Attachment D_AppxA1-Project-Plans — San Marcos City Council, March 26, 2024

ATTACHMENT D

ENVIRONMENTAL IMPACT REPORT
APPENDIX A1

PROJECT PLANS
5256 S. Mission Road, Ste 404Bonsall, CA 92003760.724.1198 ARCHITECTURESCALE:MAY 30, 2023 SAN MARCOS, CACapalina SMA, LLC179 Calle Magdalena #201Encinitas, CA 92024Attn: Jon RillingCAPALINA APTS GPA22-0003

TITLE SHEET
SHEET INDEXA-TSTITLE SHEETA-SPCONCEPTUAL SITE PLANA-SP2SITE PLAN EXHIBITA-1UNIT PLANSA-2BUILDING A COMPOSITEA-2.1BUILDING A COMPOSITEA-3BUILDING A ELEVATIONSA-3.1BUILDING A ELEVATIONS - B&WA-4BUILDING A ELEVATIONSA-4.1BUILDING A ELEVATIONS - B&WA-5BUILDING A PERSPECTIVES A-6BUILDING B COMPOSITEA-7BUILDING B ELEVATIONSA-7.1BUILDING B ELEVATIONS - B&WA-8BUILDING B ELEVATIONSA-8.1BUILDING B ELEVATIONS - B&WA-9BUILDING B PERSPECTIVESA-10AMENITIESA-11REC AREA PERSPECTIVES A-TS

CAPALINA ROAD

W MISSION ROAD

5.0'

40.0'

10.0'30.0'
REC
AREA
7,500 SF

FITNESS

CO-WORKLEASE
TRASH
TRASH
MAIL
415.7'
257.5'
318.8'
EV2

LIGHTED DIRECTORY MAP
PER FIRE DEPT. STANDARDS

BUS STOP

35.4'

94.0'
R.O.W.

45.4'

48.6'

NCTD ROW

PROPOSED ROW

TYPICAL STREET TREE

IN FUTURE PARKWAY
A
B
C
EV2
EV3
EV3
EV3
EV3
EV3
EV3
EV3
EV3
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2EV2EV2EV2EV2
EV2EV2EV2EV2EV2
EV1EV1EV1EV1EV1EV1EV1EV1EV1EV1EV1EV1EV1
EV1
EV1
EV1

6.0'

24.0'

71.8'

66.9'

37.7'

24.0'

6.0'

5.0'

6.0'

75.2'

73.2'

6.0'

C O M M E R C I A L
UTIL.

UTIL

BATTERY

STORAGE

LOCATION

BATTERY

STORAGE

LOCATION

16.0'

2.0'
BUMBER

OVERHANG

TYPICAL PARKING DIMENSIONS (NTS)

18.0'

5.0'

WALKWAY

ACCESSIBLE STALL STANDARD STALL

9.0' 8.0'

18.0' 9.0'

41.5'

6.5'

BIKE LANE

3.5'

11.5' 11.5' 12.0'

TURN LANE

12.5' 12.0'

4.0'
MEDIAN

7.0'

SIDEWALK
R.O.W.

32.0'

45.5'

EXISTING

CONDITION

WEST BOUND

SIDE AND MEDIAN

45.0'

FUTURE BUILDOUT

EAST BOUND SIDE

2.0'
BUFFER

5.5'

BIKE LANE

7.0'

SIDEWALK

6.0'

PARKWAY

MISSION ROAD

94.0'
PROPOSED R.O.W

PROPOSED
R.O.W.

NCTD PROPOSED R.O.W.

MISSION ROAD

41.5'

6.5'

BIKE LANE

3.5'

11.5' 11.5' 12.0'

TURN LANE

12.5' 12.0'

4.0'
MEDIAN

7.0'

SIDEWALK
R.O.W.

32.0'

2.0'
BUFFER

5.5'

BIKE LANE

7.0'

SIDEWALK

6.0'

PARKWAY

MISSION ROAD

94.0'
PROPOSED R.O.W

PROPOSED
R.O.W.

NCTD MISSION ROAD

SECTION 'A'

35.0'

3.5'

16.0' 19.0' 12.5' 12.0'

8.0'
MEDIAN

7.0'

SIDEWALK
R.O.W.

32.0'

2.0'
BUFFER

5.5'

BIKE LANE

7.0'

SIDEWALK

8.5'

PARKWAY

MISSION ROAD

94.0'
PROPOSED R.O.W

PROPOSED
R.O.W.

NCTD MISSION ROAD

SECTION 'B'

23.0'

3.5'

12.0' 11.0' 11.5' 11.5'

8.0'
MEDIAN

7.0'

SIDEWALK
R.O.W.

30.0'

7.0'
BUFFER

7.0'
SIDEWALK 22.5'

PARKWAY

MISSION ROAD

94.0'
PROPOSED R.O.W

PROPOSED
R.O.W.

NCTD MISSION ROAD

SECTION 'C'

EXISTING
R.O.W.

8.5'

6.0'

22.5'
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

OCTOBER 17, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003

PROJECT SUMMARY
4-STORY STACKED FLATS
CONSTRUCTION TYPE V-A (1-HOUR)
OCCUPANCYR-2 / B
SPRINKLERSNFPA 13

ADDRESSCAPALINA ROAD
APN2191153300
EXISTING ZONINGMU-3
PROPOSED ZONING MU-2
COMMERCIAL4,000 SF*
TOTAL HOMES119 APTS
GROSS AREA2.51 AC
NET AREA2.41 AC
DENSITY47.4 DU/AC
PARKING 147 SPACES
FAR1.24

UNIT MIX
11 PLAN 1 STUDIO/1BA 600 SF
8 PLAN 2 1BD/1BA 680 SF
45 PLAN 3 1BD/1BA 710 SF
6 PLAN 4 2BD/1BA 925 SF
41 PLAN 5 2BD/2BA 1,080 SF
8 PLAN 6 3BD/2BA 1,130 SF
119 TOTAL UNITS
PARKING SUMMARY*

RESIDENTIAL
TOTAL REQUIRED142 SP

COMMERCIAL PARKING
TOTAL REQUIRED 5 SP
TOTAL PROVIDED147 SP
OPEN SPACE**
PRIVATE 7,632 SF
INDOOR COMMON 1,250 SF
OUTDOOR COMMON 25,700 SF
TOTAL34,582 SF
*PARKING PER STATE DENSITY BONUS LAW

AND INCENTIVE ALLOWANCE
**REFER TO SHEET A-SP2 FOR DETAILED INFORMATION
0 30 60 90

CONCEPTUAL SITE PLAN
NA-SP
LEGEND

ACCESSIBLE SPACE
EV1 EV CAPABLE SPACE
EV2 EV READY SPACE
EV3 EV CHARGERS

ACCESSIBLE PATH OF TRAVEL

RETAINING WALL
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SAN MARCOS, CA
Capalina SMA, LLC
I 79 Calle Magdalena #20 I
Encinitas, CA 92024
Attn: Jon Rilling
•

CAP ALI NA APTS
OCTOBER 17, 2023
0 30 60 90
SCALE: I I ..... I __ I

COMMERCIAL LEGEND

CO-WORK

LEASING
MAIL

I I RESTROOMS

I TRASH / CORRIDORS

FITNESS CENTER/ MTG ROOM

PARKING LEGEND

I I RESIDENTIAL

I I COMMERCIAL
•

EV CAPABLE
0 EV READY
0 EV CHARGERS
0 ACCESSIBLE SPACES

OPEN SPACE LEGEND

PRIVATE OPEN SPACE

COMMON INDOOR SPACE

1..I ---JI COMMON OUTDOOR SPACE
GPA22-0003

COMMERCIAL SUMMARY
CO-WORK 950 SF
LEASING 650 SF
MAIL 250 SF
RESTROOMS 400 SF
TRASH /CORRIDORS 500 SF
FITNESS / MEETING ROOM 1,250 SF
TOTAL 4,000 SF

PARKING SUMMARY

RESIDENTIAL PARKING

TOTAL REQUIRED

TOTAL PROVIDED

ACCESSIBLE PARKING
RESIDENTIAL 142 SPX 2% =
COMMERCIAL 5 SP =

ELECTRIC VEHICLE PARKING

EV CAPABLE
142SPX 10%=

EV READY
142SPX25%=

EV CHARGERS
142SPX5%=

COMMERCIAL PARKING

TOTAL REQUIRED

TOTAL PROVIDED

BICYCLE PARKING
4,000 SF/ 1,000 SF = 4.0 X .75
142 SP
142 SP
3 SP REQ. / 3 SP PROVIDED
I SP REQ. / I SP PROVIDED
15 SP REQ. / 15 SP PROVIDED
36 SP REQ. / 36 SP PROVIDED
8 SP REQ. / 8 SP PROVIDED
5 SP
5 SP
3 SP REQ. / 3 SP PROVIDED

OPEN SPACE SUMMARY

PRIVATE OPEN SPACE
PLAN I I I X 50 SF
PLAN 2 8 X 80 SF
PLAN 3 45 X 60 SF
PLAN 4 6 X 66 SF
PLAN 5 41 X 66 SF
PLAN 6 8 X 80 SF

SUBTOTAL

COMMON INDOOR SPACE

FITNESS/ MEETING ROOM

COMMON OUTDOOR SPACE

ROOF DECK

AT GRADE

SUBTOTAL
550 SF
640 SF
2,700 SF
396 SF
2,706 SF
640 SF
7,632 SF
1,250 SF
1,285 SF
24,415 SF
25,700 SF
TOTAL OPEN SPACE 34,582 SF (32% OF SITE AREA)

SITE PLAN EXHIBIT
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1 198 A-SP2
19'-0" x 19'-0"

GREAT ROOM
BA
W/D
8'-0" x 11'-0"

KITCHEN
8'-6" x 6'-0"
DECK
32'-0"
20'-0"
33'-6"
23'-3"
12'-0" x 13'-0"

GREAT ROOM
12'-6" x 9'-6"

KITCHEN BA
W/D
11'-0" x 11'-0"

BEDROOM
9'-6" x 8'-6"
DECK
11'-0" x 11'-0"

BEDROOM
11'-0" x 12'-0"

BEDROOM
17'-0" x 8'-0"

KITCHEN
13'-0" x 17'-0"

GREAT ROOM
11'-0" x 6'-0"
DECK
37'-0"
32'-0"
PLAN 1: 0BD/1BA
NET TOTAL 560 S.F.

GROSS TOTAL 600 S.F.

DECK 50 S.F.

PLAN 2: 1BD/1BA
NET TOTAL 630 S.F.

GROSS TOTAL 680 S.F.

DECK 80 S.F.

PLAN 4: 2BD/1BA
NET TOTAL 860 S.F.

GROSS TOTAL 925 S.F.

DECK 66 S.F.

PLAN 3: 1BD/1BA
NET TOTAL 670 S.F.

GROSS TOTAL 710 S.F.

DECK 60 S.F.12'-0" x 11'-0"

KITCHEN
13'-0" x 14'-0"

GREAT ROOM
10'-0" x 6'-0"
DECK
11'-0" x 11'-0"

BEDROOM
BA
W/D
32'-0"
25'-0"
PLAN 5: 2BD/2BA
NET TOTAL 1015 S.F.

GROSS TOTAL 1080 S.F.

DECK 66 S.F.
17'-0" x 8'-0"

KITCHEN
13'-0" x 17'-0"

GREAT ROOM
11'-0" x 6'-0"
DECK
11'-0" x 11'-0"

BEDROOM
11'-0" x 12'-0"

BEDROOM
BA BA
W/D
32'-0"
37'-0"
8'-0" x 12'-0"

KITCHEN
19'-0" x 12'-0"

GREAT ROOM
6'-4" x 12'-6"
DECK
BA
BA
W/D
10'-0" x 13'-0"

BEDROOM
10'-0" x 11'-0"

BEDROOM
12'-0" x 14'-0"

BEDROOM
36'-1"
34'-0"
PLAN 6: 3BD/2BA
NET TOTAL 1080 S.F.

GROSS TOTAL 1130 S.F.

DECK 80 S.F.
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 4 8 12

UNIT PLANS
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FITNESS
1250 SF

CO-WORK
950 SF
PL 1
PL 2
PL 3 PL 5
PL 3
PL 2
PL 3
PL 3
PL 1
PL 3
PL 3
PL 5
PL 6
PL 6
596.00 596.00
PL 3
591.00 593.50591.83 SLOPE
8%
SLOPE
8%
SLOPE
8%590.50
591.00
LIFT
POOL
EQUIP
TRASH
590.50
590.50

COVERED OUTDOOR

LOUNGETRASH
MAIL
590.508%
UTIL

BATTERY STORAGE

LOCATION
PL 1
PL 2
PL 3 PL 5
PL 3
PL 2
PL 3
PL 3
PL 1
PL 3
PL 3
PL 5
PL 4
PL 6
PL 6
PL 5
PL 5 PL 3
PL 1
TR
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 16 32 48

BUILDING A COMPOSITE

FIRST FLOOR SECOND AND THIRD FLOOR
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DECK PL 1
PL 2
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PL 3
PL 2
PL 3
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PL 1
PL 3
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PL 5
PL 4
PL 6
PL 6
PL 1
PL 5
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TR
500 SF
SOLAR
ZONE

SOLAR READY AREA
17,735 SF X 15% = 2,660 SF REQUIRED
2,700 SF PROVIDED
800 SF SOLAR ZONE
500 SF
SOLAR
ZONE
500 SF
SOLAR
ZONE

AC UNITS TO BE

SCREENED BY

PARAPET WALLS

AC UNITS TO BE

SCREENED BY

PARAPET WALLS
400 SF
SOLAR
ZONE

AC UNITS TO BE

SCREENED BY

PARAPET WALLS
3:12
3:12
1/2:12
3:12
3:12
3:12 3:12
1/2:12
3:12
3:12
3:12
3:12
3:12
3:12
3:123:12
1/2:12
1/2:12
ROOF
DECK
BELOW

TYPICAL SECTION

AC UNITS TO BE SCREENED BY

PARAPET WALLS
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 16 32 48

BUILDING A COMPOSITE

FOURTH FLOOR
A-2.1

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15'-0"
599
1 246 3 75

MATERIAL SCHEDULE
1 ROOF - COMPOSITE SHINGLE
2 ROOF - BUILT UP PARAPET
3 FASCIA - 2X RESAWN WOOD
4 WALL - STUCCO
5 WALL - METAL SIDING
6 TRIM - 2X STUCCO OVER
7 METAL RAILING
8 DECORATIVE AWNING
9 SIGNAGE
(FINAL SIGNAGE LANGUAGE

TO BE APPROVED BY CITY)
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 8 16 24

BUILDING A COMPOSITE
(CAPALINA ROAD) WEST
NORTH
A-3 I I I I
56'-6"
1 24 63 7
15'-0"
599
1 246 3 75

TO BE APPROVED BY CITY)
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 8 16 24

BUILDING A COMPOSITE
(CAPALINA ROAD) WEST
NORTH
A-3.1
11--111--11 11:n~r4r,1 I-IE]lt---41 ~~~. EB
,_ - BB ~ _,::::;::::::;11 1--11 lt---41
~
~-~1 ~B
I-ti lt--11
[I] BBB
BBB
BBB
BB ~ _....._::1;::::;1
1 1---il 11--11 1--11+-1
~ ~~ ~ ~ iJW<lJ!MJ. ~ ~~

I I I I
2 46 75 8
1 24 637
15'-0"
598

TO BE APPROVED BY CITY)
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 8 16 24

BUILDING A COMPOSITE
EAST
SOUTH
A-4
[]
[]
BB
·-8
---~ '--------'-----_ ______, D
r---.11
BB
~ ,---------,,
-
-B

I I I I
■ B
2 46 75
8 1 24 637
15'-0"
598

TO BE APPROVED BY CITY)
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 8 16 24

BUILDING A COMPOSITE
EAST
SOUTH
A-4.1
B ---------.t
.--------i======;:::::===:::i...________ill.__________l~R-l!__________!L__I E]ll--tll-ll ~~ 'E]lll--il ~~ [D -- • --
!~~~~~~~~~ ~ hi'=====m==,n
~

I I I I
□
□
□
E]
B B
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003

BUILDING A PERSPECTIVES

CAPALINA ROAD - NORTHWEST

CAPALINA ROAD - SOUTHWEST
A-5

SOUTHWEST
WEST
NOTE: FINAL SIGNAGE LANGUAGE TO BE APPROVED BY CITY
••• ■J■J■
... ----.
111 11 I.I. ~ I
I I '---------.

TR
PL 3PL 3PL 3
PL 3 PL 3
PL 5
PL 5
PL 5
PL 5 PL 5 PL 5 PL 5
UTIL

BATTERY STORAGE

LOCATION
PL 3PL 3
PL 3 PL 3
PL 5
PL 5
PL 5
PL 5 PL 5 PL 5 PL 5
PL 4

SOLAR READY AREA
14,170 SF X 15% = 2,125 SF REQUIRED
2,150 SF PROVIDED
450 SF SOLAR ZONE
300 SF SOLARZONE
500 SF SOLAR ZONE
450 SF SOLAR ZONE
450 SF SOLAR ZONE
3:12
3:12 1/2:12
1/2:12
3:12
3:12
3:12
3:12
3:12
3:12
3:12 3:12
1/2:12
1/2:12

AC UNITS TO BE

SCREENED BY

PARAPET WALLS

AC UNITS TO BE

SCREENED BY

PARAPET WALLS

TYPICAL SECTION

AC UNITS TO BE SCREENED BY

PARAPET WALLS
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003

BUILDING B COMPOSITE
0 16 32 48

FIRST FLOOR

SECOND TO FOURTH FLOOR
A-6

ROOF PLAN
,------7 1------7
:1ta==-=--ddl II \.b--=-== I ffl--~-=-=~1 I
I ..A. I \ A. \

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51'-6"
1 24 6 378
2 4 658

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 8 16 24

BUILDING B ELEVATIONS
WEST
NORTH
A-7 I I I I
51'-6"
1 24 6 378
2 4 658

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 8 16 24

BUILDING B ELEVATIONS
WEST
NORTH
A-7.1
D
B--1 D -
11---111~8
D
~ BB ~-~~ -IBI
-
EE rn ~--::::;::::;1 ._a= EE EE ~-~
~~
[I]

I I I I
1 24 6 37 5
24 65

MATERIAL SCHEDULE
1 ROOF - COMPOSITE SHINGLE
2 ROOF - BUILT UP PARAPET
3 FASCIA - 2X RESAWN WOOD
4 WALL - STUCCO
5 WALL - METAL SIDING
6 TRIM - 2X STUCCO OVER
7 METAL RAILING (SOUND ATTENUATION AT DECKS

FACING MISSION RD PER NOISE REPORT)
8 DECORATIVE AWNING
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 8 16 24

BUILDING B ELEVATIONS

EAST (MISSION ROAD)
SOUTH
A-8 I I I I
1 24 6 37 5
24 65

FACING MISSION RD PER NOISE REPORT)
8 DECORATIVE AWNING
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 8 16 24

BUILDING B ELEVATIONS

EAST (MISSION ROAD)
SOUTH
A-8.1
11--•18J 8
11---ltB 8
I I~~::;:::::::::-'-'ti~ [I]
I I BBB [I] ~~~1 BB
~ I [I]
I
D
D
D
D
D
D
D

I I I I
11----1188
CAPALlNA APARTMENTS
5256 S. Mission Road, Ste 404Bonsall, CA 92003760.724.1198 ARCHITECTURESCALE:MAY 30, 2023 SAN MARCOS, CACapalina SMA, LLC179 Calle Magdalena #201Encinitas, CA 92024Attn: Jon RillingCAPALINA APTS GPA22-0003

BUILDING B PERSPECTIVESMISSION ROAD - NORTHEAST

NORTHWEST
A-9

POOL EQUIPMENT
MEN'S

WOMEN'S

CO-WORK

OUTDOOR LOUNGE

FITNESS / MEETING ROOM

LEASING
OFFICE

STORAGE

CONFERENCE

LOCKERS

LOCKERS
TR
R
ORG

MAIL ROOM
SHOWER
WH

DRINKING

FOUNTAIN
SLOPE 8%
590.50 591.00
SLOPE 8%
591.83
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003
0 4 8 12

AMENITIES
A-10
c:::'..
t--,_
r
_J
1 I
l I ~ '
"I ~
'
U--
11 _) i----------= -· -----l----l7
I
-
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~h O I O I
~=~ _,

I I I I
l
t: JOO
t: JOO
t: JOO
CQ lllt===dlll~li=~ ==1111
=
= I; CQ lll~~~1111~==ill1 t:::::::==:~=========:_ r==r=== =d dllll llllrr --~dllllll ,I
I
-
----
---
,----
L
----
I
- .
r-7-
L
~nr=~ ======~11 ~'

I I I I
I I I ' + ~
11 I J JI
I
'-'--
5256 S. Mission Road, Ste 404
Bonsall, CA 92003
760.724.1198

ARCHITECTURE
SCALE:

MAY 30, 2023

SAN MARCOS, CA
Capalina SMA, LLC
179 Calle Magdalena #201
Encinitas, CA 92024
Attn: Jon Rilling

CAPALINA APTS
GPA22-0003

REC AREA PERSPECTIVES
A-11

REC AREA - NORTH

REC AREA - WEST
••• ••
II
II
• •• ■l■I■
RW

C O M M E R C I A L
EV2
EV3
EV3
EV3
EV3
EV3
EV3
EV3
EV3
EV2
EV2
EV2
EV2
EV2
EV1
EV1
EV1
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV2
EV1EV1EV1EV1EV1EV1EV1EV1EV1EV1EV1EV1EV1
EV2EV2EV2EV2EV2EV2
EV2EV2EV2EV2EV2

CAPALINA RD
W. MISSION RD

INLAND RAIL TRAIL
APN 219-115-35
APN 219-115-30
APN 219-115-33
LOT 1
BLDG 1
BLDG 2

REC AREA
Δ
Δ
RW
RW
PL PL

PL PL PL
RW
RW
RW
RW
RW
RW
K
K
L
L RW
J
J
2%
2%

CAPALINA APARTMENTS
APN 219-115-33

CAPALINA ROAD, SAN MARCOS CA
GPA22-0003
TITLE

AT SAN MARCOS

CAPALINA APARTMENTS
Feet
0 30 60
SCALE 1":30'

PRELIMINARY GRADING PLAN
\
<
, , ~ ' , · ~
~ l<,l ' ' ...
'·. '-:: ~ ~ •
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SHEET INDEX
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
illLE

EXISTING CONDITION

GRADING

SECTIONS AND PROFILES

UTILITIES

CIRCULATION

SWQMP BMP
~--~~ .. ----~ ----
•
4~. / / <0" .,
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10.00'
700'

VICINITY AIAP

NOT TO SCALE
600' 11.00· !000'
8' BIKE TRAVEZ CEN!FR
~, L,ANJ • LANE FRN LA!\;1,
I 40.0.' d
!700'
TRAVEZ
LANE

40.00'
1 . 800:I
1200'
J2.00'
!800'
7" A / 7 5' CL II B SF
SA WCU T LIN£

94. oo·

88.00'
J0.00'
£%/ST AC PAV£M£NT
2500'
PROPOS£0,L..-_,<'--+TCS:::;:,:
6' R//11
0£D!CAll0N
£%/ST. 6'.-/
S!D£WALK
£)(!ST CURB
& CUTTER

TO REMAIN
/111DTH l<:

VARIES ~
PR0POS£D
R/W
OED!CAll0N
£)(!ST 6'
S!0E/11ALK
700'
£%/ST CURB
& CUT!FR
SECllON K-K
W NISS/ON ROAD STREET SECllON

NOT TO SCALE

94.00'
2500'
60 00' VARIES
SECllON L-L
W AIISS/ON ROAD STREET SECllON

NOT RJ SCALE

EARTHWORK CALCULATION TABLE
!000'
350'
LECAL OESCRIPllON FOR APN 219-115-.J.J-OO
PARCEL 2 OF PARCEL MAP NO. 2003, IN THE CITY OF SAN MARCOS, COUNTY OF SAN

DIEGO, STATE OF CALIFORNIA, PER MAP FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 23, 1973 AS FILE NO. 73-296977 OF OFFICIAL RECORDS.

EXCEPTING THEREFROM ALL THAT PORTION CONNECTED TO THE CITY OF SAN MARCOS FOR STREET PURPOSES, RECORDED MARCH 19, 2004 AS FILE NO. 2004-0229021 OF OFFICIAL RECORDS.

SOURCE OF TOPOGRAPHY

THE TOPOGRAPHY SHOWN ON THIS SURVEY WAS CREATED FROM AN AERIAL DRONE SURVEY BY CAPTO DRONE SERVICES, FLIGHT DATE: JULY 6, 2022.

BASIS OF BEARINGS

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM 1983 (CCS83), ZONE 6, 2017.50 EPOCH, AND IS DETERMINED BY GPS MEASUREMENTS TAKEN ON JUNE 28, 2022 AT OTY OF SAN MARCOS SURVEY CONTROL POINT STATION NAMES "CP-018" AND "CP-022" DERIVED FROM GEODETIC VALUES PUBLISHED RECORD PER ROS 23731.

THE BEARING BETWEEN "CP-018" AND "CP-022": NORTH 82" 1 O' 38" WEST

QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM.

THE COMBINED FACTOR AT "CP-022": 0.99995935
GRID DISTANCE ~ GROUND DISTANCE x COMBINED GRID FACTOR.

ELEVATION AT "CP-022": 584.17 DATUM: NAVD88
ALL DIMENSIONS SHOWN HEREON ARE GROUND DISTANCES. UNLESS NOTED OTHERWISE.

BENCHMARK

THE BENCHMARK FOR THIS SURVEY IS THE CITY OF SAN MARCOS SURVEY CONTROL POINT STATION NAME: "CP-022", LOCATED IN THE CENTER MEDIAN OF RANCHO SANTA FE ROAD, APPROXIMATELY 150' SOUTHWESTERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND DESCANSO AVE, RECORD PER ROS 23731.

ELEVATION: 584.17 DATUM: NAVD88
EX/SllNG EASEMENTS
SEE SHEET 2 FOR DESCRIPTIONS & LOCATIONS.

PROPERTY ADDRESS

CAPALINA ROAD
SAN MARCOS, CA 92069
EXIST. PCC EX/SllNG ZONING
£%/flf7j)ff MIXED-USE-3 (MU-3)
& CUTTER
J50'

PROPOSED ZONING
MIXED-USE-2 (MU-2)
LOTS
TOTAL LOT(S) EXISTING: 1
TOTAL LOT(S) PROPOSED: 1
UllUllES
FIRE
SCHOOL
SEWER
WATER

TELEPHONE
GAS

ELECTRIC

SAN MARCOS FIRE PROTECTION DISTRICT

SAN MARCOS UNIFIED SCHOOL DISTRICT

VALLECITOS WATER DISTRICT

COX COMMUNICATIONS

SAN DIEGO GAS & ELECTRIC

SAN DIEGO GAS & ELECTRIC
PROPOSED ONSITE UllLlllES
WATER

FIRE SYSTEM
SEWER

STORM DRAIN

PROPOSED PUBLIC VWD LINE

PRIVATE

ORY UTILITY NOTE

LINE ID ITEM DESCRIPTION AREA (SF) SECTION/LENGTH (FT) VOL (CY) ROUNDED

AS THIS PROJECT IS IN THE ENTITLEMENT STAGE, THERE IS CURRENTLY NO PLANS & DESIGN FOR THE DRY UTILITIES. THE EXISTING DRY

UTILITIES ALONG THE RIGHT OF WAY SHALL BE RELOCATED OR ADJUSTED AS NEEDED TO AVOID CONFLICT WITH ADA ACCESSIBILITY. DESIGN &

LOCATIONS SHALL BE SHOWN ON THE CONSTRUCTION DOCUMENTS, THE RELOCATION MAY INCLUDE THE GRANTING OF ON-SITE EASEMENTS. 1 RAW CUT
2 MAIN DRIVEWAY & PARKING 61,540.00
3 PUBLIC ST 4,955.00
4 BLDG FLOOR SECTION 34,575.00
5 WQBASINS 2,550.00
6 DETENTION PIPES (4' DIA PIPE, 550 LF) 12.57
7 TOTAL CUT
8 522.18

0.75 1,709.44

0.83 152.93

0.75 960.42

5.00 472.22
370,00 172.21
3,989.40
530.00
1,710.00
160.00
970.00
480.00
180,00
4,030.00
DESIGN EXCEPllON NOTE

AS SHOWN HEREON, THIS PROJECT INCLUDES DESIGN EXCEPTION FOR DRIVEWAY DISTANCE/LOCATION.

DEVELOPER/ APPLICANT

CAPALINA SMA, LLC
179 CALLE MAGDALENA #201
ENCINITAS, CA 92024
ATTN: JON RILLING
OWNER's CERllRCATE

WE HEREBY CERTIFY THAT WE ARE THE RECORD OWNERS OF THE

PROPERTY SHOWN ON THE ATTACHED PRELIMINARY GRADING PLAN AND THAT SAID MAP SHOWS OUR ENTIRE CONTIGUOUS OWNERSHIP.

WE UNDERSTAND THAT PROPERTY IS CONSIDERED CONTIGUOUS

EVEN IF IT IS SEPARATED BY ROADS, STREETS UTILITY EASEMENTS OR RAILROAD RIGHT OF WAY.

APPLICANT /AGENT FOR OWNERS OATE
SABA FAMILY TRUST, DATED JULY 24, 2018
ATTENTION: SARA FORTUNA, TRUSTEE
ATTENTION: SHANNA WADE, TRUSTEE
SEE ACREEAIENT lJOC. Na~========
OATEO.·
OWNER
SABA FAMILY TRUST, DATED JULY 24, 2018
ATTENTION: SARA FORTUNA, TRUSTEE
ATTENTION: SHANNA WADE, TRUSTEE

AIAP PREPARED BY

EXCEL ENGINEERING
440 STATE PLACE
ESCONDIDO, CA 92029
(760)745-8118
PREPARAllON OAT£
OCTOBER 2022

LANO AREA

2.51 ACRES
APN
APN 219-115-33
flOOO ZONE OESIGNAllON
DATE: 10-19-2023

FLOOD ZONE INFORMATION PER THE FEDERAL EMERGENCY
MANAGEMENT AGENCY WEBSITE .

THIS SITE IS PART OF FEMA FLOOD PANEL NO. 06073C0789H AND WAS REVISED: MAY 16, 2012

THE PROPERTY IS LOCATED WITHIN ZONE X - AREA DETERMINED TO BE OF MINIMAL FLOOD HAZARD.

SHEET 1 OF 7 SHEETS
9 RAW FILL 12,266.55 12,270.00
10 SHRINKAGE 0% (APPLIED TO RAW CUT) 522.18 0.00 0.00 0.00 EXCEL PRELIMINARY GRADING PLAN 11 TOTAL FILL 12,266.55
12 IMPORT -8,277.15
13 FOR PERMITTING PURPOSES, IMPORTAT(CY) 8,240.00
12,270.00 DATE REMARKS
-8,240.00 06/2023 Pl.ANN/NC Sl/81,1/TTAL ENGINEERING
WI) l'tJJlllt!•f/llEIJ/ll;-m.1/lflliG
1<11 Sllll!' IIAa; llllNIIIII CA Im
" Rf(IS/1e-Bffl/J/l111)115-81.H
...... --------------------------------------------~iiiiiiiiiiiiiii~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~.,;;;;;;;;;,;,;;,;;:;;;:;.......1. ___________ ..J

CAPALINA RD
W. MISSION RD
APN 219-115-35
APN 219-115-30
APN 219-115-33

PROJECT SITE
Δ
Δ
RW RW
RW
RW
RW
RWRWRW
PL PL

PL PL PL
RW
RW
RW

CAPALINA APARTMENTS
APN 219-115-33

CAPALINA ROAD, SAN MARCOS CA
GPA22-0003

EXISTING CONDITION
SCALE 1":20'
Feet
0 20 40
" ..,,
'5-::;;
' "
./
-----
' ' ' ::;;
' ' /
'
/
-
I
\
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' ' 'I \
'
I
'
\
\ l \
. ..... \
::;;
' I
I I
I I
I
I
I
I
\
Bt/S

W/BENCH
\
\
I \
I
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I
/I
\
\
\
\
I
t
t /
. ;
I
.• ; 1
1;
· /
I I
EXCEL
I
1 1
EX/SllNC EASEMENTS
!E-01! AN EASEIIENT CRANlElJ ffJ SAN DIEGO COt/NTY WAffR AtllHORITY FIA'( PIPE LINES; INGJl'E.5S & EGRESS tk
RICH1S INC/IJEN1AL lHEREffJ RECOROEI) At/Gt/ST 11, 1958, IN BOOK 7.206; PACE 315 OF OfllC/AL REC&OS
!E-02! AN EASEJIENT CRANlElJ ffJ 1llE CITY OF SAN JIARCOS FIA'( EAIBANKl,IENT Si.OPES tk RICH1S INC/OENTAL
lHERElO RECOROElJ JIARCH 1!1, 2(/(#, AS ooct//,IENT Na
2()(}1-0229021 OF OfllC/AL REC&OS
!E-03! AN EASEJIENT CRANlElJ ffJ S/JGtkE FOR RIGHT OF WAY, INGRESS & ECRESS RECORIJEIJ JIii. Y 21.l 1973, AS
OOCIJAIENT 73-201661 OF OfllC/AL REC&OS PCY?lla'I
OF EASEJIENT 10 BE (Jtl!Tr:lA/1,(£[).

LEGEND

PROJECT BOUNDARY

PROPERTY LINE

RIGHT OF WAY
EXIST. MAJOR CONTOUR

EXIST MINOR CONTOUR
EXIST. GEOGRID TYPE RETAINING
EXIST. CMU TYPE RETAINING
EXIST. SOIL NAIL TYPE RETAINING
EXIST. WATER MAIN
EXIST. SEWER MAIN
EXIST. FLOW LINE
EXIST. PCC BROW DITCH
EXIST. FIRE LINE
EXIST. FIRE HYDRANT
EXIST. STREET /PARKING LIGHT
EXIST. STORM DRAIN

INLETS/CLEANOUTS
EXIST. WATER SERVICE LATERAL
EXIST. SEWER SERVICE LATERAL
EXIST. FIRE SERVICE LATERAL
EXIST. PCC CURB
EXIST. PCC CURB & GUTTER
SHEET 2
---PL- --
---RW- --
-----100----
w
s
--c::::::> c::::::> c::::::>
F
DI m fFil:::::::,
OF 7 SHEETS

PRELIMINARY GRADING PLAN

CAPALINA RD
W. MISSION RD
BLDG 1
BLDG 2
POOL

WQ BASIN
Δ
RW
RW RW
RWRWRW
PL PL

PL PL PL
RW
RW
RW
RW
APN 219-115-35
APN 219-115-30
RW
RW
SPA
2:1 MAX

WQ BASIN

CAPALINA APARTMENTS
APN 219-115-33

CAPALINA ROAD, SAN MARCOS CA
GPA22-0003

GRADING
SCALE 1":20'
Feet
0 20 40
Feet
0 5 10
SCALE 1":5
I
I
q]I.:

I ,
I 1 ·,
cl 1· •
( 1
Iii
ii
i / I 589.80 FS
~ I~ ~;~ ~ ~ ~l/T-09!
1--,1---'--S--t,.......---{< >l--+--lt'----S--......L..-;;,L S-+----S ll S 'Iii: 'I 7,
"\ I ii
\ EXIST. l/lll.lTY VAl/LT m-/ ' ,--
\
\
\
BE RELOCA lllJ. / 'i,
'- I I 'fl I /
EXIST. VAl/L T TO-,~-T
BE Ao.Jl/SlEO TO '
CRAOE.

I I I I
EXIST. l/llLITY RISER m
BE REl.OCA lllJ.

I ~ill I
' £}(!ST. l/lll.lTY
RISER TO REAfAIN. /
'- (~ 99FS)1
"T;:
s----
590.2.J FF
585.28 BIY
590.21 FF
584.65 9/Y
EX/SllNG EASEVENlS
!£-Of! AN EASEMENT CRANlEO m SAN 0/E(;() COl/NTY /YATER Al/lHORITY FOR PIPE LINES, INCRESS .t £CRESS ,t
Rl(;HlS INCIOENTAL lHEREll) RECOROEO A{l(i{IST fl, 1958, IN BOOK 1206; PAGE .Jf5 IT CYTlCIAL RECWOS:

I
I
I
I I
I
I
I 7--F//1l/RE - .-,-, ~. -NEIY_BENCH ___ m--,
I, R~ • [;cm s:ANO~~
1 R/IY .n .. .. ..
[~~ --. . •• 8'.. • • 7
EXISllNG
R/IY
<:J

IT SIIJEIYALK
L..! __________ ~

CONSTRUCTION NOTES
UTILllY IMPROVEMENTS
!llT-Of! FIRELINE MAIN
!llT-02! UDCV
!l/T-0.J! HRE HYDRANT
!l/T-OI! BLDG FIRE SERVICE LATERAL
!l/T-05! PIV /FDC
!l/T-l:IS'! UOMESTIC WATER SERVICE LATERAL
!l/T-01! IRRIGATION WATER SERVICE LATERAL
!l/T-08! SEWER SERVICE LATERAL (PUBLIC)
!l/T-09! SEWER MAINLINE (PRIVATE)
!llT-fO! BLDG SEWER SERVICE LATERAL
!l/T-lf! a• PUBLIC WATER MAIN
STORM DRAIN / WATER QUALllY IMPROVEMENTS
!.SV--Of! STORM DRAIN INLET
!.SV--02! STORM DRAIN PIPE
!.SV--aJ! 48"!1 OF SD DETENTION PIPE (SEE DETAIL
ON SHEET 7 & PROFILE ON SHEET 4 ).
~!.SV--~OI=! STORM DRAIN PIPE (OUTLET)
!.SV--05! WATER QUALllY BASIN. SEE DETAILS ON
SHEET 7.
~!.SV--~l:IS'=! WO BASIN OUTLET. SEE DETAILS ON
SHEET 7.
~,sv~-~01=1 WO BASIN OVERFLOW INLET.
!.SV-08! STORM DRAIN CURB OUTLET PER SDRSD D-25
!.SV-09! PCC CHUTE
!.SV--10! ~NERGY VELOCITY DISSIPATOR PER DETAIL THIS
SHEET
!.SV--ff! AREA DRAIN
!SV-12! 4" AREA DRAIN PIPE

SURFACE IMPROVEMENTS
~ 3" AC/6.5 CLASS II BASE (DRIVE AISLE)
!57-02! 4• AC/7.5 CLASS II (PARKING)
!57-aJ! 6" PCC CURB (SDRSD G-2)
!57-0I! 6" PCC CURB & GUTTER (SDRSD G-2)
!57-05! PCC RAMP
!57-l:IS'! CMU lYPE RETAINING WALL
!57-01! PCC SIDEWALK
!57-08! 3' WIDE CURB CUT @ 9' O.C. WITH

ENERGY VELOCITY DISSIPATER
=157~-09=! ADA COMPLAINT PLANTER COVER
!Si'-10! R=20' RADUIS TYPE DRIVEWAY PER
CllY STANDARD)
!.57-ff! AC PAVEMENT (STREET WIDENING)
~ 1.5' WIDE CURB CUT @ 20' O.C.
!.57-f.J! 2" GRIND & OVERLAY PER CllY

STANDARD

FENCING NOTE
NOTE ON RETAINING WALL WITH FENCE ON TOP. FENCING

FINAL DESIGN PER LANDSCAPING PLAN ON THE
CONSTRUCTION DOCUMENTS.

LEGEND

PROJECT BOUNDARY
PROPERlY LINE

RIGHT OF WAY

EXIST MAJOR CONTOUR

EXIST MINOR CONTOUR

PROPOSE MAJOR CONTOUR

PROPOSE MINOR CONTOUR
GEOGRID lYPE RETAINING
CMU lYPE RETAINING
SDIL NAIL lYPE RETAINING

EXIST WATER MAIN

EXIST SEWER MAIN

NEW WATER MAIN

NEW SEWER MAIN

FLOW LINE

PCC BROW DITCH
EXIST. FIRE LINE

FIRE HYDRANT

STREET/PARKING LIGHT

STORM DRAIN

INLETS/CLEANOUTS

WATER SERVICE LATERAL

SEWER SERVICE LATERAL

FIRE SERVICE LATERAL

PCC CURB

PCC CURB & GUTTER
SHEET 3
---PL- --
---RW- --
-----100----
----100---
w
---s---
---w---
---s---
-------<-E----<<---
c::::::::> c::::::::> c::::::::> c::::::::>
---F---
□ □ r--,
OF 7 SHEETS
ORY UllL/TY NOTE IE-021 AN EASEMENT CRANlEO m THE ctTY IT SAN MARCa5' FOR EMBANKIIENT SI.OPES rt Rl(;HlS INCIOENTAL AS THIS PROJECT IS IN THE ENTITLEMENT STAGE, THERE IS CURRENTLY l'-6" aEAN-IYASHED ROCK fJNIJERlAIN BY GEOlE)(llLE FABRIC THEREm RECOROEO VARCH 19, 20(},I, AS OOCl/MENT Na EXCEL PRELIMINARY GRADING PLAN NO PLANS & DESIGN FOR THE DRY UTILITIES. THE EXISTING DRY tJNLESS SPEctREO BY PLANS (VIRAR OR EWVALEN1). 20(U-o229021 IT omctAL REcwos: EASEMENT m BE DATE REMARKS ENGINEERING UTILITIES ALONG THE RIGHT OF WAY SHALL BE RELOCATED OR ADJUSTED NIN llf/JlH=5; MIN LENGlH=fO' VACAlllJ. Ofi !2J PLANNING StJBV/TTAL AS NEEDED TO AVOID CONFLICT WITH ADA ACCESSIBILITY. DESIGN & SD-1 O ENERGY VELOCllY DISSIPAJER lNIJPW#W;•fl/Qlf1]/fK;oQ9o9,l/lfK LOCATIONS SHALL BE SHOWN ON THE CONSTRUCTION DOCUMENTS. THE "'"'",ua;,-c,,m " 1.,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.. ___ _;;R;;EL~OC;A;;;J;;;ID;,;,N,;;M;;;;AY;_;;;IN;,;;C;;LU;D;;.E ,;;TH~E;,.G;;;RA;;;;,;;NT;IN;;;G.,;O;;,F.,;O;N;,.-;Sl,;,:TE;,.EAS~E~M;EN;;,;TS;·;.. ________________________ .,;M;i?;;.T.;,m;.;sCALE;;;;.. ________________________________ ...:;.:; __ ;;;;;;: ________ ;:.. __ IW.;~.;;;.;.;.fJ.;(l(fJ/llHIJ4.;;;.;.;;;., __ L ________________________ ,.

REC AREA

WQ BASIN

WQ BASIN
H
H
G
G

CAPALINA
RD W. MISSION
RD.

CAPALINA
RD
W. MISSION
RD.

APN 219-115-33
APN 219-115-30
APN 219-115-33
APN 219-115-30
APN 219-115-30
APN 219-115-33

PRIVATE SD DETENTION SYSTEM
9+95 10+00 10+50 11+00 11+50 PRIVATE SD DETENTION SYSTEM 9+95 10+00 10+50

CAPALINA APARTMENTS
APN 219-115-33

CAPALINA ROAD, SAN MARCOS CA
GPA22-0003

SECTIONS AND PROFILES
SCALE 1":40'
Feet
0 40 80
3::: a::

PROPOSED

BUILDING

PARKING &
IRNISH fl.OOR DRIVE AISLE
---- (MaoosEOG'i'Ot/N: ------- T.ms~
!,'
CROIJNO 9

PROPOSED

BUILDING
flREUNE/
VAIN

SECTION A-A
SCALE HORIZONTAL = 1 ":40'
VERTICAL = 1 ":40'

REC AREA

PARKING &

DRIVE AISLE

PROPOSED

BUILDING

PROPOSED

BUILDING
IRNISH fl.OOR
3::: a::
3: w z
3::: a::
--._JPHOPOSEO R//11
OEOICA 110N. Hfl}11f
VARIES
>-' 1/l
X
w
----- ~- ~ -
EKPOSEO FOi/NOA 110N
PROPOSEO R//11 OElJICA 110N.
3:::1---' HIO 11f VARIES
a::
. l,;
X w
RN/SH fl.OOR f"flMSH fl.OOR
--- --=:!==-='------- ----L--~ PHOPOSEO- CROIJM-- I- - '- • t-==::-::::-='::-:::-:::-==-:::-:::-=~a_ _ _ v--.! E)(IS11N67 - - 1- - - - - - - - - - - - - - - - - - - - - - - - CROIJNO ~ £%POSE!) FOUNOA 110N
1 -' c..

AHEA OHAIN~ OEll'NllON
PIPE S~ml
NEW 5' P{JBI.IC /RR/CA 110N
EASEI.IENT

5.00'
NEIY 20' P{JBI.IC

EASEVENT FOR
/YA lERJIAIN Cl?AN1Fl)
TO VII(}

PARKING &

DRIVE AISLE
SECTION 8-8
SCALE HORIZONTAL = 1 ":40'
VERTICAL = 1 ":40'

PROPOSED

BUILDING
_ f"RNISH fl.OOR

PARKING &

DRIVE AISLE
-' c..
- r~- """":-=r-=[.'="'=-'b-=:--: ::--L-------~, rflNISH n.OOR [ PHOPOSEO ~~ - - - - - - - - - - - - - '==-::::-==-:=-:=[:--::£:--A?:='S:--::11,WG::--=----_ _:.,_ I~ --HETAIMNC IYALL NEW 8" P{IBI.IC /YA !ER VAIN CROIJNO 9 \
'---Hill{ fENCE ON TlP SECT I ON c-c /
rrr LA.''"'""'"'" flRELINE ,,,,,,,, rr .,.. rrv.;w,rnr!>' SCALE HORIZONTAL = 1 ":40' "''IN rrr,,,. '" Pt.AN FOR fFNC/NC ""' SEHER VERTICAL = 1 ":40' VA/NL/NE 1 -' c..

K
-), fENC/NC flNAL lJESICN PEI
ANOSCAPINC Pl.AN ON 11fE
CONSTRt/CllON ooct/NEN1S.
1 -' c..

NEIY 5' P{JBI./C Hi'RICA 110N
EASEI.IENT

5.00'
NEIY 20' P{JBI.IC

EASEVENT FOR
/YA lERJIAIN CRAN1Fl)
TOVII(}

PROPOSED

BUILDING

PARKING &
DRIVE AISLE lflMSH fl.OOR
--

REC AREA
----- ---- -
[ ~~SEO CROIJNO
NEIY 8" P{JBI.IC /YA !ER VAIN
NEW 5' P{/8/./C /RR/CA 110N

EASENENT

5.J2'
NEIY 20' P{JBI.IC

EASENENT FOR
/YA lERJIA'IN CRAN1Fl)
I I
TO VII(}
z
PARKING & 1/l <

DRIVE AISLE (D
~
- - --·

SECTION D-D
SCALE HORIZONTAL = 1 ":40'
VERTICAL = 1 ":40'

PROPOSED

BUILDING
lflMSH fl.OOR

PARKING &

DRIVE AISLE
-' c..
\fWIVA lE
SEHUi'

VAINUNE
I WQ -·
-' c..
,k
-----
HETAININC IYALL Hill{ fENCE
ON TOP. fENCINC flNAL lJESICN

PER LANOSCAPINC PLAN ON
11fE CONSTRt/CllON ooct/VEN1S.
-
--
.
..
1 ..
if'-
600,
~ ~
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I I 1· --~~------- - -~-------~~ ~ -------~ ~-------~ ~--~==~~-=-c~=-~==~~-::::~ -~~-=-~~- '. I ., I
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I
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;:i; ~1;;
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~
- - ~ i 1 £XIS17NC GROUND "'i ~
-------
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590
581
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fJS=a5%
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----- --1----- \581
S=aoo:¥
"-.__J BA~S m•, RCP OE!ENll.,,,
l
SCALE HORIZONTAL 1':·20'
VER17CAL 1':5'

SECTION G-G
I /~
~
~
.'<
"
~
~ 581
i::::

EXCEL
SCALE HORIZONTAL 1 ·:·JOI
HORIZONTAL 1':•5'

SECTION H-H
SHEET 4 OF 7 SHEETS
PRELIMINARY GRADING PLAN [ \....__HE~; ~ ALL
NEIY 8" P{JBI.IC /YA !ER VAIN STORV_/ HETAIMNC
IYALL
RETA'ININC IYALL Hfll{
FENCE ON TOP.
fFNC/NC flNAL OESICN

PER LANOSCAPINC
SECTION E-E SCALE HORIZONTAL= 1":40' IJRAIN PIPE ~,Zcf.;. ;AT~J PLANMN~E~:,~;AL ENGINEERING " VERTICAL = 1 ":40' ooct/VEN1S. WI) PINIIW!•fllQlfHlf,;ofl/'91/'Elfl(; .-----------------------==~..;.::. _________________ ..::::::. ________________________________________ J~~~j~~~~~~~j~J ... ~"'~"~u,;!,_!!"-!:JL ______________________ J '-PROPOSEO CROIJNO
IW~fJ(l(fJ/llHIJ4

CAPALINA RD
W. MISSION RD
BLDG 1
BLDG 2REC
AREA

WQ BASIN

WQ BASIN
Δ
Δ
RW RW
RW
RW
RW
RWRWRW
PL PL

PL PL PL
RW
RW
RW
RW
NEW RW
NEW RW
POOL
SPA

CAPALINA APARTMENTS
APN 219-115-33

CAPALINA ROAD, SAN MARCOS CA
GPA22-0003

UTILITIES
SCALE 1":20'
Feet
0 20 40
• ,.
•
•
I • I
I r;
~v-1
•
•
f
•
•
•
•
•
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,,r-01\.

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---~tll;j ~ ~~
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ii
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11 TO
TO
~ ' 1 NEW P{J8LJC
®- • - ~ /RR/CA nON SERltfCE ll/f f!J\
I l'f''J<. 1!>----+---w----++--'-w--1-------1.--w----w--~+-w ~ ::i;;
! ~
ll;j
I •
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0 ~
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a •
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l
l
l
170N
£%/ST. RRE Hl'l)RANT TO
BE REL OCA 7ElJ AS

SHOIW & ON A
CONC/i'ElE PAO Ol/1.51/JE

OF THE NEW PCC
S//JEWALK.
1-c-'-------,..-....1 1"'·· .. • • ,.. .,r:.
• •
•
•
. .•
••
Oo
D
SO-II
591162 TC
5811.JO IE
591162 n; SO-II
581117 IE ::::i
UT-tu 1 .
'-L'-"
l I
n=-=:i...,;=s-*--t---fr---s---'--s----s
11 I
l
1 j
I
I £%/ST. Ul1f.lTY RISER TO
BE RELOCA 7ElJ.

I I
NEW 20' P{JBI.IC EASENENT
FOR WA!ERAIAIN CRAN7EIJ
TO VHO
_ _J __ L _ _l_ __ I __
X
-- X
X
' / '
I
NEW 5' pt/8LJC -\: • / •
/RN/CARON EASEAIENT I I .· I I
[
NEW pt/8LJC /HR/CARON~ / 1-1 •
NEW 20' P{JBI./C EASEMENT
FOR WA!FRUAIN CRAN!Ef)
TO VHO
__I __ _L _J __ L_
WA/ERLINE rr " ~ .. . . /
---s ,:...-==--- .. - .. -:... --- .. - . - -_ -- ,;=,,.~ i; ; I
W\-----w----w----w----w=u=~="~L.,-w·----w----w~~--w-------',-w-~..+--w----~ 0w~=1=1c..i---.

UT-07
---------------------------7
UT-06
,----------7 ---------------
'
n
Sf)-!!
SO-II
•

5.90.82 n;
581142 IE

5.90.66 n;
58112J IE

5.90.66 n;
581116 IE
•• Sl)-/2
D :

Sf}-/ I 591.15"',,; ii
iQ A
. . .•
0 "ANOIJTS EA

OF HEIR
flNISH Cli'A/JE
/Ill} lll VARIES
-1•-5• CLEAN-WASHEI) ROCK
/,0'
I
L __ _
S/-08
SO-tu
(UOIJNIJ Cli'Ol/Nf)
SURFACE OVER PIPE}
I •
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f-
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ONLY SO-OB
~-~58J.2J IE
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'J-1. ~%/ST. lELECOl,I
;;i i /2
I. I !( t
/ .:/" VAULT TO REJIA/Ni
,; I I I 't 1/
EXIST. IJRIVEWAY
l·JJ' ;:; :~;~ f)Eg@
. • ~ AS TO NOT /N1N(Jf)(/C£
/ '• ON-SllE /JEBRIS INTO
P(IBI./C S17?EET.

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LANOSCAP/NC NOTE

SEE LANDSCAPE PLANS FOR LOCATION OF PROPOSED TREES
& VEGETATION. REPORT TO ENGINEER OF WORK IF LOCATION

CONFLICTS WITH PROPOSED SURFACE & UNDERGROUND
IMPROVEMENTS. FINAL LOCATION PER THE CONSTRUCTION
DOCUMENTS.

ONSITE l/71L/71£S NOTE

ALL ON-SITE STORM DRAIN PIPES AND FACILITIES

ARE TO BE PRIVATELY OWNED AND MAINTAINED
VARIES
_..,:__~EE THIS SHEET FOR
VELOCllY DISSIPATION INFO.
;?---t--1-.._ EXTEND VELOCITY DISSIPATOR
2' PAST FLOW LINE/ TOE OF
SLOPE
lYPICAL CURB CUT WITH VELOCllY

DISSIPATION INSTALL

NOT TO SCALE

CONSTRUCTION NOTES
UTILllY IMPROVEMENTS
WT-01! FIRELINE MAIN
!UT-02! UDCV
!UT-OJ! HRE HYDRANT
IUT-tul BLDG FIRE SERVICE LATERAL
!UT-05! PIV /FDC
!UT-06! UOMESTIC WATER SERVICE LATERAL
WT-01! IRRIGATION WATER SERVICE LATERAL
!UT-08! SEWER SERVICE LATERAL (PUBLIC)
!UT-09! SEWER MAINLINE (PRIVATE)
WT-10! BLDG SEWER SERVICE LATERAL
!UT-II! a• PUBLIC WATER MAIN
STORM DRAIN / WATER QUALllY IMPROVEMENTS
!S0-0/! STORM DRAIN INLET
IS0-02! STORM DRAIN PIPE
!SO-aJ! 48"!1 OF SD DETENTION PIPE (SEE DETAIL
ON SHEET 7 & PROFILE ON SHEET 4 ).
-iso--04~! STORM DRAIN PIPE (OUTLET)
!S0-05! WATER QUALllY BASIN. SEE DETAILS ON
SHEET 7.
-,so--06-! WO BASIN OUTLET. SEE DETAILS ON
SHEET 7.
-,so---01-! WO BASIN OVERFLOW INLET .

IS0-08! STORM DRAIN CURB OUTLET PER SDRSD D-25
IS0-09! PCC CHUTE
!S0-10! ~NERGY VELOCITY DISSIPATOR PER DETAIL ON
THIS SHEET.
!SO-I/! AREA DRAIN
IS0-12! 4" AREA DRAIN PIPE

SURFACE IMPROVEMENTS
~ 3" AC/6.5 CLASS II BASE (DRIVE AISLE)
!S/-02! 4• AC/7.5 CLASS II (PARKING)
!Sl-aJ! 6" PCC CURB (SDRSD G-2)
IS!-tul 6" PCC CURB & GUTTER (SDRSD G-2)
!Sl-05! PCC RAMP
ISl-061 CMU lYPE RETAINING WALL
!Sl-01! PCC SIDEWALK
!S/-08! 3' WIDE CURB CUT @ 9' O.C. WITH

ENERGY VELOCITY DISSIPATER
!=S/~-09=! ADA COMPLAINT PLANTER COVER
!Sl-10! R=20' RADUIS TYPE DRIVEWAY PER
CllY STANDARD)
!SI-II! AC PAVEMENT (STREET WIDENING)
~ 1.5' WIDE CURB CUT @ 20' O.C.
!SI-IJ! 2" GRIND & OVERLAY PER CllY

STANDARD
LEGEND

PROJECT BOUNDARY
PROPERlY LINE

RIGHT OF WAY

EXIST MAJOR CONTOUR

EXIST MINOR CONTOUR

PROPOSE MAJOR CONTOUR

PROPOSE MINOR CONTOUR
GEOGRID lYPE RETAINING
CMU lYPE RETAINING
SDIL NAIL lYPE RETAINING

EXIST WATER MAIN

EXIST SEWER MAIN

NEW WATER MAIN

NEW SEWER MAIN

FLOW LINE

PCC BROW DITCH
EXIST. FIRE LINE

FIRE HYDRANT

STREET/PARKING LIGHT

STORM DRAIN

INLETS/CLEANOUTS

WATER SERVICE LATERAL

SEWER SERVICE LATERAL

FIRE SERVICE LATERAL

PCC CURB

PCC CURB & GUTTER
SHEET 5
---PL- --
---RW- --
-----100----
----100---
w
---s---
---w---
---s---
-----<-<----<<---
c:::::::> c:::::::> c:::::::> c:::::::>
---F---
□ □ r--,
OF 7 SHEETS
EXCEL
ORY l/TlL/TY NOTE UN/JERLAIN BY CE01EX71f.E FABRIC
AS THIS PROJECT IS IN THE ENTITLEMENT STAGE, THERE IS CURRENTLY UNLESS SPEC/REI} BY Pl.ANS NO PLANS & DESIGN FOR THE DRY UTILITIES. THE EXISTING DRY (UIRAR OR E()(IIYALENT) PRELIMINARY GRADING PLAN UTILITIES ALONG THE RIGHT OF WAY SHALL BE RELOCATED OR ADJUSTED V£LOC,YTY l'Jf.C'C'/PA71(1N DATE REMARKS ENGINEERING AS NEEDED TO AVOID CONFLICT WITH ADA ACCESSIBILllY. DESIGN & v,..;,..;,i v, 06. !2J PLANNING StJBl,(/TTAL LOCATIONS SHALL BE SHOWN ON THE CONSTRUCTION DOCUMENTS. THE NOT TO SCALE WI) PINIIW!•fllQlfHlf,;ofl/'91/'Elfl(; RELOCATION MAY INCLUDE THE GRANTING OF ON-SITE EASEMENTS. 1«1S111"rua;,-c,,m " ._ _____________________________________________________________________________________________ ..:;.:; __ ;;;;;: ________ ;:,__.;IW;;,;~;;;,;;.;,;fJ;;,;(l(fJ/1IS-IIJ4;;;,;;.;;;;, __ L ________________________ •

CAPALINA RD
W. MISSION RD
APN 219-115-30
BLDG 1
BLDG 2

REC AREA

WQ BASIN

WQ BASIN
Δ
Δ

RW RWRW RW
RWRW
RW
PL PL

PL PL PL
RW
RW
RW

CAPALINA APARTMENTS
APN 219-115-33

CAPALINA ROAD, SAN MARCOS CA
GPA22-0003

CIRCULATION
SCALE 1":20'
Feet
0 20 40

EMERGENCY VEHICLE USED IN

THIS AUTOTURN SIMULATION
i •
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A CONCRElE PAO (J(J!SIOE OF
lllE NEW PCC SIDEWALK.
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DATE REMARKS
Ofi !2J PLANNING St/9VITTAL
.-
,./I · 1 I .j1 •
-' . I
/
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---I ---------- OUTSIDE S\\EPT PAlH
/ ------------------------
/ ~
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/ .J------- ---( ,,,.al -1 / '

11.2ft /
5 TEER/NC LOCK ANGLE = 43. 4 deg.

ACHIEVED STEER/NC ANGLE: 90 deg.
5//IEEP ANGLE: 358 deg.

E-ONE CYCLONE II 95 HP

Oft 10ft 2011
4500
:lP@ib

11.16 20.42
E-ONE CYCLONE II 95 HP
WIOTH -9.50'
TRACTOR TRACK - 9.35'
LOCK TO LOCK 71/4/E -6.0
STEER/NC ANGLE -43. 4
SHEET 6 OF 7 SHEETS

EXCEL PRELIMINARY GRADING PLAN

ENGINEERING
WI) PWHW;•fllQlfHlf,; oQ9o9111£K
UD STAI' 11'.Aa; ~ CA IDI
s,. 1.,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; __________________________________________________________________________ ..,:~--.:.------~-...;IW,;,;~;;.,;,;;;.fJ,;,;,(l(fJ/1IS-IIJ4,;;;,,;.;;;.._..1 _____________________ ..

CAPALINA APARTMENTS
APN 219-115-33

CAPALINA ROAD, SAN MARCOS CA
GPA22-0003

SWQMP BMP
OISTilNCE fli'OAI TOE
OF st.OP£ TO £/N£R
E
'FINAL
PERSoll'.

REai/lM.&VOAllONS
60" MIN

SIDEWALK WHERE

APPLICABLE
2%_
COMPAClED SOIL
UNCOMPAClED SUBGRADE
7? ORlflC£:
'AlEO
FlOlll/NE
2' MIN
E
6"
~~:,'./
.
"-A/£f)IA ifllJI, Jtl .

IN,/}IR flLlRA11i

APALINA RD
4" AC OVER 7.5"

CLASS II BASE

INEERED
MEDIA

CURB TO GRAVEL
LAYER
NOTE 9
ASHTO #57
GRAVEL
CREEN SlREET VECETA!EfJ SWALE SECllON
T'!PICAL SECllON NOT TO SCALE
CLEAN~~FOR
..

APRON FON ENERCY
0/SS/PA ll1?
/JRClt/GHT TOI.ERANT
PI.ANllNC PER

LANDSCAPE

PERMANENT WATER QUALITY

TREATMENT FACILITY

KEEPING OUR WATER WAYS CLEAN

MAINTAIN WITI-, CARE - NO MODIFICATIONS WITHOUT AGENCY APPROVAL DETAIL

WATER QUALITY SIGN- PLACED AT
EACH BI0FILTRATI0N BASIN
NOTE: ALL BIOFILTRATION AREAS WILL
HAVE A SIGN POSlED TO BE
VISIBLE AT ALL TIMES.
4"-6" DROP
fROI,/ CURB
' ct/T 7rJ APRON
~S POINT ABOI£
I A 1 0/MENSION OR
{ SEALED 7rJ CURB
1 1
1 t.· 1 £%CA VA lEO
SI.OPE
WK ,ilEFFATIIRES

TOP OF RETAIN/NC
WALL PER Pf.AN
• THE APPROX/MA IF OEP TH 7rJ GROUNOWA ll1? IS
CREA ll1? lllEN 20 FEET.
• THERE ARE NO NA 1l/RAL HYOROl.06/C FEA 1llRES ON
THE Sil£
• BASEll ON WAlll?SHEO MAPP/NC OF POlENllAL
CRlllCAI. Cl?ARSE SElJMIENT Y/El.O AREAS {CCSYA)
1HERE ARE NO CCSYA LOCAIFO HfTHIN THE PRo.ECT
BOl/NOARY OR lli'IBl/TARY TO THE Rl/NOFF BJ1'ASSEO
AROt/NO THE SllE
• 1HE SllF PRCll'OSES 7rJ CONNECT 1HE £%/SllNC Cl/RB
,t (;IJTlll? LOCA lEO ON MISSION ROAD ON THE
NORTH SIDE OF THE PRO.ECT.

1.47' fROI,/ 1HE EVER(;£NCY
OVERflOW TG 7rJ FS OF THE BASIN
EAIERCENCY 0/IERFZOW ONLY --~~
~~ ' ij ~
BOTT()l,I OF BASIN
LECEN!J
OMA BOtJNOARY
- -
WAlll? Ql/ALITY EJH"Clll£ AREA
"PERWot/S AREA AMENDED Soll'.
~
'NOIF.· ALL LANDSCAPED AREAS HfLL BE PI.AN!EO HfTH
AMENOEl) SOILS 50-F EXCEPT FON 8/0fll. THA llON BASINS.

ANO MAINIENANCE A
FS El.EV
PER Pl.AN
BHR.lHAllON BASN A /J£TM.

NOT 7rJ SCALE
DISTANCE fROI,/ TOE
OF st.OP£ TO LINER
E
{20-30 MIL PONO L
'FINAL SIZING OF LINER

PER SOIL ENCINEERS
REalll.4lmDA llONS
WA !ER ()(JAUTY BASIN INSTALLA llON NO!ES:

1. .J INCHES OF COCON(JT COIR.
2 AN (JN0£li'ORAIN CLEANOt/T HfTH A MIN/11(11,f 6-/NCH 0/AMElll? ANO LOCKA8LE CAP IS Pl.ACED E/IERY 250 7rJ .JOOFEET AS REOl/lREO BASBJ ON (JNIJERl)RA/N LENGTH.

J. 1£CETA llON (JSElJ SHOt/LO 8£ Slit TA8l.E fiJR 1HE CL/I/A IF PER LANDSCAPE Pl.ANS

4. f1L ll1? COARSE IS A MIN/MW OF 6 INCHES PRO/,f/JEO IN TllfJ SEPARA IF .J INCH LAYERS. THE TOP LA 'fER SHALL 8£ MADE OF ASlV C.J.J CHOKER SANO ANO THE BOTTrJII LA'fER 8£ OF ASlV Na 8 AXRECA7E MARKERS STAKES SHALL 8£ tlSEO 7rJ ENSIIRE l/NIFORM £/FT THICKNESS.

5. AASH7rJ Na 57 STONE OR CLASS 2 PERIIEABLE PER CAL lli'ANS SPEClflCAllON 68-1.025 IS REalll.4IENDEO FOR 1HE ACCRECAIF STORACE LAYER. WASHEO, OPEN-CRAOEO CRt/SHEO ROCK MAY 8£ {JSE/J, H0/1£/IER, A 4 INCH MIN/ll(JM WASHED PEA CRA /,fl flL !FR COi/RS£ LA 'fER AT 1HE TOP OF THE CR(JSHEO ROCK IS REQ/1/RE!J.

6. /IIPERI.IEA8LE LINER SHALL 8£ INSTALLED Ill/EN 1HE 8/0fll.lli'AllON BASIN IS Hf1HIN 10 FEET OF RETAIN/NC WALLS OR 8(//LO/NC RJt/NOA llONS, OR AS REalll.4IENOEO BY 1HE SOII.S ENC/NEER, OR REQl/lREI) BY 1HESE Pl.ANS. II/PERMEABLE LINER SHALL 8£ .JO MIL THICK (PER CO(INTY OF SAN 0/E(;() CREEN Slli'EETS OES/CN STANDARD IJRAHfNC CS-J.00 ANO CO(INTY CREEN Slli'EElS st/PPI.EIIENT 7rJ CAL lli'ANS SPECIRCAllONS 20-11.088} CONflCl/REO 7rJ EN11RELY ENCOAIPASS 1HE SIDES OF THE WAlll? Q//AL/TY BASIN.

7. /4/PERMEABl.E UNER 8£ CONS11i'IJC1EO IN COl,/Pl/ANCE HfTH THE COUNTY OF SAN 0/E(;() CREEN Slli'EETS Sl/PPI.EAIENT 7rJ CAL lli'ANS SPEC/FICAllONS 20-11.089.

8. B/Ofll.lli'AllON SOIL IIEOIA LA'fER (BSM) SHALL CONSIST OF 60% TO 80% BY vr.l.WE SANa (Ip 7rJ 20% BY vr.f.{j/,/£ TOPSOIL, ANO (Ip 20% BY vr.f.(JME COIIPOST (PER CITY OF SAN MARCOS 811P OES/CN MANt/AL fE8Rt/ARY 202.J APPENDIX F..J SECllON 80.J-2 8l.ENOEO BSM CR/lll?IA ANO lESllNG REQl/lREAIENTS) BSN SHALL 8£ UCHll Y ai/lPAC!EO ANO PLACED IN LOOSE LIFTS Af¥WO%/IIA 1El Y 12 INCHES 7rJ ENSl/RE REASONABI.E SETllEMENT Hf1HO(IT EXCESS/I£ ai/lPACllON (PER CITY OF SAN MARCOS 81/P DESICN MAN(JAL fE8Rt/ARY 202.J APPENDIX F..J SECllON 80.J-6 OEI.I/IERY, STORACE; HANOI.INC, ANO PA YI.IENT). BSN PERMEABILITY REQl/lRES 8-24 INCHES.,1f0t/R FOR 81/PS HfTHOl/T Ot/ll.ET CCW!ROi.; 15-80 INCHES.,1f0t/R FOR 81/PS llfTH Ot/llET CCWlli'Oi; lESllNC IS REQl/lRE() TO IJEl,IONSlli'AlF (PER CITY OF SAN I/ARCOS 811P OES/CN MAN(JAL fE8Rt/ARY 202.J APPENDIX F..J SECllON

80.J-8 Sl/WAR Y).

9. THE ACCRECA IF STORACE LA 'fER SHALL 8E COMPAC!EO IN ACCORDANCE HfTH SOILS ENCINEER'.S REai/lM.&VOA llONS.
ta OVERflOW S1li't/C1l/RE 7rJ HA 1£ A 11/NIMI/II OF 12 INCHES OF fli'EEBOARO.

11. ALL LINER INSTALLA llONS, mo IIEliJINC OF SEAAIS, ANO OBSERYA new OF SOIL Ml% PI.ACD.IENT SHALL REQl/lRE SPECIAL INSPECllON BY 1HE PRO.ECT CEOIFCHNICAL ENC/NEER OR OTHER Ql/AL/flEO PERSt:w. A LETlll? CERllfi!NC PROPER INSTALLAllON SHALL 8£ PROWOEO 7rJ 1HE ENC/NEER OF RECORD TO ACCEPTANCE OF 1HE FAC/L/llES.
v~ 120" ~ /J£1ENllON PIPE IIER t:JltlSS' SECllON
12 SPECIAL INSPECllON SHALL 8£ RE()(J/REI) FOR CONS11i'I/CllON OF ALL 8/0fll. lli'A llON BASINS. INSPECllON SHALL 8£ PERFORAfEl) BY A Ql/AL/flEl) INOIWOUAL (Sl/CH AS.- ENC/NEER OF REIXWLI, a2'J) INSPECllON SHALL /NCL{J/JE: A
B
.....
1/8" THICK L-BRACKET
(4- L -BRACKETS 7rJTAL)
B
l#VR S1li't/Cll/RE 7rJ 8£ VlE< HOPE_-.

SHEET, 1/2" 1HICK, OR WI WIT
12" 001/N
Sll?EAM PIPE 12" PIPE
-IB"x/8 .,

CATCHBASIN A
IIElH Cf.WTRa. Slli'f/Cll/li'E PUN llfEW

NOT TO SCALE
590.20 TC
.J'
W S11i'I/CllJRE 7rJ HllFC HOPE SHEET,
1/5" 1HICK, OR WI ~/ENT
HOLES (2 TOTAL)
.Jft" 0/A Hi
SECllON A-A

NOT TO SCALE
IIElH Cf.WTRa. Slli'f/Cll/li'E
/J£TM.
---
590.20 TG
2·

CATCHBASIN SIZE
.J6"xJ6"
SECllON B-B

NOT TO SCALE
a5'
. a25'

1.5'
7rJ 8£ HllFC HOPE
1:K, OR E()(JIVALENT
l#VR .J
OR/flCEl2
.J'
IIElH a.wma. Slli'f/Cll/li'E IIAIN I/ER

NOT TO SCALE
lfER a.wm S1HUC11JR£ 1HJTE
1HE PURPOSE OF 1HIS S1li't/C1l/RE IS FOR AOO/llONAL
HmR(Jl,IOIJIFlCAllON FZOW CCW!ROi. SEPARAIF fl?()l,I TYPICAL 8/0fll. lli'A llON FZOW MC¥JEl/NG
0 \ '-\
I
---- - ------- ------ - ------ - ------ -
/
I
'-
\
6" PVC PIPE PERFORATION

LAYOVT OETAIL

NOT TO SCALE
IIElH Pl.ATE 1
NOT 7rJ SCALE
ff Pl,AIEIHJTE
IIER Pl.A TE 2
NOT 7rJ SCALE • /IER/flCA llON OF 0/IERALL /)/l,/£NS/CWS PRIOR 7rJ PI.ACEIIENT OF IIA lll?IALS; • PI.ACD.IENT OF THE LINER, IF REQl/lRElJ;ANO SEAMS OR PENETHAllONS HEIR PLA IF 2 IS (JSBJ 7rJ 81.0CK WA ll1? IN DElENllON PIP£ • PLACD.IENT OF 1HE CRA /,fl, f1L !FR MA lll?IALS, ANO f1L ll1? IIEOIA; • ALL INLET ANO OllllET S11i'IJC1l/RES INCL(JOINC (JNDERIJRAINS, IF REQl/lREO. fJETAIL
iVO fJ/JAIP/NC" AT CA TCII BASINS
NOIF.· ALL CATCH BASINS HfTH CRAlES SHALL
8£ SlENCILEO llfTH CITY REQl/lREO llEA/ PER
ABOI£ DETAIL (OAS IIAWFAC1l/RING /500 OR
EQl/lVALENT).
\

SUMMARY OF PERVIOUS AND IMPERVIOUS AREA
I
\
\
\.-
\ I
\/
DMA-1
DMA-2
DMA-3
DMA-4

PERVIOUS AREA (SF) IMPERVIOUS AREA (SF)
13,897 81,S94
1,8SO 5,901
1,287 34,286
I 4,8S3
POC
I
H
(GRASS AREA)
t
NOTES

FILTER FABRC
(WHERE REQUIRED

BY ENGINEER)
* CLASS I OR II MA"""ERIAI::

PLACED AND COMPACTED IN

ACCORDANCE WITH
ASTM 02321 IN PIPE ZONE
• CONlli'AClOR SHALL TAKE PICTlJRES AT EACH STACE OF INSTALLAllON ANO S(JBM/TlEO TO ENC/NEER FOR 1£R/RCA llON OF INSTALL.

INSPECTOR SHALL 8£ CIVEN A MIN/WM OF 48 HOURS PRIOR 7rJ INSPECllt:w. I/PON C()l,IPf.EllON THE INSPECTOR SHALL PROWDE A CERllflCA llON 7rJ 1HE ENC/NEER OF KORK. 1J. PROPOSEll IIA lFRIALS, Sl/CH AS ACCRECA 1£ f1L 1ER IIA lll?IAI., ANO f1L ll1? IIEOIA SHALL 8£ S(/811/T/FO 7rJ 1HE ENC/NEER OF HO'i'K FOR Af¥WOVAL .

SUITABLE

FOUNDATION
'
' BEDDING (C_ASS I OR II MATERIAL)
= 4" MIN. FOR 12" - 24" PIPE
= 6" MIN. FOR 30" - 60" PIPE
H H
(F_EX PVMT.) (RIG D PVMT.)
t

UNDISTURBED
EARTH

1. ALL REFERENCES TO CLASS I CR II MATERIAL ARE PER AS™ D2321 "STANDARD PRAC7CE FOR UNDERGROUND INSTALLATION OF TIHERl,WPLASTIC PIPE FOR SEWERS AND OTHER GRAVlTY FLOW APPLICATIONS", LATEST EDITION

2. ALL =.ETENTION AND DE~NTlON SYSTEMS S-IALL BE INSTALLED IN ACCORDANCE WITH ASHI )2321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALILATION GUIDEUNES.

3. MEASURES SHOULD BE -AKEN TO "REVENT THE MIGRATION OF NATIVE FINES INTO Tl-IE BAC~FILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321.

4. EIITER FABRIC: A GEO"""EXTILE FABRIC MAY BE USED AS SPECIFIED BY TI-iE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM TI-IE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL

5. FOUNDATION: WHE'sE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRAC-OR SHALL EXCAVA-E ffi A DEPTH REQUIRED BY THE ENGINEER AND REPLACE Will-, SUITABLE MATERIAL AS SPECIFIED BY T~E ENGINEER AS AN A_TERNATlVE AND AT THE DISC'sETION OF THE DESIGN ENGI\EER, Tl-IE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

6. BEDCING: SUITABL~ f.lATERIAL SHALIL BE CLASS I OR II. TI-IE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL s=ECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY 11-ff ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24' (100mm-600mm); 6" (150mm) FOR 30"-60' (750mm-1500mm).

7. llllllAL BACKF1LIL: SUITABLE f.lATERIAL 9:1ALL B~ CLASS I OR I IN TIHE PIPE ZON~ EXTENDING NOT LESS THAN 6' ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTAllON FOR MATERIAL SPECIFICATION TO ENGINEER. MATE'slAL SHALL BE INS-ALLED AS REQUIREJ IN ASTM 02321, LATEST EDITION

8. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/D~TENTION SYSTEf.lS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE A=.EAS) IS 12' FROM TOP OF PIPE TO GROUND '."JJRFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. ~oR TRAFFIC APPL CATIONS, MINIMUf.l COVER IS 12' ~PTO 36" DIAMETER PIPE AND 24" OF COV~R FOR 42" - 60' DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTO.I OF FLEXIBLE PAVEMENT OR TO TOP o~ RIGID PAVEM~NT

NOMINAL NOMINAL TYPICAL NOM NAL TYPICAL SIDE H H
DIAMETER 0.D. SPACING "S" SPACING "c" WALL ''X" (NON-lRAfTIC) (TRAFFIC) 48" 54• 25" 78.5" Is· 12" 24"
(1200mm) {1372mm) (635mm) (199Lmm) (457mm) (305mm) (610mm) 112010 ADS, INc. * G_ASS I BACKFILL REQUIRED AROUND 60" DIAMETER FITTINGS. BY MM/JD/Y" CHK'D SCALE· !' 50" -~---------------------~----- --~-"-----=,,.=/-"""/=='=! "=="',=,,.=1='""': =' ,,.=l=/w=="'=1 ==1=1 = 1w=-1 ="/====P,=~=·'P,='4~fi._/2=W,-=M=, ~=1?.=--'IJ_.,a.1=ir·· ialriiiiiiiiiiii'-' ,,.=~· :..· ,,._,,.iiiiiii~J .. ,,.,.,, ... ,=.:[,'.;;;,,.;;::/=;;:a.. o 100 ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMA-ION PROVIDED TO ADS. THIS DRAWING Is INTrnorn rn DEPICT THE COMPONENTS AS RE:OUESTrn. ADS HAS NOT PERFORMrn ANY ~NGIN~ERING OR DESIGN ~IE SERVICES FOR rnIs FROJECT. NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMA-ION SUPPLIED. THE INSTALLATION DETAILS g; L64□ TRUEMAN BLVD PROVIDED HEREIN ARE GENERAL RECOo!MENDA-IONS AN) ARE NOT SPECIFIC FOR Tl-IS nOJECT. -HE DESIGN ENGINEER SHALL lfilttfjHi ,._-,•• HILLIARD, OHIO 43026 REVIEW THES~ DETAILS PROR TO CONSlRUCTION. If IS THE DESIGN ~NGINEERS RESPONSIBILITY TO ENSURE TH~ DETAILS - PROVIDED HEREIN MEETS OR EXCEEDS THE A=PLICABLE NATIONAL, STATE, OR LOCAL REOJIREMENTS AND TO ENSJRE THA- THE ,-----------; ,cw....,rn o .. ,N.,,., ;v;:m,;. I•c NTS

SOURCE CONTROL REQUIREMENT
lil!~I
SC-1 PREVENTION OF ILLICIT DISCHARGES

ENGINEERING
SC-2 STORM DRAIN SlENCILING OR SIGNAGE
I.AN) PLAN•NG • EJ«lmlNG • SIJl\1:~NG
440 STATE PUCE, Em~DO, CA 92029 SC-5 PROlECT TRASH STORAGE DETAILS PROVIDED HEREIN ARE ACCEPTAB_E FOR THIS PROJECT. DRAWING NUMBER; OF STRI/Cll/HAL BIO-BASIN SIJWARY TABLE
SOURCE CONTROL Af A2 A.J B
8(),/(H/SER
EFlECll>F {!NOi) C 0 E 01£Nfl.Olf IJIAIIEll"R AAIENIJEIJ SOIL NO!ES

NODE IMPLEMENTAION
EFFECTIVE IRRIGATION WILL BE IMPLEMENlED AND

VEHICLE WASHING IS PROHIBITED
STENCIL EVERY INLET WITIH PROHIBITIVE WORDS: "NO
/MIA
NM/£
OJIA-f
/MIA-2
/MIA IMIP
nPE NA/IE
Wl'MVS" IMIP-A 811P
w(A/NS" IMIP-8 811P
~MVsn
AREA (INCH) nPEfTIJIIP WAIER TOPfT (SfFT) WALJTY+
JIIJI.OI' BASlll
BltY'll. ll?A !!CW 2238 9 32.52
BltY'll. ll?A !!CW !162 9 f8
,-=•
(INCH) (INCH) (INCH) (INCH) {Fl) CLEAN 1/PPEJ? JIEJJfA CRAIIEJ. OFTJET 0/JT OR/f1CE 6 - 18 12 .175
6 - 18 f2 225
STRI/ClllRE 1/PPEJ? SIZE {INCH) (/NCH£S)
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IN SPANISH. THE HYIJROI.OCICAL Soll'. t;R(}{IP FON 1HIS 06/202.J Pi.ANN/NC Sl/811/TTAL TRASH ENCLOSURE WILL BE PROTEClED BY LID OR BE S/lF IS TJ1'E C ANO TJ1'E O. lNIJ l'!Nlffi•fDE11/llio/li'/JJ/lflf1C WALLED WITIH ROOF TO AVOID STORMWATER GET l<IISllll!"RAa;llllNIIIQCAllmll SHEET 7 OF 7 SHEETS

PRELIMINARY GRADING PLAN
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San Marcos City CouncilMarch 26, 2024

San Marcos City Council
March 26, 2024