Attachment C - Draft Project Plans — San Marcos City Council, September 8, 2026

ATTACHMENT C

DRAFT PROJECT PLANS
DRAFT
SITE

UNDEVELOPED OFFICE BLDG

SAN MARCOS CIVIC CENTER

SAN MARCOS

SENIOR CENTER

SAN MARCOS

SCHOOL DISTRICT
22 19
10 7
8 16
11 135 STALLS

PROVIDED

MISSION ROAD

WOODWARD ST
30'-0" PROPOSED FOUR STORY BUILDING GROUND FLOOR: +/- 27,700 SF TOTAL AREA: +/- 106,300 SF 115 LIVING UNITS 17 6
TE

LAP POOL
SPA
PATIO
AREA
BBQ
AREA
11'-0"
26'-0" 26'-0" 26'-0"
26'-0"

RETAINING WALL

PROPERTY LINE

PROPERTY LINE
19'-0"

PROPERTY LINE
48" PEDESTRIAN

ACCESS PATH

PEDESTRIAN

ACCESS PATH
POOL EQUIP. FENCE & GATE

DROP-OFF
BOLLARDS 9'-0" TYP.
16'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0"
H=2'
H=8'
H=10.5'
H=10'
H=9'
H=10.5'
H=12'
H=11.5'
H=11.5'
H=5'
H=13.5'

SOUTHER RIPARIAN

FOREST PER HELIX
EXHIBIT 1/27/2021
16'-0"
16'-0"
2'-0"
2'-0"
18'-0"
2'-0"

OVERHANG OVERHANG
H=4'
H=4'
H=1'
H=1'

RETAINING WALL - EXPOSED

MASONRY WALLS TO BE SPLIT FACE

FINISH, NATURAL GRAY COLOR

RETAINING WALL - EXPOSED

MASONRY WALLS TO BE SPLIT FACE

FINISH, NATURAL GRAY COLOR

NO FENCING AT TOP OF WALL
9'-0" typ. 9'-0" typ.
9'-0"
typ.
18'-0"
4'-0"
24'-0"
139'-4"
H=6'
H=2'
H=4'-6"
LOADING 1
(12x30)
LOADING 2
(10x20)
LOADING 3
(10x20) 9'-0" Typ. 9'-0" Typ. 9'-0" Typ.
24'-0"

PROVIDE CABLE GUARD RAIL ALONG

RETAINING WALL, SEE LANDSCAPE

DRAWINGS
5 5
6 3
24'-0" 20'-0" 24'-0"
18'-0"
18'-0" 9'-0" TYP. 18'-0" 18'-0"
5' HIGH CMU

WALL EVCS EVCS EVCS EVCS EVCS EVCS EVCS

BICYCLE
PARKING (23)
10'-9"
12'-3"
16'-3"
36'-2"
15'-4"
EXISTING 100YR FLOODWAY PER FEMA
EXISTING 100YR

FLOODWAY PER FEMA
PRP F.H.

PRP F.H.
(BIOLOGICAL BUFFER)
10'-7"
16'-8"
17'-4"
10'-6"
202'-6" 300 FT. MAX. REQUIRED SPACING

PROPOSED TRELLIS
17'-3"
CL
CL

EXISTING

TRAFFIC
SIGNAL
±10,250 SF BIOLOGICAL BUFFER
±10,250 SF BIOLOGICAL BUFFER

OVERHANG
DATE:

MCG JOB #:

DATE REVISIONS

ADULT LIVING COMMUNITY

SAN MARCOS, CALIFORNIA
N

16.562.01
08-11-2025
0 SITE PLAN
Scale : 1" = 30'
15' 30' 60'

LOCATION PLAN

UNITS FLOOR
STUDIO
1 BEDROOM UNIT
2 BEDROM UNIT
TYPE
A
B
C
1ST
FLOOR
2ND
FLOOR
3RD
FLOOR
4TH
6 13
4 5
19 6
5 20
6 TOTAL 23 30 31 115
22 72
21 TOTAL
FIRE NOTES:

1. PRIOR TO PERMIT ISSUANCE A CONSTRUCTION STAGING/SITE PHASING PLAN SHALL BE PROVIDED.

2. PRIOR TO PERMIT ISSUANCE OF A PERMIT AN EMERGENCY RESPONSE MAP WILL BE PROVIDED IN A CAD AND GIS FORMAT USING NAD1983 STATE PLAN CALIFORNIA VI FIPS 0406 FEET COORDINATE SYSTEM AND SHALL SPECIFICALLY INCLUDE A SITE PLAN, BUILDING PLAN, ALL UTILITY SHUT-OFFS, FIRE SPRINKLER RISERS AND SHUT-OFF VALVES, THE FIRE DEPARTMENT CONNECTION FOR SPRINKLER AND CLASS-1 STANDPIPE, ALL STANDPIPE HOSE OUTLETS, ALL STAIRWELLS, RETAIL SPACES, LIVING UNITS -NUMBERS /LOCATIONS, FIRE ALARM PANELS, ELEVATORS, FIRE HYDRANTS AND ALL KNOX BOXES AND KEY SWITCH LOCATIONS. 3. PRIOR TO PERMIT ISSUANCE A NOTE WILL BE ADDED TO THE FIRE PLANS THAT SHALL STATES: 4. PRIOR TO DELIVERING ANY COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE; THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO SATISFACTION OF THE FIRE DEPT. (1) FIRE HYDRANT(S) SHALL BE INSTALLED, APPROVED AND USABLE. (2) FIRE LANE OR ACCESS ROADS SHALL BE IN PLACE AND PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES THAT SUPPORT WEIGHT OF FIRE APPARATUS (75,000 LBS). 5. EMERGENCY RESPONDER RADIO COVERAGE SHALL COMPLY WITH SECTION 510 OF THE CALIFORNIA FIRE CODE. 6. THE ENTIRE MID-RISE ORDINANCE APPLIES TO THIS PROJECT PER SMMC SECTION 17.64.210. 7. AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE MOST CURRENT EDITION OF THE CA FIRE CODE AND MOST CURRENT EDITION OF NFPA 13. 8. FIRE ALARM SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE MOST CURRENT EDITION OF THE CA FIRE CODE AND THE MOST CURRENT EDITION OF NFPA 72. ALARM SYSTEM SHALL INCLUDE VOICE-EVACUATION FUNCTION, PER CITY OF SAN MARCOS MID-RISE ORDINANCE - SMMC, SECTION 17.64.210.

9. THE GRADIENT FOR A FIRE APPARATUS ROADWAY SHALL NOT EXCEED 20%. GRADES EXCEEDING 12% (INCLINE OR DECLINE) SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL SURFACE OF PORTLAND CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION/LENGTH OF TRAVEL AND GRADE. THE ANGLE OF DEPARTURE AND APPROACH OF FIRE ACCESS ROADS SHALL NOT EXCEED SEVEN DEGREES (12 PERCENT).

10. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED IMPROVED WIDTH OF NOT LESS THAN 24 FEET; CURB LINE TO CURB LINE, AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. ACCESS ROADS SHALL BE ALL WEATHER SURFACE AND DESIGNED TO SUPPORT IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS. 11. AN APPROVED WALKWAY SHALL BE APPROVED BY THE FIRE DEPARTMENT AROUND ALL PORTIONS OF THE BUILDING. 12. INSTALL BRONZE INDUSTRIAL FIRE HYDRANTS. MINIMUM GPM SHALL BE PER CFC APPENDIX B. INDUSTRIAL FIRE HYDRANTS SHALL HAVE TWO 4 INCH PORTS AND ONE 2.5 INCH PORT. INSTALLATION SHALL BE AS PER LOCAL WATER DISTRICT SPECIFICATIONS. HYDRANT TYPE SHALL BE JONES OR CLOW. ALL FIRE HYDRANTS SHALL BE COLOR CODED PER NFPA 291. MAXIMUM DISTANCE FROM ONE HYDRANT TO ANOTHER CANNOT EXCEED 300 FEET. MAXIMUM DISTANCE FROM FIRE HYDRANT TO AN FDC SHALL NOT EXCEED 50 FEET. 13. PLANS FOR FIRE SERVICE UNDERGROUND PIPING SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FIRE DEPARTMENT FIELD INSPECTIONS. ALL UNDERGROUND PIPING SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13 AND NFPA 24. 14. ALL ELEVATORS BEING INSTALLED SHALL MEET THE FOLLOWING CONDITIONS OF CFC SECTION 607 AND CBC CHAPTER 30 WHICH COMPLY WITH THE FOLLOWING: (1) AT LEAST ONE (1) ELEVATOR THAT EXTENDS TO THE TOP FLOOR OF A STRUCTURE SHALL ACCOMMODATE THE LOADING AND TRANSPORT OF AN AMBULANCE GURNEY OR STRETCHER (MAXIMUM SIZE 24 INCHES BY 76 INCHES) IN THE HORIZONTAL POSITION. (2) THE ELEVATOR CAR SHALL BE OF SUCH A SIZE AND ARRANGEMENT TO ACCOMMODATE A 24-INCH BY 84- INCH AMBULANCE GURNEY OR STRETCHER IN THE HORIZONTAL, OPEN POSITION, SHALL BE PROVIDED WITH A MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALLS AND DOOR EXCLUDING RETURN PANELS NOT LESS THAN 80 INCHES BY 54 INCHES, AND A MINIMUM DISTANCE FROM WALL TO RETURN PANEL NOT LESS THAN 51 INCHES WITH A 42-INCH SIDE SLIDE DOOR. (3) A MINIMUM OF FOUR (4) KEYS SHALL BE PROVIDED FOR FIRE DEPT. USE. (4) A LIGHTED DIRECTORY MAP, MEETING CURRENT FIRE DEPARTMENT STANDARDS, SHALL BE INSTALLED AT EACH DRIVEWAY ENTRANCE.

15. ALL DRAPES, HANGINGS CURTAINS, DROPS, AND OTHER DECORATIVE MATERIAL SHALL BE TREATED AND MAINTAINED IN A FLAME-RETARDANT CONDITION AS APPROVED BY CA. STATE FIRE MARSHAL. TITLE 19, CHAPTER 1, ARTICLE 3.08

16. MULTIPLE KNOX BOXES MAY BE REQUIRED.

NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client, Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied by the Architect.

C MCG ARCHITECTURE 2025 ALL RIGHTS RESERVED
5 20
6 31
APN: 220-063-04
SITE AREA: ±3.96 AC. (±172,694 SF)

PROPOSED

BUILDING AREA
FIRST FLOOR: 27,700 SF
SECOND FLOOR: 26,200 SF
THIRD FLOOR: 26,200 SF
FOURTH FLOOR: 26,200 SF
TOTAL BUILDING AREA: 106,300 SF
TOTAL RESIDENTIAL UNITS: 115 UNITS
DENSITY: 29 UNITS/ACRE

COVERAGE
BUILDING: 16.04% 27,700 SF
PARKING: 29.93% 51,547 SF
HARDSCAPE: 7.90% 13,609 SF
LANDSCAPE: 25.40% 43,742 SF

UNDISTURBED
VEGETATION: 20.68% 35,609 SF
TOTAL 100.00% 172,207 sf

PROVIDED REQUIRED
LOT COVERAGE: 16.04% 55% MAX
MAXIMUM BUILDING HEIGHT: 50' 50'

SETBACKS
FRONT/ MISSION ROAD: 19' 15'
SIDE STREET/ WOODWARD ST: 11' MIN. 10'
REAR 139' 4" 25'

PARKING
STANDARD STALLS (9'X18'): 94 STALLS
(5 - LEVEL 3, EVCS)
COMPACT STALLS (9'x16'): 35 STALLS
ACCESSIBLE STALLS: 8 STALLS
(2 - LEVEL 3, EVCS)
TOTAL PARKING: 135 STALLS 114 STALLS
PARKING RATIO: 1.18 STALLS/UNIT 1.25 STALLS/UNIT
BICYCLE PARKING: 23 (1SP/5 UNITS) 23 (1 SP/5 UNITS)

RESIDENTIAL UNIT BREAKDOWN
A1
MFSDP19-0001
01/04/2022 CITY COMMENTS
MULTI-FAMILY RESIDENTIAL AND NON RESIDENTIAL: WILL THE
PROJECT INSTALL ELECTRIC VEHICLE CHARGING STATIONS (LEVELS 2

OR BETTER) IN AT LEAST FIVE PERCENT OF THE TOTAL PARKING SPACES PROVIDED ON-SITE?
ITEM: REQUIRED: PROVIDED:

CAP COMPLIANCE TABLE
TOTAL OF 7 EVCS STALLS WILL BE
INCLUDED IN THE PARKING AREA.

MULTI-FAMILY RESIDENTIAL AND NON RESIDENTIAL: WILL THE

PROJECT DEVELOP AND IMPLEMENT A TDM PLAN THAT INCLUDES, AT A MINIMUM, ALL OF THE TDM STRATEGIES LISTED BELOW?
· PROVIDE DISCOUNRED MONTHLY TRANSIT PASS OR PROVIDE AT LEAST 25 PERCENT TRANSIT FARE SUBSIDY TO
RESIDENTS/EMPLOYEES. · PROVIDE DESIGNATED CAR-SHARE, CARPOOL, VANPOOL, AND/OR PARK-AND-RIDE PARKING SPACES.2 · PROVIDE PEDESTRIAN CONNECTIONS BETWEEN ALL INTERNAL

USES AND TO ALL EXISTING OR PLANNED EXTERNAL STREETS
AROUND THE PROJECT SITE(S). · PROVIDE SECURE BICYLCE PARKING SPACES OR BYCYCLE RACKS, SHOWERS, AND CLOTHES LOCKERS. · ENCOURAGE TELECOMMUTING FOR EMPLOYEES (ALLOW ONE

TELECOMMUTE DAY PER WEEK OR COMPRESSED WORK WEEKS)

OR PROVIDE A TELECOMMUTE WORK CENTER WITH COMMON
OFFICE SPACE AND EQUIPMENT AVAILABLE TO RESIDENTS.
-ORWOULD THE PROJECT IMPLEMENT AND MONITOR FOR FOUR(4) YEARS

A TDM PROGRAM THAT DEMONSTRATES AN ALTERNATIVE
TRANSPORTATION (i.e. CARPOOL, PUBLIC TRANSIT, BICYCLE, WALK, TELECOMMUTE) MODE SHARE OF AT LEAST 29 PERCENT ^3 FOR ALL RESIDENTS?

THE PROJECT OWNERS WILL DEVELOP A

PROGRAM TO OFFER DISCOUNTED TRANSIT
PASSES. CARPOOL AND VANPOOL SPACES
WILL BE SECURED IN THE PARKING AREA.

PEDESTRIANS CONNECTIONS ARE PROVIDED
TO THE LOCAL SIDEWALKS. BIKE RACKS WILL
BE PROVIDED. UNITS HAVE SHOWERS.

WILL THE PROJECT INSTALL ONE OF, OR A

COMBINATION OF, THE FOLLOWING WATER

HEATER TYPES IN PLACE OF NATURAL GAS
WATER HEATERS?
· ELECTRIC HEAT PUMP WATER HEATER
· ELECTRIC TANK

ELECTRIC HEAT PUMP WATER HEATERS

AND/OR ELECTRIC TANKS WILL BE
INSTALLED.

PHOTOVOLTAIC

INSTALLATION
(MEASURE E-1)

WILL THE PROJECT INSTALL PHOTOVOLTAIC

SYSTEMS WITH A MINIMUM CAPACITY OF TWO

WATTS PER SQUARE FOOT OF GROSS FLOOR
AREA?

REFERENCE THE ROOF LAYOUT, SEE
SHEET A6.

WATER HEATERS
(MEASURE E-1)

ELECTRICAL

VEHICLE

CHARGING

STATIONS
(MEASURE T-2)

TRANSPORTATION
DEMAND

MANAGEMENT
(MEASURE T-9)
SR-78
N
N.T.S.
11/15/2022 CITY COMMENTS
05/18/2023 CITY COMMENTS
05/08/2024 CITY COMMENTS
NOTES:
* FIRE LANES: FIRE LANES SHALL BE POSTED AND/OR CURBS PAINTED IN ACCORDANCE WITH CA. VEHICLE CODE, SECTION 22500.L, 22658(A) AND SAN MARCOS FIRE DEPARTMENT STANDARDS. THE NUMBER, WORDING AND PLACEMENT OF ALL FIRE LANE SIGNS SHALL BE APPROVED BY THE FIRE DEPT. PRIOR TO INSTALLATION.

LEGEND:

PEDESTRIAN ACCESS PATH

RETAINING WALL

EXISTING FLOODWAY
DRAFT
22 19
10 7
8 16
11 17
6 SPA
BBQ
AREA
POOL EQUIP. FENCE & GATE
9'-0"
typ.
5 5
6 3
PRP F.H.

PRP F.H.
202'-6" 300 FT. MAX. REQUIRED SPACING
Pumper Fire Truck
Pumper Fire Truck
Pumper Fire Truck
Pumper Fire Truck Pumper Fire Truck
Pumper Fire Truck
Pumper Fire Truck
SITE

UNDEVELOPED OFFICE BLDG

SAN MARCOS CIVIC CENTER

SAN MARCOS

SENIOR CENTER

SAN MARCOS

SCHOOL DISTRICT
DATE:

MCG JOB #:

DATE REVISIONS

ADULT LIVING COMMUNITY

SAN MARCOS, CALIFORNIA
N

16.562.01

03.25.2025
0 TRUCK TURNING SITE PLAN
Scale : 1" = 30'
15' 30' 60'

LOCATION PLAN
NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client, Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied by the Architect.

C MCG ARCHITECTURE 2025 ALL RIGHTS RESERVED
A1-TT
MFSDP19-0001
11/15/2021 CITY COMMENTS
01/04/2022 CITY COMMENTS
SR-78
N
N.T.S.

PUMP FIRE TRUCK TURN RADII
11/15/2022 CITY COMMENTS
05/18/2023 CITY COMMENTS
NOTES:
* ALL NEW FIRE HYDRANTS INSIDE THE DEVELOPMENT SHALL BE PRIVATE HYDRANTS. * MAXIMUM SPACING FROM A FIRE HYDRANT TO ANY FIRE DEPARTMENT CONNECTION SHALL BE 50 FEET. * MAXIMUM SPACING BETWEEN FIRE HYDRANT SHALL BE 300 FEET FROM ONE ANOTHER. * FIRE LANES: FIRE LANES SHALL BE POSTED AND/OR CURBS PAINTED IN ACCORDANCE WITH CA. VEHICLE CODE, SECTION 22500.L, 22658(A) AND SAN MARCOS FIRE DEPARTMENT STANDARDS. THE NUMBER, WORDING AND PLACEMENT OF ALL FIRE LANE SIGNS SHALL BE APPROVED BY THE FIRE DEPT. PRIOR TO INSTALLATION.

LEGEND:

PEDESTRIAN ACCESS PATH

RETAINING WALL

EXISTING FLOODWAY
* FIRE FLOW: A fire flow report shall be submitted to the Fire Department for review and to comply with CFC Appendix B.

DRAFT

ELEVATOR
LOBBY

OPEN TO
LOBBY
BELOW

TRASH CHUTE FOR RESIDENTS

LIBRARY/TV
28' X 28'
MECH.

ROOM

LAP POOL

JACUZZI

GREAT ROOM
52' X 38'

PATIO AREA
BBQ

KITCHEN
STORAGE STO.

LOBBY

LEASING
FITNESS ROOM 28' X 48'

MANAGER'S
OFFICE
ST.

W
M
TR
TR
METERS
TRASH PICK-UP ROOM. STAFF WILL PICK UP HERE AND TAKE TO TRASH ENCLOSURE TRASH PICK-UP ROOM. STAFF WILL PICK

UP HERE AND TAKE TO TRASH

ENCLOSURE
6' SIDEWALK
6' SIDEWALK 16 BICYCLES
7 BICYCLES
DATE:

MCG JOB #:

DATE REVISIONS

ADULT LIVING COMMUNITY

SAN MARCOS, CALIFORNIA
N

16.562.01

03.25.2025
0 FLOOR PLAN - LEVELS 1 & 2
Scale : 1/16" = 1'-0"
8' 16' 32'
A
B

B B B B C B B E
B2
B
B
E
B1
B
B
A
A
C
B
B
C
B2
B
B
D
A A

B B B B C B B
D
A
A1

B B B B C
A
A2

SYMBOL TYPE AREA SF UNITS
STUDIO TYPE ±435 SF 4
STUDIO TYPE ±422 SF 1
STUDIO TYPE ±503 SF 1
1 BEDROOM UNIT ±640 SF 12
1 BEDROOM UNIT ±640 SF 1
2 BEDROOM UNIT ±990 SF 2
2 BEDROOM UNIT ±870 SF 2
23 UNITS
A
A1
A2

FIRST FLOOR PLAN

ROOM TABULATION

SYMBOL TYPE AREA SF UNITS
STUDIO TYPE ±435 SF 5
1 BEDROOM UNIT ±640 SF 17
1 BEDROOM UNIT ±716 SF 1
1 BEDROOM UNIT ±785 SF 1
2 BEDROOM UNIT ±990 SF 4
2 BEDROOM UNIT ±1,012 SF 2
30 UNITS
A
B
B1

SECOND FLOOR PLAN

ROOM TABULATION

B B B B C A A
NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client, Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied by the Architect.

C MCG ARCHITECTURE 2025 ALL RIGHTS RESERVED
A2
B2
C
E
B
B1
C
D
DRAFT

ELEVATOR
LOBBY

STORAGE

TRASH CHUTE FOR RESIDENTS
TRASH CHUTE FOR RESIDENTS SNOOZE & LIGHT 29'-0"

STORAGE BALCONY
STUDIO

KITCHEN

WASHER/ DRYER
18'-6"

STORAGE BALCONY
24'-0"
LIVING

BEDROOM

WASHER/
DRYER
KITCHEN 29'-0" SNOOZE & LIGHT SNOOZE & LIGHT SNOOZE & LIGHT 37'-0"

MASTER BEDROOM STORAGE BEDROOM

BALCONY
LIVING

KITCHEN
DINING

WASHER/
DRYER 29'-0"

SNOOZE &

LIGHT WASHER/ DRYER SNOOZE & LIGHT MASTER BEDROOM

BEDROOM
STORAGE 29'-0"
10'-11"
LIVING
DINING

KITCHEN
26'-0"
5'-9"
17'-11"
10'-10"
33'-11"

SNOOZE & LIGHT

BEDROOM SNOOZE & LIGHT MASTER BEDROOM STORAGE

KITCHEN

WASHER/ DRYER
LIVING
DINING
10'-11"
33'-11" 29'-0"
25'-9"
13'-8"
6'-4"
5'-9"
DATE:

MCG JOB #:

DATE REVISIONS

ADULT LIVING COMMUNITY

SAN MARCOS, CALIFORNIA
N

16.562.01

03.25.2025
1 BEDROOM UNIT
(± 640 SF)

STUDIO TYPE
(± 435 SF)
2 BEDROOM UNIT
(± 990 SF)
B

SYMBOL TYPE AREA SF UNITS
STUDIO TYPE ±435 SF 5
1 BEDROOM UNIT ±640 SF 18
1 BEDROOM UNIT ±716 SF 1
1 BEDROOM UNIT ±785 SF 1
2 BEDROOM UNIT ±990 SF 4
2 BEDROOM UNIT ±1,012 SF 2
31 UNITS
A
B
B1
3RD TO 4TH FLOOR PLAN

ROOM TABULATION

B B B C B B
E

B B B B C A A
E
B
B
B2
B
B
B1
A
C
A
B
B
C
A
B
B
0 ENLARGED UNIT PLANS
FLOOR PLAN - LEVELS 3 & 4
Scale : 1/16" = 1'-0", U.O.N.
8' 16' 32'
NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client, Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied by the Architect.

C MCG ARCHITECTURE 2025 ALL RIGHTS RESERVED
A B C

ENLARGED UNIT PLANS
SCALE: 1/8" = 1'-0"
A3
2 BEDROOM UNIT
(± 869 SF) D
2 BEDROOM UNIT
(± 1,012 SF) E

STUDIO TYPE
(± 422 SF) A1

STUDIO TYPE
(± 503 SF) A2
1 BEDROOM UNIT
(± 716 SF) B1
1 BEDROOM UNIT
(± 785 SF) B2
B2
C
E
DRAFT
DRAFT
DRAFT
DRAFT

03.25.2025
2025
DRAFT
DRAFT

03.25.2025
2025
DRAFT

03.25.2025
2025
DRAFT
Lorem Ipsum

MISSION ROAD

WOODWARD STREET

TWIN OAKS VALLEY ROAD
NOV 15, 2021 03.25.2025
AERIAL 2 LOOKING NORTHWEST A15
2025
DRAFT
SPA
BBQ
AREA
POOL EQUIP. FENCE & GATE
D2 @ 12'
D2 @ 12'
BLC @ 25'
BLC @ 25'
BLC @ 25'
C2 @ 25'
C2 @ 25'
BLC @ 25' BLC @ 25'
BLC @ 25'
C2 @ 25'

0.0 0.0

0.1 0.1

0.0 0.0

0.2 0.2

0.3 0.4

0.2 0.0

0.0 0.0

0.0 0.4

0.6 0.8

0.8 1.0

1.0 0.1

0.0 0.0

0.0 0.5

0.8 1.2

1.8 2.3

1.3 2.3

0.4 0.0

0.0 0.0

0.0 0.5

0.8 1.3

2.1 3.1

3.8 2.7

2.5 2.2

0.2 0.0

0.0 0.0

0.0 0.2

0.4 0.6

1.2 2.0

2.9 3.7

4.0 3.7

2.5 1.3

0.9 0.2

0.1 0.0

0.0 0.0

0.1 0.2

0.4 0.8

1.4 2.0

2.6 3.2

3.8 3.9

2.7 1.2

0.7 0.2

0.1 0.1

0.0 0.0

0.0 0.1

0.1 0.2

0.4 0.7

1.1 1.6

2.2 3.0

3.1 2.8

1.8 0.9

0.5 0.3

0.3 0.4

0.6 0.4

0.3 0.1

0.3 0.3

0.0 0.0

0.2 0.6

0.3 1.3

1.8 2.1

1.9 1.6

1.2 0.8

0.7 0.8

1.1 1.5

2.3 2.5

2.5 2.4

1.3 1.3

0.8 0.0

0.0 0.0

0.1 0.1

0.0 0.0

0.0 1.5

0.8 1.0

1.2 1.2

1.1 1.1

1.4 2.2

3.2 3.9

4.1 4.2

4.1 3.2

2.7 1.6

1.0 0.0

0.0 0.0

0.0 0.1

0.0 0.0

0.0 0.8

0.9 0.9

1.2 1.3

1.3 1.4

1.6 2.1

2.8 3.5

3.6 3.5

3.6 3.3

2.5 1.6

1.1 0.7

0.4 0.0

0.0 0.0

0.1 5.4

3.6 0.3

1.0 1.4

1.6 1.5

1.3 1.4

1.6 2.1

2.4 2.4

2.3 1.9

1.3 0.9

0.7 0.5

0.3 0.0

0.0 0.0

0.3 1.0

0.7 1.3

2.1 1.9

1.6 1.3

1.2 1.3

1.4 1.4

1.3 1.0

0.8 0.6

0.5 0.4

0.3 0.3

0.0 0.0

0.0 1.9

0.9 1.5

2.2 3.2

2.5 1.9

1.4 1.1

1.0 0.9

0.9 0.9

1.0 1.0

0.9 0.8

0.7 0.6

0.5 0.5

0.0 0.0

0.8 0.8

2.5 3.4

3.6 3.1

2.2 1.6

1.2 1.1

1.0 1.0

0.9 1.0

1.0 1.0

0.9 0.8

0.8 0.8

0.6 0.0

0.0 0.0

0.0 0.1

5.9 3.2

0.3 2.7

4.4 4.2

3.2 2.3

1.7 1.5

1.4 1.3

1.3 1.3

1.3 1.2

1.1 1.2

1.2 1.2

1.3 1.3

1.2 1.2

1.3 1.2

1.1 0.9

0.7 0.0

0.0 0.0

0.3 0.9

0.3 1.9

2.8 4.5

3.9 3.0

2.3 1.8

1.8 1.8

1.7 1.7

1.7 1.5

1.5 1.5

1.4 1.5

1.5 1.6

1.8 1.7

1.7 1.7

1.6 1.4

1.2 0.9

0.6 0.0

0.0 0.0

0.0 2.3

4.3 0.1

2.4 3.1

4.4 3.8

2.9 2.2

2.0 2.2

2.5 2.5

2.5 2.2

1.9 1.7

1.7 1.7

1.7 1.8

2.0 2.4

2.5 2.5

2.4 2.1

1.7 1.4

1.1 0.8

0.5 0.3

0.0 0.0

0.9 0.8

1.5 3.3

4.0 3.5

2.7 2.3

2.4 2.9

3.5 3.6

3.5 2.9

2.3 2.0

1.9 1.9

1.9 2.1

2.5 3.2

3.6 3.6

3.4 2.8

2.1 1.7

1.3 1.0

0.7 0.4

0.3 0.2

0.0 0.0

0.0 0.2

5.8 2.7

0.6 1.3

3.1 3.1

2.9 2.5

2.3 2.7

3.7 4.1

3.7 2.7

2.1 1.9

1.9 2.0

2.3 3.1

4.0 4.2

3.7 4.2

3.5 2.5

1.9 1.5

1.2 0.9

0.8 0.8

0.8 0.6

0.1 0.0

0.0 0.0

0.5 0.9

0.5 1.1

2.1 2.2

2.3 2.2

2.2 2.8

3.8 4.0

3.2 4.0

3.9 2.8

2.1 1.9

1.9 2.0

2.3 3.2

4.2 4.1

4.2 4.4

3.9 2.8

2.1 1.7

1.5 1.4

1.5 1.6

1.6 1.6

1.4 0.3

0.1 0.0

0.0 0.0

2.7 4.4

0.1 0.4

0.9 1.5

1.7 1.8

2.0 2.2

3.0 4.0

4.2 3.5

4.3 4.1

3.0 2.3

2.1 2.0

2.1 2.4

3.3 4.3

4.4 4.1

4.7 4.2

3.1 2.4

2.1 1.8

1.8 1.9

2.3 3.1

3.4 2.8

2.5 1.7

0.1 0.0

0.0 0.0

0.1 1.1

0.7 0.3

0.7 1.1

1.4 1.7

2.0 2.5

3.2 4.0

4.6 4.4

4.6 4.0

3.2 2.6

2.3 2.2

2.2 2.4

3.1 4.1

4.6 4.3

4.8 4.2

3.3 2.8

2.4 2.2

2.1 2.1

2.5 3.2

3.9 4.4

3.7 2.6

2.4 1.0

0.3 0.1

0.0 0.0

0.0 0.2

4.3 2.1

0.1 0.3

0.5 0.9

1.3 1.7

2.1 2.8

3.4 4.1

4.6 4.6

4.6 4.1

3.5 2.8

2.5 2.3

2.2 2.3

2.6 3.3

3.9 4.0

4.2 3.8

3.4 3.1

2.8 2.5

2.3 2.2

2.5 2.9

3.4 3.7

4.0 4.2

3.1 1.6

1.0 0.4

0.0 0.0

0.0 0.7

1.1 0.2

0.1 0.3

0.4 0.7

1.1 1.6

2.2 2.9

3.9 4.7

4.9 4.8

4.9 4.6

3.7 2.9

2.5 2.2

2.1 2.0

2.2 2.7

3.0 3.2

3.5 3.6

3.6 3.5

3.3 3.0

2.5 2.2

2.1 2.2

2.4 2.7

3.2 3.6

3.3 2.7

1.3 0.7

0.0 0.0

0.0 2.9

4.6 0.1

0.1 0.2

0.4 0.6

0.9 1.5

2.2 3.2

4.3 5.1

5.3 5.2

5.4 4.6

4.1 3.0

2.4 1.9

1.7 1.7

1.9 2.3

2.6 2.9

3.3 3.8

4.2 4.4

4.2 3.8

2.9 2.3

1.9 1.7

1.6 1.7

2.0 2.5

2.5 2.1

1.6 0.0

0.0 0.0

0.0 0.1

1.4 0.7

0.0 0.1

0.2 0.3

0.4 0.6

1.0 1.6

2.3 3.4

4.0 4.0

3.8 3.2

2.2 1.8

1.4 1.3

1.4 1.6

1.8 2.2

2.5 3.1

4.0 4.7

4.8 4.6

4.4 3.5

2.5 1.8

1.4 1.1

1.0 1.2

1.5 1.8

1.6 1.4

0.0 0.0

0.0 0.4

3.5 1.5

0.1 0.2

0.3 0.6

0.9 1.4

2.1 2.7

2.9 2.9

2.9 1.8

1.9 1.4

1.2 1.1

1.2 1.2

1.4 1.6

1.7 2.1

2.7 3.7

4.3 4.2

4.2 3.8

3.6 2.4

1.7 1.2

0.8 0.6

0.6 1.0

1.3 1.5

1.3 0.0

0.0 0.0

0.8 1.2

0.2 1.5

2.6 2.6

2.8 2.1

1.6 1.9

2.5 3.5

4.3 4.2

4.1 4.2

3.5 2.4

1.7 1.2

0.7 0.5

0.4 1.0

1.4 1.6

1.3 0.0

0.0 0.0

3.0 4.7

1.8 5.8

6.3 6.0

2.7 1.5

1.7 2.2

3.0 3.8

4.1 4.1

3.9 3.1

2.3 1.7

1.2 0.8

0.5 0.6

1.3 2.2

2.2 1.5

0.0 0.0

0.2 3.7

0.9 1.8

5.9 6.7

6.1 2.7

1.5 1.6

1.8 2.3

2.9 3.1

3.1 3.0

2.4 1.8

1.5 1.2

0.8 0.4

0.6 1.5

3.4 2.8

2.0 0.0

0.0 0.0

0.0 0.1

4.5 1.7

1.6 3.6

4.3 4.1

2.9 1.7

1.4 1.5

1.8 2.0

2.0 2.0

2.0 1.8

1.5 1.2

1.0 0.7

0.4 1.3

2.6 4.2

3.3 2.1

0.0 0.0

0.0 0.1

1.7 6.5

1.6 4.8

2.5 4.3

5.2 4.3

2.1 1.2

1.3 1.4

1.5 1.4

1.4 1.4

1.4 1.2

1.0 0.8

0.6 0.3

2.4 2.8

4.0 3.1

1.9 0.0

0.0 0.0

0.1 0.3

1.2 2.6

2.5 4.4

1.7 4.5

0.5 2.3

5.3 6.7

5.9 2.0

0.9 1.0

1.0 1.0

0.9 0.8

0.6 0.4

0.3 2.5

3.1 3.8

2.8 1.6

0.0 0.0

0.0 0.1

0.0 0.0

2.4 2.5

5.2 2.4

4.6 3.6

1.1 4.0

0.6 3.6

0.6 3.2

0.4 2.1

5.1 5.9

4.8 1.7

0.7 0.6

0.6 0.7

0.6 0.6

0.6 0.5

0.4 0.3

0.3 2.5

3.6 3.8

2.6 0.0

0.0 0.0

4.0 1.2

5.4 1.2

6.2 1.0

5.7 0.9

4.8 0.4

0.3 1.1

1.7 1.6

1.8 1.0

0.5 0.4

0.4 0.4

0.3 0.3

0.2 0.2

0.7 1.5

3.3 3.2

2.3 0.0

0.0 0.0

0.2 0.2

0.1 0.1

0.1 0.6

1.2 2.5

2.3 1.8

0.0 0.0

0.0 0.1

0.1 0.1

0.1 0.4

0.9 1.5

1.4 1.1

0.0 0.0

0.1 0.2

0.6 1.0

0.9 0.7

0.0 0.0

0.1 0.3

0.6 0.6

0.4 0.3

0.0 0.0

0.0 0.1

0.2 0.3

0.4 0.3

0.2 B @ 3.5' B @ 3.5'
B @ 3.5' B @ 3.5'
B @ 3.5' B @ 3.5'
B @ 3.5' B @ 3.5'
B @ 3.5' B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
B @ 3.5'
NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client, Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied by the Architect.

DATE:

MCG JOB #:

DATE REVISIONS

ADULT LIVING COMMUNITY

SAN MARCOS, CALIFORNIA
N

16.562.01

ENGINEERING
MFSDP19-0001
07/21/2023 CITY COMMENTS
0 SITE PHOTOMETRIC
Scale : 1" = 30'
15' 30' 60'

SCHEDULE
SYMBOL LABEL QTY. MANUFACTURER CATALOG NUMBER DESCRIPTION NUMBER

OF LAMPS
LUMENS

PER LAMP

LIGHT LOSS

FACTOR WATTAGE
BLC 6 LITHONIA LIGHTING DSX2 LED P1 30K BLC MVOLT DSX2 LED P1 30K BLC MVOLT 1 14424 0.92 140 C2 3 LITHONIA LIGHTING DSX2 LED P1 30K T5M MVOLT DSX2 LED P1 30K T5M MVOLT 1 18265 0.92 280 D2 2 ANTIQUE STREET LAMP EML17 GCF XT 49LED 350mA 30K SR4 EML17XT LED, 1 MODULE, 49 LED, 350mA, 3000K, TYPE 4 OPTIC. TEMP 47.8C. 1 3805 0.92 118
B 24

LITHONIA LIGHTING
(SUBSTITUTE ONLY)
KBA8 LED 16C 350 30K SYM MVOLT
(SUBSTITUTE ONLY)
KBA8 WITH 4 LIGHT BOARDS (16 LEDs), 350mA DRIVER,
3000K COLOR TEMP, AND SYMMETRIC OPTIC
1 1526 0.65 20

STATISTICS

DESCRIPTION SYMBOL AVE MAX MIN MAX/MIN AVE/MIN
SITE 1.3 fc 6.7 fc 0.0 fc N/A N/A
STAT ZONE #1 2.4 fc 5.4 fc 0.3 fc 18.0:1 8.0:1 03.25.2025 2025
DRAFT

03.25.2025
2025
DRAFT

MISSION ROAD
WOODWARD ST Fax: (619) 296-5564 7801 Mission Center Court, Suite 100 San Diego, CA 92108 (619) 296-5565 K S ENGINEERING, INC. & DATE: KSS JOB #: DATE REVISIONS ADULT LIVING COMMUNITY SAN MARCOS, CALIFORNIA N 15-043 AUGUST 13, 2019 0TITLE SHEET Scale : 1" = 30' 15' 30' 60' C1 NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client, Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied. PTR EASEMENTS PTR ITEM # DOCUMENT NO. DESCRIPTION PLOTTED (Y/N) 5 BK 1137 PG 158 DD ANCHOR / GUY WIRE N 7 78-350433 PUBLIC STREET Y 10 1991-0218600 O.R. PUBLIC STREET Y 11 1991-0271074 O.R. PUBLIC DRAINAGE TO BE VACATED Y 12 1993-0083444 PUBLIC STREET Y 13 1993-0083445 PUBLIC DRAINAGE Y DRAFT
DATE: KSS JOB #: DATE REVISIONS ADULT LIVING COMMUNITY SAN MARCOS, CALIFORNIA N 15-043 APRIL 08 2024 0CONCEPTUAL GRADING PLAN Scale : 1" = 30' 15' 30' 60' NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client, Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied. C C2 K S ENGINEERING, INC. & SECTION B2 - B2 SECTION A - A ADS STORMTECH MC-3500 UNDERGROUND CHAMBERS SYSTEM NOTES DRAFT
DATE: KSS JOB #: DATE REVISIONS ADULT LIVING COMMUNITY SAN MARCOS, CALIFORNIA N 15-043 AUGUST 01, 2019 0DETAILS AND SITE SECTIONS Scale : 1" = 30' 15' 30' 60' C3 NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client, Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied. K S ENGINEERING, INC. & DETAIL FOR ADA ACCESS SECTION D - D

DRAFT SECTION E - E
DATE: KSS JOB #: DATE REVISIONS ADULT LIVING COMMUNITY SAN MARCOS, CALIFORNIA N 15-043 JULIO 3, 2023 0DETAILS AND SECTIONS Scale : 1" = 30' 15' 30' 60' C4 NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client, Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied. K S ENGINEERING, INC. & GENERAL NOTES BMP TREATMENT (INF-3) PAVER-PERVIOUS PAVEMENT PRIVATE SECTION F - F SECTION C - C MISSION ROAD DRIVEWAY SECTION SITE DESIGN (SD-6B) PAVER-PERVIOUS PAVEMENT PRIVATE DRAFT
DRAFT
DRAFT
DRAFT

San Marcos City CouncilSeptember 8, 2026

San Marcos City Council
September 8, 2026