Cities Index.
Attachment 1 TSM 19-0002

San Marcos City Council
July 11, 2023

Document
Attachment 1 TSM 19-0002
Meeting
July 11, 2023
Body
San Marcos City Council
Original file
33.9 MB
Text extracted from the city's file for reading and search. Open the original on legistar2.granicus.com. That file is the official record.

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
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E 6,281,200
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E 6,281,600
E 6,281,800

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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
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