15' PUBLIC PEDESTRIAN EASEMENT, A 15' PUBLIC AND MAINTAINED SLOPES AND LANDSCAPED AREAS.
FINAL LANDSCAPE CONSTRUCTION DOCUMENTS TO DEPICT PRIVATE VS PUBLICLY 0793G OF 2375), EFFECTIVE DATE 5/16/2012.
INUNDATED BY 100-YEAR FLOOD) PER FIRM COMMUNITY MAP NO. 06073C0793G (PANEL
THE PROPERTY LIES WITHIN FEMA FLOOD ZONE AE (SPECIAL FLOOD HAZARD AREAS
14.15.050 (C).
BMP DESIGN MANUAL; INCLUDING CONSTRUCTION PERIOD BMP'S IN COMPLIANCE WITH SMMC
CALIFORNIA STATE WATER RESOURCES CONTROL BOARD AS WELL AS CITY OF SAN MARCOS
ALL STORM WATER TREATMENT DESIGN SHALL COMPLY WITH THE RECOMMENDATION OF THE AND AS APPROVED BY THE CITY ENGINEER.
DRAINAGE DESIGN SHALL CONFORM TO CITY OF SAN MARCOS DESIGN STANDARDS UNDERGROUND DRAINAGE SYSTEMS. THE SYSTEM SHOWN IS CONCEPTUAL. THE FINAL DRAINAGE SYSTEM: STORM WATER WILL BE DISPOSED OF USING SURFACE FLOW AND REPORT BY GEOCON INCORPORATED.
CODE (SMMC) SECTION 17.32; AND IN CONFORMANCE WITH THE PROJECT'S GEOTECHNICAL
ALL GRADING IS PROPOSED TO CONFORM TO THE PROVISIONS OF SAN MARCOS MUNICIPAL AS PRIVATE SEWER AND PRIVATE WATER SYSTEMS.
(PRIVATE STREETS), PRIVATE STORM DRAIN AND WATER QUALITY COMPLIANCE, AS WELL
HEALTH CODE COMPLIANCE, PRIVATE IMPROVEMENTS FOR STORM WATER CONVEYANCE
THROUGH SITE DEVELOPMENT PERMITS (SDP'S) WHICH WILL DEMONSTRATE BUILDING AND
PRIVATE RESIDENTIAL DEVELOPMENT WITHIN LOTS SHOWN HEREON, WILL BE PROVIDED ON SHEET 1)
SEE FEMA FLOODPLAIN NOTES
CASE NO. 20-09-0649C AND
APPROVED CLOMR-F (SEE FEMA
FLOODWAY ENCROACHMENT PER
RIGHT-OF-WAY SHALL BE VACATED AS SHOWN ON THE TENTATIVE MAP.
EXISTING PRIVATE AND PUBLIC EASEMENTS SHALL BE QUITCLAIMED AND EXISTING PUBLIC
STREET DEDICATION
PROPOSED PUBLIC
REC#
GP19-00009/IP19-00008/IP19-00010)
BY OTHERS (TSM 16-001/GP19-00005/
DEDICATION AND STREET IMPROVEMENTS
PROPOSED OFF-SITE STREET
12. 13.
COMPLETION OF GRADING TO REVISE THE EFFECTIVE MAP.
3. A LOMR WILL NEED TO BE PREPARED AND PROCESSED THROUGH FEMA FOLLOWING THE PER FEMA CASE NO. 20-09-0649C
2. A PROJECT CLOMR-F WAS APPROVED FOR FLOODPLAIN ENCROACHMENTS IN JUNE 2020 LAST REVISED 5/16/2012.
1. EFFECTIVE FEMA FLOODPLAIN AND FLOODWAY PER FIRM PANEL 06073C0793G, CITY
DRIVE
ROAD EASEMENT
CITY RIGHT-OF-WAY
6 7
8 9-15
UNITS OF PROPOSED LOTS 1, 2, 3, 4, AND 7 OF THIS TENTATIVE SUBDIVISION MAP SUBDIVISION MAP ACT. THE TOTAL NUMBER OF RESIDENTIAL CONDOMINIUM UNITS IS 480
OF THE CIVIL CODE OF THE STATE OF CALIFORNIA AND IS FILED PURSUANT TO THE THIS SUBDIVISION IS A RESIDENTIAL CONDOMINIUM PROJECT AS DEFINED IN SECTION 4125 EXP. DATE: 06-30-2024
R.C.E. No. 51503
TIMOTHY W. GABRIELSON
NO SCALE
1 LANE
TRAVEL
12'
LANE
TRAVEL
12'
REQ'S (TYP.)
AC/AB CITY
20' 20'
10'
PARKING
8'
PARKING
8'
(DESIGN SPEED 25 MPH)
MODIFIED 2-LANE COLLECTOR
STREET 'C'
TYPICAL SECTION A-1d
R/W R/W
60'
30' 30'
10'
(TYP)
W/CLASS II BASE
PCC SIDEWALK
R/W R/W
NO SCALE
2 LANE
TRAVEL
12'
REQ'S (TYP.)
AC/AB CITY
80'
40' 40'
5'
PARKING
8'
LANE
TRAVEL
12'5'
(TSM 16-001)
(PER DISCOVERY VILLAGE NORTH)
PARKING
8'
(TYP)
W/CLASS II BASE
PCC SIDEWALK
15' 10' 20' 15'20'
(DESIGN SPEED 25 MPH)
MODIFIED 2-LANE COLLECTOR
STREET 'B'
TYPICAL SECTION A-1
REQ'S (TYP.)
AC/AB CITY
NO SCALE
4 35'35' 15'15'
50' 50'
100'
R/W R/W
7' 12'
LANE
TRAVEL
7' 8'12'
LANE
TRAVEL
5'
BIKE
8'
28'28' 14'
LANE
3' 5'3'
BIKE
LANE
AC/AB CITY REQ'S (TYP.)
NO SCALE
3 CURB LINE
CURB LINE
PARKINGPARKING
CLASS II BASE (TYP)
PCC SIDEWALK W/
(DESIGN SPEED 25 MPH)
MODIFIED 2-LANE COLLECTOR STREET TYPE B-ALTERNATIVE
NORTH CITY DRIVE
TYPICAL SECTION
SECTION TO ACCOMMODATE BIKE LANE WITH BUFFER.
BIKE LANE ADDITION ADDED WIDTH TO SPECIFIC PLAN·
REMOVAL OF SHARROWS (DUE TO TERRAIN).·
MEDIAN WIDTH REDUCTION TO 14'.·
NOTES:
AC/AB CITY REQ'S (TYP.)
TENTATIVE
BOUNDARY
TENTATIVE MAP
WATER EASEMENT
20' PROPOSED
7 MULTI FAMILY RESIDENTIAL6
4.0 AC. SITE
221-080-25 REQUIRED TO PROVIDE
ADJUSTMENT OF 0.13 AC. FROM APN
POTENTIAL SCHOOL (BOUNDARY
4.71 AC. (7.9%)
5.49 AC. (6.88%)
15.11 AC. (18.94%)
4.06 AC. (6.78%)
4.81 AC. (8.03%)
54.65 AC.
0.01 AC. (0.0%)
59.89 AC. (100%)
5.23 AC. (8.7%)
FUTURE PARK/ FUTURE STREET 17.0 AC. (28.4%)
TENTATIVE MAP BOUNDARY (TOTAL GROSS)= 73.0 AC
REMAINDER PARCELS (TOTAL GROSS)= 13.11 AC
VWD ACCESS ROAD
TYPICAL SECTION
SEE SHEET 3
FOR REMAINDER PARCELS
0.48 AC. (0.6%)
TM MASS GRADING QUANTITIES (PHASE 1)
MAY VARY.
4) 150,000 CY IMPORT IS FROM THE ADJACENT TM (PA1)
LOT "J"
REMAINDER
LOT "A"
HOA
6 HOA LOT 'A'
SEPARATE DOCUMENT
TO BE VACATED BY
PUBLIC ROAD EASEMENT
TERMINATED
AGREEMENT TO BE
PRIVATE ROAD MAINTENANCE
NOTES ON SHEET 1)
SEE FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
TREATMENT & DETENTION)
ROAD WATER QUALITY
(REGIONAL & PUBLIC
DRAINAGE EASEMENT
DEDICATE FOR PUBLIC
IRREVOCABLE OFFER TO
NOTE ON SHEET 1)
SEE FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
DOCUMENT
BY SEPARATE
TO BE VACATED
CITY RIGHT-OF-WAY
DOCUMENT
BY SEPARATE
TO BE VACATED
CITY RIGHT-OF-WAY
MAP STORM WATER QUALITY MANAGEMENT PLAN.
MARCOS (2022 UDSP)" AND THE APPROVED TENTATIVE
CONSISTENT WITH THE "UNIVERSITY DISTRICT SAN
MANAGEMENT PRACTICES SHALL BE IMPLEMENTED,
HYDROMODIFICATION / LOW IMPACT DEVELOPMENT BEST
14. UNITS COVERED BY THIS TENTATIVE SUBDIVISION MAP.
OWNER MAY PROCEED WITH THE FINAL MAP FOR LOT 7 CONSISTING OF 55 RESIDENTIAL
EXISTING UNDERLYING RESIDENTIAL LAND USE DESIGNATION WILL BE PREVAILED, AND THE
SHOULD NEITHER ENTITY MOVE FORWARD WITH THE ACQUISITION OF THE PROPERTY, THE TO ACQUIRE LOT 7 FOR THE CITY'S USE/DEVELOPMENT FOR PUBLIC PARK PURPOSES.
THE STATUTORY TIME FRAME, THE CITY OF SAN MARCOS (COSM) HAS THE SECOND OPTION A SCHOOL FACILITY. SHOULD THE SMUSD ELECT NOT TO ACQUIRE THE PROPERTY WITHIN DISTRICT (SMUSD) HAS THE FIRST OPTION TO ACQUIRE LOT 7 FOR ITS USE/DEVELOPMENT AS RANGE OF LAND USE AND OWNERSHIP OPTIONS. THE SAN MARCOS UNIFIED SCHOOL IN ACCORDANCE WITH THE UNIVERSITY DISTRICT SPECIFIC PLAN, PROPOSED LOT 7 HAS A RECORDS.
RESOLUTION RECORDED DECEMBER 5, 1900 IN BOOK 23, PAGE 175 OF OFFICIAL AND 63 OF SAID MAP VACATED TO PUBLIC USE PER COUNTY BOARD OF SUPERVISORS TOGETHER WITH THAT PORTION OF DISCOVERY STREET LYING BETWEEN BLOCKS 62 COUNTY RECORDER OF SAN DIEGO COUNTY DECEMBER 21, 1895 OF OFFICIAL RECORDS, CALIFORNIA, ACCORDING TO MAP THEREOF NO. 806 FILED IN THE OFFICE OF THE
SAN MARCOS, IN THE CITY OF SAN MARCOS, COUNTY OF SAN DIEGO, STATE OF 7, 12, 13, 18, 19, 20, AND 21 IN BLOCK 63, OF RANCHO LOS VALLECITOS DE ALL OF LOTS 4, 5, 6, 14, 15, 16, AND 17, AND THOSE PORTIONS OF LOTS 1, 2, 3, THOSE PORTIONS OF LOTS 2 THROUGH 10, INCLUSIVE, IN BLOCK 62, TOGETHER WITH DECEMBER 5, 1900 IN BOOK 23, PAGE 175 OF OFFICIAL RECORDS.
TO PUBLIC USE PER COUNTY BOARD OF SUPERVISORS RESOLUTION RECORDED OF DISCOVERY STREET LYING BETWEEN BLOCKS 62 AND 63 OF SAID MAP VACATED COUNTY DECEMBER 21, 1895 OF OFFICIAL RECORDS, TOGETHER WITH A PORTION THEREOF NO. 806 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
SAN MARCOS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP BLOCK 63, OF RANCHO LOS VALLECITOS DE SAN MARCOS, IN THE CITY OF OF LOTS 5, 6, 14, 15, AND 16 AND PORTIONS OF LOTS 3, 4, 12, 17 AND 18 IN PORTIONS OF LOTS 5 THROUGH 10, INCLUSIVE, IN BLOCK 62, TOGETHER WITH ALL PHASE 2- 55 CONDO UNITS FOR LOT 7.
AND CONDO UNITS EXCEPT FOR LOT 7 CONDO UNITS.
PHASE 1- CREATES LOT 1 THRU 7, HOA LOTS, REMAINDER PARCELS, DEDICATIONS, THIS TSM PROPOSES TO PROCESS UP TO MULTIPLE FINAL MAPS:
TSM BOUNDARY
152'
77'
61'
14'
64'
50' 51'13'
R/W
11'
& GUTTER
EX CURB
PAVEMENT
EX AC
CURB SHIFT
MEDIAN
FUTURE
75'
& GUTTER
EX CURB
11'
FUTURE
DEDICATION
8'
EX R/W
160' (FUTURE WIDTH)
NO SCALE
(DESIGN SPEED 45 MPH)
STREET TYPE L
TWIN OAKS VALLEY ROAD
TYPICAL SECTION
16'
CURB LINE
IMPROVEMENTS PER IP15-00007;
TYPICAL SECTION DEPICTS AND PROVIDES CONSISTENT
NOTES:
OF FOUR FOOT MINIMUM MEDIAN NOSE.
WHILE ACHIEVING CITY OF SAN MARCOS REQUIREMENT
EXISTING TWIN OAKS VALLEY ROAD WEST SIDE CURB,
FUTURE MEDIAN DIMENSIONAL OFFSET PER IP15-007; MAINTAINED 2' DEDICATION
FUTURE
CLASS II BASE (TYP)
PCC SIDEWALK W/
FUTURE
R/W
EX
R/W
FUT
6 32, 33, 64, 69, 70, 14, 10 PARCELS
221-100-
05-08, 15, 16, 17, 20, 22, 26 PARCELS
221-080-
35-40, 45 PARCELS
220-181-
220-170-36, 220-170-46
AND MAY VARY.
U.V.S.M. SPECIFIC PLAN OR OTHER LEGAL BORROW SITES
NORTH (TSM 16-001/TSM 16-003) AND/OR 100,000 CY IS FROM 5) 70,000 CY IMPORT IS FROM DISCOVERY VILLAGE SOUTH/
WATER QUALITY/DETENTION BASIN
AND IS FILED PURSUANT TO THE SUBDIVISION MAP ACT. THIS TENTATIVE MAP ALSO DEDICATES PUBLIC STREET C, A PORTION OF PUBLIC STREET B, NORTH CITY DRIVE, AND PUBLIC PEDESTRIAN EASEMENT THROUGH LOTS 1, 2, & 3, A PUBLIC PARK IN LOT 5, RECREATION CENTER IN A PORTION OF LOT 3, HOA LOT "A", AND PUBLIC DRAINAGE EASEMENT ON LOT 1 AND LOT 5. (LOT 1 =48, LOT 2 =48, LOT 3 =183, LOT 4 =67, LOT 6 =79, LOT 7 =55) THIS IS A TENTATIVE MAP OF A CONDOMINIUM PROJECT AS DEFINED IN SECTION 4125, ET SEQ. OF THE CIVIL CODE OF THE STATE OF CALIFORNIA CONTAINING A MAXIMUM OF 480 RESIDENTIAL CONDOMINIUM UNITS NOTES ON SHEET 1)
SEE FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
38'
53'
R/W
15'
12'
LANE
TRAVEL
12'
LANE
TRAVEL
32'
104'
6'
41'
51'
R/W
10'
12'
LANE
TRAVEL
12'
LANE
TRAVEL
32'
9'
URBAN
TRAIL
15'
5' 3' 3' 5'
(BY OTHERS)
(WEST OF RUSH DR.)(DESIGN SPEED 45 MPH)
STREET TYPE K1
DISCOVERY STREET
TYPICAL SECTION
5 NO SCALE, BY OTHERS
CURB LINE
CURB LINE
LANE
BIKE
LANE
BIKE
(TYP)
W/CLASS II BASE
PCC SIDEWALK
DRAINAGE ESMT
PROPOSED 20' PUBLIC
DRAINAGE ESMT
PROPOSED 20' PUBLIC
VWD ESMT
PROPOSED 20'
VWD ESMT
PROPOSED 20'
ROAD
VWD ACCESS
U.V.S.M.
NOT A PART
NOT A PART
U.V.S.M.
PUBLIC STREET/UTILITY
PROPOSED IOD FOR
DELWARE LIMITED LIABILITY COMPANY
NORTH CITY COMMUNITY PARTNERS, LLC, A
LIABILITY COMPANY, ITS MANAGER
BY: SH NORTH CITY, LLC, A DELAWARE LIMITED
MEMBER
CALIFORNIA LIMITED PARTNERSHIP, ITS SOLE
BY: SHEA HOMES LIMITED PARTNERSHIP, A
TEL. (858) 361-8555
SAN DIEGO, CA 92130
5550 CARMEL MOUNTAIN RD., STE. 204
BY:
ITS:
NAME:
BY:
ITS:
NAME:
CALIFORNIA LIMITED LIABILITY COMPANY
URBAN VILLAGES SAN MARCOS, LLC, A
ITS: MANAGER
A CALIFORNIA LIMITED LIABILITY COMPANY
BY: NOBLE CANYON, LLC
BY:
GARY LEVITT, MANAGER
DATE
TO BE VACATED
PIPELINE EASEMENT
CITY OF SAN MARCOS
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
No.51503
M
O
T
H
Y
RRN GA
I
L
N
S
O
BR
E
A
E
W
TI
SDSD
630
PP
S
SD
W
PipePipe
Dirt Rd
D
ir
t
R
d
Parking
Asphalt
Asphalt Rd
Parking
Asphalt
L
E 6,279,400
E 6,279,400
E 6,279,600
E 6,279,800
E 6,280,000
E 6,280,200
E 6,280,400
E 6,280,600
E 6,280,800
E 6,281,000
E 6,281,200
E 6,281,400
E 6,281,600
E 6,281,800
N
1 ,
9 9
3 ,
0 0
0 N
1 ,
9 9
3 ,
2 0
0 N
1 ,
9 9
3 ,
4 0
0 N
1 ,
9 9
3 ,
6 0
0 N
1 ,
9 9
3 ,
8 0
0 N
1 ,
9 9
4 ,
0 0
0 Pipe
Pipe
Dirt Rd
Parking
Asphalt
Asphalt Rd
D
ir
t
R
d
Piles
Dirt Rd
Asphalt Rd
Tank
Tank
D
ir
t
R
d
Dirt Rd
Dirt Rd
Tank
Dirt Rd
Dirt Rd
Pipe
Tanks
Dirt Rd
X
X
X
X
N
T
W
IN
OAKS
VALLE
Y R
OAD
N
T
W
IN
OAKS
VALLE
Y R
OAD
RONALD PACKARD PKWY
DISCOVERY ST
RONALD PACKARD PKWY
DENSETREES
ASPH
ASPH
ASPH
DENSETREES
BOLOTIN LN
DENSETREES
ASPH SUBIN LN
ASPH
DISCOVERY ST
DISCOVERY ST
X544.5
X545.0
X545.1
X545.2
X546.5
546.5
546.5
X546.8
X546.9
X547.0
X547.1
X547.1
X547.3
X547.4
X547.4
X
X
X547.5
X547.5
X547.6
X547.7
X547.7
X547.7
X547.9
X548.1
X548.2
X548.3
X548.3
X548.3
X548.4
X548.6
X548.6
X548.6
X548.6
X548.8
X549.0
X549.0
X549.2
X549.5
X549.6
X549.9
550
550
X550.1
X550.2
X550.4
X550.5
X550.7
X550.7
X550.8
X550.8
X550.8
X550.9
X550.9
X551.0
X551.0
X551.5
X551.5
X
X552.1
X552.6
X552.8
X553.0
X553.0
X
X553.4
X
X553.5
PB
X
X553.6
X554.3
X554.5
X554.7
X554.7
X554.8
X
X555.0
MH
X
X555.1
X555.1
X
X555.3
X555.3
X555.3
X555.5
X555.5
X555.9
X555.9
MH
X
X556.3
X556.4
X556.5
X556.5
X556.5
X556.6
X556.7
556.8
X556.8
X556.9
X556.9
X557.0
X
X557.3
X557.4
X557.9
X557.9
X558.1
X558.5
X559.1
X559.1
X559.3
X559.5
560
5 60
560
560
X560.1
X560.3
X560.6
X560.7
5 561.13
X561.2
X561.5
DENSETREES
DENSETREES
ASPH
DENSETREES
4 561.53
P
B
X
X561.6
X561.8
X561.8
X
MH
X
X562.0
MH
X
X562.3
X562.3
X562.4
X562.5
X562.5
X
X562.7
P
BX
ASPH
6 562.76
X
X562.8
X562.8
X562.9
X
X563.0
X563.0
X563.1
X
X
X563.3
X
X
X
X
X563.4
X563.4
X
P
B
X
X563.5
X
X
X
X
X
X563.7
X563.8
X
X563.8
X
X
X
X564.2
X564.2
X564.2
X564.2
X
X564.3
X
X
X
X
X564.6
X564.6
X564.7
X564.7
X564.8
X
X565.0
X
X565.1
PB
X
PB
X
X565.4
X565.4
X565.5
X565.6
X565.6
X565.6
X565.7
X565.7
X565.8
X565.8
X
X565.9
X
565.9
X566.0
X566.1
X566.1
X566.1
P
BX
X566.2
X566.3
P
BX
X
X566.4
X566.4
X566.4
P
BX
X566.4
X
P
BX
X566.6
X
X
X566.8
X566.8
X566.9
X566.9
X566.9
X
567.0
X567.0
X567.3
X
X567.4
X567.4
X
X
X567.5
X
X
X
PB
X
X567.6
X567.8
ASPH
X568.1
X
X568.2
X568.3
X
X
X568.5
MH
X
X568.7
X568.7
X568.7
X568.8
X568.9
X568.9
X569.0
X
X569.1
X569.2
X569.2
X569.4
P
BX
PB
X
X569.6
P
BX
X569.7
X
X569.9
X
5 70
570 570
570
570
5 70
5 70
X
X570.2
X570.3
X570.5
X570.5
X570.5
X570.6
X570.7
X570.7
X570.8
X570.8
X571.3
X571.4
X571.5
X571.6
X571.7
X571.7
X571.8
X571.9
X571.9
X
X572.3
X572.3
X572.4
X572.4
X
X572.4
X572.5
X572.5
X572.6
X572.6
X572.6
MH
X
X572.7
X572.8
X572.8
X572.8
X572.8
X572.8
X572.8
MH
X
X572.9
X572.9
X572.9
X572.9
X572.9
X573.0
X
P
BX
X573.1
MH
X
X573.1
X
X573.1
X573.2
MH
X
X573.2
X
X
X
MH
X
MH
X
X
X573.5
X573.5
X573.5
X573.5
X573.5
X573.6
MH
X
X573.7
X573.8
X573.9
X
P
BX
MH
X
X574.2
X574.3
X
MH
X
X574.3
X
X
X
MH
X
X574.4
X
X574.4
X
X574.5
P
BX
X574.5
P
BX
X
X
X
P
BX
P
BX
X574.7
X574.7
X574.7
X574.8
X574.8
X574.8
X
MH
X
X
P
BX
X575.0
P
BX
P
BX
X575.2
PB
X
X575.2
PB
X
X575.4
X
X575.5
X575.5
X575.5
X
P
BX
P
BX
MH
X
X575.7
X
9 575.75
X575.9
X
X
X576.1
X
X576.3
X
X576.3
X
X576.4
X576.4
P
BX
X576.5
X576.5
P
BX
X576.6
X576.6
P
BX
X
X576.8
X
X576.9
X577.0
X
X
X577.1
X
X577.2
X577.3
X577.3
X577.4
X577.4
PB
X
X
X
X
X577.5
X577.7
X577.7
X577.7
X
X
X
X578.3
PB
X
PB
X
X578.5
X578.6
X578.6
MH
X
X
X578.7
X578.7
X578.7
X
X
X578.9
X578.9
X579.0
X579.0
X579.0
X
X579.2
X579.2
X
X579.4
X579.4
X579.5
X579.5
X579.5
X579.6
X
X579.8
X
580
580
580
580
580
5 8
0 580
5 8
0 5
8 0
580
X580.0
X
X580.2
X580.2
X
X
P
BX
X580.5
X580.5 X580.5
X580.5
X580.6
X
X580.6
X
X580.7
X580.7
X580.8
X580.8
MH
X
X580.9
X580.9
X580.9
X580.9
MH
X
X581.0
X581.2
X581.2
X
X581.3
MH
X
X581.3
X581.4
X581.4
X581.5
X581.7
MH
X
P
BX
X582.3
X582.4
X
X
X
X582.6
X582.6
X582.7
X582.7
X
X582.8
X
X582.9
X582.9
X
MH
X
P
BX
P
BX
P
BX
X
X
X583.2
X583.2
PB
X
X
PB
X
X
PB
X
X
PB
X
X583.3
X583.3
X583.4
X
X
X
X
X
X583.6
X583.6
X
X
P
BX
PB
X
X
X
X
X583.9
PB
X
X584.0
X
X584.2
X
X
X
X584.2
X584.4
X
X584.4
X
X584.6
X584.6
X584.6
X
X584.7
X584.7
X584.8
X
X584.8
X
X584.8
X584.8
X584.9
X584.9
X584.9
X
X585.0
X585.0
X
X
X PB
X
X585.1
X
X
X585.2
PB
X
PB
X
X585.2
X
X
X585.3
X585.3
X
X585.4
X585.4
X585.4
X585.5
X585.5
PB
X
X585.5
X
X
X
MH
X
PB
X
X585.6
X
X
PB
X
X
X
MH
X
X
X
X585.7
MH
X
MH
X
X
X585.8
X
X
MH
X
MH
X
X
X
X
X
ASPH
DENSETREES
PB
X
P
BX
X
X586.1
X
X
X586.3
X586.3
X586.3
X
X
X
X
X
X586.4
X
X
PB
X
X
P
BX
X
X586.6
X586.6
X
X
X
X586.6
P
BX
X586.6
X586.6
X586.7
X
X586.7
X
PB
X
P
BX
X
X
DENSETREES
X
X587.2
X
PB
X
X587.2
X
PB
X
X
PB
X
X
X
X
P
BX
X
X
X
PBX
X
X588.0
X588.1
X588.4
X588.4
X588.6
X
X
X
X
X588.9
X588.9
PB
X
X
PB
X
PB
X
X589.3
X
X589.4
X589.4
X
X
P
B
X
PB
X
PB
X
X
X
P
BX
MH
X
X
590
590
590
590
590
5 9
0 5
90 5
90 590
X
X
X590.3
X
X
PB
X
X
X
X590.8
X591.1
X591.2
X
X
X591.6
X
X591.9
X
PB
X
P
B
X
X
X592.3
X592.3
X592.3
X592.4
X592.5
X592.8
PB
X
MH
X
X592.9
X
X593.5
X593.8
X593.8
X
BRUSH
BRUSH
BRUSH
BRUSH
X594.1
X594.7
P
B
X
P
B
X
P
B
X
X594.7
X594.8
X594.8
X594.9
X
X
X
X595.2
X595.2
X595.5
X595.6
X595.7
X595.7
X595.8
X595.9
X
X
X596.2
X596.2
X
X
X
X596.4
X596.5
X596.5
X
X596.6
X596.8
X
X596.9
X
X
X
P
B
X
P
B
X
P
B
XX
P
B
X
X
X
X
X
X599.1
X599.3
X
X
X
600
600
600
600
600
6 0
0 600
60 0
600
MH
X
X600.2
X600.2
X
X
X600.9
X600.9
X
X601.2
X601.2
X
X
X601.5
X
X601.8
X
X601.9
X
PB
X
X
X602.8
X
X
X
X603.8
X
X
X604.6
X
X604.8
X604.9
X
X605.1
X605.1
X605.3
X
X
X
X
X
X606.8
X
X608.4
X
X609.2
MH
X
X609.3
P
B
X
P
B
X
X
610
610
610
610
610
610
610
610
610
X
X610.6
X610.7
X610.7
X610.8
X610.8
MH
X
MH
X
X611.5
X611.6
X611.8
X612.1
X612.4
X612.6
X612.6
X612.8
X612.8
X612.8
X613.0
X613.1
X613.2
X613.4
X613.7
X613.8
PB
X
PB
X
X614.5
X614.6
X615.0
X615.2
X615.3
X615.4
X615.5
X615.7
P
B
X
P
B
X
PB
X
PB
X
PB
X
PB
X
X616.1
X
P
B
X
X
X
P
B
X
X616.6
X616.6
X616.6
X616.6
X616.8
X616.8
X616.9
X617.0
X
X X
X
X
X
MH
X
X618.6
X618.7
X618.9
X
X619.4
X
620
620
620
620
620
620
62 0
62 0
620
X620.3
X620.7
X620.8
X621.2
X621.8
X623.2
X
X
X624.3
X624.8
X624.8
X625.2
X
X
X626.1
X626.4
X626.5
X626.6
X626.7
X626.9
X627.1
X627.1
X628.3
X628.4
X
X629.4
X
X629.8
630
630
630
630
630
63 0
630
630
X
X
X631.4
X
X632.3
X632.3
X632.4
X
X632.9
X633.0
X633.4
X633.7
X634.2
X634.8
X636.7
X636.7
X636.8
X637.0
X
X637.1
X
X637.2
X637.5
X
X638.2
X638.4
X638.7
X638.9
X638.9
X639.0
X639.2
640
640
640
640
640
6 4
0 640
640
640
X640.5
X640.5
X640.5
X640.6
X640.6
X640.8
X640.8
X640.9
X641.3
X641.4
X641.7
X
X
X642.4
X642.5
X642.6
MH
X
X643.3
X643.4
X
X643.6
X643.7
X644.5
X644.5
X644.5
X644.6
X644.6
X645.2
X645.5
X645.7
X646.4
X646.5
X646.7
X646.8
X647.0
X647.1
X647.5
X647.6
X648.3
X648.4
X648.5
X648.6
X648.6
X648.8
X648.9
X649.4
650
650
650
65 0
650
650
X650.1
X650.4
X650.4
X650.6
X650.6
X650.6
X650.6
X651.4
X651.4
X651.5
X651.5
X
X
X652.8
X653.0
X653.1
X653.2
X653.4
X653.5
X653.5
X653.7
X654.1
X654.1
X654.3
X654.3
X
X654.8
X654.8
X
X655.2 X655.3
X655.4
X655.4
X655.5
X655.8
X656.1
X656.2
X656.5
X656.7
X656.7
X657.0
X657.1
X657.2
X657.3
X657.4
X
X657.7
X657.8
X658.1
X658.3
X659.0
X659.1
X659.2
X659.3
X659.3
X659.4
X659.4
X659.5
X659.6
X659.6
660
660
660
660
660
660
X660.3
X660.4
X660.6
X660.9
X661.0
X661.4
X661.9
X662.6
X663.0
X663.8
X664.5
X664.7
X664.8X666.4 2
666.55
X667.4
X667.4
X668.8
X
X669.1
X669.2
X669.4
X
670
670
670
X671.2
X671.4
X671.5
X671.6
X671.7
X672.5
X
X
X672.8
X
X
X
X
X673.3
X673.6
X
X674.1
X
680
680
690
690
700
700
X702.4
X703.1
X703.2
X703.7
X704.4
X704.6
X705.5
710
X
719.7
X719.9
72 0
X720.3
c 2020 Rick Engineering Company
08-FEB-2023 13:55
C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\SD CorpStds 2005.dscript C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\17932d_tm_02_EX_CONDITIONS.dgn SHEET OF 15
UNIVERSITY DISTRICT SAN MARCOS
J-17932D
TENTATIVE NORTH CITY WEST SUBDIVISION MAP TSM 19-0002
T
T
T
++
+
+
9+00
10+00
11+00
12+00
13+00
13+86
LEGEND
EASEMENTS & AGREEMENTS
TITLE REPORT
SCHEDULE B ITEM PER TITLE REPORT
5/13/2000 AS DOC. 2000-0126558, O.R.
PIPELINE ESMT. TO VWD REC.
EXISTING EASEMENT
EFFECTIVE DATE OF AUGUST 12, 2022.
CHICAGO TITLE COMPANY ORDER NO. 00156963-996-SD1-RT4 HAVING AN 127
LIMIT OF FLOOD PLAIN
APPROXIMATE
OHL/PP
OHL/PP
OHL/PP
OHL/PP
(TYP)
BOUNDARY
SUBDIVISION
EX WATER MAIN
TO BE REMOVED
FOR
NEW ROUTING)
(TYP)
BOUNDARY
SUBDIVISION
OHL/PP
100 YEAR FLOODWAY
APPROXIMATE LIMIT OF
OHL/PP
TO BE REMOVED
EX WATER MAIN
OHL/PP
OHL/PP
CONC
SLAB
FOR NEW ROUTING)
4REMOVED (SEE SHT
EX WATER MAIN TO BE
EX 60" RCP
100 YEAR FLOODWAY
APPROXIMATE LIMIT OF
LIMIT OF FLOODWAY
APPROXIMATE
SYMBOLDESCRIPTION
SUBDIVISION BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING EASEMENT
EXISTING CURB
LEGEND
SYMBOLDESCRIPTION
EXISTING STORM DRAIN
EXISTING PROPERTY LINE
EXISTING CONTOUR
EXISTING SEWER W/ MANHOLE
EXISTING WATER
EXISTING RCB STORM DRAIN
EXISTING EASEMENT
EXISTING OVERHEAD UTILITY LINE W/ POLE
EXISTING FACILITIES / IMPROVEMENT NOTES
TSM BOUNDARY TO BE DEMOLISHED (TYPICAL).
ALL EXISTING STRUCTURES, TREES, AND SURFACE IMPROVEMENTS WITHIN 220-110-49
NUMBER
ASSESSOR PARCEL
CUSTOMERS, EXISTING UTILITIES NO LONGER NEEDED WILL BE REMOVED. (PER SDG&E'S DISCRETION) TO INSURE CONTINUED SERVICE TO REMAINING (ANCHORS, ETC.) WITHIN GRADED AREAS WILL BE REROUTED/RELOCATED AS NEEDED
EXISTING OVERHEAD UTILITY LINES (OHL), UTILITY POLES (PP) AND APPURTENANCES SR-78 FREEWAY CROSSING AND GUY POLES IN PLACE.
EXISTING SR-78 OVERHEAD ELECTRIC TO REMAIN; PROTECT
BE REMOVED, SEE NOTE 1
EXISTING CONCRETE SLAB TO
REMOVED, SEE NOTE 1
EXISTING BUILDING TO BE
100 YEAR FLOODWAY
100 YEAR FLOOD PLAIN
2 1
1 1
2 2
2 2
2 2
2 2
2 1
3 3
4 2
1 2
R
/
W
R
/
W
R/WR/W
(SEE SHT 4
S
D
S
D
S
D
SD
SD
SD
S
D
SD
S
D
S
D
S
D
SD
S
D
SDSDSD
SD
SDSD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
U
G
E
JT
SD
S
D
S
D
U
G
E
W
C
O
M
M
COMM
1 2
3 A
(KAISER)
(KAISER)
(HEADLEY PROP CORP)
(RALPH'S GROC. CO.)
(C
ITY)
(CITY)
(CITY)
(CITY)
(CITY)
(SCRIPPS HEALTH)
(CHANG)
221-080-25
221-091-24
221-080-20
221-080-07
221-100-14
221-100-55
221-110-33
221-080-06
221-080-05
221-100-74
221-100-04
221-100-03
221-100-02
220-190-52
220-181-40
221-100-69
221-080-05
220-181-39
220-181-38
220-181-37
220-181-36
220-181-35
221-080-17221-080-15
221-080-16
221-080-22
221-080-27
221-100-33
221-
110-
61 2
2 1-
10 0
-
7 6
221-100-77
221-
100-
45 221-
100-
46 221-
100-
47 221-
100-
48 221-
100-
61 221-100-54
221-100-38
221-100-37
221-
100-
71 221-100-40
221-100-66
221-110-55
221-110-68
-42
-75
-
7 6
221-110-50
221-110-73
221-110-71
221-110-09
221-110-74
221-110-32
221-110-24
221-110-22 221-110-18
221-110-17
221-110-63
221-110-29
221-110-16
220-170-47
220-181-45
(221-100-64)
221-100-16
221-100-22
221-100-21
221-110-27
221-110-26
221-
110-
12 221-110-28
221-110-10
-46
-70
-72
-78
221-100-59
221-
100-
78 221-100-73
221-
100-
32 221-100-24
220-170-40
221-
100-
10 220-170-40
220-181-44
221-091-26
221-091-27
221-100-72
220-170-36
221-100-35
OHL/PP
1 1
2 2
1-
110
-
2 3
221-100-63
221-100-65
221-100-58
SAN
MARCOS
CREEK
221-100-73
2 1
CONC
SLAB
EX 21" VC
P
(U.V.S.M.)
221-100-62
CONC
SLABS
1 221-100-09
(PASTRANA)
1 ASPH
PVMT
221-100-70
221-
100-
60 1
ACCESS RELINQUISHMENT
VCP SEWER
EXISTING 21"
STORM DRAIN
DOUBLE RCB
EXISTING 5'x6'
6'x4' RCB
EXISTING
LOT 3
CML WATER
EXISTING 24"
ACP WATER
EXISTING 12"
STORM DRAIN
EXISTING RCB
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 4LOT 5
LOT 6
LOT 13 LOT 14 LOT 15 LOT 16 LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
ROS 1962
ROS 20367
ROS 13295 ROS 22014
LOT 7
R/W
CALTRANS
EXISTING CONDITIONS
EXISTING 4" HP GAS
EXISTING DRY UTILITY
RCB SD CULVERT
EXISTING (5) 10' X 8'
221-080-08
221-080-26
(221-100-14)
PART
NOT A
U.V.S.M.
EX 18" VC
P
221-
100-
79 16436
OF MAP
LOT 2
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
220-170-46
EXIST
STRUCTURES
ROAD TO REMAIN
EX PAVED ACCESS
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
BE VACATED
CITY RIGHT-OF-WAY TO
BE VACATED
CITY RIGHT-OF-WAY TO
2 46
48 49
128
6 5
6 2
35 36
33 137
141
72 90
91 77
76 25
115
108
100 50 0 100 200 300
GRAPHIC SCALE 1" = 100'
WATER (PZ855)
EXISTING 16"
47 12
9 4
32 APPROX. LIMIT OF 100 YEAR FLOOD PLAIN
R/W
EXISTING CALTRANS
3 (S
C
R
IP
P
S
H
E
A
LTH
)
2 2
1-
0 8
0 -
2 3
(S
C
R
IP
P
S
H
E
A
LTH
)
221-080-24
FOR NEW ROUTING)4
ABANDONED (SEE SHT
EX WATER MAIN TO BE
REC'D 1/05/21
DOC #2021-0005709
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
STORM DRAIN
EXISTING 48"
VCP SEWER
EXISTING 12"
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
20 21
27 O.R. (ALSO LISTED AS SCHED. B ITEM 42)
SDG&E EASEMENT REC. 8/11/1966 AS INST. 130380,
FILE 88-393934, O.R.
AGREEMENT IN FAVOR OF VWD* REC. 8/10/1988 AS
AS FILE 88-393935, O.R.
AGREEMENT IN FAVOR OF VWD* REC. 8/10/1988
NON-PLOTTABLE EASEMENTS
TO BE QUITCLAIMED
TO BE QUITCLAIMED
TO BE QUITCLAIMED
SET FORTH AND CANNOT BE PLOTTED:
THE FOLLOWING EASEMENT(S) HAVE NO SPECIFIC LOCATION
PG 210, O.R.
SDG&E EASEMENT REC. 04/15/1940 IN BK 1017,
TO BE QUITCLAIMED
31 TO BE QUITCLAIMED
90 1971-77019, O.R.
SDG&E EASEMENT REC. 04/19/1971 AS DOC. NO.
TO BE QUITCLAIMED
91 77-436520, O.R.
SDG&E EASEMENT REC. 10/24/1977 AS DOC. NO.
108
TO BE QUITCLAIMEDPG. 383, O.R.
SDG&E EASEMENT REC. 7/7/1954 IN BK 5291,
TO BE QUITCLAIMED
115
84688, O.R.
SDG&E EASEMENT REC. 06/30/1954 INST. NO.
TO BE QUITCLAIMED
127
PG 388, O.R.
SDG&E EASEMENT REC. 04/18/1940 IN BK 1013,
TO BE VACATED
128
5105, PG 415, O.R.
PUBLIC HWY EASEMENT REC. 01/02/1954 IN BK
TO BE QUITCLAIMED
137
PG 117, O.R.
SDG&E EASEMENT REC. 05/28/1952 IN BK 4481,
TO BE QUITCLAIMED
141
BK. 7018, PG. 559, O.R.
PIPELINE EASEMENT TO VWD* REC. 4/01/1958 IN
68 ITEM 68)
1991-0321654, O.R. (ALSO LISTED AS SCHED. B
SDG&E EASEMENT REC. 07/01/1991 AS DOC.
TO BE QUITCLAIMED
PG 270, O.R. (ALSO LISTED AS SCHED. B ITEM 1)
SDG&E EASEMENT REC. 04/15/1940 IN BK 1016,
TO BE QUITCLAIMED
78 TO BE QUITCLAIMED
25 TO BE QUITCLAIMED
33 BK 7018, PAGE 545, O.R.
PIPELINE EASEMENT TO VWD* REC. 04/01/1958 IN
TO BE QUITCLAIMED
35 AS DOC. NO. 1994-0603221, O.R.
TO SCRIPPS HEALTH & SAN MARCOS REC. 10/13/1994
EASEMENT FOR DRAINAGE & FLOWAGE OF WATERS
TO BE QUITCLAIMED
36 10/13/1994 AS DOC. NO. 1994-0603222, O.R.
SLOPE EASEMENT TO SAN MARCOS REC.
TO BE QUITCLAIMED
46 PG 308, O.R.
SDG&E EASEMENT REC. 05/12/1937 IN BK 649,
PG 68, O.R.
SDG&E EASEMENT REC. 11/30/1939 IN BK 971,
TO BE QUITCLAIMED
47 PG 46, O.R.
SDG&E EASEMENT REC. 04/18/1940 IN BK 1027,
TO BE QUITCLAIMED
48 TO BE VACATED
49 5105, PG 419, O.R.
PUBLIC HWY EASEMENT REC. 01/07/1954 IN BK
TO BE VACATED
72 7018, PAGE 549, O.R.
PIPELINE EASEMENT TO VWD* REC. 04/01/1958 IN BK
TO BE QUITCLAIMED
76 ITEMS 97 & 100)
DOC. NO. 1970-88331, O.R. (ALSO LISTED AS SCHED. B
PIPELINE EASEMENT TO VWD* REC. 05/21/1970 AS
TO BE QUITCLAIMED
77 AS SCHED. B ITEMS 98 & 101)
DOC. NO. 77-436562, O.R. (ALSO LISTED
SDG&E EASEMENT REC. 10/24/1977 AS
TO BE VACATED
32 ITEM 32)
5105, PG 411, O.R. (ALSO LISTED AS SCHED. B
PUBLIC HWY EASEMENT REC. 01/07/1954 IN BK
ACCESS RIGHTS RELINQUISHED PER DOC. REC.
2/2/1966 AS INST. 19378, O.R.
12 TO REMAIN
TO BE QUITCLAIMED
2 AS SCHED. B ITEM 79)
72978 IN BK 2447, PG 288, O.R. (ALSO LISTED
SDG&E EASEMENT REC. 07/16/1947 AS INST.
ACCESS RIGHTS RELINQUISHED PER DOC. REC.
2/11/1959 IN BK 7538, PG 527, O.R.TO REMAIN
4 1960-48177, O.R.
SDG&E EASEMENT REC. 03/08/1960 AS DOC. NO.
TO BE QUITCLAIMED
6 5
1960-48172, O.R.
SDG&E EASEMENT REC. 03/08/1960 AS DOC. NO.
TO BE QUITCLAIMED
9 ACCESS RIGHTS RELINQUISHED PER DOC. REC.
1/16/1961 AS INST. 7772, O.R. TO REMAIN
3 REC. 01/07/1954 IN BK 5105, PG 423, O.R.
COUNTY OF SAN DIEGO PUBLIC HWY EASEMENT
(ALSO LISTED AS SCHED. B ITEM 3)TO BE VACATED
37, 64, 75, 96, 99, & 107)
PG 398, O.R. (ALSO LISTED AS SCHED. B ITEMS
SDG&E EASEMENT REC. 11/02/1949 IN BK 3372,
REC'D 12/08/20
DOC #2020-0786197
STREET DEDICATION PER
4 U.V.S.M. AREA ARE TO BE QUITCLAIMED AS NEEDED.
ALL EXISTING SDG&E EASEMENTS WITHIN THE NOT APART
4 4
4 4
4 RIGHT-OF-WAY
EX PUBLIC STREET
4 TSM BOUNDARY
T
W
IN
O
A
K
S
V
A
LLE
Y
R
O
A
D
SR 78
DISCOVERY STREET
N
.A
.P.
221-
100-
56 SEE SHEET 3
FOR REMAINDER PARCELS
U.V.S.M.
NOT A PART
(TPM19-0001)
U.V.S.M.
NOT A PART
FOR RE-CONNECTION (SOUTH)
SERVICE, SEE UTILITY PLAN
EX WATER MAIN TO REMAIN IN
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
U.V.S.M.
NOT A PART
L=250'
c 2020 Rick Engineering Company
08-FEB-2023 17:43
C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\SD CorpStds 2005.dscript C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\17932d_tm_03_TM.dgn SHEET OF 15
UNIVERSITY DISTRICT SAN MARCOS
J-17932D
TENTATIVE NORTH CITY WEST SUBDIVISION MAP TSM 19-0002
APPROX. LIMIT OF 100 YEAR FLOOD PLAIN
BOUNDARY
SUBDIVISION
BOUNDARY
SUBDIVISION
TO BE VACATED
CITY RIGHT-OF-WAY
BOUNDARY
SUBDIVISION
T
W
IN
V
A
LLE
Y
O
A
K
S
STATE ROUTE 78
DRIVE
CITY
NORTH
CARMEL
STREET
BARHAM
DRIVE
STREETDISCOVERY
PART
NOT A
U.V.S.M.
R/
W
R
/
W
R
/
W
BE REMOVED (TYP)
IMPROVEMENTS TO
REMAINING PRIVATE
(PASTRANA)
(KAISER)
(KAISER)
(HEADLEY PROP CORP)
(RALPH'S GROC. CO.)
(GHS)
(MUNOZ)
(C
ITY)
(U.V.S.M.)
(CITY)
(SCRIPPS HEALTH)
(CITY)
(CITY)
(CITY)
(S
C
R
IP
P
S
H
E
A
LTH
)
(S
C
R
IP
P
S
H
E
A
LTH
)
(SCRIPPS HEALTH)
(SCRIPPS HEALTH)
(DISCOVERY SL, LLC.)
(SCRIPPS HEALTH)
14-002)
(TSM
39 CREEKSIDE MARKET PLACE
OF 100 YR FLOODWAY
APPROXIMATE LIMIT
100 YR FLOODWAY
APPROXIMATE LIMIT OF
6 1
79.23'
7 R=1269.00'
PLAIN
100 YR FLOOD
APPROX. LIMIT OF100 YR FLOOD PLAIN
APPROX. LIMIT OF
4 L=279.93'
R=1131.00'
(G
O
O
D
FELLA
S)
(CHANG)
DISCOVERY
STREET
BOUNDARY
SUBDIVISION
D=
21 28'30" R=
1200.00' L=
449.77'
112.59'
2 NORTH
L=375.44'
3 (KAISER)
TSM 16-003
SOUTH
DISCOVERY VILLAGE
TSM 16-001
NORTH
DISCOVERY VILLAGE
LEGEND
SYMBOLDESCRIPTION
PROPOSED CURB
THROUGH1 7PROPOSED LOT NUMBER
SUBDIVISION BOUNDARY
PROPOSED LOT LINE
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY LINE
100 YEAR FLOODWAY
PROPOSED EASEMENT
100 YEAR FLOOD PLAIN
SUBDIVISION BOUNDARY DATA
BEARING/DELTA
107.45'
LENGTHRADIUS
--
-- 101.26'
51.57'--
30.20'--
L1
L2
L3
L4
NO
-- 80.50'
600.00'C1
BEARING/DELTA LENGTHRADIUSNO
C 5
221-080-05
221-100-09
221-100-70
16 17
18 20
21 2223
24 25
26 28
29 30
32 33
34 32 33 34
35 36
37 38
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 62
22 23
24 25
26 27
29 30
31 32
33 34
35 36
37 38
39 40
31 55
56 57 58 59 60 61 63 64 65 66
28 19
27 35
220-181-45
220-181-37
220-181-36
220-181-35
220-181-39
220-181-38
220-190-52
220-181-40
220-170-46
220-170-47
220-170-40
220-181-44
220-170-36
221-080-17
221-080-15
220-170-40
221-080-18
221-080-22
221-142-19
2 2
1-
0 8
0 -
2 3
221-080-28
221-080-24
221-142-18
221-080-27 221-080-20
221-091-25
221-080-25
221-080-26
221-080-08
221-080-07 221-100-14
221-100-55
221-100-16
221-100-22
221-
100-
32 221-100-24
(221-100-64)
(221-100-14)
221-100-63
221-080-16
221-100-69
221-080-05
221-100-02
221-100-04
221-100-03
221-100-40
221-100-35
221-100-62
221-
110-
61 221-100-72
221-100-65221-100-66221-100-73
221-110-55
221-110-68
-46
-70
(221-
100-
79)
221-
100-
78 221-
100-
61 221-
100-
60 221-
100-
48 221-100-74
221-080-06
221-091-26
221-091-27
221-091-24
221-110-18
221-110-17
221-110-63
221-110-27
221-110-26
221-
110-
12 221-110-28
221-110-32
221-110-24
221-
110-
23 221-110-22
221-110-33
221-110-16
-72
-78
221-110-71
221-110-09
221-110-29
221-110-10
-42
-75
221-110-73
221-110-74
-
7 6
221-110-50
221-100-54
221-100-38
221-100-37
221-
100-
71 221-100-59
221-100-77 221-
100-
46 221-
100-
47 2
2 1-
10 0
-
7 6
221-
100-
58 221-
100-
10 DISCOVERY STREET EXTENSION
GP19-00005/GP19-00009/IP19-00008/IP19-00010).
(SEE CITY OF SAN MARCOS DRAWINGS
PER DISCOVERY VILLAGE NORTH (TSM 16-001)
R/W
C 5
ACCESS RELINQUISHMENT
STREET 'B'
S
T
R
E
E
T
"C
" DEDICATION
PROPOSED STREET
LOT 11
LOT 2 LOT 1
LOT B
M
A
P
8 0
6 B
L
O
C
K
5 8
LOT C
LOT 9
LOT 8
LOT 11LOT 12
LOT 12
LOT 10
DRAINAGE EASEMENT
EXISTING PUBLIC
SUBDIVISION BOUNDARY
45.36'
D=5947'29" R=1200.00' L=1252.24'
S08°44'28"E 248.17'
SCALE: 1"=100'
KEY MAP
10 11
12 13
14 15 16
17 18
19 20
21 22
23 TENTATIVE SUBDIVISION MAP
3 TO BE VACATED
EXISTING RIGHT-OF-WAY
TO BE VACATED
EXISTING RIGHT-OF-WAY
ROS 20367
CALTRANS RW
221-
100-
45 LOT LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINE
PROPOSED
R
O
A
D
C1
TO BE EXTINGUISHED
PRIVATE ACCESS ESMT
B
5 4
0 3
.3
7 '
+18'
+43'
+9'
+32'
+28'
+33'
+30'+39'
+33'
+33' +20'
+
392'
+357'
+376'
+272'
16-001
DOCUMENT; SEE TSM
BY SEPARATE
STREET DEDICATION
PROPOSED OFF-SITE
LOT 3
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 4
LOT 5
LOT 6
LOT 13
LOT 15
LOT 16 LOT 17
LOT 18
LOT 19
LOT 20
LOT 21ROS 1962
ROS 20367
ROS 22014
LOT 7
ROS 13295
LOT 14
100 50 0 100 200 300
GRAPHIC SCALE 1" = 100'
DRAINAGE EASEMENT
20' PROPOSED PUBLIC
L5
+
470'
+16'
TO BE VACATED
PIPELINE EASEMENT
CITY OF SAN MARCOS
SCHOOL SITE PENDING ACQUISITION
LOT 7 IS RESERVED FOR FUTURE
NOTE:
MAP NO. 16436
LOT 2
MAP NO. 16436
LOT 3
& DETENTION)
WATER QUALITY TREATMENT
(REGIONAL & PUBLIC ROAD
FOR PUBLIC DRAINAGE EASEMENT
IRREVOCABLE OFFER TO DEDICATE
& DETENTION)
WATER QUALITY TREATMENT
(REGIONAL & PUBLIC ROAD
FOR PUBLIC DRAINAGE EASEMENT
IRREVOCABLE OFFER TO DEDICATE
NOTES ON SHEET 1)
FEMA FLODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENROACHMENT PER
FLOODWAY
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
REC'D 1/05/21
DOC #2021-0005709
STREET DEDICATION PER
REC'D 12/08/20
DOC #2020-0786197
STREET DEDICATION PER
(SEE SHEET 2, DEMOLITION NOTE 1)
EXISTING BUILDING TO BE REMOVED
REC'D 04/30/21
DOC# 2021-0333936
STREET DEDICATION PER
PUBLIC PARK
PER THE FINAL MAP
CITY IN-FEE TITLE
TO BE GRANTED TO
PUBLIC PARK
PER THE FINAL MAP
CITY IN-FEE TITLE
TO BE GRANTED TO
B
5 L1
L2L3
L4
L5
30.00' 47.95'
613.00' 196.61'
52.22'30.00'
D=91°34'23"
D=18°22'35"
D=96°51'38"
C2
C3
C4
CITY
DRIVE
C3
C4
REMAINDER PARCEL LEGEND
EASEMENT
PUBLIC VWD WATER
20' PROPOSED
VWD WATER EASEMENT
20' PROPOSED PUBLIC
NOT A PARTNOT A PART
NOT A PART
NOT A PART
NOT APART
TSM 16-001
VILLAGE NORTH
DISCOVERY
REMAINDER
LOT "J"
LOT "A"
HOA
LOT "A"
REMAINDER
LOT "B"
REMAINDER
LOT "C"
REMAINDER
LOT "D"
REMAINDER
LOT "F"
REMAINDER
LOT "E"
REMAINDER
LOT "G"
REMAINDER
LOT "H"
REMAINDER
LOT "I"
REMAINDER
REMAINDER LOT I
REMAINDER LOT H
REMAINDER LOT G
REMAINDER LOT F
REMAINDER LOT E
REMAINDER LOT D
REMAINDER LOT C
REMAINDER LOT A
REMAINDER LOT B
REMAINDER LOT J
RIGHT-OF-WAY
EX PUBLIC STREET
245'
4 9
'
18 '
3 0
1'
29'
70'
APN 221-100-33, 221-100-32
DEDICATION ON
PROPOSED 26'` RIGHT-OF-WAY APN 221-100-56
DEDICATION ON
43'` RIGHT-OF-WAY
PROPOSED FUTURE
TSM BOUNDARY
TSM 16-001
NORTH
DISCOVERY VILLAGE
100.04
N08°46'05" E
18.62'
N 73°04'35"E
OF LOT 3, HOA LOT "A", AND PUBLIC DRAINAGE EASEMENT ON LOT 1 AND LOT 5.
EASEMENT THROUGH LOTS 1-3, A PUBLIC PARK IN LOT 5, RECREATION CENTER IN A PORTION
PUBLIC STREET C, A PORTION OF PUBLIC STREET B NORTH CITY DRIVE, AND PUBLIC PEDESTRIAN AND IS FILED PURSUANT TO THE SUBDIVISION MAP ACT. THIS TENTATIVE MAP ALSO DEDICATES CONDOMINIUM UNITS (LOT 1 =48, LOT 2 =48, LOT 3 =183, LOT 4 =67, LOT6 =79, LOT 7 =55) OF THE CIVIL CODE OF THE STATE OF CALIFORNIA CONTAINING A MAXIMUM OF 480 RESIDENTIAL THIS IS A TENTATIVE MAP OF A CONDOMINIUM PROJECT AS DEFINED IN SECTION 4125, ET SEQ.
WATER QUALITY/DETENTION BASIN
EMERGENCY ACCESS ESMT
PROPOSED 26' TEMPORARY
DRAINAGE ESMT
PROPOSED 20' PUBLIC
PROPOSED PUBLIC DRAINAGE EASEMENT
(HOA MAINTAINED)
VEHICULAR ACCESS EASEMENT
CITY OF SAN MARCOS MAINTENANCE
(CITY OF SAN MARCOS MAINTAINED)
VEHICULAR ACCESS EASEMENT
CITY OF SAN MARCOS MAINTENANCE
8'
SLOPE/LANDSCAPE/IRRIGATION/BASIN MAINTENANCE)
MARCOS MAINTAINED) (HOA RETAIN ACCESS RIGHT FOR
GENERAL MUNICIPAL TRAIL EASMENT (CITY OF SAN
(HOA MAINTAINED)
PUBLIC PEDESTRIAN ACCESS EASEMENT
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
EASEMENT
PROPOSED TEMPORARY EMERGENCY ACCESS
EMERGENCY ACCESS ESMT
PROPOSED 26' TEMPORARY
U.V.S.M.
NOT A PART
U.V.S.M.
NOT A PART
(TPM 19-000)
U.V.S.M.
NOT A PART
221-100-21
(PADILLA)
221-100-56
& DETENTION)
WATER QUALITY TREATMENT
(REGIONAL & PUBLIC ROAD
FOR PUBLIC DRAINAGE EASEMENT
IRREVOCABLE OFFER TO DEDICATE
THE CITY.
GRANT DEED IN FEE TITLE TRANSFER TO
CONCURRENT WITH RECORDATION OF
BY SEPARATE RECORDED DOCUMENT
ON THE FINAL MAP AND EFFECTUATED
ACCESS IS REQUIRED TO BE CREATED
EASEMENT FOR HOA MAINTENANCE
A COVENANT OF PRIVATE DRAINAGE
NOTE:
221-100-33
(HOA MAINTAINED)
VEHICULAR ACCESS EASEMENT
CITY OF SAN MARCOS MAINTENANCE
(HOA MAINTAINED)
PUBLIC PEDESTRIAN ACCESS EASEMENT
EASEMENT (HOA MAINTAINED)
PUBLIC PEDESTRIAN ACCESS
EASEMENT (TYP.)
ACCESS RELINQUISHED
EASEMENT (TYP.)
ACCESS RELINQUISHED
EASEMENT (TYP.)
ACCESS RELINQUISHED
EXISTING CALTRANS
C2
(HOA MAINTAINED)
VEHICULAR ACCESS EASEMENT
CITY OF SAN MARCOS MAINTENANCE
EXISTING CONDITIONS
EXIST 18" SD
EXIST 24" SD
EXIST 24" SD
EXIST 24" SD
U.V.S.M.
NOT A PART
++
+
+
9+00
10+00
11+00
12+00
13+00
13+86
31 30
29 28
27 26 25
24 23 22
21 20
19 18
17 R/W
5 R
/
W
APPROX. LIMIT OF 100 YEAR FLOOD PLAIN
BOUNDARY
SUBDIVISION
BOUNDARY
SUBDIVISION
TO BE VACATED
CITY RIGHT-OF-WAY
S
TR
EET D
ED
IC
A
TIO
N
10 0
' P
R
O
P
O
S
ED
P
U
B
LIC
BOUNDARY
SUBDIVISION
T
W
IN
V
A
LLE
Y
O
A
K
S
STATE ROUTE 78
DRIVE
CITY
NORTH
CARMEL
STREET
BARHAM
DRIVE
STREETDISCOVERY
PART
NOT A
U.V.S.M.
R/
W
R
/
W
R
/
W
BE REMOVED (TYP)
IMPROVEMENTS TO
REMAINING PRIVATE
P
R
O
P
O
SED
P
U
B
LIC
STR
EET D
ED
IC
A
TIO
N
(PASTRANA)
(KAISER)
(KAISER)
(HEADLEY PROP CORP)
(RALPH'S GROC. CO.)
(GHS)
(MUNOZ)
(C
ITY)
(U.V.S.M.)
(CITY)
(SCRIPPS HEALTH)
(CITY)
(CITY)
(CITY)
(S
C
R
IP
P
S
H
E
A
LTH
)
(S
C
R
IP
P
S
H
E
A
LTH
)
(SCRIPPS HEALTH)
(SCRIPPS HEALTH)
(DISCOVERY SL, LLC.)
(SCRIPPS HEALTH)
14-002)
(TSM
39 CREEKSIDE MARKET PLACE
OF 100 YR FLOODWAY
APPROXIMATE LIMIT
100 YR FLOODWAY
APPROXIMATE LIMIT OF
6 1
79.23'
7 R=1269.00'
PLAIN
100 YR FLOOD
APPROX. LIMIT OF100 YR FLOOD PLAIN
APPROX. LIMIT OF
4 L=279.93'
R=1131.00'
(G
O
O
D
FELLA
S)
(CHANG)
DISCOVERY
STREET
BOUNDARY
SUBDIVISION
D=
21 28'30" R=
1200.00' L=
449.77'
112.59'
2 NORTH
L=375.44'
3 (KAISER)
TSM 16-003
SOUTH
DISCOVERY VILLAGE
TSM 16-001
NORTH
DISCOVERY VILLAGE
LEGEND
SYMBOLDESCRIPTION
PROPOSED CURB
THROUGH1 7PROPOSED LOT NUMBER
SUBDIVISION BOUNDARY
PROPOSED LOT LINE
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY LINE
100 YEAR FLOODWAY
PROPOSED EASEMENT
100 YEAR FLOOD PLAIN
SUBDIVISION BOUNDARY DATA
BEARING/DELTA
107.45'
LENGTHRADIUS
--
-- 101.26'
51.57'--
30.20'--
L1
L2
L3
L4
NO
-- 80.50'
600.00'C1
BEARING/DELTA LENGTHRADIUSNO
C 5
100'
50'
50'
221-080-05
221-100-09
221-100-70
16 17
18 20
21 2223
24 25
26 28
29 30
32 33
34 32 33 34
35 36
37 38
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 62
22 23
24 25
26 27
29 30
31 32
33 34
35 36
37 38
39 40
31 55
56 57 58 59 60 61 63 64 65 66
28 19
27 35
220-181-45
220-181-37
220-181-36
220-181-35
220-181-39
220-181-38
220-190-52
220-181-40
220-170-46
220-170-47
220-170-40
220-181-44
220-170-36
221-080-17
221-080-15
220-170-40
221-080-18
221-080-22
221-142-19
2 2
1-
0 8
0 -
2 3
221-080-28
221-080-24
221-142-18
221-080-27 221-080-20
221-091-25
221-080-25
221-080-26
221-080-08
221-080-07 221-100-14
221-100-55
221-100-16
221-100-22
221-
100-
32 221-100-24
(221-100-64)
(221-100-14)
221-100-63
221-080-16
221-100-69
221-080-05
221-100-02
221-100-04
221-100-03
221-100-40
221-100-35
221-100-62
221-
110-
61 221-100-72
221-100-65221-100-66221-100-73
221-110-55
221-110-68
-46
-70
(221-
100-
79)
221-
100-
78 221-
100-
61 221-
100-
60 221-
100-
48 221-100-74
221-080-06
221-091-26
221-091-27
221-091-24
221-110-18
221-110-17
221-110-63
221-110-27
221-110-26
221-
110-
12 221-110-28
221-110-32
221-110-24
221-
110-
23 221-110-22
221-110-33
221-110-16
-72
-78
221-110-71
221-110-09
221-110-29
221-110-10
-42
-75
221-110-73
221-110-74
-
7 6
221-110-50
221-100-54
221-100-38
221-100-37
221-
100-
71 221-100-59
221-100-77 221-
100-
46 221-
100-
47 2
2 1-
10 0
-
7 6
221-
100-
58 221-
100-
10 119
'
5 6
'
6 3
'
10 0
'
50'
50'
DISCOVERY STREET EXTENSION
GP19-00005/GP19-00009/IP19-00008/IP19-00010).
(SEE CITY OF SAN MARCOS DRAWINGS
PER DISCOVERY VILLAGE NORTH (TSM 16-001)
104'
51'
53'
R/W
C 5
ACCESS RELINQUISHMENT
STREET 'B'
S
T
R
E
E
T
"C
" DEDICATION
PROPOSED STREET
LOT 11
LOT 2 LOT 1
LOT B
M
A
P
8 0
6 B
L
O
C
K
5 8
LOT C
LOT 9
LOT 8
LOT 11LOT 12
LOT 12
LOT 10
DRAINAGE EASEMENT
EXISTING PUBLIC
SUBDIVISION BOUNDARY
45.36'
D=5947'29" R=1200.00' L=1252.24'
S08°44'28"E 248.17'
SCALE: 1"=100'
KEY MAP
5 3
2 '`
16'`
29'`
91'`
305'`
369'`
95'`
306'`
33'`
217'`
19'`
6 0
'`
40 0
'`
2 6
8 '`
4 8
'`
66'`
9 5
'`
2 9
7 '`
9 7
'`
17 1'`
6 2'`
307'`
536'`
227'`
6 7
3 '`
18 6
'`
10 11
12 13
14 15 16
17 18
19 20
21 22
23 TENTATIVE SUBDIVISION MAP
3 TO BE VACATED
EXISTING RIGHT-OF-WAY
TO BE VACATED
EXISTING RIGHT-OF-WAY
ROS 20367
CALTRANS RW
221-
100-
45 LOT LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINE
PROPOSED
R
O
A
D
C1
TO BE EXTINGUISHED
PRIVATE ACCESS ESMT
B
5 4
0 3
.3
7 '
+18'
+43'
+9'
+32'
+28'
+33'
+30'+39'
+33'
+33' +20'
+
392'
+357'
+376'
+272'
16-001
DOCUMENT; SEE TSM
BY SEPARATE
STREET DEDICATION
PROPOSED OFF-SITE
LOT 3
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 4
LOT 5
LOT 6
LOT 13
LOT 15
LOT 16 LOT 17
LOT 18
LOT 19
LOT 20
LOT 21ROS 1962
ROS 20367
ROS 22014
LOT 7
ROS 13295
LOT 14
100 50 0 100 200 300
GRAPHIC SCALE 1" = 100'
167'`
62'`
DRAINAGE EASEMENT
20' PROPOSED PUBLIC
L5
+
470'
+16'
TO BE VACATED
PIPELINE EASEMENT
CITY OF SAN MARCOS
SCHOOL SITE PENDING ACQUISITION
LOT 7 IS RESERVED FOR FUTURE
NOTE:
MAP NO. 16436
LOT 2
MAP NO. 16436
LOT 3
& DETENTION)
WATER QUALITY TREATMENT
(REGIONAL & PUBLIC ROAD
FOR PUBLIC DRAINAGE EASEMENT
IRREVOCABLE OFFER TO DEDICATE
& DETENTION)
WATER QUALITY TREATMENT
(REGIONAL & PUBLIC ROAD
FOR PUBLIC DRAINAGE EASEMENT
IRREVOCABLE OFFER TO DEDICATE
NOTES ON SHEET 1)
FEMA FLODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENROACHMENT PER
FLOODWAY
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
REC'D 1/05/21
DOC #2021-0005709
STREET DEDICATION PER
REC'D 12/08/20
DOC #2020-0786197
STREET DEDICATION PER
(SEE SHEET 2, DEMOLITION NOTE 1)
EXISTING BUILDING TO BE REMOVED
REC'D 04/30/21
DOC# 2021-0333936
STREET DEDICATION PER
PUBLIC PARK
PER THE FINAL MAP
CITY IN-FEE TITLE
TO BE GRANTED TO
PUBLIC PARK
PER THE FINAL MAP
CITY IN-FEE TITLE
TO BE GRANTED TO
B
5 L1
L2L3
L4
L5
18 0
'`
3 0
5 '`
3 2
'`
37'`
4 0
0 '`
36'`
15 9
'`
142'`
30.00' 47.95'
613.00' 196.61'
52.22'30.00'
D=91°34'23"
D=18°22'35"
D=96°51'38"
C2
C3
C4
CITY
DRIVE
C3
C4
4 2
'`
78.59'
N72°58'30"E
2 3
0 .16
'
N
0 8
°4
6 '0
5 "E
19 5
.0
2 '
N
16 °
4 1'2
7 "W
143.41'
S73°04'12"W
4 9
3 .6
4 '
N
0 8
°5
0 '5
0 "E
215.73'
N73°02'13"E
2 0
8 .0
4 '
N
16 °
4 5
'2
6 "W
138.15'
S73°04'35"W
468.11'
S73°04'35"W
13 1.10
'
N
0 8
°4
6 '0
5 "E
413.72'
S73°04'35"W
2 3
0 .8
1'
S
0 8
°4
3 '3
5 "W
591.65'
N73°04'18"E
REMAINDER PARCEL LEGEND
EASEMENT
PUBLIC VWD WATER
20' PROPOSED
VWD WATER EASEMENT
20' PROPOSED PUBLIC
19'`
9.5'`
150'`
2 5
'`
50'`
TURN AROUND
TEMPORARY CUL-DE-SAC/
10'`
22'`
21'`118'`
NOT A PARTNOT A PART
NOT A PART
NOT A PART
NOT APART
TSM 16-001
VILLAGE NORTH
DISCOVERY
REMAINDER
LOT "J"
LOT "A"
HOA
LOT "A"
REMAINDER
LOT "B"
REMAINDER
LOT "C"
REMAINDER
LOT "D"
REMAINDER
LOT "F"
REMAINDER
LOT "E"
REMAINDER
LOT "G"
REMAINDER
LOT "H"
REMAINDER
LOT "I"
REMAINDER
REMAINDER LOT I
REMAINDER LOT H
REMAINDER LOT G
REMAINDER LOT F
REMAINDER LOT E
REMAINDER LOT D
REMAINDER LOT C
REMAINDER LOT A
REMAINDER LOT B
REMAINDER LOT J
RIGHT-OF-WAY
EX PUBLIC STREET
48'`
133'
86'
2 0
9 '
13 5
'
245' 18
3 '
4 9
'
18 '
3 0
1'
29'
70'
178'
453'
APN 221-100-33, 221-100-32
DEDICATION ON
PROPOSED 26'` RIGHT-OF-WAY APN 221-100-56
DEDICATION ON
43'` RIGHT-OF-WAY
PROPOSED FUTURE
10 0
'
95'
279'
TSM BOUNDARY
TSM 16-001
NORTH
DISCOVERY VILLAGE
101'` 100.04
N08°46'05" E
18.62'
N 73°04'35"E
OF LOT 3, HOA LOT "A", AND PUBLIC DRAINAGE EASEMENT ON LOT 1 AND LOT 5.
EASEMENT THROUGH LOTS 1-3, A PUBLIC PARK IN LOT 5, RECREATION CENTER IN A PORTION
PUBLIC STREET C, A PORTION OF PUBLIC STREET B NORTH CITY DRIVE, AND PUBLIC PEDESTRIAN AND IS FILED PURSUANT TO THE SUBDIVISION MAP ACT. THIS TENTATIVE MAP ALSO DEDICATES CONDOMINIUM UNITS (LOT 1 =48, LOT 2 =48, LOT 3 =183, LOT 4 =67, LOT6 =79, LOT 7 =55) OF THE CIVIL CODE OF THE STATE OF CALIFORNIA CONTAINING A MAXIMUM OF 480 RESIDENTIAL THIS IS A TENTATIVE MAP OF A CONDOMINIUM PROJECT AS DEFINED IN SECTION 4125, ET SEQ.
WATER QUALITY/DETENTION BASIN
10'`
10'`
EMERGENCY ACCESS ESMT
PROPOSED 26' TEMPORARY
DRAINAGE ESMT
PROPOSED 20' PUBLIC
10'
14' PROPOSED PUBLIC DRAINAGE EASEMENT
(HOA MAINTAINED)
VEHICULAR ACCESS EASEMENT
CITY OF SAN MARCOS MAINTENANCE
(CITY OF SAN MARCOS MAINTAINED)
VEHICULAR ACCESS EASEMENT
CITY OF SAN MARCOS MAINTENANCE
16'`
8'
SLOPE/LANDSCAPE/IRRIGATION/BASIN MAINTENANCE)
MARCOS MAINTAINED) (HOA RETAIN ACCESS RIGHT FOR
GENERAL MUNICIPAL TRAIL EASMENT (CITY OF SAN
(HOA MAINTAINED)
PUBLIC PEDESTRIAN ACCESS EASEMENT
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
EASEMENT
PROPOSED TEMPORARY EMERGENCY ACCESS
EMERGENCY ACCESS ESMT
PROPOSED 26' TEMPORARY
U.V.S.M.
NOT A PART
U.V.S.M.
NOT A PART
(TPM 19-000)
U.V.S.M.
NOT A PART
221-100-21
(PADILLA)
221-100-56
PUBLIC STREET/UTILITY
PROPOSED IOD FOR
& DETENTION)
WATER QUALITY TREATMENT
(REGIONAL & PUBLIC ROAD
FOR PUBLIC DRAINAGE EASEMENT
IRREVOCABLE OFFER TO DEDICATE
THE CITY.
GRANT DEED IN FEE TITLE TRANSFER TO
CONCURRENT WITH RECORDATION OF
BY SEPARATE RECORDED DOCUMENT
ON THE FINAL MAP AND EFFECTUATED
ACCESS IS REQUIRED TO BE CREATED
EASEMENT FOR HOA MAINTENANCE
A COVENANT OF PRIVATE DRAINAGE
NOTE:
221-100-33
(HOA MAINTAINED)
VEHICULAR ACCESS EASEMENT
CITY OF SAN MARCOS MAINTENANCE
(HOA MAINTAINED)
PUBLIC PEDESTRIAN ACCESS EASEMENT
EASEMENT (HOA MAINTAINED)
PUBLIC PEDESTRIAN ACCESS
EASEMENT (TYP.)
ACCESS RELINQUISHED
EASEMENT (TYP.)
ACCESS RELINQUISHED
EASEMENT (TYP.)
ACCESS RELINQUISHED
EXISTING CALTRANS
C2
(HOA MAINTAINED)
VEHICULAR ACCESS EASEMENT
CITY OF SAN MARCOS MAINTENANCE
5 3
2 '`
16'`
29'`
91'`
305'`
369'`
95'`
306'`
33'`
217'`
19'`
6 0
'`
40 0
'`
2 6
8 '`
4 8
'`
66'`
9 5
'`
2 9
7 '`
9 7
'`
17 1'`
6 2'`
307'`
536'`
227'`
6 7
3 '`
18 6
'`
167'`
62'`
18 0
'`
3 0
5 '`
3 2
'`
37'`
4 0
0 '`
36'`
15 9
'`
142'`
4 2
'`
78.59'
N72°58'30"E
2 3
0 .16
'
N
0 8
°4
6 '0
5 "E
19 5
.0
2 '
N
16 °
4 1'2
7 "W
143.41'
S73°04'12"W
4 9
3 .6
4 '
N
0 8
°5
0 '5
0 "E
215.73'
N73°02'13"E
2 0
8 .0
4 '
N
16 °
4 5
'2
6 "W
138.15'
S73°04'35"W
468.11'
S73°04'35"W
13 1.10
'
N
0 8
°4
6 '0
5 "E
413.72'
S73°04'35"W
2 3
0 .8
1'
S
0 8
°4
3 '3
5 "W
591.65'
N73°04'18"E
19'`
9.5'`
150'`
2 5
'`
50'`
10'`
22'`
21'`118'`
48'`
133'
86'
2 0
9 '
13 5
'
18 3
'
178'
453'
10 0
'
95'
279'
101'`
10'`
10'`
16'`
R/W
5 R
/
W
Asphalt Rd
B
ridge
X
X
X
X
D
9 -A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 630
RONALD PACKARD PKWY
DISCOVERY ST
X
X552.1
X
556.9
560
560 560
560
P
B
X
MH
X
MH
X
X
X
MH
X
MH
X
562.5
P
BX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PB
X
PB
X
X
P
BX
P
BX
X
P
BX
X
P
BX
X
X
X
X
X
X
X
X
PB
X
X
X
X
MH
X
X
P
BX
PB
X
P
BX
X
570
570
570 570
5 70
570 570
X
X
MH
X
MH
X
X
P
BX
MH
X
X
MH
X
X
MH
X
X
X
MH
X
X
MH
X
P
BX
MH
X
X
MH
X
X
X
MH
X
X
X
P
BX
P
BX
X
X
X
P
BX
P
BX
X
MH
X
X
P
BX
P
BX
P
BX
PB
X
PB
X
X
X
P
BX
P
BX
MH
X
X
X
X
X
X
X
P
BXP
BX
P
BX
X
X
X
X
X
PB
X
X
X
X
X
X
X
PB
X
PB
X
MH
X
X
X
X
X
X
X
580
2:1
580580
580
580
580
X
X
X
P
BX
X
X
MH
X
MH
X
X
MH
X
MH
X
P
BX
X
X
X
X
X
MH
X
X
P
BX
P
BX
P
BX
583
582
586
580
575
580
579
578
577
579
575
579
580
581
582
583
584
585
586
550
550
565
2:1
555
555
550
565
2:1
585
585
590
585
585
585
588
589
590
591
592
593
594
591
592
593
594
595
596
597
598
599
600
587
586
585584
583
582
581
587
580
585
590
585
590
5 9
0 595
6 0
0 6
0 5
6 1
0 615
615
610
6 0
5 6
0 0
5 9
5 590
590
595
600605
1:1
X
X
PB
X
PB
X
X
PB
X
X
PB
X
X
X
X
X
X
X
P
BX
PB
X
X
X
X
PB
X
584
X
X
X
X
X
X
X
585
X PB
X
PB
X
PB
X
X
PB
X
X
X
PB
X
X
X
X
MH
X
X
X
X
PB
X
X
X
X
PB
X
X
X
X
X
X
X
PBX
X
X
P
BX
590 590
590
590
590
5 90
X
X
X
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
X
X
X
600 600
600
600
600
6 0
0 600
X
570
575
570
575
580
X
X
X
X
X
610 610
610
610
610
610
610
620
620
620
620
620
X
X
X
X
630
630
630
X
X
X
640
640
640
6 4
0 640
X
MH
X
650
65 0
650
X
X
660
660
660
660
2 666.55
670
670
670
XX
680
680
680
690
690
690
700
700
710710
X
719.7
X719.9
72 0
72 0
X720.3
2:1
595
600
c 2020 Rick Engineering Company
08-FEB-2023 17:46
C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\SD CorpStds 2005.dscript C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\17932d_tm_04_GradingPlan.dgn SHEET OF 15
J-17932D
TENTATIVE NORTH CITY WEST SUBDIVISION MAP TSM 19-0002
D
9 -A
4 C
W
SDD-116~21' B-2 INLET
D9-A4
C
W
D9-A5
D
9 -m
o
d
A
6 D
9 -m
o
d
A
5 x
6 C
W
CW
CW
CW
C
W
D
9 -
A
4 D
9 -A
4 D
9 -
A
4 D
9 -A
4 D
9 -A
4 D9-A4
D
9 -
A
4 D9-A4
D
9 -
A
4 D
9-A
4 D9-A4
S
D
D
-
116
~
5 ' B
IN
L
E
T
SDD-116
~
5' B INLET
SDD-116~
5' B INLET
D9-A4
D9-A4
D9-A
4 D
9 -
A
4 D
9-A
4 SDD-116~9' B-2 INLET
SDD-116~9' B-2 INLET
SDD-116~19' B-1 INLET
SDD-116~13' B-1 INLET
D9-A5
D9-A4
D9-A4
SDD-116~19' B-1 INLET
C
W
C
W
C
W
CW
CW
CW
CW
CW
C
W
C
W
D9-A4
D9-A4
C
W
D
9 -
A
5 CW
D9-A5
CW
T
T
T
710
584
2:1
2 :1
604.1 TB
612.3 TB
611.3 FL
2:1
1:1
S
D
D
-
116
~
5 ' B
IN
L
E
T
CW
CW
D
9 -
A
4 D
9 -
A
4 605
D
9 -
A
4 575
570
2:1
575
580
580
5 8
0 580
5 8
0 2
:1
582
2 :1
2 :1
2 :1
586
588
590
5 9
0 592
594
596
2 :1
598
600
6 0
0 600
602
2 :1
3:1
604
604
606
605
2 :1
608
1:1
610
610
6 10
6 10
2 :1
2 :1
2:1
610
620
630
640
610
6 2
0 620
620
6 2
0 6
2 0
620
6 2
0 2:1
620
620
2 :1
630
6 3
0 6
3 0
630
6 30
630
630
6 3
0 6
3 0630
6 3
0 630
630
632
634
634
2 :1
636
636
638
638
640
640
2:1
6 4
0 640
6 4
0 2
:1
2:1
2 :1
2:1
2:1 MAX
2:1
2:1
2 :1
2 :1
2:1
6 40
2:1
3:1
2:1
2:1
6 4
0 2
:1
2 :1
2:1
2 :1
2 :1
2:1
640
640
2 :1
642
642
644
646
646
646
648
648
648
650
650
6 5
0 6
5 0
650
6 5
0 6
5 06
5 0
650
650
6 5
0 660
6 6
0 660
660
6 6
0 660
6 6
0 6
6 0
6 50
1:1
6 7
0 670
6 7
0 670
670
680
680
6 8
0 680
690
690
690
6 9
0 690690
700
700
2 :1
2 :1
2 :1
15'
21'16'
2:1
12" WATER
7'2'
G-2 (TYP)
6" C&G PER
PROPOASED
(TYP)
STREET LIGHT
PROPOSED
ACCESS ROAD
26' SECONDARY
50' (HOA LOT A)
R/W
FOR DETAILS
GRADING PLANS
TYPE J DITCH SEE
EX (5) 10'x8' RCB SD CULVERT
EX CALTRANS R/W
EX 21" VCP SWR
EX 6'x6' RCB SD CULVERT
EX 6'x4' R
C
B
EX 24" C
M
L W
A
TER
EX 12" A
C
P
W
A
TER
EX R
C
B
STO
R
M
D
R
A
IN
T
W
IN
V
A
LLE
Y
O
A
K
S
STATE ROUTE 78
R
O
A
D
EX 16" WATER (PZ 855)
610
560
550
560
550
560
558
550
590
580
650 620 610
600
610
6 2
0 6
10 620
610
580
640
650
650
640
630
620
610
630
570
680
690
7 0
0 700
5 8
0 670
670
660
650
640
640
610
5 7
0 5
6 0
6 5
0 DRIVE
CITY
NORTH
CARMEL
STREET
BARHAM
DRIVE
BOUNDARY
SUBDIVISION
590
590
6 710
660
630
600
640
EX 12" VCP SEWER
EX 48" RCP STORM DRAIN
STREETDISCOVERY
6 10
620
630
650
670
5 9
0 620
560
650
4 5
8 0
7 BOUNDARY
SUBDIVISION
DBL RCB
EX 7'x6'
DRAINAGE EASEMENT
EXISTING PUBLIC
DISCOVERY
5 5
9 0
)2(TYPICAL, REFER TO SHEET
BOUNDARY TO BE REMOVED
IMPROVEMENTS IS WITHIN
EXISTING REMAINING PRIVATE
6 0
0 100 YEAR FLOODWAY
APPROXIMATE LIMIT OF
100 YEAR FLOODWAY
APPROXIMATE LIMIT OF
APPROX. LIMIT OF 100 YEAR FLOODWAY
580
590
3 620
610
600
590
580
6 6
0 590
610
630
620
630
6 0
0 640
PEDESTRIAN
TRAIL
TRAIL
TRA
IL
TR
A
IL
PEDESTRIAN
TRAIL
FUTURE RIGHT-OF-WAY
REMOVED
BOUNDARY TO BE
WITHIN SUBDIVISION
EXISTING STRUCTURES
2 1
680 690
700
710
650
660
670
580
EX 24" CML WATER
C
A
LTR
A
N
S R
/
W
5 7
0 570
SAN
MARCOS
CREEK
L=375.44'
BOUNDARY
SUBDIVISION
BOUNDARY
SUBDIVISION
R=1269.00'
112.75'
L=279.94'
R=1131.00'
D=
12°28'30"
R=
1200.00'
D=5947'29" R=1200.00' L=1252.27'
4.8%
1.4%
8 .3
%
2.0%
5.0%
1.2%
L=
449.77'
NORTH
STORMWATER PROTECTION NOTES:
ADVISORY NOTES ON STORMWATER OBLIGATIONS
TECHNOLOGY (BCT) FOR CONVENTIONAL POLLUTANTS.
TECHNOLOGY (BAT) FOR TOXIC AND NON-CONVENTIONAL POLLUTANTS, AND BEST CONVENTIONAL POLLUTANT CONTROL
DISCHARGES THROUGH THE USE OF CONTROLS, STRUCTURES, AND MANAGEMENT PRACTICES THAT ACHIEVE BEST AVAILABLE DISCHARGERS SHALL MINIMIZE OR PREVENT POLLUTANTS IN STORM WATER DISCHARGES AND AUTHORIZED NON-STORM WATER 3.
MAINTAINED.
MARCOS ENGINEERING DIVISION INSPECTOR SATISFACTION THAT ADEQUATE EROSION AND SEDIMENT CONTROL CAN BE NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY GIVEN TIME WITHOUT DEMONSTRATING TO THE CITY OF SAN 2.
MARCOS MUNICIPAL STORM WATER PERMIT.
QUALITY CONTROL BOARD (INCLUDES SRWQCB) AND MUST ALSO COMPLY WITH THE REQUIREMENTS OF THE CITY OF SAN THE ACTIVITIES SHOWN HEREON ARE SUBJECT TO ENFORCEMENT UNDER PERMITS FROM THE SAN DIEGO REGIONAL WATER 1.
LEGEND
SYMBOLDESCRIPTION
PROPOSED 2:1 SLOPE
PROPOSED FLOW DIRECTION
EXISTING STORM DRAIN
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED CURB
PROPOSED STORM DRAIN
PROPOSED CUT / FILL LINE
PROPOSED DAYLIGHT LINE
C
F
PROPOSED CONCRETE DRAINAGE DITCH
EXISTING SEWER W/ MANHOLE
EXISTING WATER
EXISTING RCB STORM DRAIN
EXISTING OVERHEAD UTILITY LINE W/ POLE
PP
THROUGH1 9PROPOSED LOT NUMBER
SUBDIVISION BOUNDARY
PROPOSED LOT LINE
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY LINE
100 YEAR FLOODWAY
PROPOSED CONCRETE DRAINAGE CHANNEL
PROPOSED RETAINING WALL
EXISTING FLOW DIRECTION
(H=APPROXIMATE EXPOSED HEIGHT)
GP19-00005 AND GP19-00009
PROPOSED CONTOUR PER
PROPOSED EASEMENT
100 YEAR FLOOD PLAIN
4 DISCOVERY STREET EXTENSION
IMPROVEMENT PLAN IP19-00010/GP19-00005)
DISCOVERY VILLAGE SOUTH (TSM 16-003) (SEE
PER DISCOVERY VILLAGE NORTH (TSM 16-001) AND
591.6 FG
602.9 TW
594.7 FG
606.2 TW
HP
607.6 FS
583.1 FS/LP
FS
FS/HP
618.4
(629.5) FG
586.2 FS/HP
34 2
3 4
5 23
34 36
37 38
39 40
41 35
32 31
30 29
28 27
26 25
24 66
22 6564636261
60 5956 57 58
55 54
53 51
52 50
49 48
47 46
45 44
43 42
41 40
39 32
33 31
30 29
28 27
26 25
24 23 22
21 20
19 18
17 33
OHL
SD
SD SD SD
SD
S
D
S
D
S
D SD
SD
SD
SD
S
D
S
DSD
S
D
S
D
SD
S
D
S
D
S
D
SD
SD
S
D
LOT C
B
L
O
C
K
5 8
M
A
P
8 0
6 2.0%
2.0%
1.8 %
1.3%
1.3%
2.3%
2.3%
2.0%
2 .3
%
5.0%
1.7 %
1.7%
1.7 %
2.0%
2.0%
1.8 %
C1
L9
L7 L6
L5
L8
R/W R/W
R/W
R
/
W
R
/
W
R
/
W
R/
W
R/W
5 0
' 10
0 '
5 0
'
R/W
C
F
C
F
C
F
CF
CF
C
F
CF
C
F
C
F
C
F
C
F
C F
C
F
C
F
OHL
OHL
O
H
L
O
H
L
OHL
OHL
O
H
L
O
H
L
OHL
OHL
OHLOHL
OHL
O
H
L
O
H
L
OHL OHL
O
H
L
OHL
O
H
L
O
H
L
OHL
OHL
O
H
L
O
H
L
OHL
OHL
OHL
OHL
OHL
O
H
L
OHL
W
W
W
W
W
W W
W
W
W
W
U
G
E
UGE
U
G
E
U
G
E
U
G
E
S
S
G
G
G
G
S
S
S
S
W
W
G G
W
S
D
104'
53'
51'
75'
75'
150'
5 6
'
6 3
'
119
'
3 5
EXIST ROW
EXIST ROW
EX RCB STO
RM
DRA
IN
630
630
EXISTING UTILITY TO BE REMOVED
ACCESS RELINQUISHMENT
F
C
F
C
644.1
HP
3 :1
3:1
3 :1
2 :1
2:1
2:1
2 :1
2 :1
2 :1
3:1
3 :1
2:1
2:1
38 37
36 35
34 3332
DISCOVERY STREET
EXIST ROW
620
600
580
BOUNDARY
SUBDIVISION
C 5
B
5 EXIST ROW
4.0%
STREET
CITY
2:1 MAX
D 5
FL 573.9
FG 579.6
C
4 17
1'`
2 9
7 '`
9 5
'`
66'`
2 6
8 '`
4 8
'`
306'`
95'`
16'`
91'`
6 8
3 '`
5 3
2 '`
307'`
6 2'`
150'`
410
'`
(DISCOVERY SL, LLC.)
221-142-18
LOT 9
221-080-29
(DISCOVERY SL, LLC.)
(SCRIPPS HEALTH)
221-080-27
LOT 8
ROS 20367
LOT 9
LOT 10
(SCRIPPS HEALTH)
221-080-28
DEDICATION (BY OTHERS)
PROPOSED PUBLIC STREET
(S
C
R
IP
P
S
H
E
A
LTH
)
2 2
1-
0 8
0 -
2 3
(S
C
R
IP
P
S
H
E
A
LTH
)
221-080-24
TSM 16-001
NORTH
DISCOVERY VILLAGE
(SCRIPPS HEALTH)
221-142-19
TSM 16-003
SOUTH
DISCOVERY VILLAGE
DISCOVERY STREET EXTENSION
GP19-00005/GP19-00009/IP19-00008/IP19-00010).
(SEE CITY OF SAN MARCOS DRAWINGS
PER DISCOVERY VILLAGE NORTH (TSM 16-001)
221-080-25
(KAISER)
DEDICATION
PROPOSED STREET
221-080-22
LOT 14LOT 13
LOT 11
221-080-20
221-080-08
221-080-07
LOT 5
LOT 4
LOT 16
LOT 17LOT 15
221-080-06
221-080-05
221-080-16
221-080-05
220-181-38
220-181-39
220-181-37
221-100-02
220-181-45
220-170-36
221-080-17
LOT 3 LOT 2 LOT 1
LOT B
LOT 12
LOT 12
LOT 11
220-170-40
(CITY)
220-181-36
220-181-44
(CITY)(CITY)
220-170-40
221-100-69
220-181-40
220-190-52
221-100-03
221-100-62(UVSM)
221-
110-
61 (G
O
O
D
FELLA
S)
(CHANG)
221-110-68
221-110-55
221-110-70
221-110-50-
7 6
-42
-75
221-110-74
221-110-73 221-110-71
221-110-09
-72
-78
221-110-10
221-110-29
221-110-16
221-110-33
221-110-32
221-110-24
221-110-23
221-110-22
221-110-18
(GHS)
(MUNOZ)
221-110-17221-
110-
12221-110-26
221-110-63
221-110-28
221-110-27
221-100-55
221-100-16
(RALPH S GROC. CO.)
221-091-26(HEADLEY PROP CORP)
221-091-27
221-
100-
32 221-100-14
221-100-64
221-100-54
221-100-38
221-100-37
221-
100-
71 221-
100-
78 221-
100-
61 221-
100-
60 221-
100-
48 221-
100-
47 221-
100-
46 221-
100-
45 221-100-77
221-
100-
58 2
2 1-
10 0
-
7 6
221-
100-
10 221-100-74
221-100-40
221-100-73
221-
100-
79 (C
ITY)
221-100-35
221-100-70
221-100-63
221-100-14
221-100-33
221-080-26
221-091-24
(KAISER)(KAISER)
221-091-25
221-100-66 221-100-65
221-100-04
220-181-35
220-170-47
(CITY)
221-100-59
221-100-09
(PASTRANA)
EXIST 24" SD
EXIST 24" SD
EXIST 18" SD
EXIST 24" SDEXIST 18" SD
EXIST 24" SD
EXIST 18" SD
CONCEPTUAL GRADING PLAN
CREEKSIDE MARKET PLACE
100 YR FLOOD PLAIN
APPROX. LIMIT OF
BE REMOVED
WATER TO
EX 12"
LOT 19
LOT 20
LOT 21
LOT 3
LOT 4
598.0 FG
610.8 TW
FS/LP
584.1
FS
586.1
79.23'
35 ROAD EASEMENT
EXISTING PUBLIC
TO BE VACATED
RIGHT-OF-WAY
EXISTING
LOT LINE
PROPOSED
LOT LINE
PROPOSED
LOT LINE
PROPOSED
ROS 1962
ROS 22014
ROS 20367
ROS 20367
16-001
DOCUMENT; SEE TSM
BY SEPARATE
STREET DEDICATION
PROPOSED OFF-SITE
SITE SECTION B
4 ROS 13295
100 50 0 100 200 300
GRAPHIC SCALE 1" = 100'
583.9 FS
6.3%
9% 9%
9 7
'`
6 0
'`
167'`
62'`
19'`
9.5'`
221-080-18
(SCRIPPS HEALTH)
8.3%
EASEMENT
DRAINAGE
20' PROP PUBLIC
1.1%
H=1.3'`
BW 584.9
TW 586.2
TSM 16-001
TRAIL PER
CONNECT TO
H=1.9'`
BW 575.6
TW 577.5
1.3%
FS 590.13
GB/FS 588.03
220-170-46
H=4.6'`
BW 618.3
TW 622.9
8 .3
%
33'`
+272'
+18'
217'`
+43'
+9'
+32'
+28' 19'`
4.5%
S
T
R
E
E
T
"C
"
FL 564.0
FL 570.0
FL 570.0
H=8.7'`
BW 605.7
TW 614.4
H=15.0'`
BW 605.2
TW 619.2
ACCESS ROAD
10' MAINTENANCE
H=6.4'`
BW 631.4
TW 637.8
H= 1.7'`
BW 616.7
TW 618.4
H=12.4`
BW 620.0
TW 632.4
HT=6.3'`
BW 609.7
TW 616.0
660
670
680
L9
H=7.1'`
BW 608.8
TW 615.9
H=1.8'`
BW 636.0
TW 637.8
B 4
H=8.7'`
BW 622.7
TW 631.4FG 626.4
FG 622.3
FG 622.3
H=10.5'`
BW 611.8
TW 622.3
H=13.5'`
BW 608.2
TW 621.7
H=11.0'`
BW 578.0
TW 589.0
H=7.4'`
BW 571.3
TW 578.7
H=2.2'`
BW 584.0
TW 586.2
221-
110-
46 H=0.7'`
BW 572.0
TW 572.7
H=10.9'`
BW 625.5
TW 636.4
DESILTING BASIN
TREATMENT )
QUALITY & DETENTION
(PUBLIC ROAD WATER
DRAINAGE ESMT
IOD FOR PUBLIC
CREEKSIDE TRAIL
2:1 TO 1:1
SLOPE
TRANSITION
CREEKSIDE TRAIL
CREEKSIDE TRAIL
PROPOSED AC PAVEMENT
FL 632.5
TG 640.5
H=11.1'`
BW 584.2
TW 595.3
H=8.4'`
BW 576.9
TW 585.2
FL 553.0
FL 569.9
RIM 583.0
FL 551.7
FL 572.7
RIM 583.3
FL 575.8
RIM 582.6
FL 625.0
FG 580.7
QUALITY BASIN
PRIVATE WATER
ACCESS ROAD
12' MAINTENANCE
FL 577.0
RIM 583.8
H=10.6'`
BW 580.2
TW 590.8
CREEKSIDE TRAIL H= 11.0'`
BW 553.7
TW 564.7
BOUNDARY
SUBDIVISION
FL 641.4
RIM 653.5
FL 598.7
RIM 607.5
221-080-15
FL 672.7
RIM 679.9
MAP NO. 16436
LOT 2
MAP NO. 16436
LOT 3
FG 623.5
BASIN
QUALITY
WATER
PRIVATE
FL 577.7
RIM 583.8
FL 573.7
RIM 587.0
FL 572.1
RIM 582.8
FL 580.4
RIM 590.8
FL 601.3
RIM 615.0
FL 620.3
RIM 625.9
FL 613.7
RIM 623.0
FL 624.7
RIM 636.7
FL 622.6
RIM 635.1
FL 630.5
RIM 638.9
FL 571.3
TC 581.8
FL 557.0
RIM 584.5
FL 562.1
RIM 584.5
FL 568.7
RIM 582.5
FL 638.3
RIM 646.3
FL 643.2
RIM 655.3
FL 612.0
TC 628.0
BOUNDARY
SUBDIVISION
FL 567.2
RIM 583.4
ACCESS ROAD
10' MAINTENANCE
LOT LINE
PROPOSED
NO SCALE
(CREEKSIDE TRAIL)
26' DRIVEWAY
APPROX. LIMIT OF 100 YEAR FLOOD PLAIN
PROPOSED CLEAN WATER (CW) STORM DRAIN CWCW
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
APN 221-100-33, 221-100-32
SAN MARCOS PARCELS
DEDICATION ON CTY OF
PROPOSED 26'` RIGHT-OF-WAY
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
SITE
TO PROVIDE 4.0 ACRES SCHOOL
FROM APN 221-080-25 REQUIRED
FUTURE BOUNDARY ADJUSTMENT
NOTE:
REC'D 1/05/21
DOC #2021-0005709
STREET DEDICATION PER
FL 594.7
GP19-00005
"F" C.B. PER
EXIST TYPE
CONNECT TO
7%
2.3%
570
9.3%
3.7%
4 .5
%
4 .5
%
BASIN FG=598.5
WATER QUALITY
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
PROPOSED LOT 2
LINE ADJUSTMENT TO
AREA SUBJECT TO LOT
PROPOSED STORM DRAIN HEADWALL/RIP RAP
REC'D 12/08/20
DOC #2020-0786197
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
FL 586.6
RIM 594.0
ACP WATER
EX 12" ABND
FG 625.5
BASIN
WATER QUALITY
APN 221-100-56
OF SAN MARCOS PARCEL
DEDICATION ON CITY
43'` RIGHT-OF-WAY
PROPOSED FUTURE
FL 604.0
RIM 612.2
H=4.8'`
BW 609.8
TW 614.6
BW 610.4~H=0.9'`
TW 611.3
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
TO LOT 7
SCHOOL ACCESS
RESERVED FOR
26' DRIVEWAY
FL 599.8
RIM 617.5
ADJUST
FL 607.0
RIM 614.5
ADJUST
FL 603.0
RIM 607.5
FL 605.2
RIM 610.7
FL 570.4
FG 570.0
BASIN
WATER QUALITY
221-100-24
DETENTION TREATMENT)
WATER QUALITY &
ESMT (PUBLIC ROAD
IOD FOR DRAINAGE
RAP~FL 598.6
HEADWALL W/RIP
FL 561.9
RIM 572.6
H=10.7'`
BW 622.0
TW 632.7
FL 619.3
RIM 625.8
H=4'`
BW 628.0
TW 632.0
570
TO BE VACATED
SLOPE EASEMENT
TO BE VACATED
SLOPE EASEMENT
PER THE FINAL MAP
CITY IN-FEE TITLE
TO BE GRANTED TO
PUBLIC PARK
PUBLIC PARK
PER THE FINAL MAP
CITY IN-FEE TITLE
TO BE GRANTED TO
H=13.0'`
BW 557.0
TW 570.0
H=4.3'`
BW 553.0
TW 557.3
H=10.3'`
BW 551.0
TW 561.3
H=19.0'`
BW 559.0
TW 578.0
H= 8.7'`
BW 567.0
TW 575.7
H=3.6'`
BW 583.2
TW 586.8
221-100-72
FL 557.2
RIM 568.1
EXISTING PUBLIC ROAD
FL 653.0
RIM 660.7 FL 658.3
RIM 666.0
VACATED
WAY TO BE
EX RIGHT OF
REMOVED
TO BE
EX 12" WATER
PER GP 19-00005
1:1 SLOPE
H=7.5'`
BW 624.6
TW 632.1
E 5
2 E5
590.1 FG
602.3 TW
591.6 TW
589.6 FG
598.9 TW
591.4 FG
LOT LINE
PROPOSED
ACCESS ROAD
10' MAINTENANCE
LINE TO REMAIN
EXISTING OVERHEAD
1 UNIVERSITY DISTRICT SAN MARCOS
TENTATIVE NORTH CITY WEST
SUBDIVISION MAP TSM 19-0002
4 SEE SHEET 3
FOR REMAINDER PARCELS
NOT A PART
NOT A PART
HOA LOT 'A'
6 REMAINDER LOT 'J'
WATER QUALITY/DETENTION BASIN
TSM BOUNDARY
TEMPORARY TURNAROUND
AC BERM AROUND
FL 635.0
RIM 641.0
U.V.S.M.
NOT A PART
U.V.S.M.
NOT A PART
221-100-22
221-100-21
221-
100-
56 (PA
DILLA
)
U.V.S.M.
NOT A PART
(TPM19-0001)
U.V.S.M.
NOT A
PART
1.5 %
8 .3
%
FS 642.2
2%
PUBLIC STREET/UTILITY
PROPOSED IOD FOR
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
2%
2%
D
4 SITE SECTION
NO SCALE
(ACCESS ROAD)
NO SCALE
SITE SECTION C
4 FS 642.5
FS 646.7
HP
FS 648.0
FL 596.8
RIM 611.8
BOUNDARY
PL/SUBDIVISION
AC BERM
TEMPORARY
AC/AB
PROPOSED
WATER ESMT
20' VWD
H=15.0'`
BW 562.7
TW 574.7
HEADWALL W/RIP RAP
H=1.4'
BW 588.6
TW 590.0
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
REQUIREMENTS TO BE PROVIDED BY SDG&E
REMAIN: PROTECT IN PLACE. RELOCATION
NOTE: EX SR-78 OVERHEAD ELECTRIC TO
H=9.4'`
BW 577.2
TW 586.6
H=7.9'`
BW 599.1
TW 607.0
H=8.2'`
BW 598.8
TW 607.0
FL 627.6
RIM 634.5
PROPOSED TRAIL
50'
100'
50'
FL 637.0
RIM 642.0
TYPE F CB
D
4 FL 690.0
RIM 700.0
(10'` -20'`)
1'
2'
G
E
O
G
R
ID
W
A
L
L
P
L
A
N
T
A
B
L
E
3'`
FABRIC
GEOGRID
2%
DITCH
CONCRETE
SAFETY RAILING
GUARDRAIL/
TRAIL
CREEKSIDE
VARIES
3'`
15'
12'
RAILING
SAFETY
3'`
18" BROW DITCH
2 '-
18 '
2:1
3' *
BOUNDARY
SUBDIVISION
2'
* 2' LANDSCAPE AND IRRIGATION
**CREEKSIDE TRAIL
GREATER THAN 5%
- VEHICULAR GRANITECRETE DG FOR SECTION
** - STABILIZED DG FOR SECTIONS 5% OR LESS
13 '` M
A
X
SWALE
BENCH
TRAIL 1'
2'
1'
2'
FABRIC
GEOGRID
10'
8' 2' COBBLE
G
E
O
G
R
ID
W
A
L
L
P
L
A
N
T
A
B
L
E
RAILING
SAFETY
SCHOOL SITE
FUTURE
PARK
KNOLL
8' SOUND WALL
SDP 21-0004
PER NORTH CITY
EASEMENT
DRAINAGE
20' PUBLIC
36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 c 2020 Rick Engineering Company
07-FEB-2023 18:31
C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\SD CorpStds 2005.dscript C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\17932d_tm_05_StreetProfiles_SiteSections.dgn SHEET OF 15
UNIVERSITY DISTRICT SAN MARCOS
J-17932D
TENTATIVE NORTH CITY WEST SUBDIVISION MAP TSM 19-0002
638.79
17+00.00
638.56
17+10.00 BVC
635.95
18+00.00
631.76
19+00.00
631.27
19+10.00 EVC
626.77
20+00.00
621.78
21+00.00
616.78
22+00.00
612.78
22+80.00 BVC611.75
23+00.00
605.59
24+00.00
599.45
24+80.00 EVC
590.63
26+00.00
585.84
27+00.00
583.43
28+00.00
583.12
28+51.68 LP
583.39
29+00.00
583.39
29+00.00 EVC
584.54
30+00.00
585.68
31+00.00
585.68
31+00.00 BVC
586.09
586.03
32+00.00
584.77
33+00.00
584.77
33+00.00 EVC
583.74
33+50.00 BVC
582.96
34+00.00
582.70
34+51.12 LP
582.94
35+00.00
583.69
35+50.00 EVC
-2.30%
-4.99%
-8.34%
1.15% -2.06% 2.01%
G2=-4.99%
G1=-2.30%
@ 18+10.00
PI=636.26
200' VC
G2=-8.34%
G1=-4.99%
@ 23+80.00
PI=607.79
200' VC
G1=-8.34%
@ 27+00.00
PI=581.10
400' VC
G2=-2.06%
G1=1.15%
@ 32+00.00
PI=586.83
200' VC
G2=2.01%
G1=-2.06%
@ 34+50.00
PI=581.68
200' VC
25+00.00 BVC~597.78
560
580
600
620
640
660
680
700 700
680
660
640
620
600
580
560
35+90.00 NORTH CITY DRIVE
584.50
37+86.84 DISCOVERY STREET
K=49.12
K=62.40
31+71.50 HP
30+43.30 NORTH CITY DRIVE=
585.03
(SEE TSM 16-0001)
DISCOVERY VILLAGE NORTH STREET B
K=42.17
G2=1.15%
26+65.31 NCD=CL INT
26+73.31 NCD=CL INT
587.23
AREA 6
FUTURE PLANING 586.89
FUTURE PLANING AREA 7
K=59.77
23+50.88 NCD=CL INT
608.82
FUTURE PLANING AREA 5 AT CENTERLINE
FINISH SURFACE
K=74.35
17+45.46 NCD=CL INT
637.66
AND FUTURE PLANING AREA 4
FUTURE PLANING AREA 3 WEST
640.28
16+35.46~ END NORTH CITY DRIVE
STREET PROFILES & SITE SECTIONS
5 SCALE: 1"= 100' HORIZ.; 1"= 20' VERT.
SITE SECTION "C"
SUBDIVISION
BOUNDARY
EX GROUND
LOT 3
RESIDENTIAL
MULTI FAMILY
LOT 5
PARK
FUTURE
4 LOT
LOT 6
RESIDENTIAL
MULTI FAMILY
LOT 1
FINISH SURFACE
R/W R/W
R/W
R/W
2:1
2:1
SUBDIVISION
BOUNDARY
2:1
FINISH SURFACE
SUBDIVISION
BOUNDARY
FINISH SURFACE
LOT 5
PARK
KNOLL
FUTURE
LOT 4
(PLANNING AREA 4)
RESIDENTIAL
MULTI FAMILY
LOT 3
(PLANNING AREA 3W)
RESIDENTIAL
MULTI FAMILY
R/W (SR-78)
CALTRANS
(R
O
C
K
C
U
T)
R/W R/W
R/W R/W
'
2:1
2:1
D
2:1
2:1
NORTH CITY DRIVE
BENCH
SLOPE
NORTH CITY DRIVE
IP19-00010/TSM 16-0001)
(SEE IMPROVEMENT PLAN
IP19-00010 (TSM 16-001)
PLANS IP19-00008 AND
DISCOVERY STREET IMPROVEMENT
IMPROVEMENTS BY OTHERS SEE
DISCOVERY STREET
PROPOSED TRAIL
CITY DR
NORTH
10' SETBACKBENCH
10' SLOPEEX GROUND
EX GROUND
PROFILE: NORTH CITY DRIVE
SITE SECTION "B"
TSM 16-001
NORTH
VILLAGE
DISCOVERY
(8:1 BATTER,
PLANTED MSE WALL5
C
5 B
5 550
560
570
580
590
600
610
620
630
640
650
660
670
680
690
700
710
720
550
560
570
580
590
600
610
620
630
640
650
660
670
680
690
700
710
720
550
560
570
580
590
600
610
620
630
640
650
660
670
680
550
560
570
580
590
600
610
620
630
640
650
660
670
680
17+0016+0015+0014+0013+0012+0011+0010+00 22+0021+0020+0019+0018+00 23+00 24+00 25+00 26+00 27+00 28+00 34+0033+0032+0031+0030+0029+00 35+00 36+009+008+007+006+005+004+003+002+001+00 9+008+007+006+005+004+003+002+001+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 (PLANNING AREA 7) (PLANNING AREA 6)
AREA 4)
(PLANNING
(PLANNING AREA 3W)
SCALE: 1" = 100' HORIZ.; 1" = 50' VERT.
SCALE: 1" = 100' HORIZ.; 1" = 50' VERT.
15' TRAIL
CREEKSIDE
PROPOSED
(8:1 BATTER,
PLANTED MSE WALL
1:1
C/L
R/W
BEYOND RIGHT-OF-WAY
FOR FUTURE DEVELOPMENT
(SDP) TO BE PROCESSED
SITE DEVELOPMENT PERMIT
35' 15'
(MAX HEIGHT 12'`)
CMU WALL
FOR PLANTING
2' R/W TO WALL
NORTH CITY DR (WEST OF STREET "A" )
RETAINING WALLS ALONG
E
5 NO SCALE
C/L
R/W
BEYOND RIGHT-OF-WAY
FOR FUTURE DEVELOPMENT
(SDP) TO BE PROCESSED
SITE DEVELOPMENT PERMIT
2' R/W TO WALL
35' 15'
D
5 MAX HEIGHT 15`)
(8:1 BATTER,
PLANTED MSE WALL
NO SCALE
NORTH CITY DR (WEST OF STREET "A" )
RETAINING WALLS ALONG
DISCOVERY STREET
RESIDENTIAL
MULTI FAMILY
PARK SITE/ OR
SCHOOL SITE/
L=250'
IRR
IRR
IRR
BF
TTT
Asphalt Rd
B
ridge
L
X
X
X
X
710
584
2:1
2 :1
D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 630
550
550
X
PB
X
X
MH
X
MH
X
560
5 60
560
560560
P
B
X
MH
X
MH
X
X
X
MH
X
MH
X
X
P
BX
X
X
X
X
X
X
X
X
P
B
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PB
X
PB
X
X
P
BX
P
BX
X
P
BX
X
P
BX
X
X
X
X
X
X
X
X
PB
X
X
X
X
MH
X
X
P
BX
PB
X
P
BX
X
570
570
5 70570
570
570
X
2:1
X
MH
X
MH
X
X
P
BX
MH
X
X
MH
X
X
X
X
MH
X
MH
X
X
MH
X
P
BX
MH
X
X
MH
X
X
MH
X
X
X
P
BX
P
BX
X
X
X
P
BX
P
BX
X
MH
X
X
P
BX
P
BX
P
BX
PB
X
PB
X
X
P
BX
P
BX
MH
X
X
X
X
X
X
X
P
BXP
BX
P
BX
X
X
X
X
X
PB
X
X
X
X
X
X
X
PB
X
PB
X
MH
X
X
X
X
X
X
X
580
580
580
5 8
0 580
580
580
5 8
0 580
5 8
0 2:1
2 :1
X
X
X
P
BX
X
X
MH
X
MH
X
X
MH
X
P
BX
MH
X
582
P
BX
X
X
X
X
X
X
MH
X
P
BX
P
BX
P
BX
X
X
PB
X
PB
X
X
PB
X
X
PB
X
X
X
X
X
X
X
P
BX
PB
X
X
X
X
PB
X
2 :1
2 :1
2 :1
X
X
X
X
X
X
X
X
X
X
X
X
PB
X
PB
X
PB
X
X
X
X
X
PB
X
X
MH
X
X
X
PB
X
X
X
MH
X
X
MH
X
MH
X
X
X
X
MH
X
X
586
PB
X
P
BX
X
X
X
X
X
PB
X
X
X
PB
X
X
P
BX
X
X
P
BX
PBX
X
588
X
P
BX
X
X
P
BX
P
BX
590
5 90
590
590
590
5 9
0 PB
X
P
BX
X
592
X
594
X
596
X
2 :1
598
600
60 0
600
600
6 0
0 600
X
602
2 :1
3:1
604
604
X
606
X
X
2 :1
608
610
610
610
610
610
6 10
6 10
2 :1
2 :1
2:1
610
620
630
640
620
62 0
62 0
6 2
0 620
620
6 2
0 6
2 0
620
6 2
0 2:1
X
X
2 :1
X
X
630
63 0
630
630
6 3
0 6
3 0
630
6 30
630
630
6 3
0 6
3 0630
6 3
0 632
634
634
2 :1
636
636
638
638
640
640
640
640
640
2:1
6 4
0 640
6 4
0 2
:1
2:1
2 :1
2:1
2:1 MAX
2:1
2:1
2 :1
2 :1
2:1
6 40
2:1
3:1
2:1
2:1
6 4
0 2
:1
2 :1
2:1
2 :1
2 :1
2:1
642
642
MH
X
644
646
646
648
648
650
650
650
650
6 5
0 6
5 0
650
6 5
0 6
5 06
5 0
X
X
660
660
660
6 6
0 660
660
6 6
0 6
6 0
6 6
0 6
50 6
7 0
670
6 7
0 670
680
680
6 8
0 690
690
690
6 9
0 700
700
2 :1
2 :1
2 :1
590
585
6 0
0 595
580
595
610
600
c 2020 Rick Engineering Company
08-FEB-2023 17:47
C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\SD CorpStds 2005.dscript C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\17932d_tm_06_UtilityPlan.dgn SHEET OF 15
J-17932D
TENTATIVE NORTH CITY WEST SUBDIVISION MAP TSM 19-0002
++
+
+
9+00
10+00
11+00
12+00
13+00
13+86
D9-A4
D
9 -
A
4 D
9 -A
4 C
W
SDD-116~21' B-2 INLET
D9-A4
C
W
D9-A5
D
9 -m
o
d
A
6 D
9 -m
o
d
A
5 x
6 D9-A4
SDD-116~13' B-1 INLET
C
W
CW
CW
CW
C
W
SDD-116~19' B-1 INLET
D
9 -
A
4 D
9 -A
4 D
9 -
A
4 D
9 -A
4 D
9 -A
4 D
9 -
A
4 D9-A4
D
9 -
A
4 D
9-A
4 D9-A4
S
D
D
-
116
~
5 ' B
IN
L
E
T
SDD-116~
5' B INLET
SDD-116
~
5' B
INLET
D9-A4
D9-A4
D9-A
4 D
9 -
A
4 D
9-A
4 SDD-116~9' B-2 INLET
SDD-116~9' B-2 INLET
SDD-116~19' B-1 INLET
SDD-116~13' B-1 INLET
D9-A5
D9-A4
D9-A4
SDD-116~19' B-1 INLET
SDD-116~13' B-1 INLET
C
W
C
W
C
W
CW
CW
CW
CW
CW
C
W
C
W
D9-A4
D9-A4
C
W
D
9 -
A
5 CW
D9-A5
CW
T
T
T
604.1 TB
6 0
5 6
1 0
615
615
577
580
CW
CW
D
9 -
A
4 D
9 -
A
4 605
590
D
9 -
A
4 584
581
555
2:1
560
578
565
570
575
575
575
576
577
582
578
579
579
580
580
580
580
585
581
581
582
582
583
583
583
584
585
585
585
585
585
586
587
588
589
589
590
590
5 9
0 591
591
592
592
593
594
595
5 9
5 596
597
585
590
610
24"24"
24"24"
PVT STORM DRAIN
TEMPORARY
DESCRIPTION
SUBDIVISION BOUNDARY
EXISTING RIGHT-OF-WAY
PROPOSED CURB
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM DRAIN CLEANOUT
PROPOSED STORM DRAIN CURB INLET
PROPOSED RIGHT-OF-WAY
PROPOSED 2:1 SLOPE
EXISTING STORM DRAIN
PROPOSED EASEMENT
EXISTING WATER MAIN
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED SEWER MANHOLE
PROPOSED STORM DRAIN
EXISTING SEWER MANHOLE
PROPOSED STORM DRAIN HEADWALL/RIP RAP
PROPOSED STORM DRAIN CATCH BASIN
EXISTING PROPERTY LINE
PROPOSED LOT LINE
PROPOSED CONCRETE DRAINAGE DITCH
PROPOSED STORM DRAIN CMP RISER
PROPOSED CONCRETE DRAINAGE CHANNEL
PROPOSED STORM DRAIN (CLEAN WATER BYPASS)
GP19-00005 AND GP19-00009
PROPOSED CONTOUR PER
100 YEAR FLOOD PLAIN
100 YEAR FLOODWAY
EXISTING UTILITY TO BE REMOVED
EXISTING RCB STORM DRAIN
(12" WATER UNLESS NOTED OTHERWISE) PZ855 (WEST OF TOVR)
PROPOSED WATER MAIN
ACCESS RELINQUISHMENT
PROPOSED SEWER (10" SEWER UNLESS NOTED OTHERWISE)
PROPOSED RIP RAP
TSM BOUNDARY
DISCOVERY STREET
24"
30"
18"
24"
24"
18"
18"
18"
18"
18"
18"
STREET
18"
18"
18"
30"
DISCOVERY STREET
18"
24"
30"
18"
24"
36"
18"
18"
18"
18"
18"
18"
18"
18"
30"
LEGEND
SYMBOL
2:1 MAX
6 PER DISCOVERY VILLAGE NORTH (TSM 16-001) AND
DISCOVERY VILLAGE SOUTH (TSM 16-003)
(SEE CITY OF SAN MARCOS DRAWINGS
GP19-00005/GP19-00009/IP19-00008/IP19-00010).
DISCOVERY STREET EXTENSION
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 17
18 19
20 21
2223
24 25
26 27
28 29
30 31
32 33
34 35
R
/
W
SD
S
D
C
W
S
D
C
W
S
D
C
W
S
D
55 56 57 58 59 60 61 62 63 64 65 66
1 1
5 R
/
W
SD
S
D
C
W
S
D
C
W
S
D
C
W
S
D
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55 56 57 58 59 60 61 62 63 64 65 66
1 17
19 20
21 2223
24 25
26 27
28 29
30 31
32 33
34 35
1 5
R
/
W
R/W
G
GG
S
R
/
W
R/W
G
GG
S
D
R
IV
E
O
H
L
O
HL
O
HL
OHL
O
H
L
OHLOHL OHL
O
HL
O
HL
O
HL
OHL
O
H
L
OHL OHL
O
HL
OHL
OHL
OHL OHL OHL OHL
OHL
OHL
O
HL
OHL OHL
OHL
O
H
L
O
H
L OHL
OHL
O
H
L
OHL
O
H
L
O
H
L
O
H
L
OHL OHL
OHL OHL OHL OHL
OHL
OHL
O
H
L
O
H
L
O
H
L
O
H
L
OHL
O
H
L
FL 560.9
C
W
S
D
C
W
S
D
C
W
S
D
EX. 48" RCP SD
(PZ855)
EX. 16" WATER
SAN MARCOS
CREEK
TSM 16-003
SOUTH
VILLAGE
DISCOVERY
TSM 16-001
NORTH
VILLAGE
DISCOVERY
LOT 11LOT 12
REMOVED
TO BE
EX. 12" WATER
SD CULVERT
EX. 6'x6' RCB
DBL RCB
EX 7'x6'
ESMT
DRAINAGE
EX PUBLIC
WATER
EX. 12" ACP
WATER
EX. 24" CML
EX RCB SD
VACATED
RIGHT-OF-WAY TO BE
EXIST PUBLIC
R/W
R/W
R/W
R/W
DRAIN
PRIVATE STORM
2%
2%
1.7%
2%
1.3%
1.8%
2%
2%
NOTE
CITY OF SAN MARCOS.
DEDICATED AS APPROVED BY THE
DRAINAGE EASEMENTS WILL BE
UNLESS OTHERWISE NOTED. 20' MIN.
4. ALL STORM DRAIN IS PUBLIC
UNLESS NOTED OTHERWISE
3. ALL STORM DRAIN IS 18"
UNLESS NOTED OTHERWISE
2. ALL WATER MAINS ARE 12"
UNLESS NOTED OTHERWISE
1. ALL SEWER MAINS ARE 10"
2%
24" PUBLIC STORM DRAIN
FL 551.7
FL 557.0
RIM 584.5
FL 567.2
RIM 583.4
5%
12 13
14 15 16
17 18
19 20
21 22
23 FL 575.8
FG 579.6
FL 572.7
RIM 583.3 FL 572.1
RIM 582.8
EX. 4" HP GAS
FG 570.0
WATER QUALITY BASIN
FL 602.5
RIM 612.2
CONCEPTUAL UTILITY PLAN
EX. 30" SD
FL 575.8
RIM 582.6
FL 577.7
RIM 583.8
8.3%
1%
2.3%
EX. 10" WTR
EX. 12" SWR
EX. 10" SWR
SWR
EX. 8" VCP
WTR
EX. 12" ACP
WTR
EX. 24" CML
EXIST 18" SD
EXIST 24" SD
EXIST ROW
EXIST ROW
EXIST 24" SD
EXIST 18" SD
EXIST 24" SD
FL 598.7
RIM 607.5
PROJECT DEVELOPMENT
UTILITIES REQUIRED FOR
NOTE: OFFSITE
DRAIN
48" PUBLIC STORM
100 50 0 100 200 300
GRAPHIC SCALE 1" = 100'
FL 569.9
RIM 583.0
FL 568.7
RIM 582.5
FL 570.4
60" SD
EXIST
FL 577.0
RIM 583.8
FL 578.0
TC 583.7
FL 577.1
TC 582.8
FL 573.7
RIM 587.0
FL 560.4
TC 572.8
FL 605.0
RIM 611.0
FL 619.3
RIM 625.8
FL 632.5
TG 640.5
FL 627.6
RIM 634.5
FL 638.3
RIM 646.3
FL 653.0
RIM 660.7
FL 658.3
RIM 666.0
FL 641.4
RIM 653.5
IE 564.1
RIM 583.7
IE 565.2
RIM 582.9
FL 580.4
RIM 590.8
IE 589.0
RIM 598.2
FL 599.9
RIM 607.9
FL 604.6
TC 612.4 FL 620.3
RIM 625.9
FL 615.6
RIM 632.3
IE 606.2
RIM 618.3
IE 598.3
RIM 609.2
FL 562.1
RIM 584.50
FL 582.0
TC 591.1
FL 582.5
TC 591.1
FL 595.7
RIM 602.6
IE 618.5
RIM 628.7
MAP NO. 16436
LOT 3
& DETENTION)
WATER QUALITY TREATMENT
(REGIONAL & PUBLIC ROAD
FOR PUBLIC DRAINAGE EASEMENT
IRREVOCABLE OFFER TO DEDICATE
DETENTION)
TREATMENT &
ROAD WATER QUALITY
(REGIONAL & PUBLIC
DRAINAGE EASEMENT
DEDICATE FOR PUBLIC
IRREVOCABLE OFFER TO
FL 577.1
TC 582.8
FL 613.7
RIM 623.0
FL 622.6
RIM 635.1
FL 624.7
RIM 636.7
IE 625.3
RIM 637.8
FL 630.5
RIM 638.9
FL 570.0
FL 573.6
RIM 581.9
FL 590.5
RIM 602.8
FL 586.6
RIM 594.0
FL 643.2
RIM 655.3
FL 594.7
GP19-00005
PER
TYPE "F" C.B.
EXISTING
CONNECT TO
APPROX. LIMIT OF 100 YEAR FLOOD PLAIN
PROPOSED RETAINING WALL
(H=APPROXIMATE EXPOSED HEIGHT)
CWCW
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
REC'D 1/05/21
DOC #2021-0005709
STREET DEDICATION PER
APN 221-100-33, 221-100-32
SAN MARCOS PARCELS
DEDICATION ON CTY OF
PROPOSED 26'` RIGHT-OF-WAY
FL 598.7
FL 598.9
TC 605.6
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
REC'D 12/08/20
DOC #2020-0786197
STREET DEDICATION PER
FL 672.7
RIM 679.9
FL 625.0
APN 221-100-56
OF SAN MARCOS PARCEL
DEDICATION ON CITY
43'` RIGHT-OF-WAY
PROPOSED FUTURE
PER GP19-0009
STORM DRAIN
H
.P
.
7 0
9 .0
FL 553.0
FL 612.0
TC 628.0
21' TYPE B-2 INLET
PARK
PUBLIC
PER THE FINAL MAP
CITY IN-FEE TITLE
TO BE GRANTED TO
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
FL 599.8
618.8 TO RIM 617.5
ADJUST RIM FROM
FL 607.0
612.8 TO 614.5
ADJUST RIM FROM
18" FL 603.0
RIM 607.5
FL 605.2
RIM 610.7
IE 567.1
RIM 586.5
IE 567.9
IE 567.8
IE 607.0
FL 601.3
RIM 615.0
FL 604.1
TC 612.4
IE 627.9
B
F
E
5 5
0 B
F
E
5 5
2 B
F
E
5 5
2 B
F
E
5 5
4 BFE 560
5 6
6 B
F
E
B
F
E
5 6
7 615.0
618.5
HP
FL 557.0
FL 557.2
RIM 568.1
DRIVE TO REMAIN
EX OH LINE
EASEMENT
PUBLIC VWD WATER
20' PROPOSED
UNIVERSITY DISTRICT SAN MARCOS
SUBDIVISION MAP TSM 19-0002
TENTATIVE NORTH CITY WEST
NOT A PART
NOT A PART
NOT A PART
NOT A PART
NOT A PART
NOT A PART
LOT "A"
HOA
FL 571.3
RIM 581.8
FL 635.0
RIM 641.0
TEMPORARY TURNAROUND
AC BERM AROUND
WATER QUALITY/DETENTION BASIN
PVT STORM DRAIN
TEMPORARY
FL 637.0
RIM 642.0
TYPE F CB
(IE 561.4)
(RIM 582.4)
(IE 560.3)
(RIM 584.1)
(IE 562.9)
(RIM 585.1)
EXISTING MH
CONNECT TO
IE 571.3
RIM 583.0
(IE 563.3)
(RIM 585.2)
IE 575.0
RIM 583.7
FL 578.0
TC 583.7
IE 573.2
RIM 584.0
IE 582.0
RIM 590.0
2%
2%
2%
8 .3
%
1.5 %
U.V.S.M.
NOT A PART
U.V.S.M.
NOT A PART
(TPM19-0001)
U.V.S.M.
NOT A PART
U.V.S.M.
NOT A
PART
SEE SHEET 3
FOR REMAINDER PARCELS
FL 596.8
RIM 611.8
GRADING
LIMITS OF
NOTES ON SHEET 1)
FEMA FLOODPLAIN
20-09-0649C AND
(SEE FEMA CASE NO.
APPROVED CLOMR-F
ENCROACHMENT PER
FLOODWAY
EX. 10" WTR
FL 597.2
RIM 610.0
EASEMENT
PUBLIC VWD WTR
20' PROPOSED
R/W
IE 622.7
RIM 636.7
611.0
PER GP-19-00005
D-25A CURB OUTLET
DISCHARGE INTO
5 %
FL 690.0
RIM 700.0
FL 557.8
TC 573.8
21' TYPE B-2 INLET
630
EXISTING 12" ACP WATER
LINE TO BE ABANDONED
(OFFSITE)
100 YEAR FLOOD PLAIN
APPROXIMATE LIMIT OF
100 YEAR FLOODWAY
APPROXIMATE LIMIT OF
CONVEYANCE
WATER TREATMENT
PUBLIC STREET STORM
BOUNDARY
SUBDIVISION
GRADING
LIMIT OF
R/W
EX. CALTRANS
BY SDG&E
REQUIREMENTS TO BE PROVIDED
PROTECT IN PLACE. RELOCATION
NOTE: EX. SR-78 OH ELECTRIC TO REMAIN:
R/W
CALTRANS
RCB SD
EX 6'x4'
100 YEAR FLOODWAY
APPROXIMATE LIMIT OF
TRAIL
TRAIL
BOUNDARY
SUBDIVISION
54"
54"
54"
EASEMENT
DRAINAGE
20' PUBLIC
CONVEYANCE
WATER TREATMENT
PUBLIC STREET STORM
EASEMENT
DRAINAGE
20' PUBLIC
10"
DISCOVERY
10"
NORTH
EX 21" VC
P
SW
R
S
T
R
E
E
T
R
O
A
D
V
A
LLE
Y
DISCOVERY STREET
C
A
R
M
E
L
O
A
K
S
T
W
IN
S T A T E R O U T E 7 8
10"
EX 21" VC
P
SW
R
10"
36"
R
U
S
H
EX 12" WATER TO BE REMOVED
STREET "B"
S
T
R
E
E
T
"C
"
RCB SD CULVERT
EXISTING (5) 10' X 8'
EX. PRIVATE STORM DRAIN
& CLEANOUTS PER GP19-00008
EX. PRIVATE STORM DRAIN
& CLEANOUTS PER GP19-00008
VC
P
SW
R
EX 18"
Asphalt Rd
B
ridge
B
L
L
L=250'
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MH
X
c 2020 Rick Engineering Company
08-FEB-2023 14:22
C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\SD CorpStds 2005.dscript C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\17932d_tm_07_CirculationPlan.dgn SHEET OF 15
UNIVERSITY DISTRICT SAN MARCOS
J-17932D
TENTATIVE NORTH CITY WEST SUBDIVISION MAP TSM 19-0002
++
+
+
9+00
10+00
11+00
12+00
13+00
13+86
30 29
28 27
26 25
24 23 22
21 20
19 18
17 31
1 2
'
1 2
'
1 0
'
1 0
'
1 1
'
1 1
'
1 1
'
8 '
1 1
'
1 1
'
1 1
'
8 '
1 2
'
1 2
'
1 0
'
1 2
'
1 2
'
8 '
1 2
'
1 2
'
8 '
1 2
'
1 2
'
4 '
12'
12'
8'
12'
12'
8'
10'
1 2
'
5'
5 '
1 2
'
1 2
'
1 2
'
1 0
'
8 '
8 '
12' 12' 12' 12'5'
5'
8 '
1 2
'
1 2
'
1 2
'
1 2
'
1 2
'
1 1
'
1 2
'
8 '
1 2
'
1 2
'
1 0
'
8 '
1 0
'
8 '
8 '
8 '
1 2
'
1 2
'
8 '
12'
12'10'
16'
16'
DISCOVERY
BARHAM
TW
IN
O
AKS VALLEY RO
AD
+
9+00
10+00
11+00
12+00
31 30
29 NO SCALE
AC/AB CITY REQ'S (TYP)
NO SCALE, BY OTHERS
AC/AB CITY REQ'S (TYP)
NO SCALE
C
15'
21'16'
2:1
12" WATER
7'2'
G-2 (TYP)
6" C&G PER
PROPOASED
(TYP)
STREET LIGHT
PROPOSED
ACCESS ROAD
26' SECONDARY
50' (HOA LOT A)
R/W
FOR DETAILS
GRADING PLANS
TYPE J DITCH SEE
EX R/W
DESCRIPTION
PROPOSED RIGHT-OF-WAY
SUBDIVISION BOUNDARY
PROPOSED LOT LINE
PROPOSED CURB / AC BERM
PROPOSED STRIPING
EXISTING RIGHT-OF-WAY
EXISTING LOT LINE
PROPOSED AC PAVEMENT
EXISTING CURB / AC BERM
EXISTING AC PVMT EDGE
PROPOSED BIKE LANE
PROPOSED TRAFFIC SIGNAL MODIFICATION
PROPOSED PEDESTRIAN RAMP
TSM BOUNDARY
STREET
SUBDIVISION BOUNDARY
DISCOVERY
NORTH
4 5
LOT 3LOT 2
LOT 1
LOT 6
LOT 7
LOT 5
LOT 4
TS
TS
12'
12'
8' PARKING LANE
8' BIKE LANE
INCLUDES 3' BUFFER
8' BIKE LANE
INCLUDES 3' BUFFER
34 35
36 37
38 39
40 41
42 43
44 46
45 47
48 49
50 51
52 53
54 56
55 57 58 59 60
17 18
19 20
21 2223
25 24
26 27
28 29
30 32
33 34
35 S T A T E R O U T E 7 8
SUBDIVISION BOUNDARY
T
W
IN
O
A
K
S
V
A
LLE
Y
R
O
A
D
TS
TS
12'
11'
11'
11'
10'
10'
11'
11'
11'
12'
(14')(12')12'(10')(10')
(12')(12')
(12')
(11')
(11')
(11')
10'
10'
(11')
(11')
(11')
(12')
(10')
(10')
24 27
39 (11')
(4')
(11')
EET
(11')
(16')
DRIVE
CAR
EX STRIPING
STR
MEL
(5')
(11')
BARHAM
61 62 63 64 65 66
21 22
23 25
26 28
29 30
31 32
33 34
35 36
37 38
40 41
R/W DEDICATION (BY OTHERS), SEE NOTE BELOW
DISCOVERY STREET EXTENSION
TYPICAL SECTION NOTES
LEGEND
SYMBOL
D
R
IV
E
C
IT
Y
NORTH
7 1.
REQUIREMENT OF FOUR FOOT MEDIAN NOSE
2. BIKE LANE MINIMUM WIDTH OF 4' (ALLOWABLE WITH 3' BUFFER - PER "NACTO") HAS BEEN INCREASED TO 5' FOR USE IN CITY OF SAN MARCOS
AND ACCOMMODATES VEHICLE PARKING ADJACENT TO BIKE LANE (WHERE OCCURS) PER "NACTO URBAN BIKEWAY DESIGN GUIDE."
4. 11' LANE WIDTH REQUIRED TO MAINTAIN EXISTING SOUTH CURB (RUSH DRIVE TO TWIN OAKS VALLEY ROAD - CITY APPROVAL REQUIRED).
5. TRAFFIC ENGINEER REVIEW REQUIRED TO DETERMINE LANE CONFIGURATION. '
'
'
3 5
'
3 5
'
104'
51'
53'
50'
50'
100'
10 0
'
5 0
'
5 0
'
V
A
R
IE
S
12 2
5 9
6 3
13 9
'
7 6
'
6 3
'
(108')(33')
(75')
(122')(61')
(61')
(150')
(75')
(75')
135'
(125')
(61')
(64')
GP19-00005/IP19-00008/IP19-00010)
(SEE CITY OF SAN MARCOS DRAWINGS
DISCOVERY VILLAGE SOUTH (TSM 16-003).
DISCOVERY VILLAGE NORTH (TSM 16-001) AND.
STRIPING, GRADING, AND IMPROVEMENTS PER
FOR SEGMENT 2 PER IP19-00008.
DISCOVERY STREET IMPROVEMENT PLANS
STRIPING BY OTHERS; REFER TO
DISCOVERY STREET
R
U
S
H
D
R
IV
E
EX R
/
W
EX R
/
W
EX R/W
EX R/W
EX R/W
EX R/W
CL
CL
CL
CL
CL
CL
CL
EX R/W
EX R/W
CL
CL
CL
CL
R/W
(96')
(63') (33')
SUBDIVISION BOUNDARY
3. ADDED WIDTH TO SPECIFIC PLAN SECTION TO ACCOMMODATE BIKE LANE WIDTH (INCLUDING BUFFER).
TYPICAL ROUNDABOUT LAYOUT
SCALE 1'= 50'
MEASURES
W/SAFETY
CROSSWALK
MEASURES
W/SAFETY
CROSSWALK
MEASURES
W/SAFETY
CROSSWALK
MEASURES
W/SAFETY
CROSSWALKCURB
3" ROLLED
(TYP)
STREET LIGHT
124'
21'
CONCEPTUAL CIRCULATION PLAN
R/W
NORTH CITY
DRIVE
S
T
R
E
E
T
'C
'
STREET 'B'
R=27'
41'
6 2
'
S
T
R
E
E
T
'C
'
12 '
12'
12'
12'
12'
12'
12'
12'
R/W
R/W
CL
R/W
1 2
12 13
14 15 16
17 18
19 20
21 22
23 STREET 'B'
PROJECT DEVELOPMENT
REQUIRED FOR
NOTE: OFFSITE STRIPING
21'
2 1'
21'
2 1'
100 50 0 100 200 300
GRAPHIC SCALE 1" = 100'
8 0
' 4
0 '
4 0
'
20'
20'
60'
R=50'
D
R
IV
E
E
N
D
E
A
V
O
R
16436
OF MAP
LOT 3
16436
OF MAP
LOT 2
FUTURE R/W
26' DRIVEWAY
PLANTER
AT-GRADE
CONTAINERS
TRASH/RECYCLEBENCH
BIKE RACK
8 '
TYPICAL PARKWAY DETAIL
4.5'
RIGHT-OF-WAY
15 '
HYDRANT
FIRE
2'
WALL
RETAINING
LIGHT
STREET
CURB
FACE OF
GRATE
5'X5' TREE
TS
16'
EX R/W
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333935
STREET DEDICATION PERREC'D 12/08/20
DOC #2020-0786197
STREET DEDICATION PER
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
REC'D 1/05/21
DOC #2021-0005709
STREET DEDICATION PER
APN 221-100-33, 221-100-32
SAN MARCOS PARCELS
DEDICATION ON CTY OF
PROPOSED 26'` RIGHT-OF-WAY
REC'D 4/30/21
DOC #2021-0333936
STREET DEDICATION PER
APN 221-100-56
OF SAN MARCOS PARCEL
DEDICATION ON CITY
43'` RIGHT-OF-WAY
PROPOSED FUTURE
MODIFICATION
TRAFFIC SIGNAL
26' DRIVEWAY
CONCRETE
H-20 VEHICULAR
TRUCK APRON
41'
8' PARKING LANE
RIGHT TURN ONLY
2 1'
10' MEDIAN
R/W
MEDIAN
LANDSCAPE
R/W
BEACONS
CROSSING W/ FLASHING
MID BLOCK PEDESTRIAN
DRIVE
CITY
3 R/W R/W
25'
15'
PARKING
8'
LANE
TRAVEL
12' 5'5'
PARKING
8'
LANE
TRAVEL
12' 15'
25'
40' 40'
80'
REQ'S (TYP.)
AC/AB CITY CLASS II BASE (TYP)
PCC SIDEWALK W/
NO SCALE
(PER DISCOVERY VILLAGE NORTH TSM 16-001)
(DESIGN SPEED 25 MPH)
MODIFIED 2-LANE COLLECTOR
STREET 'B'
TYPICAL SECTION A1C
2 38'
53'
R/W
CURB LINE
15'
12'
LANE
TRAVEL
12'
LANE
TRAVEL
32'
104'
6'
41'
51'
R/W
CURB LINE
10'
12'
LANE
TRAVEL
12'
LANE
TRAVEL
32'
9'
URBAN
TRAIL
15'
5'
LANE
BIKE
3' 3' 5'
LANE
BIKE
DESIGN SPEED 45 MPH
(LANE CONFIGURATION)
STREET TYPE K1 (WEST OF RUSH)
DISCOVERY STREET
(2) (2)
CLASS II BASE (TYP)
PCC SIDEWALK W/
5 (DESIGN SPEED 25 MPH)
MODIFIED 2-LANE COLLECTOR
STREET 'C'
TYPICAL SECTION A1
NO SCALE
1 35'35' 15'15'
50' 50'
100'
R/W R/W
7' 12'
LANE
TRAVEL
7' 8'
PARKING
12'
LANE
TRAVEL
5'
BIKE
8'
PARKING
CURB LINE
CURB LINE 28'28' 14'
LANE
3' 5'3'
BIKE
LANE
NO SCALE
(2) (2)
CLASS II BASE (TYP)
PCC SIDEWALK W/
DESIGN SPEED 25 MPH
(LANE CONFIGURATION)
MODIFIED 2-LANE COLLECTOR
STREET TYPE B-ALTERNATIVE DESIGN
NORTH CITY DRIVE
3 FIRE TRUCK.
DESIGNED FOR THE CITY OF SAN MARCOS
4. ROUNDABOUT DESIGN HAS BEEN
(SEC 6.8.2.1)
BICYCLIST TO TRAVERSE LIKE VEHICLES
3. ROUNDABOUT TO BE DESIGNED FOR
APPROVAL BY THE CITY ENGINEER.
2. LIGHTING AT ROUNDABOUT SUBJECT TO
BY THE CITY ENGINEER.
REPORT 672 AND SUBJECT TO APPROVAL
1. ROUNDABOUT DESIGN PER NCHRP/FHA
NOTES:
NOT APART
NOT APART
NOT A PARTU.V.S.M.
R=50'
TSM 16-001
VILLAGE NORTH
DISCOVERY
TSM 16-001
VILLAGE NORTH
DISCOVERY
FUTURE MEDIAN DIMENSIONAL OFFSET MAINTAINED EXISTING TWIN OAKS
VALLEY ROAD WEST SIDE CURB, WHILE ACHIEVING CITY OF SAN MARCOS
REMAINDER LOT 'J'
HOA LOT 'A'
TURN AROUND
INTERIM CUL-DE-SAC/
20' DRIVEWAY
WITHIN THE CALTRANS RIGHT-OF-WAY
CONNECTION TO EXISTING SIDEWALK
PERMIT FOR FUTURE SIDEWALK
REQUIRED CALTRANS ENCROACHMENT
Beverly Hills 107' Ladder Tiller Pierce Arrow XT
CITY - FIRE & RESCUE (CALIFORNIA)
(c) 2023 Transoft Solutions, Inc. All rights reserved.
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
PUBLIC STREET/UTILITY
PROPOSED IOD FOR
U.V.S.M.
NOT A PART
U.V.S.M.
NOT A PART
(TPM19-0001)
U.V.S.M.
NOT A
PART
SEE SHEET 3
FOR REMAINDER PARCELS
MODIFICATION
FUTURE TRAFFIC SIGNAL
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
FOR EMERGENCY ACCESS
PROPOSED REMOVABLE BOLLARDS
EMERGENCY ACCESS ROAD
26' SECONDARY
MOVEMENT
TRUCK TURNING
NO SCALE
4 ACCESS ROAD
NORTH CITY DRIVE
TYPICAL SECTION
FOR SEGMENT 1 AND 3 PER IP19-00010.
DISCOVERY STREET IMPROVEMENT PLANS
STRIPING BY OTHERS; REFER TO
BOUNDARY
PL/SUBDIVISION
AC BERM
TEMPORARY
AC/AB
PROPOSED
WATER ESMT
20' VWD
First Unit Width
Trailer Width
First Unit Track
Trailer Track
:
:
:
:
Steering Angle
Lock to Lock Time
:
:
Articulating Angle :
6.60 12.50 0.00 30.00
2.96 42.3312.19
8.00 8.00
8.00 8.00
6.0 45.0
70.0 Beverly Hills 107' Ladder Tiller Pierce Arrow XT
feet
C
R/W
PARKING
8'
LANE
TRAVEL
12'
PARKING
8'
LANE
TRAVEL
12'
30' 30'
10'
20' 20'
10'
REQ'S (TYP.)
AC/AB CITY CLASS II BASE (TYP)
PCC SIDEWALK W/
R/W
60'
CC
BY O
TH
ERS
(12')
(11')
(11')(10')
(10')
(11')
(11')
(11')16'
(15')
MATCH EX MEDIAN
MATCH EX MEDIAN
(5')
(6')
EX STRIPING
Dirt Rd
Parking
Asphalt
B
ridge
B
L
L
Dirt Rd
Tank
Tank
Dirt Rd
X
X
X
X
N
T
W
IN
OAKS
VALLE
Y R
OAD
N
T
W
IN
OAKS
VALLE
Y R
OAD
RONALD PACKARD PKWY
RONALD PACKARD PKWY
BOLOTIN LN
SUBIN LN
DISCOVERY ST
DISCOVERY ST
5 60
560
560
P
BX
X
X
X
X
X
X
X
X
X
PB
X
PB
X
X
P
BX
P
BX
X
P
BX
X
P
BX
X
X
X
X
X
X
X
X
PB
X
X
X
X
MH
X
X
P
BX
PB
X
P
BX
X
X
5 70
570 570
570
570
5 70
570
X
X
X
MH
X
MH
X
X
P
BX
MH
X
X
MH
X
X
X
X
MH
X
X
MH
X
X
XX
MH
X
X
X
P
BX
P
BX
X
X
X
MH
X
P
BX
P
BX
P
BX
PB
X
PB
X
X
P
BX
P
BX
X
X
X
X
X
X
P
BXP
BX
P
BX
X
X
X
PB
X
X
X
X
X
X
X
PB
X
PB
X
X
X
X
X
X
580
580
580
580
580
5 8
0 580
580
X
X
P
BX
X
X
P
BX
P
BX
X
X
X
P
BX
P
BX
P
BX
X
PB
X
X
PB
X
X
PB
X
X
PB
X
X
X
X
X
X
X
X
P
BX
PB
X
X
PB
X
X
X
X
X
X
X
X
X
X PB
X
X
X
PB
X
PB
X
X
X
X
PB
X
X
X
X
PB
X
X
X
PB
X
X
X
X
MH
X
X
X
X
X
MH
X
X
X
X
PB
X
P
BX
X
X
X
X
X
X
X
X
X
X
PB
X
X
X
X
X
X
X
X
X
X
PB
X
X
X
X
X
X
P
BX
PBX
X
X
P
BX
X
X
X
X
P
BX
P
BX
590
590
590
5 90
590
590
PB
X
P
BX
X
X
X
X
X
MH
X
X
X
X
P
B
X
P
B
X
P
B
X
X
X
X
X
X
X
X
X
X
X
X
X
X
P
B
X
P
B
X
P
B
XX
P
B
X
X
X
X
X
X
X
X
600
600
60 0
600
MH
X
X
X
X
X
X
X
X
PB
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MH
X
P
B
X
P
B
X
X
610
610
610
610
X
MH
X
MH
XPB
X
PB
X
P
B
X
P
B
X
PB
X
PB
X
PB
X
PB
X
X
P
B
X
X
X
P
B
X
X
X X
X
X
X
MH
X
X
X
620
62 0
62 0
620
X
X
X
X
X
X
630
630
63 0
630
630
X
X
X
X
640
640
640
640
640
X
MH
X
650
650
650
X
X
X
X
X
660
660
660
X
X
X
X
X
710
c 2020 Rick Engineering Company
08-FEB-2023 17:48
C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\SD CorpStds 2005.dscript C:\RICK\Projects\C_SD_H\17932D_North_City_CDs\Civil\TM1\Sheets\17932d_tm_08_StormWater_BMP_Plan.dgn SHEET OF 15
UNIVERSITY DISTRICT SAN MARCOS
J-17932D
TENTATIVE NORTH CITY WEST SUBDIVISION MAP TSM 19-0002
++
+
+
9+00
10+00
11+00
12+00
13+00
13+86
D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 D
9 -A
4 SDD-116~21' B-2 INLET
D9-A4
D9-A5
D
9 -m
o
d
A
6 D
9 -m
o
d
A
5 x
6 D
9 -
A
4 D
9 -A
4 D
9 -
A
4 D
9 -A
4 D
9 -A
4 D9-A4
D
9 -
A
4 D9-A4
D
9 -
A
4 D
9-A
4 D9-A4
SDD
-116
~5' B
INLE
T
SDD-116~
5' B INLET
SDD-116~
5' B INLET
D9-A4
D9-A4
D9-A
4 D
9 -
A
4 D
9-A
4 SDD-116~9' B-2 INLET
SDD-116~9' B-2 INLET
SDD-116~19' B-1 INLET
SDD-116~13' B-1 INLET
D9-A5
D9-A4
D9-A4
SDD-116~19' B-1 INLET
D9-A4
D9-A4
D9-A5
D9-A5
710
584
2:1
2 :1
D
9 -
A
4 D
9 -
A
4 D
9 -
A
4 560
570
570
570
2:1
580
580
5 8
0 580
5 8
0 2:1
2 :1
582
2 :1
2 :1
2 :1
586
588
590
5 9
0 592
594
596
2 :1
598
600
6 0
0 600
602
2 :1
3:1
604
604
606
2 :1
608
610
610
6 10
6 10
2 :1
2 :1
2:1
610
620
630
640
6 2
0 620
620
6 2
0 6
2 0
620
6 2
0 2:1
2 :1
630
6 3
0 6
3 0
6 30
630
630
6 3
0 6
3 0630
6 3
0 632
634
634
2 :1
636
636
638
638
640
640
2:1
6 4
0 640
6 4
0 2
:1
2:1
2 :1
2:1
2:1 MAX
2:1
2:1
2 :1
2 :1
2:1
6 40
2:1
3:1
2:1
2:1
6 4
0 2
:1
2 :1
2:1
2 :1
2 :1
2:1
642
642
644
646
646
648
648
650
650
6 5
0 6
5 0
650
6 5
0 6
5 06
5 0
660
6 6
0 660
660
6 6
0 6
6 0
6 6
0 6
50 6
7 0
670
6 7
0 670
680
680
6 8
0 690
690
690
6 9
0 700
700
2 :1
2 :1
2 :1
1'
2'
BIORETENTION SOIL
FENCE
SAFETY RAILING/
FABRIC
GEOGRID2'
1'
1'
2'
BERM
5'
FENCE
RAILING
SAFETY
BASIN
BIORETENTION
V
A
LLE
Y
UNDERLYING HYDROLOGIC SOIL GROUP B, C & D
APPROXIMATE DEPTH TO GROUNDWATER 4-14 FT
SOILS/GROUNDWATER
TREATMENT CONTROL BMPS
410
EXISTING GROUND CONTOURS
LEGEND
PROPOSED GROUND CONTOURS
410
DMA BOUNDARY
DMA DESIGNATION1
AREA (ACRES)2.40
AND 100 YR DETENTION)
(WATER QUALITY, HMP
WATER QUALITY BASIN
TREATMENT BMPS
PROPOSED IMPERVIOUS
PROJECT BOUNDARY
RUNOFF FLOW DIRECTION
SELF MITIGATING AREA
BF7
SELF-MITIGATING DMAS
AMENDMENTS MIXED IN PRIOR TO PLANTING.
IMPERVIOUS AREAS. PER THE PROJECT LANDSCAPE PLAN, THESE AREAS WILL BE TILLED TO 6" DEPTH AND SOIL PLANT SPECIES THAT REQUIRE LOW WATER USAGE ONCE ESTABLISHED, AND CONTAIN LESS THAN 5% INCIDENTAL BIOFILTRATION PLANTER; MOST ARE ON THE PROJECT PERIMETER. THESE AREAS ARE PLANTED WITH NON-INVASIVE
THE PROPOSED SELF-MITIGATING DMAS ARE LANDSCAPED AREAS THAT ARE UNABLE TO BE COLLECTED IN A
EXISTING IMPERVIOUS
HYDROLOGIC SOIL BOUNDARY
(FOR COLLECTION/CONVEYANCE ONLY)
COLLECTION BASIN
WQ
8 COLLECTION BASIN ONLY
BIOFILTRATION
PLANTER PER
PROPOSED
DEVELOPMENT
BY OTHERS, SEE
TSM 16-001
"B" TYPE SOIL
"C" TYPE SOIL
"B" TYPE SOIL"D" TYPE SOIL
(P
U
B
LIC
W
Q
B
A
S
IN
)
"C
" T
Y
P
E
S
O
IL
710
BF4
D
R
(PRIVATE
WQ BASIN)
610
6 2
0 BIOFILTRATION PLANTER
PER
"B
" T
Y
P
E
S
O
IL
BIOFILTRATION
PLANTER PER
700
6 3
0 580
WQ BASIN)
(PRIVATE
W
Q BASIN)
BF1
7 10
6 9
0 "D
" T
Y
P
E
S
O
IL
680
590
BIOFILTRATION PLANTER
PER
6 10
600
570
"C
" T
Y
P
E
S
O
IL
7 0
0 620
600
BF5
R
U
S
H
(PUBLIC/PRIVATE
WQ BASIN)
BF3
BF6
NORTH
BIOFILTRATION PLANTER
PER
DISCOVERY
TSM 16-003 O
A
K
S
T
W
IN
580
590
STREET
BARHAM
DRIVE
S T A T E R O U T E 7 8
R
O
A
D
3 11.5
6 9.6
8.4 5
3.1 SM1
6.0 SM3
2.4 SM2
9 A
9 A
9 A
9 A
9 A
A
9NO SCALE
3" DEAD STORAGE
CALTRANS SPECIFICATION 68-1.025
9" CLASS 2 PERMEABLE PER
3" ASTM NO. 8 STONE
3" ASTM 33 SAND (CHOKER COARSE)
18" BIOFILTRATION SOIL MEDIA
3" NON-FLOATING MULCH
18" MIN.ORIFICE
MID-FLOW
6" UNDERDRAIN
LOW-FLOW ORIFICE ARE SUBJECT TO CHANGE AFTER DESIGN
DEPTHS ARE APPROXIMATE AND*
BY BIOFILTRATION BASINS
SD CONVEYING WATER TO BE TREATED
PROPOSED
DEVELOPMENT
BY OTHERS,
SEE NOTE.
"C
" T
Y
P
E
S
O
IL
"D
" T
Y
P
E
S
O
IL
9 A
1.2 1
NOTE:
IMPROVEMENT PLAN IP19-00010/GP19-00005)
DISCOVERY VILLAGE SOUTH (TSM 16-003) (SEE
PER DISCOVERY VILLAGE NORTH (TSM 16-001) AND
NOTE:
CW BY BIOFILTRATION BASINS
SD CONVEYING WATER TREATED
4 17.5
STORM WATER BMP PLAN
RECOMMENDATION
SOILS ENGINEER'S
LINER PER
100 50 0 100 200 300
GRAPHIC SCALE 1" = 100'
BASIN ONLY
COLLECTION ID
DMA
(AC)
AREA TYPE
BF1
DRAINS TO BMP
BF3
DRAINS TO BMP
BF4
DRAINS TO BMP
BF5
DRAINS TO BMP
BF6
DRAINS TO BMP
SM1 SELF-MITIGATING
SM2 SELF-MITIGATING
SM3 SELF-MITIGATING
DMA-1
DMA-3
DMA-4
DMA-5
DMA-6
1.2 17.5
9.6 8.4
11.5 3.1
2.4 6.0
FOOTPRINT (SF)
BOTTOM
PROVIDED BMP
3,083
19,800
10,400
4,610
11,720
N/A
N/A
N/A
7,145
54,287
40,627
19,658
53,706
N/A
N/A
N/A
OVERFLOW (CF)
STORAGE AT
TYPICAL BIOFILTRATION BMP CROSS SECTION
PONDING
6" WQ IMPERMEABLE LINER
TYPICAL BIORETENTION BASIN
NOT TO SCALE
2:1 SIDE SLOPE AND ON TOP OF RETAINING WALL
SAFETY RAILING/FENCE ON TOP OF ALL
CALCULATIONS WILL BE PROVIDED AT FINAL ENGINEERING.
CALCULATIONS, AND THE DRAINAGE STUDY 100 YEAR PEAK MITIGATION CALCULATIONS. HYDROMODIFICATION PEAK FLOW MITIGATION. SEE THE STORM WATER QUALITY MANAGEMENT PLAN FOR DCV AND WATER QUALITY SIZING RUNOFF FROM EXISTING SURFACES. THE BMPs ARE ALSO SIZED TO PROVIDE HYDROMODIFICATION AND 100 YEAR CRITERIA. IN ACCORDANCE WITH R9-2013-0001 BMPs ARE SIZED TO TREAT ALL TRIBUTARY RUNOFF, INCLUDING
MANUAL SIZING CRITERIA AND WILL HAVE A TREATMENT AREA THAT SATISFIES APPROPRIATE POLLUTANT CONTROL IMPERVIOUS) WILL BE TREATED BY BIOFILTRATION BMPs. THE BMPs WILL BE SIZED UTILIZING THE BMP DESIGN STORM WATER RUNOFF GENERATED BY THE PROPOSED PUBLIC ROADS AND PROPOSED PADS (APPROXIMATELY 80% E.2 OF BMP DESIGN MANUAL
PLANTS PER APPENDIX
DROUGHT TOLERANT
2:1 MAX2:1 MAX
12" MIN. CONVEYANCE + FB
24" MIN. DETENTION
NOTE: THE BMPs ARE SIZED TO PROVIDE APPROPRIATE POLLUTANT CONTROL, WQ, HMP, AND DETENTION. (PUBLIC
FG
1:1
1:1
(AC)
IMPERVIOUS
%
81 (14.2)
85 (8.2)
15 (1.3)
80 (9.1)
0 (0)
0 (0)
90 (1.1)
0 (0)
CITY
DRIVE
TOP OF RETAINING WALL
OF ALL 2:1 SIDE SLOPE AND ON
SAFETY RAILING/FENCE ON TOP
NOTE:
NOT A PART OF
NORTH CITY WEST
PROJECT
NOT A PART
45°
90°
15°
45°
90°
90°
90°
90°
90°
15°
45°
90°
15°
90°
90°
90°
90°
90°
90°
45°
90°
15°
45°
90°
90°
90°
90°
90°
15°
45°
90°
15°
90°
90°
90°
90°
90°
90°
90°
90°
45°
90°
15°
45°
90°
90°
90°
90°
90°
15°
45°
90°
90°
90°
90°
90°
45°
45°
45°
45°
45°
45°
90°
90°
90°
90°
45°
90°
15°
45°
90°
90°
90°
90°
90°
15°
45°
90°
15°
45°
90°
90°
90°
68 90°
90°
15°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
15°
45°
90°
15°
90°
90°
90°
90°
90°
45°
90°
15°
45°
90°
90°
90°
90°
90°
15°
45°
90°
15°
90°
90°
90°
90°
90°
90°
90°
90°
45°
45°
45°
90°
90°
90°
45°
45°
45°
90°
45°
45°
45°
45°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
45°
45°
45°
45°
90°
90°
90°
90°
90°
90°
90°
90°
45°
90°
15°
45°
90°
90°
90°
90°
90°
15°
45°
90°
15°
45°
90°
90°
90°
68 90°
90°
15°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
45°
90°
90°
90°
45°
90°
15°
45°
90°
90°
90°
90°
90°
15°
45°
90°
15°
45°
90°
90°
90°
90°
90°
90°
90°
90°
90°
45°
90°
15°
45°
90°
90°
90°
90°
90°
15°
45°
90°
15°
90°
90°
90°
90°
90°
90°
90°
90°
90°
90°
45°
45°
90°
90°
90°
90°
90°
15°
90°
15°
90°
90°
90°
90°
90°
90°
45°
90°
15°
45°
90°
90°
90°
90°
90°
90°
90°