Carpinteria City Council
September 14, 2026

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DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
A3.0

ELEVATIONS

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET

NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -PLANNING COMMISSION SET 03-23-2026

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
feet
048

SOUTH ELEVATION
2 SCALE 1/4" = 1'-0"
1 F.F. ()
0'-0"
RIDGE
23'-4" A.F.F.
7'-6"
2ND FLOOR
10'-3 1/8" A.F.F.
24'-1"
1ST FL. PLATE
9'-0" A.F.F.
2ND FL. PLATE
17'-9" A.F.F.
feet
048

WEST ELEVATION
2 SCALE 1/4" = 1'-0"
2 KEY NOTES 1 EXT. FINISH: 7/8" STUCCO, LA HABRA , NAVAJO WHITE, P-525 23 ACCENT TILE: Villa Azul 10" x 10" Matte Porcelain Tile in Blue 45 BALCONIES: WROGHT IRON FINISH
DOORS AND WINDOWS: METAL WINDOW CORP, ALUMINUM, COLOR: DARK BRONZE EXT. LIGHTING: DARKSKY COMPLIANT
6 EXT. WOOD FINISH: WOOD TRIM, CABOT
SOLID STAIN, COLOR: CHESTNUT BROWN
7 ROOF: BORAL TILE WITH 2-PIECE BOOSTED

BARCELONA CAPS ON ALL EDGES

AND FOR FIRST THREE ROWS ON ALL EAVES,

WITH BOOSTED CAPS MIXED
IN FOR 15% OF FIELD,CASA GRANDE BLEND
8 SANDSTONE CAP: NATURAL SANDSTONE
WALL CAPS 4" THICK
9 SANDSTONE VENEER: NATURAL SANDSTONE
VENEER
F.F. ()
0'-0"
PLATE
10'-0" A.F.F.

RIDGE
13'-10" A.F.F.
feet
048

GARAGE WEST ELEVATION
2 SCALE 1/4" = 1'-0"
3

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SNECI L

DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
A3.1

ELEVATIONS

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET

NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -PLANNING COMMISSION SET 03-23-2026

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
2ND FL. PLATE
17'-9" " A.F.
1 1
2 6
4 4
2 7
7 89
F.F. ()
0'-0"
7'-6"
2ND FLOOR
10'-3 1/8" A.F.F.
1ST FL. PLATE
9'-0" A.F.F.
2ND FL. PLATE
17'-9" A.F.F.
2 P
L
12'-0"
PL
30°
RIDGE
23'-4" A.F.F.
24'-1"
feet
048

NORTH ELEVATION
2 SCALE 1/4" = 1'-0"
1 89
1 1
1 2
2 2
7 7
7 6
12'-0"
PL
feet
048

EAST ELEVATION (STREET)
2 SCALE 1/4" = 1'-0"
2 KEY NOTES 1 EXT. FINISH: 7/8" STUCCO, LA HABRA , NAVAJO WHITE, P-525 23 ACCENT TILE: Villa Azul 10" x 10" Matte Porcelain Tile in Blue 45 BALCONIES: WROGHT IRON FINISH
DOORS AND WINDOWS: METAL WINDOW CORP, ALUMINUM, COLOR: DARK BRONZE EXT. LIGHTING: DARKSKY COMPLIANT
6 EXT. WOOD FINISH: WOOD TRIM, CABOT
SOLID STAIN, COLOR: CHESTNUT BROWN
7 ROOF: BORAL TILE WITH 2-PIECE BOOSTED

BARCELONA CAPS ON ALL EDGES

AND FOR FIRST THREE ROWS ON ALL EAVES,

WITH BOOSTED CAPS MIXED
IN FOR 15% OF FIELD,CASA GRANDE BLEND
8 SANDSTONE CAP: NATURAL SANDSTONE
WALL CAPS 4" THICK
9 SANDSTONE VENEER: NATURAL SANDSTONE
VENEER

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DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
A4.0

SECTIONS

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET

NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -PLANNING COMMISSION SET 03-23-2026

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
feet 0 4 8
SECTION @ STAIR
2 SCALE 1/4" = 1'-0" 1
feet 0 4 8
SECTION @ GREAT ROOM
2 SCALE 1/4" = 1'-0" 2
FAMILY ROOM BED #1
BED #3 HALL BATH

STAIR HALL CL
F.F. ()
0'-0"
7'-6"
2ND FLOOR
10'-3 1/8" A.F.F.
1ST FL. PLATE
9'-0" A.F.F.
2ND FL. PLATE
17'-9" A.F.F.

BATH

BATH FAMILY ROOM

2.5 12
4 12
RIDGE
23'-4" A.F.F.
24'-1"

1. ALL WALLS AND CEILINGS SHALL BE 5/8" GYPSUM BOARD W/ PTD FINISH

SECTION KEY NOTES SECTION NOTES
ROOF SPRAY FOAM INSULATION:

R-30 HOUSE
1 2 WALLS BATT INSULATION: R-21
4 SLOPE: SLOPE TO DRIVEWAY 1/8": 1' MIN.
3 FLOOR BATT INSULATION:

R-19

SLAB ON GRADE

ATTACH 4X6 RAFTER TAILS PER
STRUC
2X SOLID BLK W/ A35 @ 16" O.C.
3X FRIEZE BLK
2X T&G

METAL FLASHING
4" DIA. GUTTER

BEAM PER STRUCT
6X8
6X6
4X6 FLAT
PLAN DIM. PER PLAN
3 1/2"
TYP. ROOF ASSEMBLY
ATTACH 4X6 RAFTER TAILS
2X SOLID BLK W/ A35 @ 16" O.C.
3X FRIEZE BLK
2X T&G

METAL FLASHING
4" DIA. GUTTER
PLAN DIM. PER PLAN 9" 2 1/2"
TYP. ROOF ASSEMBLY
2X RAFTERS PER STRUCT
3X FRIEZE BLK
2X T&G

BOLT THROUGH FLY RAFTER

INTO OUTLOOKER

METAL FLASHING
6X FLY RAFTER - SEAT CUT
6X10 OUTLOOKER, NOTCH OVER
TOP PLATE.
10 TYP. PLASTER @ EAVE
SCALE 1" = 1'- 0"
9 TYP. PLASTER @ RAKE
SCALE 1" = 1'- 0"
13 TYP. EXTERIOR LIGHTING FIXTURE

VELUX ECL SADDLE

FLASHING
12 TYP. PLASTER @ EAVE
SCALE 1" = 1'- 0"
PLAN DIM.
2" 4"
TYP. Stone Veneer Exterior Wall
5/8" Gyp. board ptd. white
Double wall per plan
w/ spray-foam insulation
Plywood sheathing
Tyvek StuccoWrap, install
per mfg. specs w/ Tyvek tape
Tyvek HomeWrap, install
per mfg. specs w/ Tyvek tape
1" Grout Space. Provide corrosion-resistant
2" x 2" x 0.0625" wire mesh fastened to studs
with 2" long corrosion-resistant steel wire
furring nails and 8d common nails into top
and bottom plates. Also, for every 2 sq. ft.,
provide one 0.1055" corrosion-resistant wire
tie looped through mesh, with 15" legs and 2" r
ight angle bends at ends.

Stone Veneer per sched, 10" max thick
Exterior hardscape, slope 2% min. away from
foundation for min. 5'-0"
Lap 6" and tape/caulk Tyvek HomeWrap
over weep screed
2 TYP. STONE VENEER @ HARDSCAPE
SCALE 1" = 1'- 0"
ATTACH 4X6 RAFTER TAILS PER
STRUC
9 TYP. PLASTER @ RAKE
15 TYP. OUTLOOKER AND RAFTER TAIL DESIGN
SCALE 1 1/2" = 1'- 0"
4 1/2"
D=1'-9"
TYP. 8x10 Outlooker
9 1/4"
5 1/2"
2 1/2"
9"
Notch for fly rafter
NOTE: RAFTER TAILS TO MATCH EXISTING 4X6'S
1 4" 4"
interior exterior
TYP. Plaster Exterior Wall
Interior finish per finish sched.
5/8" GWB
2x exterior structural wall
w/ min. R14 batt insulation
Sheathing per structural
2 layers grade D paper
w/ 12" vert. laps, 4" horiz. laps
1 layer DuPont Tyvek StuccoWrap,
install per mfg. specs. w/ Tyvek tape
Corrosion resistant lath
3 coat integral color exterior portland
cement plaster, color per elev.

Exterior grade, slope 5% min. away from
foundation for min. 10'-0"
T.O. conc. min. 8" above finish grade
Skim coat plaster
TYP. PLASTER EXTERIOR WALL @ GRADE
SCALE 1 1/2" = 1'- 0"
16 CURB MOUNTED SKYLIGHT
SCALE 1 1/2" = 1'- 0"
FINISH

MATERIAL
VAPOR

BARRIER

ROOF FINISH

TYVEK ROOFLINER

VELUX ECL SILL

FLASHING

VELUX FCM CURB

MOUNTED FIXED

SKYLIGHT

HEADERS OR

BLOCKING AS

REQUIRED PER
CODE

VELUX ECL HEAD FLASHING,

PLACE BETWEEN

UNDERLAYMENT

VELUX ECL SADDLE

FLASHING
5" - 5 1/4"
2 3/8" - 4"
17 TYP. STAIR LANDING @ BOTTOM
19 TYP. STAIR LANDING @ TOP
PROVIDE SOILD 2X BACKING AS NEEDE FOR HANDRAIL
PROVIDE SOILD 2X BACKING AS NEEDE FOR HANDRAIL
PLAN DIM.
1 TYP. PLASTER EXTERIOR WALL
SEE 1/A6.0

HEADER PER STRUCTURAL

BITUMINOUS WATERPROOFING,

INSTALL BEHIND TYVEK

FLEETWOOD ALUMINUM WINDOW
HEAD R.O. TYP.

WINDOW BY OWNER
SLOPE PLASTER 2% TO OUTSIDE

METAL PAN OVER BITUMINOUS

WATERPROOFING, INSTALL OVER
TYVEK
TYP. PLASTER EXTERIOR WALL
SEE 1/A6.0
Sill R.O. Typ.
3 PLASTER @ WINDOW SILL
4 PLASTER @ WINDOW HEAD
SCALE 3" = 1'- 0"
SCALE 3" = 1'- 0"

WALL PER PLAN

CONCRETE CURB,

WHERE OCCURS

DOOR BY OWNER

INTERIOR FLOORING PER

SCHEDULE

METAL PAN OVER

BITUMINOUS WATERPROOFING
EXTERIOR HARDSCAPE, SLOPE 2%
MIN. AWAY FROM FOUNDATION
FOR MIN. 5'-0"
5 TYP. DOOR THRESHOLD @ HARDSCAPE
SCALE 3" = 1'- 0"
11 TYP. ROOF DETAIL
SCALE 3" = 1'- 0"
TYP. TILE ROOF ASSEMBLY

TILE PER ROOF PLAN

TYVEK ROOFLINER, INSTALL PER
MFG. SPECS W/ TYVEK TAPE

PLYWOOD SHEATHING
2X RAFTERS PER STRUCTURAL

SPRAY FOAM INSULATION
5/8" GYPSUM
8 SCALE 3" = 1'- 0"
TYP. PLASTER EXTERIOR WALL
SEE 1/A6.0

HEADER PER STRUCTURAL
2X6 BLOCKS

BITUMINOUS WATERPROOFING,

INSTALL BEHIND TYVEK

BULLNOSE PLASTER AT HEAD

MARVIN INTEGRITY

FIBERGLASS/WOOD DOOR
1" Typ. F.O.S
HEAD R.O. TYP.

PLAN DIM.

DOOR HEAD @ THICK WALL, JAMB SIM.

WINDOW BY OWNER
2X6 BLOCKS
STONE SILL, SLOPE 2% TO
EXTERIOR, 4" MIN.

METAL PAN OVER

BITUMINOUS

WATERPROOFING,

INSTALL OVER TYVEK
TYP. STONE VENEER
EXTERIOR WALL.

SEE 2/A6.0
Sill R.O. Typ.
3 1/2" Typ. F.O.S
PLAN DIM.
6 SCALE 3" = 1'- 0"
STONE @ WINDOW SILL
7 SCALE 3" = 1'- 0"

TILE BY OWNER

HEADER PER STRUCTURAL
2X6 BLOCKS

BITUMINOUS WATERPROOFING,

INSTALL BEHIND TYVEK

WINDOW OR DOOR BY OWNER
HEAD R.O. TYP.
3 1/2"TYP. F.O.S
PLAN DIM.

TILE @ WINDOW HEAD, JAMB SIM.
5 TYP. DOOR THRESHOLD @ HARDSCAPE
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DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
A6.0

DETAILS

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET

NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -PLANNING COMMISSION SET 02-25-2026

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232

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DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
L1.0

LANDSCAPE
PLAN

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET

NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -PLANNING COMMISSION SET 03-23-2026

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
NORTH
PALM 16"
27 13.65
PALM 8"
28 13.64
PALM 8"
29 13.34

COR PAVER DR
30 13.86

COR PAVER DR
31 14.07

FF GARAGE
32 14.61

FF GARAGE
33 14.63

FF GARAGE
34 14.64

FF THRESHOLD
35 15.22 FF WOOD LANDING
36 15.03

FF THRESHOLD
37 15.08 FF STONE LANDING
38 14.93

FF STONE LANDING
39 15.57

FF THRESHOLD
40 15.71

FF STONE LANDING
41 14.94

BLDG COR
44 BLDG COR
45 BLDG COR
46 BLDG COR
47 BLDG COR
48 BLDG COR
49 BLDG COR
50 BLDG COR
52 BLDG COR
53 PP
54 PP
55 PALM 12"
56 TC
60 12.80
FL
61 12.30
PALM 12"
62 13
PA
.41
LM 12"
63 13.29
FH
64 12.66
LIGH
65 T

12.53 PALM 24"
66 12.63
WM
67 12.45
TC
68 12.28
FL
69 11.78
PALM 24"
70 11.94
SIG
7 N
1 11.82
WM
72 11.55
LIGH
73 T

11.31 TC
74 11.33
FL
75 10.79

FF STONE LANDING
76 14.86

FF THRESHOLD
77 15.01

FF STONE LANDING
78 14.47

CORCOVEREDAERA
79 BLDG COR
80 TREE /30"
81 PALM 10"
82 12.52

22.9ft

20.7ft

19.2ft

18.5ft

18.8ft

18.5ft

19.4ft

19.7ft

24.1ft

24.6ft

24.0ft

24.1ft

23.6ft

22.7ft

22.6ft

20.2ft

20.0ft

20.6ft

19.9ft

17.8ft

17.7ft

17.5ft

20.2ft

20.7ft

20.6ft

20.9ft

21.1ft

21.0ft

21.3ft

21.3ft

21.8ft

30.5ft

28.2ft

35.5ft

28.4ft

31.4ft

31.7ft

31.9ft

32.6ft

32.8ft

35.4ft

32.4ft

32.6ft

20.0ft

20.0ft

DORRANCE WAY
1319

14.30 1321

12.74 1328

25.24 1329

13.00 1330

13.17 1354

13.93 1355

13.86 1356

13.97 1357

13.87 1358

13.93 1359

13.95 1360

13.88 1384

13.81 1385

13.87 1386

13.91 1393

13.94 1394

13.93 1395

13.98 1487

13.36 1488

13.71 1489

13.67 1504

13.70 1505

13.61 1506

13.37 1519

12.9 1
5 520

13.16 1521

13.35 1522

13.46 1523

13.70 1524

13.08 1525

13.15 1537

12.30 1538

12.61 1539

13.07 1540

13.36 1541

13.48 1542

13.51 1543

13.14 1545

13.35 1560

12.24 1561

12.47 1562

13.06 1563

13.26 1564

13.21 1565

13.46 1567

13.38 1583

13.33 1584

13.60 1585

13.64 1586

13.60 1587

13.60 1600

14.37 1601

13.76 1602

13.76 1618

12.67 1619

12.88 1620

13.39 1621

14.46 1622

14.43 1623

14.10 1624

13.93 1625

14.13 1641

11.47 1642

13.71 1643

13.71 1644

14.04 1645

14.26 1646

14.10 1647

14.16 1662

11.03 1663

11.16 1664

14.17 1665

13.94 1666

14.12 1667

14.24 1682

11.35 1683

11.49 1684

11.93 1685

12.02 1686

14.25 1687

14.39 1823

11.62 1824

11.67 1825

12.17 1826

14.10 1843

12.11 1844

11.83 1845

12.69 1846

14.27 1868

12.21 1869

12.30 1870

12.74 1871

13.07 1872

14.14 1890

12.71 1891

12.32 1892

12.49 1893

13.30 1908

12.82 1909

12.85 1910

12.82 Building
Building
Building
FF 15.08'
FF 15.71'
FF 14.63'
FF 14.61'
FF 15.01'
FF 15.22'
Hydrant
Sidewalk
Sid
e
wal
k
C
u
r
b & G
u
t
t
e
r
C
u
r
b & G
u
t
t
e
r
Si
d
e
wal
k
Light
Light
12" Palm
8" Palm
8" Palm
10" Palm
12" Pa
12 lm
" Palm
16" Palm
24" Palm
24" Palm
Powerpole
Powerpole
30" Tree
Water
Water
F
e
n
c
e
Fence
F
e
n
c
e
Fence
Edge of Pavement
Paver Driveway
A
p
p
r
o
x
F
e
n
c
e
Approx Fence
Wall
W
all
Wall
Wall
Wall W
all
D
e
c
k
D
Wood Deck
e
c
k
Deck
2033

11.93 14.
1 00

4.00 14.00

13.00 12.00

12.00 12 0. 0

13.00 N45\U+00B0 00' 00"W
117.50'
N45\U+00B0 00' 00"E

45.00'
N45\U+00B0 00' 00"E

45.00'
N45\U+00B0 00' 00"W
157.50'
N45\U+00B0 00' 00"W
157.50'
N45\U+00B0 00' 00"W
N45\U+00B0 00' 00"E

45.00'
N45\U+00B0 00' 00"W

50.00'
LOT 1
LOT 2

45.00'
WM
GM
DYH
DYH

DYHDYHDYHDYHDYHDYH

DYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYH

DYH DYH DYH DYH DYH

DYHDYHDYH
A
A
A
A
A
A
A
A
A
A
A
A
A
A

DYH DYH DYH DYH DYH DYH DYH DYH DYH DYH DYH DYH DYH DYH 2 1
6 3
3 4
8 1
4 4 4
1 1
16 16
16 16
2 2
2 16
4 17
6 16
6 16
1 1
1 1
9 10
12 13
15 15
11 7
5 17
4 4
16 4
W/D

DISH TRASH
KING
5 10 10 10 10 10 11 11
5 1 1
3 3 3

REF WINE
5 1
WH
11 COND COND
1 feet 0

LANDSCAPE PLAN
SCALE 3/16" = 1'-0" 1

BOTANICAL NAME COMMON NAME QTY SIZE NOTES

FICUS 'GREEN GEM' INDIAN LAUREL

PLANTING LIST

IRRIGATION LEGEND

ID MODEL LENGTH MANUFACTURER PSI NOTES
5/8" Polyethylene
Dripline
500 LINEAR FEET DURA-POL 30

PLANTING LEGEND
OLEA EUROPAEA 'WILSONII' FRUITLESS OLIVE 24 24"-48" BOX

GREWIA OCCIDENTALIS
-ESPALIER STALKED LAVENDER STAR 24 15 GAL
AGAVE ATTENUATA FOX TAIL AGAVE 10 15 GAL

BUXUS MICROPHYLLA JAPONICA
"GREEN BEAUTY" BOXWOOD 9 15 GAL
DYMONDIA MARGARETAE SILVER CARPET 50 4"
Irrigation
S.Isaac
L2.3
Project No.

Sheet Number:
18-38
Revisions:

DATE NAM E
Drawn By:
# NAM E DATE
07/2021
Details
© 2019 Kiesel Design: The design ideas and plans
represented by these documents are the property of Kiesel Design. Use or copy is permitted by contract only. The use or revisions of these ideas or plans is prohibited without the written permission of Kiesel Design.

Type:

Title:

Submittal Date:

October 5, 2020
K I E S E L • D E S I G N
Kiesel Landscape
Architecture, Inc.
422 E Main Street
Ventura, CA 93001
(p) 805.947.0730
[email protected]
CL# 5206
664 Oak Grove Gym
664 Oak Grove Drive
Montecito, CA 93108
APN# 007-140-023

12.31.22 #
Construction Documents
1 10.19.20 Arch. Revised
2 03.22.21 Arch. Revised

08.16.21 3 07.16.21 Arch. Revised
4 08.16.21 Irrig. Revised
30" LENGTH OF WIRE, COILED,

W/WATERPROOF CONNECTION

BALL VALVE
PVC SCH 80 NIPPLE, LENGTH AS REQUIRED
PVC SCH 40 ELL, OR TEE

PVC MAINLINE PIPE

FINISH GRADE TOP OF MULCH

WYE FILTER

CONTROL ZONE VALVE

PRESSURE REGULATOR

VALVE BOX WITH COVER

LATERAL PIPE
BRICK, 4 TOTAL
3" MIN. DEPTH OF 3/4 GRAVEL
1 2
5 4
3 6
8 7
10 9
11 12
13 1
2 5
4 3
4 3
4 6
8 7
10 9
11 12
13 Remote Control Valve for Spray 16 Scale: NTS
Remote Control Valve for Drip 15 Scale: NTS
3" MIN.

VALVE ID TAG
30" LENGTH OF WIRE, COILED

WATERPROOF CONNECTION
PVC SCH 40 MALE ADAPTER

PVC LATERAL PIPE
3" MIN. DEPTH OF 3/4 GRAVEL
BRICK, 4 TOTAL

FINISH GRADE/TOP OF MULCH

REMOTE CONTROL VALVE

VALVE BOX WITH COVER
PVC SCH 80 NIPPLE, LENGTH AS

REQUIRED
PVC SCH 40 ELL

PVC MAINLINE PIPE
1 2
5 4
3 6
8 7
10 9
11 12
13 8
10 9
11 13
12 11 12
Master Valve & Flow Sensor 14 Scale: 1" = 1'-0" Section 30" MAX. 12" MIN. direction of flow
refer to local code
12"
12"
500
W
L K

I I S N
2 1
3 4
5 6
7 REDUCED PRESSURE TYPE BACKFLOW

PREVENTER

SHUT-OFF BALL VALVE

BRASS WYE STRAINER

BRASS PRESURE REGULATOR (IF
SOURCE PRESSURE IS OVER 100 PSI)

BRASS THREADED NIPPLE

BRASS UNION
6 MIL. PIPE WRAP
BRASS ELBOW, TYP.

PVC MAINLINE-CONNECT TO BRASS

ELBOWS WITH PVC MALE ADAPTERS (NOT
SHOWN)
1 CF CONCRETE SUPPORT; POUR IN

PLACE AROUND BRASS PIPE
1 2
5 4
3 6
8 7
10 9
8 10
9 Backflow Preventer 13 Scale: 1" = 1'-0" Section
FLOW
1 FINISH GRADE

JUMBO VALVE BOX AND COVER
CONTROL WIRES W/ 12" MIN. SERVICE COIL

AND WATERPROOF WIRE SPLICE
CONNECTORS. WIRE COLORS PER SPEC.'S

FLOW SENSOR PER SPECIFICATIONS
PVC 45 DEGREE ELL, TYP.

MINIMUM 10x PIPE DIA. UPSTREAM AND MIN. 5X
PIPE DIA. DOWNSTREAM OF STRAIGHT PIPE
PVC 45 DEGREE ELL (TYP.) BUSH DOWN TO

FLOW METER SIZE AS NECESSARY

PVC MAIN LINE-LENGTH AS REQUIRED
GRAVEL (1 CU. FT.)

CONTINUOUS BRICK SUPPORTS

VALVE BOX EXTENSIONS AS REQUIRED

PVC MALE ADAPTER

PVC MALE ADAPTER-BUSH DOWN TO FLOW

METER SIZE AS NECESSARY

MASTER VALVE PER SPECIFICATIONS
1 2
5 4
3 6
8 7
10 9
11 12
13 14
7 5
3 8
1 2
11 10
9 6 6
4 feet 0

TREE PLANTING
N.T.S. 5
feet 0

BACKFLOW PREVENTER
N.T.S. 2
Irrigation
S.Isaac
L2.3
Sheet Number:

Revisions:

DATE NAM E
Drawn By:
# NAM E DATE
07/2021
Details
© 2019 Kiesel Design: The design ideas and plans
represented by these documents are the property of Kiesel Design. Use or copy is permitted by contract only. The use or revisions of these ideas or plans is prohibited without the written permission of Kiesel Design.

Type:

Title:

Submittal Date:

October 5, 2020
K I E S E L • D E S I G N
Kiesel Landscape
Architecture, Inc.
422 E Main Street
Ventura, CA 93001
(p) 805.947.0730
[email protected]
CL# 5206
664 Oak Grove Gym
664 Oak Grove Drive
Montecito, CA 93108
APN# 007-140-023

12.31.22 #
Construction Documents
1 10.19.20 Arch. Revised
2 03.22.21 Arch. Revised

08.16.21 3 07.16.21 Arch. Revised
4 08.16.21 Irrig. Revised
30" LENGTH OF WIRE, COILED,

W/WATERPROOF CONNECTION

BALL VALVE
PVC SCH 80 NIPPLE, LENGTH AS REQUIRED
PVC SCH 40 ELL, OR TEE

PVC MAINLINE PIPE

FINISH GRADE TOP OF MULCH

WYE FILTER

CONTROL ZONE VALVE

PRESSURE REGULATOR

VALVE BOX WITH COVER

LATERAL PIPE
BRICK, 4 TOTAL
3" MIN. DEPTH OF 3/4 GRAVEL
1 2
5 4
3 6
8 7
10 9
11 12
13 1
2 5
4 3
4 3
4 6
8 7
10 9
11 12
13 Remote Control Valve for Spray 16 Scale: NTS
Remote Control Valve for Drip 15 Scale: NTS
3" MIN.

PVC SCH 40 MALE ADAPTER

PVC LATERAL PIPE
3" MIN. DEPTH OF 3/4 GRAVEL
BRICK, 4 TOTAL

FINISH GRADE/TOP OF MULCH

REMOTE CONTROL VALVE

VALVE BOX WITH COVER
PVC SCH 80 NIPPLE, LENGTH AS

REQUIRED
PVC SCH 40 ELL

PVC MAINLINE PIPE
5 4
3 6
8 7
10 9
11 12
13 1
2 5
4 3
6 7
8 10
9 11
13 12
11 12
Master Valve & Flow Sensor 14 Scale: 1" = 1'-0" Section 30" MAX. 12" MIN. direction of flow
refer to local code
12"
12"
500
W
L K

I I S N
2 1
3 4
5 6
7 REDUCED PRESSURE TYPE BACKFLOW

PREVENTER

SHUT-OFF BALL VALVE

BRASS WYE STRAINER

BRASS PRESURE REGULATOR (IF
SOURCE PRESSURE IS OVER 100 PSI)

BRASS THREADED NIPPLE

BRASS UNION
6 MIL. PIPE WRAP
BRASS ELBOW, TYP.

PVC MAINLINE-CONNECT TO BRASS

ELBOWS WITH PVC MALE ADAPTERS (NOT
SHOWN)
1 CF CONCRETE SUPPORT; POUR IN

PLACE AROUND BRASS PIPE
1 2
5 4
3 6
8 7
10 9
8 10
9 Backflow Preventer 13 Scale: 1" = 1'-0" Section
FLOW
1 FINISH GRADE

JUMBO VALVE BOX AND COVER
CONTROL WIRES W/ 12" MIN. SERVICE COIL

AND WATERPROOF WIRE SPLICE
CONNECTORS. WIRE COLORS PER SPEC.'S

FLOW SENSOR PER SPECIFICATIONS
PVC 45 DEGREE ELL, TYP.

MINIMUM 10x PIPE DIA. UPSTREAM AND MIN. 5X
PIPE DIA. DOWNSTREAM OF STRAIGHT PIPE
PVC 45 DEGREE ELL (TYP.) BUSH DOWN TO

FLOW METER SIZE AS NECESSARY

PVC MAIN LINE-LENGTH AS REQUIRED
GRAVEL (1 CU. FT.)

CONTINUOUS BRICK SUPPORTS

VALVE BOX EXTENSIONS AS REQUIRED

PVC MALE ADAPTER

PVC MALE ADAPTER-BUSH DOWN TO FLOW

METER SIZE AS NECESSARY

MASTER VALVE PER SPECIFICATIONS
1 2
5 4
3 6
8 7
10 9
11 12
13 14
3 5
8 7
5 3
8 12
1 2
13 14
11 10
9 6 6
4 eral Lengths (Feet)
24" Spacing
al Flow (gph) Nominal Flow (gph)
250 424 322
294 508 368
350 586 414
402 652 474
420 720 488
455 780 514
" Spacing

0.9 0.6 0.9

INSET A
PVC supply pipe from
control zone kit
er spacing to be based on soil
vation. see Rain Bird XFS dripline
.
d not exceed the maximum length
oint of area.
sign pressure over 50 psi, it is
s be installed on each fitting.
spacing to be
nd changes in
ne installation
hould not exceed
ccompanying table.
gh point of area.
th design pressure
stainless steel
40 tee or ell (TYP.)
nifold
feet 0

MASTER VALVE
N.T.S. 4
feet 0

DRIP VALVE
N.T.S. 3
S.Isaac
Project No.
18-38
Revisions:

DATE NAM E
Drawn By:
# NAM E DATE
07/2021
© 2019 Kiesel Design: The design ideas and plans
represented by these documents are the property of Kiesel Design. Use or copy is permitted by contract only. The use or revisions of these ideas or plans is prohibited without the written permission of Kiesel Design.

Type:

Title:

Submittal Date:

October 5, 2020
K I E S E L • D E S I G N
Kiesel Landscape
Architecture, Inc.
422 E Main Street
Ventura, CA 93001
(p) 805.947.0730
[email protected]
CL# 5206
664 Oak Grove Gym
664 Oak Grove Drive
Montecito, CA 93108
APN# 007-140-023

12.31.22 #
Construction Documents
1 10.19.20 Arch. Revised
2 03.22.21 Arch. Revised

08.16.21 3 07.16.21 Arch. Revised
4 08.16.21 Irrig. Revised
30" LENGTH OF WIRE, COILED,

W/WATERPROOF CONNECTION

BALL VALVE
PVC SCH 80 NIPPLE, LENGTH AS REQUIRED
PVC SCH 40 ELL, OR TEE

PVC MAINLINE PIPE

FINISH GRADE TOP OF MULCH

WYE FILTER

CONTROL ZONE VALVE

PRESSURE REGULATOR

VALVE BOX WITH COVER

LATERAL PIPE
BRICK, 4 TOTAL
3" MIN. DEPTH OF 3/4 GRAVEL
1 2
5 4
3 6
8 7
10 9
11 12
13 1
2 5
4 3
4 3
4 6
8 7
10 9
11 12
13 Remote Control Valve for Spray 16 Scale: NTS
Remote Control Valve for Drip 15 Scale: NTS
3" MIN.

VALVE ID TAG
30" LENGTH OF WIRE, COILED

WATERPROOF CONNECTION
PVC SCH 40 MALE ADAPTER

PVC LATERAL PIPE
3" MIN. DEPTH OF 3/4 GRAVEL
BRICK, 4 TOTAL

FINISH GRADE/TOP OF MULCH

REMOTE CONTROL VALVE

VALVE BOX WITH COVER
PVC SCH 80 NIPPLE, LENGTH AS

REQUIRED
PVC SCH 40 ELL

PVC MAINLINE PIPE
1 2
5 4
3 6
8 7
10 9
11 12
13 1
2 5
4 3
6 7
8 10
9 11
13 12
11 12
Master Valve & Flow Sensor 14 Scale: 1" = 1'-0" Section 12" MIN.
direction of flow
ocal code
2 1
3 REDUCED PRESSURE TYPE BACKFLOW

PREVENTER

SHUT-OFF BALL VALVE

BRASS WYE STRAINER

BRASS PRESURE REGULATOR (IF
1 2
4 3
FLOW
1 FINISH GRADE

JUMBO VALVE BOX AND COVER
CONTROL WIRES W/ 12" MIN. SERVICE COIL

AND WATERPROOF WIRE SPLICE
CONNECTORS. WIRE COLORS PER SPEC.'S

FLOW SENSOR PER SPECIFICATIONS
PVC 45 DEGREE ELL, TYP.

MINIMUM 10x PIPE DIA. UPSTREAM AND MIN. 5X
PIPE DIA. DOWNSTREAM OF STRAIGHT PIPE
PVC 45 DEGREE ELL (TYP.) BUSH DOWN TO

FLOW METER SIZE AS NECESSARY

PVC MAIN LINE-LENGTH AS REQUIRED
GRAVEL (1 CU. FT.)

CONTINUOUS BRICK SUPPORTS

VALVE BOX EXTENSIONS AS REQUIRED

PVC MALE ADAPTER

PVC MALE ADAPTER-BUSH DOWN TO FLOW

METER SIZE AS NECESSARY

MASTER VALVE PER SPECIFICATIONS
1 2
5 4
3 6
8 7
10 9
11 12
13 14
7 5
3 8
1 2
11 10
9 6 6
4 PERMEABLE PAVER: ANGELUS PERMEABLE COURTYARD
PAVERS, SAND-STONE-MOCHA. ASHLAR PATTERN

KEY NOTES
1 2
3 4
(E) SIDEWALK: TO REMAIN
6' TALL WOODEN FENCE ON PROPERTY LINE: NATURAL
FINISH
5 6 STUCCO SITE WALL: 42" TALL SMOOTH STUCCO SITE

WALL TO MATCH HOUSE
7 (P) CURB CUT AND APRON:
8 (E) 30" SYCAMORE TREE TO BE PROTECTED IN PLACE:

SEE ARBORIST REPORT
9 (E) PALM TREE TO REMAIN:
10 (E) WATER METER: 3/4" WATER METER, 1 1/2" MAIN.

WATR METER SIZE IS TO BE APPROVED BY THE CITY
FIRE DEPARTMENT. (PROTECT IN PLACE)
11 (P) GAS METER: 1 1/2" MAIN LINE TO BUILDING
12 (P) N200 AMP PANEL:WORKING CLEARANCE: PROVIDE
30" WIDE X 36" DEEP WORKING CLEARANCES AT
PANELS. CEC SEC. 110.26 (A)(1). PROVIDE 6'-6" HEAD
ROOM AT SERVICE PANEL. CEC 110.26 (2) & (3).
(P) A/C COMPRESSOR: WITH DISCONNECT SWITCH

THAT IS REQUIRED WITHIN SIGHT OF AND NOT OVER
50 FT FROM AIR CONDITIONER PER CMC 903.2.7.
(P) FIRE SPRINKLER RISER
13 14
TREE PROTECTION FENCING: SEE TPP AND ARBORIST
REPORT
15 FLAGSTONE: ON CONCRETE PAD
16 3/8 " GRAVEL MULCH:
17 36" TALL WOODEN FENCE ON PROPERTY LINE: NATURAL
FINISH. FOR THE FIRST 20' IN FROM DORRANCE FOR
VISION CLEARANCE.

RIBBON DRIVEWAY: 51 15 GAL
WUCOLS
MED

VERY LOW
MED
LOW
MED
LOW
TREES
SHRUBS
IRIS 'NADA' BUTTERFLY IRIS 16 1 GAL
LOW
@ FLAGSTONE JOINTS

MATERIAL LEGEND
PEA GRAVEL 3/8"

DEL RIO OR

HANDLY GOLD
FLAGSTONE:

BUCKSKIN OR OKLAHOMA
PERMEABLE PAVER:

ANGELUS PERMEABLE

COURTYARD PAVERS,
SAND-STONE-MOCHA.

ASHLAR PATTERN

DECOMPOSED GRAITE SYNTHETIC LAWN

RHAPHIOLEPIS UMBELLATA
'MINOR'

DWARF YEDDA
HAWTHORN 46 15 GAL LOW DYH

ANIGOZANTHOS
' ORANGE CROSS'

ORANGE CROSS
KANGAROO PAWS 7 5 GAL MED-LOW

ANIGOZANTHOS
' RED CROSS'

RED CROSS
KANGAROO PAWS 9 5 GAL MED-LOW

ANIGOZANTHOS
'YELLOW GEM'

YELLOW GEM
KANGAROO PAWS 9 5 GAL MED-LOW

PENNISETUM SETACEUM
'RUBRUM'

PURPLE FOUNTAIN
GRASS 8 5 GAL LOW

CHONDROPETALUM TECTORUM
'EL COMPO' CAPE RUSH 10 5 GAL LOW

SUCCULENTS

GRASSES

GROUNDCOVER
CAREX DIVULSA BERKELEY SEDGE 220 1 GAL LOW
PHORMIUM ' AMAZING RED' NEW ZELAND FLAX 6 5 GAL LOW
THYMUS PRAECOX CREEPING THYME 9 FLATS LOW/MED

ARMERIA MARITIMA A

SEA PINK,
THRIFT SEAPINK 45 1 GAL MED

333 LINDEN DUPLEX
333 LINDEN, CARPINTERIA, CA 93013

PB LIVING TRUST
PROJECT:

LOCATION:

OWNER: 11-05-2025

MATERIAL BOARD
MANUFACTURER:

LA HABRA
COLOR:

EXT. STUCCO
NAVAJO WHITE P-525
BASE 100

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4465 GRANITE DR. STE. 1027
ROCKLIN CA, 95677
805.852.1677
I
MANUFACTURER:

CABOT
COLOR:

CHESTNUT
BROWN
EXT. WOOD
STAIN
MANUFACTURER:

NATURAL STONE
5 POINT DESIGN

SANTA BARBAR

SANDSTONE
MANUFACTURER:

METAL WINDOW CORP

WINDOWS &
DOORS
COLOR:

DARK BRONZE
MANUFACTURER:

BORAL

TILE ROOF
COLOR:
2-PIECE BOOSTED

BARCELONA CAPS

ON ALL EDGES

AND FOR FIRST

THREE ROWS ON

ALL EAVES, WITH

BOOSTED CAPS
MIXED
IN FOR 15% OF

FIELD,CASA

GRANDE BLEND
MANUFACTURER:

HAMPTON BAY

PATH LIGHT
COLOR:

DARK BRONZE

2.3 WATT LED

PATH LIGHT
MANUFACTURER:

MAXIM
MODEL:

WHISPER DARK SKY

DARKSKY

LIGHT FIXTURE
LED:
1-8 WATT INTEGRATED

LINDEN AVENUE

DORRANCE WAY
Building
Building
LOT 5
LOT 1
LOT 2
Proposed Lot Line to be Deleted Lot Line
to be removed

PARCEL A

PARCEL B
DATE: 8-26-2025 JOB No.: 22-57 DRAWN BY: JEREMY HENRY SHEET: 1 OF 1

HENRY LAND SURVEYING

JEREMY HENRY - LAND SURVEYOR
619 Crestview Drive, Ojai, Ca. 93023
[email protected]
(805) 216-6124
LOT LINE ADJUSTMENT No._____
City of Carpinteria
County of Santa Barbara, State of California
0' 40' 80' 120'
FEET
SCALE: 1" = 40'
NORTH
Jeremy Henry PLS 8135 Date

SITE PLAN
8 1 3 5
P L S
P
ROFES

IONAL LAND SURVEYO
R
J E

R E M Y H E N
R
Y
8-26-2025

LINDEN AVENUE

DORRANCE WAY

PARCEL A

PARCEL B
Proposed Lot Lines to be Deleted Lot Line
LOT 1
R1
LOT 2
R1
LOT 5
R1
LOT 6
R1
E-2
E-1
DATE: 8-26-2025 JOB No.: 22-57 DRAWN BY: JEREMY HENRY SHEET: 1 OF 1

HENRY LAND SURVEYING

JEREMY HENRY - LAND SURVEYOR
619 Crestview Drive, Ojai, Ca. 93023
[email protected]
(805) 216-6124
LOT LINE ADJUSTMENT No._____
City of Carpinteria
County of Santa Barbara, State of California
0' 40' 80' 120'
FEET
SCALE: 1" = 40'
NORTH
Jeremy Henry PLS 8135 Date
EXHIBIT "B"

AREA TABLE

EXISTING ACREAGE
LOT 1 & 5 per R1 0.22 acres
LOT 2 per R1 0.12 acres
TOTAL 0.34 acres

PROPOSED ACREAGE
PARCEL A 0.17 acres
PARCEL B 0.17 acres
TOTAL 0.34 acres
8 1 3 5
P L S
P
ROFES

IONAL LAND SURVEYO
R
J E

R E M Y H E N
R
Y
8-26-2025
R1 = Book 9,
Maps & Surveys,

The courses and distances
shown hereon are based on
record and are not the results of
a field survey or mathematically
closed boundary survey, which
might result in different values. EASEMENTS:

E-1: General Telephone
Company of California
1436 OR 450
E-2: General Telephone
Company of California
1436 OR 451

Attachment A
Exhibit 3:

Recommended Conditions of Approval
Coeler New Residence
23-2232-DP/LLA/CDP/ARB
June 1, 2026

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

PLANNING COMMISSION HEARING
PROJECT 23-2232-DP/LLA/CDP/ARB
333 & 355 LINDEN AVENUE
(APNs 003-440-027 & -028)
JUNE 1, 2026
ATTACHMENT A, EXHIBIT 3: CONDITIONS OF APPROVAL

COELER NEW RESIDENCE & LOT LINE ADJUSTMENT
The Conditions set forth in this permit affect the title and possession of the real property that is the subject of this permit and shall run with the real property or any portion thereof. All the terms, covenants, conditions and restrictions herein imposed shall be binding upon and inure to the benefit of the owner (applicant, developer), his or her heirs, administrators, executors, successors and assigns. Upon any sale, division or lease of real property, all the conditions of this permit shall apply separately to each portion of the real property and the owner (applicant, developer) and/or possessor of any such portion shall succeed to and be bound by the obligations imposed on the owner (applicant, developer) by this permit.

PROJECT DESCRIPTION

1. This Development Plan, Lot Line Adjustment, and Coastal Development Permit are based upon and limited to compliance with the project description, the hearing exhibits (Attachment A, Exhibit 2 to the staff report dated June 1, 2026), and conditions of approval set forth below. Any deviations from the project description, exhibits or conditions must be reviewed and approved by the City for conformity with this approval. Deviations may require approved changes to the permit and/or further environmental review. Deviations without the above-described approval will constitute a violation of permit approval.

The project description is as follows:

Request for a Development Plan, Lot Line Adjustment, and Coastal Development Permit to construct a new 3,520 square-foot two-story single-family dwelling with a detached 840 square-foot three-car garage. The maximum roof ridge height of the residence would be

24.08 feet above finished grade, and the height of the detached garage would be 14.5 feet.

The project would include new landscaping and hardscape, including a new curb cut and driveway from Dorrance Way. A 30-inch diameter Platanus racemosa (Western Sycamore) is proposed to be protected and retained in place on site. The 912 square-foot detached garage at 355 Linden Avenue would be demolished to remedy an encroachment onto the 333 Linden property. Approximately 67 cubic yards of soil would be imported for site preparation. Access would be from Dorrance Way via the new driveway.

The project includes a Lot Line Adjustment between 333 and 355 Linden Avenue. The property at 355 Linden Avenue (Parcel A) is 9,787.5 square feet in size and is currently an “L” shaped lot with a portion of its property extending behind 333 Linden Avenue. The

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

property at 333 Linden Avenue (Parcel B) is a 5,287.5 square-foot rectangular lot. The LLA would reconfigure the common lot lines to become a single straight line between the two parcels and take 2,250 square feet from Parcel A and add it to Parcel B, resulting in two equally sized 7,7537.5 square-foot parcels. A 15-foot-wide non-exclusive easement for the benefit of Parcel B is proposed across the rear of Parcel A for ingress and egress from Dorrance Way.

The grading, development, use, and maintenance of the property, the size, shape, arrangement, and location of structures, parking areas and landscape areas, and the protection and preservation of resources shall conform to the project description above and the hearing exhibits and conditions of approval below. The property and any portions thereof shall be sold, leased or financed in compliance with this project description and the approved hearing exhibits and conditions of approval hereto. All plans (such as Landscape Plans) must be submitted for review and approval and shall be implemented as approved by the City.

COMMUNITY DEVELOPMENT DEPARTMENT PROJECT SPECIFIC CONDITIONS

2. Any exterior night lighting installed on the project site shall be of low intensity, low glare design, minimum height, and shall be hooded to direct light downward onto the subject parcel and prevent spill-over onto adjacent parcels. Plan Requirements: The selected fixtures for all exterior lighting fixtures shall be depicted on plans to be reviewed and approved by CDD and shall conform to what was presented to and approved by the ARB.

Monitoring: CDD shall review plans prior to the Building Permit approval. CDD shall site inspect prior to occupancy clearance.

3. The design, scale and character of the project architecture, landscape and signage (as applicable) shall be compatible and blend harmoniously with vicinity development and consistent with the City’s “small beach town” character. Plan Requirement and Timing:

The applicant shall submit plans for the project for final review by the Architectural Review Board prior to approval of any Building Permit for physical development.

Monitoring: Community Development Department staff (CDD) shall review submitted plans, provide direction to the ARB regarding this condition and site inspect during the construction phase.

4. All materials and colors used in construction and all landscape materials shall be as represented to the City and any deviation will require the express review of the Community Development Department.

5. The existing 912 square-foot detached garage on 355 Linden Avenue (APN 003-440-027) and any other accessory structures (tool sheds, gazebos, etc.) that encroach onto the property at 333 Linden Avenue (APN 003-440-028) shall be removed prior to the issuance of any Grading or Building Permits for the new residence at 333 Linden Avenue. Plan Requirement and Timing: The applicant shall apply for and obtain a Demolition Permit, demolish the structure(s), and obtain a final inspection to verify the demolition of the

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

garage and any other encroaching accessory structures prior to the issuance of any Grading or Building Permits for new development. Monitoring: Community Development Department staff (CDD) shall review submitted plans and conduct site inspections to verify removal.

6. In order to protect existing native trees and minimize adverse effects of grading and construction onsite, the applicant shall implement a tree protection and replacement plan.

No ground disturbance, including grading, shall occur within the critical root zone of any native tree unless specifically authorized by the approved tree protection and replacement plan. The tree protection and replacement plan shall include the following:
a. An exhibit showing the location, diameter and critical root zone of all native trees located onsite.
b. Fencing of all trees to be protected at or outside of the critical root zone.

Fencing shall be at least three feet in height of chain link or other material acceptable to CDD and shall be staked every six feet. The applicant shall place signs stating “tree protection area” at 15-foot intervals on the fence.

Said fencing and signs shall be shown on the tree protection exhibit, shall be installed prior to commencement of grading and/or construction and shall remain in place throughout all grading and construction activities. c. The tree protection plan shall clearly identify any areas where landscaping, grading, trenching or construction activities would encroach within the critical root zone of any native or specimen tree. All encroachment is subject to review and approval by CDD.
d. Construction equipment staging and storage areas shall be located outside of the protected area and shall be depicted on project plans submitted for issuance of a Grading or Building Permit. No construction equipment shall be parked, stored or operated within the protected area. No fill soil, rocks or construction materials shall be stored or placed within the protected area.
e. All proposed utility corridors and irrigation lines shall be shown on the tree protection exhibit. New utilities shall be located within roadways, driveways or a designated utility corridor such that impacts to trees are minimized.
f. Any proposed tree wells or retaining walls shall be shown on the tree protection plan exhibit as well as grading and construction plans and shall be located outside of the critical root zone of all protected trees unless specifically authorized.
g. Any encroachment within the critical root zone of native trees shall adhere to the following standards:

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

i. Any paving shall be of pervious material (gravel, brick without mortar or turf block).
ii. Any trenching required within the critical root zone of a protected tree shall be done by hand.
iii. Any roots one inch in diameter or greater encountered during grading or trenching shall be cleanly cut and sealed.
h. All trees located within 25 feet of buildings shall be protected from stucco and/or paint during construction.
i. No permanent irrigation shall occur within the critical root zone of any native tree. Drainage plans shall be designed so that tree trunk areas are properly drained.
j. Only trees designated for removal on the approved tree protection plan shall be removed.
k. Any protected trees which are removed, relocated and/or damaged (more than 20% encroachment into the critical root zone) shall be replaced on a 10:1 basis with one gallon size saplings grown from seed obtained from the same watershed as the project site. Where necessary to remove a tree and feasible to replant, trees shall be boxed and replanted. A drip irrigation system with a timer shall be installed. Trees shall be planted prior to issuance of occupancy clearance and irrigated and maintained until established (three years). The plantings shall be protected from predation by wild and domestic animals and from human interference by the use of staked, chain link fencing and gopher fencing during the maintenance period.
l. Any unanticipated damage that occurs to trees or sensitive habitats resulting from construction activities shall be mitigated in a manner approved by CDD. This mitigation may include but is not limited to posting of a performance security, tree replacement on a 10:1 ratio and hiring of an outside consultant biologist to assess the damage and recommend mitigation. The required mitigation shall be done immediately under the direction of CDD prior to any further work occurring on site. Any performance securities required for installation and maintenance of replacement trees will be released by CDD after its inspection and approval of such installation.

Plan Requirements: Prior to issuance of a Grading or Building Permit, the applicant shall submit grading plans, building plans and the tree protection and replacement plan to CDD for review and approval. All aspects of the plan shall be implemented as approved. Prior to issuance of a Grading or Building Permit, the applicant shall successfully file and receipt evidence of posting a performance

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

security which is acceptable to CDD to guarantee tree replacement. Timing:

Timing on each measure shall be stated where applicable; where not otherwise stated, all measures shall be in place throughout all grading and construction activities. Monitoring: CDD shall conduct site inspections throughout all phases of development to ensure compliance with and evaluate all tree protection and replacement measures. Release of performance security requires CDD staff signature.

7. Construction parking, staging, and materials storage shall be located onsite and in a manner that does not obstruct public parking for coastal access. Plan Requirements and Timing: A plan that depicts the location of onsite construction parking, staging areas, and materials storage shall be shown on the plans submitted to the Community Development Department for review prior to issuance of a Building Permit. Monitoring: CDD staff shall site inspect for compliance prior to and as needed during all grading and construction activities.

8. In compliance with the Water Conservation in Landscaping Act of 2006 (Assembly Bill 1881, Laird) ) as amended by the May 29, 2015 Information Bulletin 2015-03 from the Department of Housing and Community Development and Chapter 15.90 of the City’s Municipal Code: Water Efficient Landscaping, a Landscape Documentation Package containing the following elements shall be prepared by a design professional: PROJECT INFORMATION; WATER EFFICIENT LANDSCAPE WORKSHEET; SOIL MANAGEMENT REPORT; LANDSCAPE DESIGN PLAN; IRRIGATION DESIGN PLAN; and GRADING DESIGN PLAN. The preparation of a Certificate of Completion containing the following elements shall also be prepared by a design professional: CERTIFICATION OF INSTALLATION (per the approved plan); FINAL SOILS INFORMATION; IRRIGATION SCHEDULING PARAMETERS; MAINTENANCE SCHEDULES; and IRRIGATION AUDIT REPORT. Plan Requirements and Timing: Prior to approval of a Building Permit, the applicant shall submit a Landscape Documentation Package to the CDD for review and approval. The CDD shall send a copy of the Documentation Package the Carpinteria Valley Water District. The applicant shall enter into an agreement with the City to install required landscaping and irrigation and maintain required landscaping for the life of the project. Subsequent to installation of the approved Grading, Landscape and Irrigation Plans, the applicant shall submit a Certificate of Completion to CDD for review and approval. The Landscape Documentation Package and Certificate of Completion forms are available at the CDD, and are required to be approved by the CDD prior to Occupancy Clearance. Monitoring: CDD shall conduct site visits to ensure installation and maintenance of landscape and irrigation.

9. All mechanical equipment including heating and air conditioning units, and trash receptacle areas, shall be completely screened from surrounding properties and shall be either enclosed within a building or parapet, or located in a fenced rear yard area. Plan Requirements: The locations of all exterior mechanical equipment shall be depicted on a Roof and/or Mechanical Equipment Plan to be reviewed and approved by CDD with input from the ARB. Monitoring: CDD and ARB shall review the Roof and/or Mechanical Equipment Plan for compliance with this measure prior to approval of a Building Permit

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

for the development. Building Inspector shall inspect structures upon completion to ensure that mechanical equipment has been installed consistent with the approved Plan.

10. Final plans shall include the location of all above ground and vaulted appurtenances including, but not limited to, utility vaults, gas meters, fire backflow prevention systems, and check valves. The location of such appurtenances shall be approved by CDD and may be required to be located and/or screened to as to minimize aesthetic impacts.

11. The recommendations outlined in the project specific geotechnical investigation shall be followed in the construction of the subject project and the applicants shall be required to have the project engineering geologist onsite to observe all excavations prior to placement of compacted soil, gravel backfill, or rebar and concrete. Plan Requirements/Timing:

Two copies of the preliminary foundation investigation shall be submitted with the building plans for building permit plan check. Applicable plan sheets (i.e., grading, foundation, etc.) shall be in substantial compliance with the recommendations outlined in the soils report. The project engineering geologist shall be onsite during excavation, recompaction and foundation preparation work, as applicable. Monitoring: Building Inspector shall review and approve building plans and shall site inspect during construction, prior to occupancy clearance.

12. In the event archaeological remains are encountered during grading, work shall be stopped immediately or redirected until a CDD-qualified archaeologist and Native American representative are retained by the applicant to evaluate the significance of the find pursuant to Phase 2 investigations of the City Archaeological Guidelines. If remains are found to be significant, they shall be subject to a Phase 3 mitigation program consistent with City Archaeological Guidelines and funded by the applicant. Plan Requirements/Timing: This condition shall be printed on all building and grading plans. Monitoring: CDD shall check plans prior to issuance of a Grading or Building Permit and shall spot check in the field.

13. Construction activity for site preparation and for future development shall be limited to the hours between 7:00 a.m. and 5:00 p.m., Monday through Friday. No construction shall occur on weekends or State holidays (e.g., Thanksgiving, Labor Day). Construction equipment maintenance shall be limited to the same hours. Non-noise generating construction activities such as interior painting are not subject to these restrictions. Plan Requirements: A sign stating this restriction shall be provided to the applicant and posted onsite. Timing: The sign shall be in place prior to the beginning of and throughout all construction activities. Violations may result in suspension of permits. Monitoring:

Building Inspector shall spot check and respond to complaints.

14. All construction equipment shall be maintained in proper operating condition and fitted with standard noise reduction features (e.g., mufflers). Timing: During all construction activities. Monitoring: CDD staff shall notify the contractor of this requirement prior to construction and spot check in the field.

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

15. Construction materials and waste such as paint, mortar, concrete slurry, fuels, etc. shall be stored, handled, and disposed of in a manner which minimizes the potential for storm water contamination. Plan Requirements and Timing: Bulk storage locations for construction materials and any measures proposed to contain the materials shall be shown on the plans submitted to the Community Development Department for review prior to issuance of a Building Permit. Monitoring: CDD staff shall site inspect prior to the commencement and as needed during all grading and construction activities.

16. During construction, washing of concrete trucks, paint, equipment or similar activities shall occur only in areas where polluted water and materials can be contained for subsequent removal from the site. Wash water shall not be discharged to the storm drains, street, drainage ditches, creeks or wetlands. The location of the washout area shall be clearly noted at the construction site with signs. Plan Requirements: The applicant shall designate a washout area, acceptable to CDD, and this area shall be shown on the construction and/or grading and building plans. Timing: The wash off area shall be designated on all plans prior to issuance of a Grading or Building Permit. The washout area shall be in place and maintained throughout construction. Monitoring: CDD shall check plans prior to issuance of a Grading or Building Permit and staff shall site inspect throughout the construction period to ensure proper use and maintenance of the washout area.

17. Sixty-five percent (65%) or more of all construction and demolition debris generated shall be diverted from the landfill, as mandated by Carpinteria Municipal Code. Demolition and/or excess construction materials shall be separated onsite for reuse/recycling or proper disposal (e.g., concrete asphalt). During demolition and grading, separate bins for recycling of construction materials and brush shall be provided onsite. Plan Requirements: This requirement shall be printed on demolition plans. Applicant shall submit a Waste Management Plan (WMP) prior to demolition and provide Public Works with a completed WMP, including receipts for recycled materials to demonstrate compliance with the City’s Construction and Demolition Program’s 65% mandatory diversion rates. Timing:

Materials shall be recycled as necessary throughout demolition and grading activities.

Monitoring: Public Works shall review and approve a completed WMP prior to issuance of a Building Permit.

18. To prevent construction and/or employee trash from blowing offsite, covered receptacles shall be provided onsite prior to commencement of grading or construction activities.

Waste shall be picked up weekly or more frequently as directed by CDD staff. Plan Requirements and Timing: Prior to Building Permit issuance, applicant shall designate and provide to CDD the name and phone number of a contact person to monitor trash/waste and organize a clean-up crew. Trash control shall occur throughout all grading and construction activities. Monitoring: CDD shall inspect periodically throughout grading and construction activities.

19. Best available erosion and sediment control measures shall be implemented during grading and construction. Best available erosion and sediment control measures may include but are not limited to use of sediment basins, gravel bags, silt fences, geo-bags or gravel and

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

geotextile fabric berms, erosion control blankets, coir rolls, jute net and straw bales. Storm drain inlets shall be protected from sediment-laden waters by use of inlet protection devices such as gravel bag barriers, filter fabric fences, block and gravel filters, and excavated inlet sediment traps. Sediment control measures shall be maintained for the duration of the construction period. Construction entrances and exits shall be stabilized using gravel beds, rumble plates, or other measures to prevent sediment from being tracked onto adjacent roadways. Any sediment or other materials tracked off site shall be removed the same day as they are tracked using dry cleaning methods. Plan Requirements: An erosion and sediment control plan shall be submitted to and approved by the City prior to issuance of a Grading or Building Permit. The plan shall be designed to address erosion and sediment control during all phases of development of the site. Timing: The plan shall be implemented prior to the commencement of construction. Monitoring: Public Works shall perform site inspections throughout construction.

20. Dust generated by the development activities shall be kept to a minimum with a goal of retaining dust on the site by following the dust control measures listed below. During clearing, grading, earth moving, excavation or transportation of cut or fill materials, water trucks or sprinkler systems shall be used to prevent dust from leaving the site and to create a crust after each day’s activities cease.
a. During construction, use water trucks or sprinkler systems to keep all areas of vehicle movement damp enough to prevent dust from leaving the site. At a minimum, this shall include wetting down such areas in the late morning and after work is completed for the day. Increased watering frequency shall be required whenever the winds speed exceeds 15 miles per hour. Reclaimed water should be used whenever possible.
b. Minimize amount of disturbed area and reduce on site vehicle speeds to 15 miles per hour or less.
c. If importation, exportation and stockpiling of fill material is involved, soil stockpiled for more than two days shall be covered, kept moist or treated with soil binders to prevent dust generation. Trucks transporting fill material to and from the site shall be tarped form the point of origin.
d. After clearing, grading, earth moving or excavation is completed, treat the disturbed area by watering, or revegetating, or by spreading soil binders until the area is paved or otherwise developed so that dust generation will not occur.

Plan Requirements: All requirements shall be shown on the grading and building plans.

Timing: Condition shall be adhered to throughout all grading and construction activities.

Monitoring: CDD shall ensure measures are on plans. Grading and Building Inspectors shall spot check and ensure compliance onsite. APCD inspectors shall respond to nuisance complaints.

21. The contractor or builder shall designate a person or persons to monitor the dust control program and to order increased watering as necessary to prevent transport of dust off-site.

Their duties shall include holiday and weekend periods when work may not be in progress.

Plan Requirements: The name and telephone number of such persons shall be provided to the APCD and the Community Development Department. Timing: The dust monitor shall

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

be designated prior to issuance of a Grading or Building Permit. Monitoring: CDD shall contact the designated monitor as necessary to ensure compliance with dust control measures.

22. The following Diesel Exhaust Control Measures should be implemented during construction activities:
a. Diesel construction equipment meeting the California Air Resources Board’s current emission standards for off-road heavy-duty diesel engines shall be used. b. The engine size of construction equipment shall be the minimum practical size. c. The number of construction equipment operation simultaneously shall be minimized through efficient management practices to ensure that the smallest practical number is operating at any one time.
d. Construction equipment shall be maintained in tune per the manufacturer’s specifications.
e. Construction equipment operating onsite shall be equipped with two-to-fourdegree engine timing retard or pre-combustion chamber engines. f. Catalytic converters shall be installed on gasoline-powered equipment, if feasible. g. Catalytic converters, diesel oxidation catalysts and diesel particulate filters as certified and/or verified by EPA or California shall be installed on equipment operating onsite.
h. Diesel powered equipment should be replaced by electric equipment whenever feasible.
i. State law requires that idling of heavy-duty diesel trucks during loading and unloading shall be limited to five minutes; auxiliary power units should be used whenever possible.

Plan Requirements: All requirements shall be shown on grading and building plans.

Timing: Condition shall be adhered to throughout all grading and construction activities.

Monitoring: CDD shall ensure measures are on plans. Grading and Building Inspectors shall spot check and ensure compliance onsite.

23. This Development Plan and Coastal Development Permit does not constitute approval for the installation of new and/or repair of existing underground utilities. All modifications to, or installations of new utilities shall be under separate permit(s) from the appropriate utility providers and the Public Works Department for any work within the public right-of-way.

Utility provider permission for excavation shall precede issuance of any permits for construction within the public right-of-way.

DEVELOPMENT PLAN CONDITIONS

24. Approval of the Development Plan and Coastal Development Permit shall expire two (2) years after approval by the Planning Commission unless prior to the expiration date, substantial physical construction has been completed on the development or a time extension has been applied for by the applicant. The decision-maker with jurisdiction over the project may, upon good cause shown, grant a time extension.

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

25. If the applicant requests a time extension for this permit, the permit may be revised to include updated language to standard conditions and/or mitigation measures and additional conditions and/or mitigation measures which reflect changed circumstances or additional identified project impacts. Mitigation fees shall be those in effect at the time of issuance of a Building Permit.

26. No permits for development shall be issued except in conformance with the approved Development Plan, Lot Line Adjustment, and Coastal Development Permit. The size, shape, arrangement, use and location of buildings, walkways, parking areas and landscaped areas shall be developed in conformity with the approved Development Plan and Lot Line Adjustment marked Attachment A, Exhibit 2, dated June 1, 2026. Substantial conformity shall be determined by the Community Development Department Director.

27. On the date a subsequent Development Plan is approved for this site, any previously approved but unbuilt plans shall become null and void.

28. To allow time for the utility companies to locate and mark their facilities for the contractor, the applicant shall telephone Underground Service Alert (USA) toll free at 1-800-227-2600 a minimum of 48 hours prior to the start of construction. For best response, provide as much notice as possible, up to 10 working days.

29. Existing and proposed easements for all utilities shall be located and described on the engineering plans or the architectural drawings prior to issuance of building permits.

LOT LINE ADJUSTMENT CONDITIONS

30. The Lot Line Adjustment and Grant of Easement (or Covenant of Easement) shall be recorded prior to the issuance of any Grading or Building Permits for new construction.

31. The following language shall be included on the deeds arising from the lot line adjustment:
“This deed arises from the lot line adjustment 23-2232-DP/LLA/CDP/ARB and defines a single parcel within the meaning of California Civil Code Section 1093.” Any document used to record the lot line adjustment shall include a statement that the document arises from a lot line adjustment that is intended to identify two legal parcels.

32. Before recordation of the Lot Line Adjustment, Developer shall provide the City Engineer and CDD with written evidence from the Santa Barbara County Clerk’s Office that Developer has executed and filed with the Clerk all certificates, statements and securities required by Government Code Sections 66492 and 66493.

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

CITY RULES & REGULATIONS/LEGAL REQUIREMENTS

33. This Development Plan, Lot Line Adjustment, and Coastal Development Permit are not valid until the Lot Line Adjustment is recorded and a Building Permit for the development has been obtained. The Lot Line Adjustment shall be recorded prior to Grading or Building Permit issuance. Failure to record the Lot Line Adjustment and obtain said Building Permit shall render this Development Plan, Lot Line Adjustment, and Coastal Development Permit null and void. Prior to the approval of the Building Permit, all of the conditions listed in this Development Plan, Lot Line Adjustment, and Coastal Development Permit that are required to be satisfied prior to approval of a Building Permit must be satisfied. Upon issuance of the Building Permit, the Lot Line Adjustment and Coastal Development Permit shall be valid. The effective date of this Permit shall be the date of expiration of the appeal period, or if appealed, the date of action by the City Council.

34. Before using any land or structure, or commencing any work pertaining to the erection, moving, alteration, enlarging, or rebuilding of any building, structure, or improvement, the applicant shall obtain a Building Permit. These Permits are required by ordinance and are necessary to ensure implementation of the conditions required by the Planning Commission. Before any Permits will be issued by the Community Development Department, the applicant must obtain written clearance from all departments having conditions; such clearance shall indicate that the applicant has satisfied all pre-construction conditions. A form for such clearance is available from Community Development.

35. All conditions of approval and mitigation measures shall be printed in their entirety on applicable pages of construction or building plans submitted to CDD. The approved set of plans shall be retained at the construction site for review by the Building Inspector during the course of construction.

36. Prior to issuance of a Building Permit, the applicant shall provide a signed copy of the Conditions or Approval on a form acceptable to Community Development. Such form may be obtained from the CDD office.

37. Prior to issuance of a Building Permit, the applicant shall pay all applicable CDD permit processing fees in full. Any outstanding plan check or inspection fees incurred during construction shall be paid in full prior to Occupancy clearance.

38. The applicant shall pay the statutory school fees in effect at the time of issuance of Building Permits to the Carpinteria Unified School District. Plan Requirements and Timing: The applicant shall submit final square footage calculations and the required fee payment to the School District prior to issuance of Building Permits. Monitoring: CDD shall ensure payment is made prior to issuance of a Building Permit.

39. In accordance with Chapter 15.80 of the Carpinteria Municipal Code, the applicant shall pay Development Impact Fees to the City prior to Building Permit issuance. The amount of the fees will be determined at the time permits are issued.

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

40. Prior to the issuance of any Building Permits, the applicant shall post a landscape security bond of $500.00 and comply with the following requirements:
a. All landscaping and irrigation plans shall be prepared by a State licensed landscape architect or similar professional as determined appropriate by CDD. b. The landscaping shall be maintained in good condition for the life of the project.

After landscaping has become established at three years and found to be in good condition, the security will be released.
c. Landscaping shall be drought resistant, low water species. d. Where feasible, locally adapted native plants shall be required. e. Prior to Occupancy Clearance, all landscaping and planting shall be installed; and
f. Specimen trees shall be appropriate to the site and shall be maintained in good condition so as to attain a full and healthy mature appearance.

41. Any change of use in the proposed buildings or structures shall be subject to environmental analysis and appropriate review by the City including Building Code compliance.

42. The conditions of this approval supersede all conflicting notations, specifications, dimensions, and the like which may be shown on submitted plans.

43. Any and all damage or injury to public property resulting from this development, including without limitation, City streets, shall be corrected or result in being repaired and restored to its original or better condition.

44. All requirements of the City of Carpinteria (including but not limited to public improvements as defined in the City of Carpinteria Municipal Code (CMC), Section

15.16.110) and any other applicable requirements of any law or agency of the State and/or any government entity or District shall be met.

45. The standards defined within the City's adopted model Building Codes (UBC; NEC; UMC; UFC; UPC; UHC) relative to the building and occupancy shall apply to this project.

46. Any minor changes may be approved by the City Manager and/or Community Development Director. Any major changes will require the filing of a modification application to be considered by the Planning Commission.

47. No building permits shall be issued for this project prior to meeting all required terms and conditions listed herein. When not specified herein, all conditions shall be satisfied prior to issuance of a building permit or prior to occupancy when allowed by the Community Development Director.

48. If, at any time, the City or Planning Commission determines that there has been, or may be, a violation of the findings or conditions of this Development Plan, Lot Line adjustment, and Coastal Development Plan, or of the Municipal Code regulations, a public hearing may

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

be held before the Planning Commission to review this permit. At said hearing, the Planning Commission may add additional conditions, or recommend enforcement actions, or revoke the permit entirely, as necessary to ensure compliance with the Municipal Code, and to provide for the health, safety, and general welfare of the City. The applicant shall reimburse the City for all costs associated with gaining compliance with the original conditions of approval.

49. In the event that any Condition of Approval imposing a fee, exaction, dedication or other mitigation measure is challenged by Applicant/Owner/Permittee in an action filed in a court of law or threatened to be filed therein which action is brought within the time period provided by law, this approval shall be suspended pending dismissal of such action, the expiration of the limitation period applicable to such action, or final resolution of such action. If any Condition of Approval is invalidated by a court of law, the entire project shall be reviewed by the City and substitute Conditions of Approval may be imposed.

50. The owner/applicant ("Owner") hereby agrees to defend, indemnify and hold harmless the City, its officers, employees, agents, consultants and independent contractors ("City's Agents") from any claim, action or proceeding ("Claims") against the City and the City's Agents to attack, review, set aside, void or annul, in whole or in part, the City's approval of the Development Plan, Lot Line Adjustment and Coastal Development Permit (the "Project"), or any condition attached thereto, or any proceedings, acts or determinations taken, done or made prior to the approval that were part of the approval process. Owner further agrees to indemnify and hold harmless the City and the City's Agents from any award of attorneys' fees or court costs made in connection with any Claim. Owner further agrees to pay any and all City costs, permits, attorneys' fees, engineering fees, license fees and taxes arising out of or concerning the Project, whether incurred prior to or subsequent to the date of approval and that the City's costs shall be reimbursed prior to this approval becoming valid. These commitments of defense and indemnification are material conditions of the approval of the Project. Nothing contained in this condition shall prevent the City or the City's Agents from independently defending any Claim. If the City or the City's Agents decide to independently defend a Claim, the City and the City's Agents shall bear their own attorneys' fees, expenses and costs of that independent defense.

51. Written authorization to proceed and consent to conditions of approval by the legal owner of the property shall be provided to the City prior to building permit issuance.

SPECIAL DISTRICT CONDITION LETTERS

52. Compliance with the attached Departmental and District letters is required as follows:
a) City of Carpinteria Public Works Department, dated July 26, 2023, b) City of Carpinteria Public Works Department- Sustainability Division, dated April 15, 2024,
c) Carpinteria Sanitary District, dated December 19, 2024, d) Carpinteria-Summerland Fire Protection District, dated December 19 2024, e) Carpinteria Valley Water District- Intent to Serve Letter, dated January 16, 2025, and f) Carpinteria Valley Water District- Condition Letter, dated January 16, 2025.

CONDITIONS OF APPROVAL
Coeler New Residence, #23-2232-DP/LLA/CDP/ARB; June 1, 2026

Approved by the Planning Commission on June 1, 2026.

I HAVE READ AND UNDERSTOOD, AND I WILL COMPLY
WITH ALL ABOVE STATED CONDITIONS OF THIS PERMIT.

Applicant/Property Owner Date

CITY OF CARPINTERIA, CALIFORNIA

CITY OF CARPINTERIA
5775 CARPINTERIA AVENUE CARPINTERIA, CA 93013-2603 • (805) 684-5405 • FAX (805) 684-5304 • www.carpinteria.ca.us Public Works Department
Memorandum
To: Syndi Souter, Associate Planner
Community Development Department
Via: John L. Ilasin, Public Works Director/City Engineer From: Jesus Montiel, Engineering Technician /s/
Date: July 26, 2023
Subject: 333 Linden Avenue, Project No. 23-2232-DP/CDP/ARB The Public Works Department has reviewed the project submittal dated July 19, 2023, and has the following conditions of approval:

CONDITIONS OF APPROVAL

1. Applicant shall pay its proportional share of Two Thousand Nine Hundred TwentyFive Dollars ($2,925) for the cost of concrete curb and gutter improvements as a part of the City of Carpinteria’s 2022 Pavement Rehabilitation Project.

2. An Engineering Permit shall be obtained from the City Engineer for any improvements or other encroachment work within the public right-of-way.

3. All improvements within the public right-of-way shall be completed to the satisfaction of the City Engineer prior to the issuance of a Certificate of Occupancy.

4. Record drawings or as-built plans shall be submitted to the City Engineer at time of final inspection for all work covered by an Engineering Permit. The record drawings or as-built plans shall be the original construction tracings or permanent mylar copies of a quality acceptable by the City Engineer.

5. A Transportation Permit shall be obtained from the City Engineer for operating or moving any vehicle or combination of vehicles or special mobile equipment in any of the acts as listed in Carpinteria Municipal Code Section 12.12.010.

6. All existing private property encroachments shall be removed from the City of Carpinteria public right-of-way.

7. All new and existing utility services shall be installed underground from the closest point of connection or utility pole and completed prior to any paving required for the project. No new utility poles shall be installed.

333 Linden Avenue, Project No. 23-2232-DP/CDP/ARB
Conditions of Approval
July 26, 2023

8. Stormwater control plans shall be in conformance with the County of Santa Barbara Technical Guide for Low Impact Development.

9. A Maintenance Agreement for permanent stormwater quality best management practices shall be submitted to the City Engineer for review and approval. The Maintenance Agreement shall include, at minimum, the following elements: (1) Operations and Maintenance Plan; (2) Legal description and plat of property; (3) Site plan of all permanent stormwater quality best management practices; (4) Property owner’s printed name, signature, and date of signing; and (5) Notary public acknowledgement.

10. Improvements in areas of special flood hazards as shown in the latest effective flood insurance rate map shall be constructed in conformance with the City floodplain management regulations (Carpinteria Municipal Code Chapter 15.50).

11. Construction and demolition debris generated shall be reported in conformance with the Construction and Demolition Debris Recycling Program. Sixty-five percent (65%) or more of all construction and demolition debris shall be diverted from the landfill. The Construction and Demolition Debris Recycling Program forms shall be completed and submitted to the City Engineer prior to the issuance of a Certificate of Occupancy.

12. Construction and demolition debris shall be separated on site into reuse, recycling, or disposal. Separate bins or containers for recycling of construction and demolition debris shall be provided on site.

13. Self-hauled disposal receipts from transfer stations shall be submitted to the City Engineer prior to the issuance of a Certificate of Occupancy.

14. Any self-hauled construction and demolition debris shall be reported in writing to the City Engineer. A contract waste hauler may be allowed for disposal of construction and demolition debris subject to the approval of the City Engineer.

End of Comments

CITY OF CARPINTERIA, CALIFORNIA

CITY OF CARPINTERIA
5775 CARPINTERIA AVENUE CARPINTERIA, CA 93013-2603 • (805) 684-5405 • FAX (805) 684-5304 • www.carpinteria.ca.us Public Works Department
Memorandum
To: Erin Maker, Environmental Program Manager
Public Works, Sustainability Division
From: Josefina Arechiga, Assistant Engineer /s/
Date: April 15, 2024
Subject: 333 Linden Avenue, Carpinteria, CA. 93013

CONDITIONS OF APPROVAL
This project is subject to the Central Coast Post-Construction Runoff Controls.

Please refer to the County of Santa Barbara Stormwater Technical Guide for Low Impact Development. The guide is available through the link provided below, along with stormwater control plan templates.

Watershed Management - Construction & Development - City of Carpinteria (carpinteriaca.gov)
Requirements include integrating low-impact development standards with the site plan and landscaping. This should include identifying areas where runoff can be dispersed.

To determine the design criteria required for porous pavement to reduce runoff, refer to Figures 4-6 in the Stormwater Technical Guide for Low Impact Development and the Interlocking Concrete Pavement Institute (ICPI). Please provide a standard detail.

All projects constructed with post-construction runoff controls, including permeable pavement, must submit an Operations and Maintenance Plan and a Maintenance Agreement. Further guidance can be found on the Watershed Management Program page linked above.

End of Comments

ENVIRONMENTAL LEADERSHIP IN CARPINTERIA SINCE 1928
www.carpsan.com
5300 Sixth Street
Carpinteria, CA 93013
Phone (805) 684-7214 • Fax (805) 684-7213
December 19, 2024
Brian Banks
Community Development Department
City of Carpinteria
5775 Carpinteria Avenue
Carpinteria, California 93013
Subject: Project No. 23-2232-DP/CDP
333 Linden Avenue Single Family Residence
333 Linden Avenue (APN: 003-440-028)
Applicant: Peter & Barbara Coeler
Dear Mr. Banks:

Thank you for the opportunity to provide comments on the subject project. The project applicant proposes to construct a new single-family residence. The Carpinteria Sanitary District (District) recommends that the following conditions be incorporated into the review/approval process to address sewer system improvements:

1. All sewer improvements shall conform to approved District construction standards for materials and methods.

2. A sewer construction permit is required for any and all work on the building sewer and lateral sewer that will serve the parcel. The permit shall be procured and applicable fees paid prior to issuance of Building Permits. The applicant shall submit an engineered drawing to the District showing all proposed sewer connections, alterations or additions. During the construction phase, it is the applicant’s and contractor’s responsibility to notify the District of any sewer improvements or modifications not noted on the approved plans.

3. During construction, all installed sewer pipes and fittings shall be inspected by the District prior to placing trench backfill. Failure to request or obtain an inspection will require complete re-excavation and reconstruction of the work. All sewer improvements shall be pressure tested in accordance with District standard procedures prior to final acceptance.

4. A Development Impact Fee (DIF) shall be paid to the District for each newly constructed “equivalent dwelling unit” (EDU). Currently, the DIF is $6,746 per EDU; subsequent increases in DIF’s are subject to District Board approvals. For the proposed project, a DIF of $6,746.00 shall be paid to the District prior to issuance of required permits.

5. District sewer service charges (SSC’s) are collected through the County of Santa Barbara property tax rolls on an annual basis. Prior to obtaining a Certificate of

Brian Banks
December 19, 2024

Occupancy, the applicant shall pay District applicable SSC’s due for the period between building occupancy and the following June 30th. The current annual SSC is $800.70 per dwelling unit.

6. If you have any questions regarding the comments provided by the District, please contact me at (805) 684-7214, ext. 113.

Sincerely,

CARPINTERIA SANITARY DISTRICT
Lance Lawhon
Lance Lawhon
Engineering Technician

333 ? No address on record. Linden Ave Carpinteria CA 93013, Planning, New 2307 Sq Ft Duplex and (2) 352 sq ft attached garages Rev 12-20-24 to 3,168sq ft SFD with 426 sq ft attached garage
Location 34.395325, -119.523222
Status Planning Complete
Submittal Date: July 20, 2023
Project Address/Location: 333 ? No address on record. Linden Ave Carpinteria CA 93013
APN: 003-440-028
Project Description: New 2307 Sq Ft Duplex and (2) 352 sq ft attached garages Rev 12-20-24 to 3,168sq ft SFD with 426 sq ft attached
garage
Applicant: Dylan Chappell
Applicant Address: PO Box 8291
Mammoth Lakes CA 93546
Applicant Phone Number: 805-852-1677
Applicant Email: [email protected]
Submittal Type: Planning
Planning/Conceptual Design
Date Review Completed: October 2, 2023
Permit Number: 23-2232-DP/CDP/ARB
Planner: Syndi Souter
Plan Checker: Todd
Actions Taken: Letter sent
PROJECT CONDITIONS:

Access Requirements:

Building address numbers shall be visible from the street. Numbers shall be a minimum 4" high 1" stroke on a contrasting background for residential structures. 8" high 2" stroke minimum on commercial structures.

Application for address changes or additional addresses shall be submitted to CSFPD Fire Prevention Bureau.

Additional Comments: No address assigned to parcel.

Water Requirements:

A current fire flow form shall be submitted to Carpinteria-Summerland Fire Protection District. Contact the Carpinteria Valley Water District to schedule having the test performed.

Fire Protection Systems Requirements:

All new buildings and structures shall be protected by an approved automatic fire sprinkler system.

Prior to installation plans for the proposed fire sprinkler system shall be designed by a qualified person and submitted to this office for approval.

Smoke detectors and carbon monoxide alarms must be installed in all residences in accordance with the current National Electric Code Per the provisions of the California Building and Fire Codes.

Additional Requirements:

Any future changes including further division, intensification of use, or increase in hazard classification may require additional conditions in order to comply with applicable fire district development standards.

Fees:

Pursuant to County ordinance Chapter 15 & Carpinteria Municipal Code Chapter 8.26 Section 8.26.030 - Imposition of fire protection mitigation fees: The applicant will be required to pay a fee for the purpose of mitigating the increased fire protection needs generated by the development. The amount of the fee is as follows:

A. 2024 Estate Single Family Residential Development. A fee of $2761.00 per Dwelling Unit plus an additional $0.682 per square foot beyond 2700 square feet of floor space will be assessed on all Estate Single Family Residential development.

PURSUANT to CSFPD Ordinance 2019-01 imposition of fire protection fees for service:

The applicant may be required to pay fees for additional plans reviews and/ or additional field inspections. The amount of the fee is as follows: A. Two Hundred Twenty-Four ($224.00) Dollars for Additional Plan Review Fees will be assessed as additional plan reviews are completed. B. Two Hundred Ten ($210.00) Dollars per hour for Field Inspections will be assessed for additional inspections.

Checks shall be made payable to: Carpinteria-Summerland Fire Protection District (CSFPD) and delivered to Fire District Headquarters at 1140 Eugenia Place, Suite A Carpinteria, California 93013.

Money orders and cashiers’ checks will be accepted. Cash payment will not be accepted. Credit and debit cards can be used online. The link can be found at Carpfire.com Inspector's Signature
Signed 12/19/2024, 3:34:01 PM PST
The above conditions apply to this project as submitted. Future changes including, but not limited, to further division, intensification of use, or increase in hazard classification, may require additional conditions in order to comply with applicable development standards in effect at the time of the change. If you have questions please do not hesitate to contact this office at (805) 684-4591

S:\Development\333 Linden Ave\2024 SFR\20250116_INTENT_CONDITIONS_23-2232-CDP.docx January 16, 2025
Dylan Chappell
4353 Barton Rd
Loomis, CA 95650
SUBJECT: Request for Intent to Serve Letter regarding proposed project at 333 Linden Ave (the “Project”)
Dear Applicant,
In response to your request, this letter will serve as confirmation that Carpinteria Valley Water District (the “District”) currently has sufficient water supply to serve the Project, subject to qualifications indicated below.

The Project proposes to construct a new two-story single-family residence of 3,168 SF with an attached two-car garage of 426 SF. No change of use or additional water meters are proposed.

Permit #: 23-2232-DP/CDP/ARB
While the District currently has sufficient water to supply the Project’s proposed use, it is important to note that the District has declared a Stage 0 Drought Emergency (see Ordinance 24-1, www.cvwd.net), which remains in effect. As a result, while there are currently meters available to service the Project, the District will continue to monitor its water supply, and may be forced to consider declaring more severe stages of drought or imposing further water restrictions or a moratorium on new and/or expanded connections.

Accordingly, the confirmation conveyed by this letter is subject to the following conditions and caveats:

1. If the intensity of the proposed use increases, this letter is void and you will need to file a new request for an “Intent to Serve” letter. Subsequent issuance of a new Intent to Serve letter is not assured.

2. This letter is only valid for the Subject Project.

3. You must obtain all permits and approvals for the Project as required by local, state and federal law.

4. This “Intent to Serve” letter is conditional upon, and shall not be in force or effect until, the Project receives final approval from the applicable land use agency.

5. Upon the expiration of any land use and or building permits for the Project, this “Intent to Serve” confirmation shall be void and you shall be required to submit a new request for confirmation of

S:\Development\333 Linden Ave\2024 SFR\20250116_INTENT_CONDITIONS_23-2232-CDP.docx the District’s intent to serve the Project, which shall be subject to any drought conditions, restrictions and/or moratoriums then in effect.

6. If new meters are required for the Project, issuance of said meters shall be subject to applicable fees, including, but not limited to, Capital Cost Recovery fees, Construction costs and other related costs, and Water Supply Impact fees.

7. The District reserves the right to participate in or comment on any analysis or review of the Project performed by any agency under the California Environmental Quality Act (CEQA), even if said participation or comment may detrimentally impact the resulting CEQA review or analysis. This letter does not constitute analysis or approval under CEQA.

8. You must renew this letter annually after the date of this letter to keep the District apprised of Project status and developments.

9. This letter has a Project specific Conditions Letter attached that will be considered to be included in the conditions above.

Should you have any questions please do not hesitate to contact the District at 805-684-2816.

Very truly yours,
Carpinteria Valley Water District
Spencer Seale
Associate Engineer
cc: TCM to account
Brian King, District Engineer

S:\Development\333 Linden Ave\2024 SFR\20250116_INTENT_CONDITIONS_23-2232-CDP.docx January 16, 2025
Dylan Chappell
4353 Barton Rd
Loomis, CA 95650
SUBJECT: 333 LINDEN AVE; APN 003-440-028; ACCOUNT NUMBER 03-030512-03; PROJECT NUMBER 23-2232-DP/CDP/ARB; NEW SINGLE-FAMILY RESIDENCE;

INTENT TO SERVE WITH CONDITIONS
To Whom It May Concern,
Please be advised, this parcel is within the jurisdiction of Carpinteria Valley Water District and therefore is entitled to District water service in accordance with District Rules and Regulations. Currently the District is in a Stage 0 Drought Emergency; for more information on Ordinance 24-1, please visit the District website www.cvwd.net.

This letter is good for one year from the date of the letter.

The subject property is currently served by a 0.75” residential water meter (Account #03-030512-03).

Based on the plans dated December 6
th, 2024, the District has the following conditions:
• Include the District on the City’s building permit issuance and final sign off. • All meters and backflow assemblies must be located back of walk and not fall within a path of travel or within a driveway.
• Fire demand calculations must be supplied to the District before building permit issuance to ensure the existing water meter is adequately sized and/or to properly size an independent fire service if required. • If fire sprinklers are required, the owner is responsible for installing a reduced-pressure principle backflow assembly (RP) at the water meter per District standard detail W-115-01. Any deviations from the standard detail must be approved by the District prior to installation. Fire sprinkler demand calculations would need to consider the pressure loss across the backflow assembly. The backflow assembly must have a passing test performed by a certified backflow tester and submitted to the District prior to final sign off. Backflow device installation and testing fees are the responsibility of the owner and the backflow assembly would be added to the District’s Cross-Connection Control Program and require annual testing.
• If other fire improvements are required for the project, the owner is responsible for all fees, deposits, and development costs associated with these improvements, including, but not limited to, fire hydrants, independent fire services, water meter upgrades, backflow assembly installations, plans, facility upgrades, and main extensions.

S:\Development\333 Linden Ave\2024 SFR\20250116_INTENT_CONDITIONS_23-2232-CDP.docx Should changes to the plans, including landscaping, irrigation, or water fixtures occur we require an additional opportunity to review revised plans.

If you have any questions, please feel free to contact me at [email protected] or 805-684-2816x124.

Very truly yours,
Carpinteria Valley Water District
Spencer Seale
Associate Engineer
cc: TCM to account
Brian King, District Engineer

Attachment B
Story Pole Photographs
Coeler New Residence
23-2232-DP/LLA/CDP/ARB
June 1, 2026

Attachment C
Minutes from the December 15, 2022,
May 1, 2025, and November 13, 2025 ARB
Meetings
Coeler New Residence
23-2232-DP/LLA/CDP/ARB
June 1, 2026

Attachment D
Architectural Plans from the February 2, 2026
Planning Commission Meeting
(Superseded)
Coeler New Residence
23-2232-DP/LLA/CDP/ARB
June 1, 2026

PROJECT ADDRESS

ASSESSOR'S PARCEL NUMBER

LOT AREA
ZONE

OCCUPANCY

BUILDING TYPE

CONSTRUCTION TYPE

FIRE HAZARD

FIRE SPRINKLERS REQUIRED
SLOPE

MAX BUILDING HEIGHT

SETBACKS

PARKING

PROJECT INFORMATION
333 LINDEN AVE

GOVERNING AGENCY

CITY OF CARPINTERIA
333 LINDEN AVE
CARPINTERIA, CA 93013
003-440-028
7,537.5 SQ. FT.

PRD-20
R-3, U
SFR
V-B
NO
YES
2%
30'
FRONT: 50' FROM CL OF STREET or 20', SIDE 5' REAR: 15'

SCOPE OF WORK

VICINITY MAP
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA FIRE PROTECTION CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING CODE
2022 CALIFORNIA HISTORICAL BUILDING CODE

CODE COMPLIANCE

1. 2.

3. 4.

5. THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD

VERIFIED BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THE T-24 ANALYSIS:

MINIMUM AIRFLOW

VERIFIED EER / SEER

VERIFIED REFRIGERATION CHARGE

FAN EFFICIENCY WATTS/ CFM

DUCT LEAKAGE TESTING

SPECIAL INSPECTIONS

SHEET INDEX
OWNER

PROJECT TEAM

ARCHITECT DYLAN CHAPPELL

DYLAN CHAPPELL ARCHITECTS
PO BOX 8291
MAMMOTH LAKES, CA 93546

SQUARE FOOTAGE EXISTING (SF) PROPOSED (SF)

NET GROSS NET GROSS

BUILDING FOOTPRINT (LOT COVERAGE)

LOT COVERAGE DATA
SITE

PERMEABLE PAVERS

PROJECT AREAS
A NEW TWO STORY SFR OF 3,359 SQ. FT. WITH AN ATTACHED TWO CAR GARAGE OF 432 SQ. FT. THERE WILL BE ELECTRICAL, MECHANICAL, PLUMBING AND SITE WORK.

GENERAL
G1.0 TITLE SHEET
G2.0 SITE PHOTOS
TPPO.O TREE PROTECTION PLAN
CIVIL
C0.0 SURVEY
C1.0 COVER SHEET
C2.0 FINE GRADING PLAN
C3.0 EROSION CONTROL PLAN
C4.0 EROSION CONTROL DETAILS

ARCHITECTURAL
A1.0 SITE PLAN
A2.0 1ST FLOOR PLAN
A2.1 2ND FLOOR PLAN
A2.1 ROOF PLANS
A3.0 ELEVATIONS
A4.0 SECTIONS
A6.0 DETAILS

LANDSCAPE
L1.0 LANDSCAPE PLAN
E

IA N R OF
I
OF
C
A
L

T A T S
T C E
IT
C H
D
A
R
E

SNECI L

DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
G1.0

TITLE SHEET

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -ARB PRELIMENARY APPROVAL 11-13-2025

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
SPECIAL INSPECTIONS: SEE SHEET S1 (STRUCTURAL OBSERVATION

PROGRAM) FOR REQUIRED SPECIAL INSPECTIONS

CITY OF CARPINTERIA MUNICIPAL CODE

1. ADDRESS NUMBERS: APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR

APPROVED BUILDING IDENTIFICATION SHALL BE PLACED IN A POSITION THAT IS

PLAINLY LEGIBLE AND VISIBLE FROM THE STREET, ROAD, ALLEY, AND WALKWAYS GIVING ACCESS TO AND WITHIN THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH (12.7 MM)

AND SHALL BE ILLUMINATED IN AN APPROVED MANNER (IF NUMBERS ARE ON THE EXTERIOR). NUMBER HEIGHT AND STROKE WIDTH SHALL BE INCREASED AS NEEDED FOR LEGIBILITY BASED ON VISIBILITY DISTANCE.

2. SMOKE ALARM/DETECTORS: SMOKE ALARM/DETECTORS SHALL BE WIRED TO

THE BUILDING ELECTRICAL SYSTEM, BE EQUIPPED WITH BATTERY BACKUP, AND EMIT A SIGNAL WHEN BATTERIES ARE LOW. SMOKE ALARMS SHALL BE

INTERCONNECTED, SO THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OTHER ALARMS.

3. CARBON MONOXIDE ALARM/DETECTORS: SHALL COMPLY WITH UL2034 AND BE

INSTALLED IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND CALIFORNIA HEALTH AND SAFETY CODE SECTION 17926. CARBON MONOXIDE

ALARM/DETECTORS SHALL BE WIRED TO THE BUILDING ELECTRICAL SYSTEM AND BE EQUIPPED WITH BATTERY BACKUP. CARBON MONOXIDE ALARMS SHALL

BE INTERCONNECTED, SO THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE

ALL OTHER ALARMS

FIRE DEPARTMENT NOTES

1. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY

OR WITHIN A CITY EASEMENT, THE APPLICANT SHALL APPLY FOR AND

OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY ENGINEERING DIVISION (CITY PUBLIC WORKS INSPECTORS REQUIRE 48-HOUR NOTICE FOR INSPECTION).

2. STORM WATER RUNOFF SHALL NOT DISCHARGE FROM THE CONSTRUCTION

SITE TO THE CITY STREETS OR MUNICIPAL STORM DRAIN SYSTEM WITHOUT TREATMENT BY A SUITABLE POLLUTION CONTROL DEVICE. STORM WATER

RUNOFF DISCHARGES WITHOUT TREATMENT IS A VIOLATION OF THE CITY'S STORM WATER RUNOFF ORDINANCE. DISCHARGING ANY MATERIAL OTHER

THAN UNCONTAMINATED STORM WATER RUNOFF TO THE CITY STREETS OR

TO THE MUNICIPAL STORM DRAIN SYSTEM IS PROHIBITED AND IS A VIOLATION OF THE MUNICIPAL CODE.

SITE MANAGER TO CONTACT:

NAME:

PHONE:

LAND DEVELOPMENT NOTES

GENERAL PLAN

FLOOD ZONE DESIGNATION
X

STORMWATER MANAGEMENT PLAN
2 GARAGE SPACES PROVIDED

CONDITIONS OF APPROVAL
PROPOSED BUILDING HEIGHT 23'-10"

LANDSCAPE

PROPOSED (SF)
7,537.5
1ST FLOOR [LC]
GARAGE [LC]

HARDSCAPE ( IMPERVIOUS)
GRADING STATS:

REQUIRED BY OVER EXCAVATION AND RECOMPACTION
667 CY CUT, 667 CY FILL, 67 CY IMPORT
“FIRE SPRINKLER SYSTEM TO BE INSTALLED UNDER SEPARATE PERMIT”

UNDER SEPARATE PERMIT

1. FIRE SPRINKLERS

2. ALL WORK IN THE RIGHT-OF-WAY TO BE COMPLETED UNDER SEPARATE PUBLIC WORKS PERMIT.

BIRDSEYE VIEW
2ND FLOOR

HOUSE TOTAL
100%

MAX LOT COVERAGE ALLOWED

14.14.060 - BUILDING SETBACKS.

1. FRONT. NO BUILDING OR STRUCTURE SHALL BE LOCATED WITHIN FIFTY FEET

OF THE CENTERLINE OF ANY STREET NOR TWENTY FEET OF THE PROPERTY LINE, WHICHEVER IS GREATER.

2. SIDE. THERE SHALL BE A SIDE YARD SETBACK ON EACH SIDE OF THE PARCEL

OF NO LESS THAN FIVE FEET NOR MORE THAN TEN FEE

3. REAR. THERE SHALL BE A REAR YARD SETBACK OF NO LESS THAN FIFTEEN FEET.
(ORD. 315 § 1 (PART), 1981)

14.14.070 - DISTANCE BETWEEN BUILDINGS.

NO BUILDING SHALL BE LOCATED CLOSER TO THE OPPOSING WALLS OF

ANOTHER BUILDING CONTAINING DWELLING UNITS ON THE PROPERTY THAN ONE-HALF THE SUM OF THE HEIGHTS OF BOTH SUCH BUILDINGS. THE DISTANCE

BETWEEN TWO SUCH ADJACENT BUILDINGS SO LOCATED THAT THE WALLS OF

ONE BUILDING DO NOT FACE THE WALLS OF THE OTHER BUILDING SHALL BE NOT LESS THAN TEN FEET. (ORD. 315 § 1 (PART), 1981)

14.14.080 - BUILDING COVERAGE.

NO MORE THAN FIFTY PERCENT OF THE NET AREA OF THE PROPERTY SHALL BE COVERED WITH ANY PORTION OF A BUILDING(S) CONTAINING DWELLING UNITS. (ORD. 315 § 1 (PART), 1981)

FIRE DEPARTMENT NOTES

STREET VIEW
1,945
1,414
3,359
432
1ST FLOOR COVERED PORCH
2ND FLOOR BALCONIES 468
2,511 33%
3,769 50%
0 0%
3,063 41%
1,963 26%
12716 RIVERSIDE DRIVE
VALLEY VILLAGE, CA 91607

PETER AND BARBARA COOLER

PB LIVING TRUST

FEMA FIRM
P
L
12'-0"
PL
30°
2ND FL. PLATE
17'-9" " A.F.
1 1
2 6
6 44
2 6
7 7
8989
1 1
2 7
F.F. ()
0'-0"
RIDGE
23'-2" A.F.F.
7'-6"
2ND FLOOR
23'-10"
10'-3 1/8" A.F.F.
1ST FL. PLATE
9'-0" A.F.F.
2ND FL. PLATE
17'-9" A.F.F.

STORMWATER
Stormwater Control Plan for Small (Tier1) Projects
Tier 1 Stormwater Control Plan Project Data
[Complete all fields]
Project Name / Case File Number
Project Location
[Street Address if available, or intersection and/or APN] Name of Owner or Developer
Project Type and Description
[Examples: “Single Family Residence,” “Parking Lot
Addition,” “Retail and Parking”]
Total New Impervious Surface Area (square feet)
[Sum of currently pervious areas that will be covered
with new impervious surfaces]
Total Replaced Impervious Surface Area
[Sum of currently impervious areas that will be covered with new impervious surfaces.]
Total Pre-Project Impervious Surface Area
Total Post-Project Impervious Surface Area
Runoff Reduction Measure(s) Selected
(Check one or more)
❑ 1. Disperse runoff from roofs or
pavement to vegetated area
❑ 2. Permeable pavement ❑ 3. Cisterns or Rain Barrels ❑ 4. Bioretention Facility or Planter Box 410
4818 Dorrance
#22-2162-DP/ARB
4818 Dorrance Way
003-440-013
John Howard
SFR
2,158 002,158 x
Stormwater Control Plan for Small (Tier1) Projects
Measure 2: Permeable Pavement
Permeable pavements may include pervious concrete, pervious asphalt, porous pavers, crushed aggregate, open pavers with grass or plantings (turf block), open pavers with gravel, or solid pavers with open (non-grouted) joints.

Show on your site plan: ❑ Location, extent and types of pervious pavements.

Confirm the following standardsare met: ❑ No erodible areas drain on to permeable pavement. ❑ Subgrade compaction is minimal. ❑ Reservoir base course is of open-graded crushed stone. Base depth (3 " or more) is adequate to retain
rainfall and support design loads (more depth may be required). ❑ No subdrain is included or, if a subdrain is included, outlet elevation is a minimum of 3 inches above bottom of base course.
❑ Subgrade is level and slopes are not so steep that subgrade is prone to erosion. ❑ Rigid edge is provided to retain granular pavements and unit pavers. ❑ Solid unit pavers, if used, are set in sand or gravel with minimum 3/8 inch gaps between the pavers.

Joints are filled with an open-graded aggregate free of fines. ❑ Permeable concrete or porous asphalt, if used, are installed by industry-certified professionals according to the vendor’s recommendations.
❑ Selection and location of pavements incorporates Americans with Disabilities Act requirements (if applicable), site aesthetics, and uses.
❑ Additional comments:

Check with local Fire Department for applicability criteria using permeable pavement. 610
xxxxxxxxx
333 LINDEN AVE
333 LINDEN AVE.
003-440-028

PB LIVING TRUST
3,280
3,280
COMMON OPEN SPACE PROVIDED 4,725 63%
COMMON OPEN SPACE REQUIRED 1,507 20%
356
30%
7"
30%
13%
1,258
16%
9%
WM
GM
4,725 SQ. FT.

OPEN SPACE DIAGRAM
WM
GM
3,280 SQ. FT.

IMPERVIOUS DIAGRAM
LOGGIA [LC] 75

SUPERSEDED

E
IA

N R OFI

OF CA L

T A T S
T C E
IT
C H
D A R
ESNECI
L

DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
A1.0

SITE PLAN

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET

NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -ARB PRELIMENARY APPROVAL 11-13-2025

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
NORTH

FF THRESHOLD
35 15.22

FF WOOD LANDING
36 15.03
PP
54 PP
55 PALM 12"
56 PALM 24"
66 12.63
WM
67 12.45
TC
68 12.28
FL
69 11.78
PALM 24"
70 11.94
SIGN
71 11.82
WM
72 11.55
LIGHT
73 11.31
TC
74 11.33
FL
75 10.79

FF THRESHOLD

BLDG COR
80 TREE /30"
81 PALM 10"
82 12.52

BLDG COR
100

22.3ft

22.7ft

22.9ft

20.7ft

24.0ft

18.5ft

18.5ft

18.8ft

19.4ft

19.7ft

23.0ft

24.1ft

24.1ft

23.6ft

22.7ft

22.6ft

20.2ft

20.0ft

20.6ft

19.9ft

17.8ft

17.7ft

19.4ft

19.4ft

17.5ft

15.4ft

20.2ft

20.7ft

20.6ft

20.9ft

21.1ft

21.0ft

21.3ft

21.8ft

28.2ft

31.7ft

31.4ft

32.4ft

32.6ft

21.8ft

20.0ft

20.0ft
1326

11.00 1328

25.24 1329

13.00 1330

13.17 1461

13.00 1474

13.14 1487

13.36 1488

13.71 1489

13.67 1490

13.32 1504

13.70 1505

13.61 1506

13.37 1507

13.24 1519

12.95 1520

13.16 1521

13.35 1522

13.46 1523

13.70 1524

13.08 1525

13.15 1526

13.14 1537

12.30 1538

12.61 1539

13.07 1540

13.36 1541

13.48 1542

13.51 1543

13.14 1544

13.12 1559

11.77 1560

12.24 1561

12.47 1562

13.06 1563

13.26 1564

13.21 1581

11.68 1582

11.77 13.33
1618

12.67 1619

12.88 1620

13.39 1640

11.35 1641

11.47 1662

11.03 1663

11.16 1682

11.35 1683

11.49 1684

11.93 1685

12.02 1756

11.76 1757

11.72 1823

11.62 1824

11.67 1825

12.17 1843

12.11 1844

11.83 1845

12.69 1868

12.21 Building
Building
Building
Building
FF 15.08'
FF 14.63'
FF 14.61'
FF 15.01'
FF 15.22'
Sidewalk
Curb & Gutter
Sidewalk
Light
Light
12" Palm
10" Palm
24" Palm
24" Palm
Powerpole
Powerpole
30" Tree
Water
Water
Fence
Fence
Fence
Fence
Approx Fence
Wall
Deck
Wood Deck
Deck
2033

11.93 13.00

12.00 12.00

11.00 12.00
N45\U+00B0 00' 00"E

45.00'
N45\U+00B0 00' 00"E

45.00'
N45\U+00B0 00' 00"W
157.50'
N45\U+00B0 00' 00"W
157.50'
N45\U+00B0 00' 00"W N45\U+00B0 00' 00"W N45\U+00B0 00' 00"E 45.00' LOT 1
LOT 2

45.00'
WM
1 GM
6 3
3 7
4 4
8 2
1 4
4 4
9 1

DYHDYHDYHDYHDYHDYHDYH

DYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYH
1 DYH DYH DYH DYH DYH
16 16
16 16
16 16
16 2
2 2
16 4 17
6 6

DISH TRASH

KINGKING
5 10 10 8 10 10 11
5 1
1 1
3 3 3
12 1

REF WINE
COND
W/D
COND
WH
5'-0"
15' REAR SETBACK
LINDEN AVE.
16'-0"

LANDING
3'-0"
3'-0"
12'-0"
13'-9 1/2"
16'-3 1/2"
22'-2 3/4"
26'-8 3/4"
35'-0 1/4" 5'-0"
83'-8 1/2" 20'-0" 20' FRONT SETBACK
53'-7 1/8" 10'-2" 50'-2 3/4" 33'-5 3/4" 20'-0"
4'-11 3/4" 27'-10 1/4" 12'-2" 4'-11 3/4"

DRIVEWAY
(P) FOOTPRINT
1 6
3 3
7 4
4 4
8 6
3 2
1 1
4 4
4 4 4
2 9
10 11
13 12
14 14
2 17
1 16
16 16
16 16
16 E
E
E
W W
W
W
W
W W

G G G G
G

SS SS SS SS
15 15'-0" 48'-9 1/2"
feet 0 8 16

SITE PLAN
4 SCALE 1/8" = 1'-0" 1
PERMEABLE PAVER: ANGELUS PERMEABLE COURTYARD
PAVERS, SAND-STONE-MOCHA. ASHLAR PATTERN

KEY NOTES
1 2
3 4
(E) SIDEWALK:
6' TALL WOODEN FENCE ON PROPERTY LINE: NATURAL
FINISH
5 6 STUCCO SITE WALL: 30" TALL SMOOTH STUCCO SITE

WALL TO MATCH HOUSE
7 (P) CURB CUT AND APRON:
8 (E) 30" SYCAMORE TREE TO BE PROTECTED IN PLACE:

SEE ARBORIST REPORT
9 (E) PALM TREE TO BE REMOVED:
10 (E) WATER METER: 3/4" WATER METER, 1 1/2" MAIN.

WATR METER SIZE IS TO BE APPROVED BY THE CITY
FIRE DEPARTMENT. (PROTECT IN PLACE)
11 (P) GAS METER: 1 1/2" MAIN LINE TO BUILDING
12 (P) N200 AMP PANEL:WORKING CLEARANCE: PROVIDE
30" WIDE X 36" DEEP WORKING CLEARANCES AT
PANELS. CEC SEC. 110.26 (A)(1). PROVIDE 6'-6" HEAD
ROOM AT SERVICE PANEL. CEC 110.26 (2) & (3).
(P) A/C COMPRESSOR: WITH DISCONNECT SWITCH

THAT IS REQUIRED WITHIN SIGHT OF AND NOT OVER
50 FT FROM AIR CONDITIONER PER CMC 903.2.7.
(P) FIRE SPRINKLER RISER
13 14
TREE PROTECTION FENCING: SEE TPP AND ARBORIST
REPORT
15 FLAGSTONE: ON CONCRETE PAD
16 3/8 " GRAVEL MULCH:
17 42" TALL WOODEN FENCE ON PROPERTY LINE: NATURAL
FINISH
0 ELECTRICAL SERVICE PANEL
N.T.S. 3
NEW LOCATION OF 200 AMP ELECTRIC SERVICE PANEL
PROVIDE BONDING & UFFER GROUND. S.C.E MSR # XXXXXXX

NEW MAIN SERVICE
200A 3P 120/240V
MAIN 200A

DISCONNECT
4" SCH 40
(SCH 80 SWEEPS &

RISERS)
U.G. TO S.C.E. VAULT
PROVIDE 1/4" POLY

ROPE INSIDE
NEW 200 AMP PANEL

1. 2.

3. 4.

5. ELECTRODE SHALL BE:

OF THE CONCRETE ENCASED TYPE.

LOCATED IN THE BOTTOM THREE (3) INCHES OF THE FOOTING.

NOT LESS THAN TWENTY (20) FEET IN LENGTH.
250.66, BUT NOT SMALLER THAN NO. 4 A.W.G.

PANEL LOCATION NEEDS TO BE COORDINATED WITH EDISON CO

GROUNDING SHALL BE REQUIRED AND THE ELECTRICAL SERVICE GROUNDING

BARE COPPER CONDUCTOR, SIZED IN ACCORDANCE WITH THIS CODE, TABLE 0 METER ASSEMBLY SEPARATION
N.T.S. 5

1. 2.

3. 4.

5. SIZE AND DIMENSIONS OF PANELS WILL VARY. DRAWINGS ARE NOT TO SCALE.

THIS DRAWING PERTAINS TO BOTH OVERHEAD AND UNDERGROUND
ELECTRIC SERVICE APPLICATIONS.

MAINTAIN A 3-FOOT CLEAR, LEVEL, AND UNOBSTRUCTED
WORKSPACE IN FRONT OF ELECTRIC SERVICE EQUIPMENT.

PLUMBING FIXTURES THAT EXTEND MORE THAN 6 INCHES OUT FROM WALL SURFACE MUST BE LOCATED 18-INCHES MINIMUM FROM THE OUTSIDE EDGE OF THE METER PANEL.

FOR NEW CONSTRUCTION ONLY, DOES NOT APPLY FOR UPGRADES. 6'-3" MAX.\X4'-0" MIN. 27/64" 7/32"
METER
PANEL
CATV
TELCO
TYP.

GAS
METER

PLUMBING FIXTURE
FINAL

1. GRADE

2. THE HORIZONTAL CLEARANCE FROM THE CENTERLINE OF THE METER TO THE NEAREST SIDE WALL OR OTHER OBSTRUCTION SHALL BE 10 INCHES MINIMUM.

A HORIZONTAL CLEARANCE FROM THE EDGE OF THE METER PANEL TO THE

EDGE OF A WINDOW OR DOORWAY (INCLUDING SLIDING GLASS DOORS) SHALL BE 10 INCHES MINIMUM. A GAS METER OR PLUMBING FIXTURE THAT DOES NOT PROTRUDE MORE THAN 6 INCHES OUT FROM THE WALL, OR EXTEND LESS THAN 18 INCHES HORIZONTALLY FROM THE OUTSIDE EDGE OF THE METER PANEL, SHALL NOT BE CONSIDERED AN OBSTRUCTION.

A LEVEL WORKING AND STANDING SURFACE, CLEAR AND UNOBSTRUCTED, ENTIRELY ON THE PROPERTY OF THE CUSTOMER, SHALL BE PROVIDED. THE MINIMUM WIDTH OF THE WORKSPACE SHALL BE 36 INCHES OVERALL, BUT NEED NOT BE CENTERED BENEATH THE METER. THE MINIMUM DEPTH OF THE WORKSPACE SHALL BE 36 INCHES. WHERE METERS ARE ENCLOSED IN A

CLOSET OR RECESSED IN AN ENCLOSURE, THE DEPTH OF THE WORKSPACE IS MEASURED FROM THE OUTER FACE OF THE CLOSET OR RECESS. THE MINIMUM HEIGHT OF THE WORKSPACE SHALL BE 78 INCHES.

LEVEL WORKING AND

STANDING SPACE
10" MIN
36" MIN.
36" MIN.
78" MIN.
6'-3" MAX.\X4'-0" MIN.

CL
10" MIN
OTHER

OBSTRUCTION
SIDE
WALL
0 ELECTRICAL METER INSTALL
N.T.S. 4

EROSION CONTROL AND BMP NOTES
Owner:

PETER COOLER
4934 DORRANCE WAY
CARPINTERIA, CA 93013
It shall be the Contractor's responsibility to maintain control of the entire construction operations and to keep the entire site in compliance with the soil Erosion Control Plan.

Detailed Erosion Control Plan preparer:

Dylan Chappell
Dylan Chappell Architects
389 PINECREST AVE. P.O. BOX 8291
MAMMOTH LAKES, CA 93546
805.205.4760
• This Plan is intended for use for interim erosion and sediment control only and is not to be used for final elevations or permanent improvements. • The Contractor shall be responsible for monitoring erosion and sediment control measures prior, during, and after storm events. Monitoring includes maintaining a file documenting on-site inspections, problems encountered, corrective actions, and notes and a redline map of remedial implementation measures. • Reasonable care shall be taken when hauling any earth, sand, gravel, stone, debris or any hazardous substance over any public street, alley or other public place. Should any blow, spill, or track over and upon said public or adjacent private property, immediate clean up shall occur.
• Construction entrances shall be installed prior to commencement of grading. All construction traffic entering onto the paved roads must cross the stabilized construction
entranceway.
• Sanitary facilities shall be maintained on-site as appropriate. • During the rainy season, all paved areas shall be kept clear of earth material and debris. All earth stockpiles over 2.0 CY shall be covered by a tarp and ringed with straw bales or silt fencing. The site shall be maintained so as to minimize sediment-laden runoff to any storm drainage system including existing drainage swales and water courses.
• Construction operations shall be carried out in such a manner that erosion and water pollution will be minimized. State and local laws concerning pollution abatement shall be complied with.
• The facilities shown on this plan are designed to control erosion and sediment during the rainy season, November 1 to April 15. Facilities are to be operable prior to October
15 of any year.
• Grading operations during the rainy season which leave denuded slopes shall be protected with erosion control measures immediately following grading on the slopes.

This will include use of straw mulch, tackifier, and erosion control blankets. • This plan covers only the first winter following grading with assumed site conditions as shown on the Detailed Erosion Control Plan. Prior to September 15, the completion
of site improvement shall be evaluated and revisions made to this Plan as necessary with the approval of the City. Plans are to be resubmitted for approval prior to August 15 of each subsequent year until site improvements are accepted by the County.

Construction Entrance:

The existing asphaltic concrete shared driveway, acting as the construction entrance onto public way, shall be kept clean and free of mud and dirt that is tracked onto it.

A gravel construction entrance shall be installed where vehicle traffic is anticipated off of unpaved areas. The responsibility for field design to meet site conditions, and
maintenance of the construction entrance remains with the construction contractor. The owner/contractor shall remain responsible for the clean up of any mud or dirt that is
tracked onto public streets or paved areas, even with the installation of gravel construction entrances.

Catch Basin Protection:

A filter system shall be used on catch basins (drop inlets) in public and private streets, or parking lots downstream of this project. See detail ON SITE PLAN.

Sediment Filters/Barriers (Silt Fences and Straw Wattles):

Sediment filters such as silt fences or straw wattles shall be installed along the down slope edge of the disturbed area, prior to the commencement of grading.

The sediment filter structures shall be located so that all runoff from the construction site is filtered prior to crossing a property line, or entering the City storm drain system. Sediment filter structures are to be inspected regularly by County Inspection staff during inspections scheduled by the Contractor.

Sediment shall be removed when the depth of sediment is no more than one half the height of the structure. Straw wattles should not remain in place more than 12 months after installation unless it can be determining significant deterioration has not occurred. Sediment filters shall be inspected and repaired prior to, and after every storm event. Sediment filters shall be installed level along contours, and shall have upturns into the slope for the last 5'. Silt fences and straw wattles shall be installed per detail in locations identified on the Erosion Control Plan.

Plastic Sheeting/Tarps:

Plastic sheeting shall generally not be used as an erosion control measure over large areas. Plastic sheeting may be used to protect small, highly erodible areas, or to protect temporary stockpiles of material. If plastic sheeting is used, the path of concentrated flow from the plastic must be protected.

Existing Vegetation and Revegetation:

As far as is practicable, existing vegetation shall be protected and left in place, in accordance with the clearing limits shown on the approved Building, Grading, Landscape and Erosion Control Plans. Work areas shall be carefully located and marked to reduce potential damage. Where existing vegetation has been removed, or the original land contours disturbed, the site shall be revegetated, and the vegetation established, as soon as practicable, but no later than October

15. If vegetation is not established by said date, see Wet Weather Measures below.

Slope Protection:

Slopes greater than 4V:1H should be protected using straw and tackifier. The installation of erosion control blankets should be considered for all disturbed slopes steeper than 2.5H:1V and greater than 30 feet in slope length. Installation of fiber rolls staked on contour should be considered for all slopes steeper than 4H:1V, with slope lengths greater than 30 feet. Straw wattles or silt fencing should be installed at the toe of all slopes steeper than 4H:1V. Fiber rolls shall be installed per the detail.

Wet Weather Measures:

If a protective ground cover is not established by October 15, open areas shall be protected through the winter with straw mulch and fiber rolls. Straw mulch shall be applied at a rate of 3,000 lb./ac, or wood fiber if hydroseeded 2,000 lb./ac. Fiber rolls shall be installed per the detail.

General Site Protection:

Stockpiles of earth, sand and other construction related materials must be protected from being transported from the site by the forces of wind or water. This includes sand for stucco, drywall demolition debris, drywall “mud packaging, etc.

Fuels, oils, solvents and other toxic materials must be stored in accordance with their listing and are not to contaminate the soil and surface waters. All approved storage containers are to be protected from the weather. Spills may not be washed into the drainage system.

Non-storm water runoff from equipment and vehicle washing and any other activity shall be contained at the site.

Excess or waste concrete may not be washed into the public way or any other drainage system. Provisions must be made to retain concrete wastes on site until they can be disposed of as a solid waste. See Erosion Control Plan for designated Concrete Washout Area. The concrete washout area shall consist of a plastic-lined dumpster, or plastic lined earthen, or straw wattle containment area.

Trash and construction related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by wind.

Shoring, Construction Fencing, and other Site Safety:

The responsibility for design to meet site conditions, and maintenance of the construction site safety remains with the construction contractor. Any applicable engineering and permitting of shoring or other safety devices is the responsibility of the contractor. Construction fencing shown on this plan is for tree and vegetation protection only.

Protection Measure Removal:

The erosion prevention and sediment control measures shall remain in place and be maintained in good condition until all disturbed soil areas are permanently stabilized by installation and establishment of landscaping, grass, mulching, or are otherwise covered and protected from erosion.
4 OUTDOOR water use estimate (Non-Agricultural)
Water Efficient Landscape Worksheet
Reference Evapotranspiration (ETo) Table for Carpinteria ETo Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Annual Carpinteria 2.0 2.4 3.2 3.9 4.8 5.2 5.5 5.7 4.5 3.4 2.4 2.0 44.9 Reference Evapotranspiration(ETo) 44.9
Hydrozone #
/Planting
Descriptiona
Plant
Factor (PF)
Irrigation
Methodb
Irrigation
Efficiency (IE)c
ETAF
(PF/IE)
Landscape Area
(sq. ft.)
ETAF x Area Estimated Total
Water Use (ETWU)d
Regular Landscape areas
Low Water .3 Drip .81 .37 1102 408 11350
Medium Water 0.5 Drip .81 .62 200 124 3451
Back Lawn .07 Overhead Spray .75 .75 1200 900 25054
Totals (A)2502 (B)1432 39,855.00
Special Landscape Areas (edible plants, recreational areas, areas irrigated with recycled water, or water features) 1 1
Totals (C) (D)
ETWU Total 39,855.00
Maximum Allowed Water Allowance (MAWA)e 39,855.00
a Hydrozone #/ Planting
Description
Plant Factor b Irrigation method c Irrigation
Efficiency
d ETWU (Annual Gallons
Required)
Examples
1) Front lawn
2) Low water use plantings
3) Medium water use planting
Very low water use: 0-0.1
Low water use: 0.1-0.3
Moderate water use: 0.4-0.6
High water use: 0.7-1.0
1) Overhead
spray
2) Drip
1) 0.75 for spray
head
2) 0.81 for drip
Eto x 0.62 x ETAF x Area
Single Family Residential water features, including pools, should be documented in the Regular Landscape area with a Plant Factor of 1 Non single-family (multi-family, commercial etc.) water features, including pools, should be documented in the Special Landscape area with a ETAF of 1.0.
eMAWA (Annual Gallons Allowed) = (Eto) x [(0.62) x (ETAF x LA) + ((1-ETAF) x SLA)] Where 0.62 is conversion factor that converts acre-inches per acre per year to gallon per square foot per year. LA is the total landscape area in square feet, SLA is the total special landscape area in square feet, and ETAF is .55 for residential areas and 0.45 for non- residential areas ETAF Calculations
Regular Landscape Areas All Landscape Areas
Total ETAF x Area (B) Total ETAF x Area (B+D) Average ETAF for Regular Landscape Areas must be

0.55 or below for residential areas, and 0.45 or below
for non-residential areas.

Total Area (A) Total Area (A+C)
Average ETAF B ÷ A Sitewide ETAF (B+D) ÷ (A+C)

EXAMPLE
Reference Evapotranspiration(ETo) 44.9
Hydrozone #
/Planting
Descriptiona
Plant
Factor (PF)
Irrigation
Methodb
Irrigation
Efficiency (IE)c
ETAF
(PF/IE)
Landscape Area
(sq. ft.)
ETAF x Area Estimated Total
Water Use (ETWU)d
Regular Landscape areas
Front yard 0.3 Drip 0.81 0.37 1000 370 10,300.06
Back yard 0.5 Spray 0.75 0.67 1000 670 18,651.46
Totals (A) 2000 (B) 1040 28,951.52
Maximum Allowed Water Allowance (MAWA)e 28,951.52

MWELO WORKSHEET

PROPERTY LINE

SETBACK
LEGEND
(N) ACCESSIBLE ROUTE
G
E

GAS LINE
ELEC. LINE

S SEWER LINE

W WATER LINE

BF BACKFLOW PREVENTER
Minimum 5% slope for a minimum of 10' away from strucutre (2% if surface is impervious) or to approved drainage system.

SBCO Grading Ordinance #4766

E
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DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
A2.0
1ST FLOOR PLAN

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET

NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -ARB PRELIMENARY APPROVAL 11-13-2025

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232

DISH TRASH

REF WINE
COND
W/D
COND
WH
2 A4.0
1 A4.0

LIVING ROOM

KITCHEN
ENTRY
BATH #1
DINING
1ST FLOOR
1,945 SQ. FT.

BED #1
UP
BATH
GARAGE
432 SQ. FT.

DEN
MUD
CL

COVERED PORCH
CL
95'-8 1/2"
12'-0" 12'-8 1/2" 9'-2 3/4" 61'-9 1/4"
6'-5 1/2" 7'-8 1/4" 12'-5 1/2" 7'-11" 2'-5 1/2" 12'-6 3/4" 18'-8 1/4" 35'-0 1/2"
50'-2 3/4" 14'-6 3/4" 18'-11"
2'-1 1/2" 19'-4 1/4" 8'-10 3/4" 10'-3 3/4" 9'-6 1/2"
22'-10 1/2" 12'-3"
FOYER
LOGGIA
feet 0 4 8
1ST FLOOR PLAN
2 SCALE 1/4" = 1'-0" 1
NORTH

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DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
A2.1
2ND FLOOR PLAN

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -ARB PRELIMENARY APPROVAL 11-13-2025

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
feet
048
2ND FLOOR PLAN
2 SCALE 1/4" = 1'-0"
1 KING
KING
KING
2 A4.0
1 A4.0
P. BED
P. BATH P. CL

BALCONY

BALCONY

BALCONY
2ND FLOOR
1,414 SQ. FT.

STAIR

LAUNDRY
BED #2
BATH #2
BATH #3
BATH #3
CL
CL
CL
87'-10"
4'-1 1/2" 4'-6 1/8" 10'-11" 6'-6 1/8" 7'-11" 7'-0" 7'-11" 20'-0 1/4" 18'-11" 35'-0 1/2"
7'-0" 11'-5 1/2" 4'-5" 1'-4 3/4" 8'-9 1/4" 2'-0"
1'-0"
1'-5 1/2" 23'-1 3/4" 8'-10 3/4" 14'-8" 5'-2 1/4" 15'-0 1/4" 18'-5 1/2" 26'-0 1/2"
1'-6 1/2" 14'-5 1/2" 2'-4" 6'-11" 2'-4"

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DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
A2.2

ROOF PLAN

STORY POLE
PLAN

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -ARB PRELIMENARY APPROVAL 11-13-2025

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
NORTH
feet
048

ROOF PLAN
2 SCALE 1/4" = 1'-0"
1 KING
KING
KING
RIDGE

2.5:12
10 4:12
4:12
4:124:12
4:124:124:124:124:124:12
RIDGE

2.5:12

2.5:12

2.5:12

ROOF ABOVE

ROOF BELOW

ROOF ABOVE

ROOF BELOW

ROOF ABOVE

ROOF BELOW
feet
048

STORY POLE PLAN
2 SCALE 1/4" = 1'-0"
2 PP55
TREE /30" 81 PALM 10" 8212.52

18.5ft 18.8ft

19.4ft

20.2ft 20.0ft

20.6ft

19.9ft

17.8ft

17.7ft

20.7ft

21.1ft
1519 12.95
1537 12.30
1538 12.61
1560 12.24
1561 12.47
1562 13.06
1618 12.67
1825 Sidewalk Sidewalk
10" Palm
Powerpole
30" Tree
Fence
Fence
Fence

13.00 12.00

12.00 N45\U+00B0 00' 00"E

45.00'
157.50'
N45\U+00B0 00' 00"W
157.50'
LOT 2
22'-3"
A.F.F.
22'-3"
A.F.F.
19'-6"
A.F.F.
22'-4"
A.F.F.
22'-4"
A.F.F.
19'-6"
A.F.F.
20'-11"
A.F.F.
19'-0"
A.F.F.
19'-0"
A.F.F.
19'-0"
A.F.F.
20'-11"
A.F.F.
+1' +1'
-2'-8"
-2'-8"
+2"
+2"
+0" +0"

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A3.0

ELEVATIONS

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -ARB PRELIMENARY APPROVAL 11-13-2025

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
feet
048

SOUTH ELEVATION
2 SCALE 1/4" = 1'-0"
1 6
F.F. ()
0'-0"
RIDGE
23'-2" A.F.F.
7'-6"
2ND FLOOR
23'-10"
10'-3 1/8" A.F.F.
1ST FL. PLATE
9'-0" A.F.F.
2ND FL. PLATE
17'-9" A.F.F.
feet
048

WEST ELEVATION
2 SCALE 1/4" = 1'-0"
2 KEY NOTES 1 EXT. FINISH: 7/8" STUCCO, LA HABRA , NAVAJO WHITE, P-525 23 ACCENT TILE: Villa Azul 10" x 10" Matte Porcelain Tile in Blue 45 BALCONIES: WROGHT IRON FINISH
DOORS AND WINDOWS: METAL WINDOW CORP, ALUMINUM, COLOR: DARK BRONZE EXT. LIGHTING: DARKSKY COMPLIANT
6 EXT. WOOD FINISH: WOOD TRIM, CABOT
SOLID STAIN, COLOR: CHESTNUT BROWN
7 ROOF: BORAL TILE WITH 2-PIECE BOOSTED

BARCELONA CAPS ON ALL EDGES

AND FOR FIRST THREE ROWS ON ALL EAVES,

WITH BOOSTED CAPS MIXED
IN FOR 15% OF FIELD,CASA GRANDE BLEND
8 SANDSTONE CAP: NATURAL SANDSTONE
WALL CAPS 4" THICK
9 SANDSTONE VENEER: NATURAL SANDSTONE
VENEER

E

IA N R OF
I
OF
C
A
L

T A T S
T C E
IT
C H
D
A
R
E

SNECI L

DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
A3.1

ELEVATIONS

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -ARB PRELIMENARY APPROVAL 11-13-2025

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
P
L
12'-0"
PL
30°
2ND FL. PLATE
17'-9" " A.F.
1 1
2 6
6 44
2 6
7 7
89 F.F. ()
0'-0"
RIDGE
23'-2" A.F.F.
7'-6"
2ND FLOOR
23'-10"
10'-3 1/8" A.F.F.
1ST FL. PLATE
9'-0" A.F.F.
2ND FL. PLATE
17'-9" A.F.F.
feet
048

NORTH ELEVATION
2 SCALE 1/4" = 1'-0"
1 89
1 1
1 2
2 2
7 7
7 6
feet
048

EAST ELEVATION (STREET)
2 SCALE 1/4" = 1'-0"
2 KEY NOTES 1 EXT. FINISH: 7/8" STUCCO, LA HABRA , NAVAJO WHITE, P-525 23 ACCENT TILE: Villa Azul 10" x 10" Matte Porcelain Tile in Blue 45 BALCONIES: WROGHT IRON FINISH
DOORS AND WINDOWS: METAL WINDOW CORP, ALUMINUM, COLOR: DARK BRONZE EXT. LIGHTING: DARKSKY COMPLIANT
6 EXT. WOOD FINISH: WOOD TRIM, CABOT
SOLID STAIN, COLOR: CHESTNUT BROWN
7 ROOF: BORAL TILE WITH 2-PIECE BOOSTED

BARCELONA CAPS ON ALL EDGES

AND FOR FIRST THREE ROWS ON ALL EAVES,

WITH BOOSTED CAPS MIXED
IN FOR 15% OF FIELD,CASA GRANDE BLEND
8 SANDSTONE CAP: NATURAL SANDSTONE
WALL CAPS 4" THICK
9 SANDSTONE VENEER: NATURAL SANDSTONE
VENEER

E
IA

N R OFI

OF CA L

T A T S
T C E
IT
C H
D A R
ESNECI
L

DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
A4.0

SECTIONS

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET

NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -ARB PRELIMENARY APPROVAL 11-13-2025

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
feet 0 4 8
SECTION @ STAIR
2 SCALE 1/4" = 1'-0" 1
feet 0 4 8
SECTION @ GREAT ROOM
2 SCALE 1/4" = 1'-0" 2

LIVING BED

BED HALL BATH

STAIR HALL CL
F.F. ()
0'-0"
RIDGE
23'-2" A.F.F.
7'-6"
2ND FLOOR
23'-10"
10'-3 1/8" A.F.F.
1ST FL. PLATE
9'-0" A.F.F.
2ND FL. PLATE
17'-9" A.F.F.

BATH

BATH LIVING ROOM

2.5 12
4 12

1. ALL WALLS AND CEILINGS SHALL BE 5/8" GYPSUM BOARD W/ PTD FINISH

SECTION KEY NOTES SECTION NOTES
ROOF SPRAY FOAM INSULATION:

R-30 HOUSE
1 2 WALLS BATT INSULATION: R-21
4 SLOPE: SLOPE TO DRIVEWAY 1/8": 1' MIN.
3 FLOOR BATT INSULATION:

R-19

SLAB ON GRADE

E
IA

N R OFI

OF CA L

T A T S
T C E
IT
C H
D A R
ESNECI
L

DYLAN CHAPPELL
C - 32913
REN. 5.31.2027
L1.0

LANDSCAPE
PLAN

REVISION
© 2025 DYLAN CHAPPELL ARCHITECTS. THE DESIGN IDEAS

AND PLANS REPRESENTED BY THESE DOCUMENTS ARE THE
PROPERTY OF DYLAN CHAPPELL ARCHITECTS. USE OR COPY
IS PERMITTED BY CONTRACT ONLY. THE USE OR REVISIONS

OF THESE IDEAS OR PLANS IS PROHIBITED WITHOUT THE

WRITTEN PERMISSION OF DYLAN CHAPPELL ARCHITECTS

CHAPPELL

ARCHITECTURE

COMMERCIAL - RESIDENTIAL
4353 BARTON RD
LOOMIS, CA 95650
805.852.1677
I

COORDINATION SET

NOT FOR BIDDING
OR CONSTRUCTION 333 LINDEN AVE SFR 333 LINDEN AVE CARPINTERIA, CA 93013 -ARB PRELIMENARY APPROVAL 11-13-2025

NO DESCRIPTION DATE

CITY CASE NUMBER
PLN2022-2232
NORTH
PP
54 PP
55 PALM 24"
70 11.94
SIG
7 N
1 11.82
WM
72 11.55
LIGH
73 T

11.31 TC
74 11.33
FL
75 10.79
TREE /30"
81 PALM 10"
82 12.52

22.9ft

20.7ft

18.5ft

18.8ft

18.5ft

19.4ft

19.7ft

24.1ft

22.7ft

20.2ft

20.0ft

20.6ft

19.9ft

17.8ft

17.7ft

17.5ft

20.2ft

20.7ft

21.1ft

20.0ft

20.0ft
1329

13.00 1487

13.36 1488

13.71 1489

13.67 1504

13.70 1505

13.61 1506

13.37 1519

12.9 1
5 520

13.16 1521

13.35 1522

13.46 1523

13.70 1524

13.08 1537

12.30 1538

12.61 1539

13.07 1540

13.36 1560

12.24 1561

12.47 1562

13.06 1618

12.67 1641

11.47 1662

11.03 1663

11.16 1682

11.35 1683

11.49 1684

11.93 1685

12.02 1823

11.62 1824

11.67 1825

12.17 1843

12.11 Building
Sid
e
wal
k
C
u
r
b & G
u
t
t
e
r
Si
d
e
wal
k
Light
12" Palm
10" Palm
24" Palm
Powerpole
Powerpole
30" Tree
Water
F
e
n
c
e
Fence
F
e
n
c
e
Fence
2033

11.93 13.00

12.00 12.00
12 0. 0
N45\U+00B0 00' 00"E

45.00'
N45\U+00B0 00' 00"W
157.50'
N45\U+00B0 00' 00"W
157.50'
N45\U+00B0 00' 00"W
LOT 2

45.00'
WM
1 GM
6 3
3 7
4 8
2 1
4 4 4
9 1
DYH

DYHDYHDYHDYHDYHDYH

DYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYHDYH
1 DYH DYH DYH DYH DYH
16 16
16 16
16 16
16 2
2 2
16 4 17
6 6

DYHDYHDYH
feet 0

LANDSCAPE PLAN
SCALE 3/16" = 1'-0" 1

BOTANICAL NAME COMMON NAME QTY SIZE NOTES

FICUS 'GREEN GEM' INDIAN LAUREL

PLANTING LIST

IRRIGATION LEGEND

ID MODEL LENGTH MANUFACTURER PSI NOTES
5/8" Polyethylene
Dripline
500 LINEAR FEET DURA-POL 30

PLANTING LEGEND
OLEA EUROPAEA 'WILSONII' FRUITLESS OLIVE 4 24" BOX

GREWIA OCCIDENTALIS
-ESPALIER STALKED LAVENDER STAR 19 15 GAL
AGAVE ATTENUATA FOX TAIL AGAVE 16 15 GAL

BUXUS MICROPHYLLA JAPONICA
"GREEN BEAUTY" BOXWOOD 8 15 GAL
DYMONDIA MARGARETAE SILVER CARPET 50 4"
Irrigation
S.Isaac
L2.3 Project No.

Sheet Number:
18-38
Revisions:

DATE NAM E
Drawn By:
# NAM E DATE
07/2021
Details
© 2019 Kiesel Design: The design ideas and plans
represented by these documents are the property of Kiesel Design. Use or copy is permitted by contract only. The use or revisions of these ideas or plans is prohibited without the written permission of Kiesel Design.

Type:

Title :

Submittal Date:

October 5, 2020
K I E S E L • D E S I G N
Kiesel Landscape
Architecture, Inc.
422 E Main Street
Ventura, CA 93001
(p) 805.947.0730
[email protected]
CL# 5206
664 Oak Grove Gym
664 Oak Grove Drive
Montecito, CA 93108
APN# 007-140-023

12.31.22 #
Construction Documents
1 10.19.20 Arch. Revised
2 03.22.21 Arch. Revised

08.16.21 3 07.16.21 Arch. Revised
4 08.16.21 Irrig. Revised
30" LENGTH OF WIRE, COILED,

W/WATERPROOF CONNECTION

BALL VALVE
PVC SCH 80 NIPPLE, LENGTH AS REQUIRED
PVC SCH 40 ELL, OR TEE

PVC MAINLINE PIPE

FINISH GRADE TOP OF MULCH

WYE FILTER

CONTROL ZONE VALVE

PRESSURE REGULATOR

VALVE BOX WITH COVER

LATERAL PIPE
BRICK, 4 TOTAL
3" MIN. DEPTH OF 3/4 GRAVEL
1 2
5 4
3 6
8 7
10 9
11 12
13 1
2 5
4 3
4 3
4 6
8 7
10 9
11 12
13 Remote Control Valve for Spray 16 Scale: NTS
Remote Control Valve for Drip 15 Scale: NTS 3" MIN.

VALVE ID TAG
30" LENGTH OF WIRE, COILED

WATERPROOF CONNECTION
PVC SCH 40 MALE ADAPTER

PVC LATERAL PIPE
3" MIN. DEPTH OF 3/4 GRAVEL
BRICK, 4 TOTAL

FINISH GRADE/TOP OF MULCH

REMOTE CONTROL VALVE

VALVE BOX WITH COVER
PVC SCH 80 NIPPLE, LENGTH AS

REQUIRED
PVC SCH 40 ELL

PVC MAINLINE PIPE
1 2
5 4
3 6
8 7
10 9
11 12
13 8
10 9
11 13
12 11 12
Master Valve & Flow Sensor 14 Scale: 1" = 1'-0" Section 30" MAX. 12" MIN. direction of flow
refer to local code
12"
12"
500
W
L K

I I S N
2 1
3 4
5 6
7 REDUCED PRESSURE TYPE BACKFLOW

PREVENTER

SHUT-OFF BALL VALVE

BRASS WYE STRAINER

BRASS PRESURE REGULATOR (IF
SOURCE PRESSURE IS OVER 100 PSI)

BRASS THREADED NIPPLE

BRASS UNION
6 MIL. PIPE WRAP
BRASS ELBOW, TYP.

PVC MAINLINE-CONNECT TO BRASS

ELBOWS WITH PVC MALE ADAPTERS (NOT
SHOWN)
1 CF CONCRETE SUPPORT; POUR IN

PLACE AROUND BRASS PIPE
1 2
5 4
3 6
8 7
10 9
8 10
9 Backflow Preventer 13 Scale: 1" = 1'-0" Section
FLOW
1 FINISH GRADE

JUMBO VALVE BOX AND COVER
CONTROL WIRES W/ 12" MIN. SERVICE COIL

AND WATERPROOF WIRE SPLICE
CONNECTORS. WIRE COLORS PER SPEC.'S

FLOW SENSOR PER SPECIFICATIONS
PVC 45 DEGREE ELL, TYP.

MINIMUM 10x PIPE DIA. UPSTREAM AND MIN. 5X
PIPE DIA. DOWNSTREAM OF STRAIGHT PIPE
PVC 45 DEGREE ELL (TYP.) BUSH DOWN TO

FLOW METER SIZE AS NECESSARY

PVC MAIN LINE-LENGTH AS REQUIRED
GRAVEL (1 CU. FT.)

CONTINUOUS BRICK SUPPORTS

VALVE BOX EXTENSIONS AS REQUIRED

PVC MALE ADAPTER

PVC MALE ADAPTER-BUSH DOWN TO FLOW

METER SIZE AS NECESSARY

MASTER VALVE PER SPECIFICATIONS
1 2
5 4
3 6
8 7
10 9
11 12
13 14
7 5
3 8
1 2
11 10
9 6 6
4 feet 0

TREE PLANTING
N.T.S. 5
feet 0

BACKFLOW PREVENTER
N.T.S. 2
Irrigation
S.Isaac
L2.3
Sheet Number:

Revisions:

DATE NAM E
Drawn By:
# NAM E DATE
07/2021
Details
© 2019 Kiesel Design: The design ideas and plans
represented by these documents are the property of Kiesel Design. Use or copy is permitted by contract only. The use or revisions of these ideas or plans is prohibited without the written permission of Kiesel Design.

Type:

Title :

Submittal Date:

October 5, 2020
K I E S E L • D E S I G N
Kiesel Landscape
Architecture, Inc.
422 E Main Street
Ventura, CA 93001
(p) 805.947.0730
[email protected]
CL# 5206
664 Oak Grove Gym
664 Oak Grove Drive
Montecito, CA 93108
APN# 007-140-023

12.31.22 #
Construction Documents
1 10.19.20 Arch. Revised
2 03.22.21 Arch. Revised

08.16.21 3 07.16.21 Arch. Revised
4 08.16.21 Irrig. Revised
30" LENGTH OF WIRE, COILED,

W/WATERPROOF CONNECTION

BALL VALVE
PVC SCH 80 NIPPLE, LENGTH AS REQUIRED
PVC SCH 40 ELL, OR TEE

PVC MAINLINE PIPE

FINISH GRADE TOP OF MULCH

WYE FILTER

CONTROL ZONE VALVE

PRESSURE REGULATOR

VALVE BOX WITH COVER

LATERAL PIPE
BRICK, 4 TOTAL
3" MIN. DEPTH OF 3/4 GRAVEL
1 2
5 4
3 6
8 7
10 9
11 12
13 1
2 5
4 3
4 3
4 6
8 7
10 9
11 12
13 Remote Control Valve for Spray 16 Scale: NTS
Remote Control Valve for Drip 15 Scale: NTS 3" MIN.

PVC SCH 40 MALE ADAPTER

PVC LATERAL PIPE
3" MIN. DEPTH OF 3/4 GRAVEL
BRICK, 4 TOTAL

FINISH GRADE/TOP OF MULCH

REMOTE CONTROL VALVE

VALVE BOX WITH COVER
PVC SCH 80 NIPPLE, LENGTH AS

REQUIRED
PVC SCH 40 ELL

PVC MAINLINE PIPE
5 4
3 6
8 7
10 9
11 12
13 1
2 5
4 3
6 7
8 10
9 11
13 12
11 12
Master Valve & Flow Sensor 14 Scale: 1" = 1'-0" Section 30" MAX. 12" MIN. direction of flow
refer to local code
12"
12"
500
W
L K

I I S N
2 1
3 4
5 6
7 REDUCED PRESSURE TYPE BACKFLOW

PREVENTER

SHUT-OFF BALL VALVE

BRASS WYE STRAINER

BRASS PRESURE REGULATOR (IF
SOURCE PRESSURE IS OVER 100 PSI)

BRASS THREADED NIPPLE

BRASS UNION
6 MIL. PIPE WRAP
BRASS ELBOW, TYP.

PVC MAINLINE-CONNECT TO BRASS

ELBOWS WITH PVC MALE ADAPTERS (NOT
SHOWN)
1 CF CONCRETE SUPPORT; POUR IN

PLACE AROUND BRASS PIPE
1 2
5 4
3 6
8 7
10 9
8 10
9 Backflow Preventer 13 Scale: 1" = 1'-0" Section
FLOW
1 FINISH GRADE

JUMBO VALVE BOX AND COVER
CONTROL WIRES W/ 12" MIN. SERVICE COIL

AND WATERPROOF WIRE SPLICE
CONNECTORS. WIRE COLORS PER SPEC.'S

FLOW SENSOR PER SPECIFICATIONS
PVC 45 DEGREE ELL, TYP.

MINIMUM 10x PIPE DIA. UPSTREAM AND MIN. 5X
PIPE DIA. DOWNSTREAM OF STRAIGHT PIPE
PVC 45 DEGREE ELL (TYP.) BUSH DOWN TO

FLOW METER SIZE AS NECESSARY

PVC MAIN LINE-LENGTH AS REQUIRED
GRAVEL (1 CU. FT.)

CONTINUOUS BRICK SUPPORTS

VALVE BOX EXTENSIONS AS REQUIRED

PVC MALE ADAPTER

PVC MALE ADAPTER-BUSH DOWN TO FLOW

METER SIZE AS NECESSARY

MASTER VALVE PER SPECIFICATIONS
1 2
5 4
3 6
8 7
10 9
11 12
13 14
3 5
8 7
5 3
8 12
1 2
13 14
11 10
9 6 6
4 eral Lengths (Feet)
24" Spacing
al Flow (gph) Nominal Flow (gph)
250 424 322
294 508 368
350 586 414
402 652 474
420 720 488
455 780 514
" Spacing

0.9 0.6 0.9

INSET A
PVC supply pipe from
control zone kit
er spacing to be based on soil
vation. see Rain Bird XFS dripline
.
d not exceed the maximum length
oint of area.
sign pressure over 50 psi, it is
s be installed on each fitting.
spacing to be
nd changes in
ne installation
hould not exceed
ccompanying table.
gh point of area.
th design pressure
stainless steel
40 tee or ell (TYP.)
nifold
feet 0

MASTER VALVE
N.T.S. 4
feet 0

DRIP VALVE
N.T.S. 3
S.Isaac
Project No.
18-38
Revisions:

DATE NAM E
Drawn By:
# NAM E DATE
07/2021
© 2019 Kiesel Design: The design ideas and plans
represented by these documents are the property of Kiesel Design. Use or copy is permitted by contract only. The use or revisions of these ideas or plans is prohibited without the written permission of Kiesel Design.

Type:

Title :

Submittal Date:

October 5, 2020
K I E S E L • D E S I G N
Kiesel Landscape
Architecture, Inc.
422 E Main Street
Ventura, CA 93001
(p) 805.947.0730
[email protected]
CL# 5206
664 Oak Grove Gym
664 Oak Grove Drive
Montecito, CA 93108
APN# 007-140-023

12.31.22 #
Construction Documents
1 10.19.20 Arch. Revised
2 03.22.21 Arch. Revised

08.16.21 3 07.16.21 Arch. Revised
4 08.16.21 Irrig. Revised
30" LENGTH OF WIRE, COILED,

W/WATERPROOF CONNECTION

BALL VALVE
PVC SCH 80 NIPPLE, LENGTH AS REQUIRED
PVC SCH 40 ELL, OR TEE

PVC MAINLINE PIPE

FINISH GRADE TOP OF MULCH

WYE FILTER

CONTROL ZONE VALVE

PRESSURE REGULATOR

VALVE BOX WITH COVER

LATERAL PIPE
BRICK, 4 TOTAL
3" MIN. DEPTH OF 3/4 GRAVEL
1 2
5 4
3 6
8 7
10 9
11 12
13 1
2 5
4 3
4 3
4 6
8 7
10 9
11 12
13 Remote Control Valve for Spray 16 Scale: NTS
Remote Control Valve for Drip 15 Scale: NTS 3" MIN.

VALVE ID TAG
30" LENGTH OF WIRE, COILED

WATERPROOF CONNECTION
PVC SCH 40 MALE ADAPTER

PVC LATERAL PIPE
3" MIN. DEPTH OF 3/4 GRAVEL
BRICK, 4 TOTAL

FINISH GRADE/TOP OF MULCH

REMOTE CONTROL VALVE

VALVE BOX WITH COVER
PVC SCH 80 NIPPLE, LENGTH AS

REQUIRED
PVC SCH 40 ELL

PVC MAINLINE PIPE
1 2
5 4
3 6
8 7
10 9
11 12
13 1
2 5
4 3
6 7
8 10
9 11
13 12
11 12
Master Valve & Flow Sensor 14 Scale: 1" = 1'-0" Section 12" MIN.
direction of flow
ocal code
2 1
3 REDUCED PRESSURE TYPE BACKFLOW

PREVENTER

SHUT-OFF BALL VALVE

BRASS WYE STRAINER

BRASS PRESURE REGULATOR (IF
1 2
4 3
FLOW
1 FINISH GRADE

JUMBO VALVE BOX AND COVER
CONTROL WIRES W/ 12" MIN. SERVICE COIL

AND WATERPROOF WIRE SPLICE
CONNECTORS. WIRE COLORS PER SPEC.'S

FLOW SENSOR PER SPECIFICATIONS
PVC 45 DEGREE ELL, TYP.

MINIMUM 10x PIPE DIA. UPSTREAM AND MIN. 5X
PIPE DIA. DOWNSTREAM OF STRAIGHT PIPE
PVC 45 DEGREE ELL (TYP.) BUSH DOWN TO

FLOW METER SIZE AS NECESSARY

PVC MAIN LINE-LENGTH AS REQUIRED
GRAVEL (1 CU. FT.)

CONTINUOUS BRICK SUPPORTS

VALVE BOX EXTENSIONS AS REQUIRED

PVC MALE ADAPTER

PVC MALE ADAPTER-BUSH DOWN TO FLOW

METER SIZE AS NECESSARY

MASTER VALVE PER SPECIFICATIONS
1 2
5 4
3 6
8 7
10 9
11 12
13 14
7 5
3 8
1 2
11 10
9 6 6
4 PERMEABLE PAVER: ANGELUS PERMEABLE COURTYARD
PAVERS, SAND-STONE-MOCHA. ASHLAR PATTERN

KEY NOTES
1 2
3 4
(E) SIDEWALK:
6' TALL WOODEN FENCE ON PROPERTY LINE: NATURAL
FINISH
5 6 STUCCO SITE WALL: 30" TALL SMOOTH STUCCO SITE

WALL TO MATCH HOUSE
7 (P) CURB CUT AND APRON:
8 (E) 30" SYCAMORE TREE TO BE PROTECTED IN PLACE:

SEE ARBORIST REPORT
9 (E) PALM TREE TO BE REMOVED:
10 (E) WATER METER: 3/4" WATER METER, 1 1/2" MAIN.

WATR METER SIZE IS TO BE APPROVED BY THE CITY
FIRE DEPARTMENT. (PROTECT IN PLACE)
11 (P) GAS METER: 1 1/2" MAIN LINE TO BUILDING
12 (P) N200 AMP PANEL:WORKING CLEARANCE: PROVIDE
30" WIDE X 36" DEEP WORKING CLEARANCES AT
PANELS. CEC SEC. 110.26 (A)(1). PROVIDE 6'-6" HEAD
ROOM AT SERVICE PANEL. CEC 110.26 (2) & (3).
(P) A/C COMPRESSOR: WITH DISCONNECT SWITCH

THAT IS REQUIRED WITHIN SIGHT OF AND NOT OVER
50 FT FROM AIR CONDITIONER PER CMC 903.2.7.
(P) FIRE SPRINKLER RISER
13 14
TREE PROTECTION FENCING: SEE TPP AND ARBORIST
REPORT
15 FLAGSTONE: ON CONCRETE PAD
16 3/8 " GRAVEL MULCH:
17 42" TALL WOODEN FENCE ON PROPERTY LINE: NATURAL
FINISH
61 15 GAL
WUCOLS
MED

VERY LOW
MED
LOW
MED
LOW
TREES
SHRUBS
IRIS 'NADA' BUTTERFLY IRIS 24 1 GAL
LOW
@ FLAGSTONE JOINTS

MATERIAL LEGEND
PEA GRAVEL 3/8"

DEL RIO OR

HANDLY GOLD
FLAGSTONE:

BUCKSKIN OR OKLAHOMA
PERMEABLE PAVER:

ANGELUS PERMEABLE

COURTYARD PAVERS,
SAND-STONE-MOCHA.

ASHLAR PATTERN

DECOMPOSED GRAITE SYNTHETIC LAWN

RHAPHIOLEPIS UMBELLATA
'MINOR'

DWARF YEDDA
HAWTHORN 26 15 GAL LOW DYH

ANIGOZANTHOS
' ORANGE CROSS'

ORANGE CROSS
KANGAROO PAWS 6 5 GAL MED-LOW

ANIGOZANTHOS
' RED CROSS'

RED CROSS
KANGAROO PAWS 10 5 GAL MED-LOW

ANIGOZANTHOS
'YELLOW GEM'

YELLOW GEM
KANGAROO PAWS 7 5 GAL MED-LOW

PENNISETUM SETACEUM
'RUBRUM'

PURPLE FOUNTAIN
GRASS 8 5 GAL LOW

CHONDROPETALUM TECTORUM
'EL COMPO' CAPE RUSH 7 5 GAL LOW

SUCCULENTS

GRASSES

GROUNDCOVER
CAREX DIVULSA BERKELEY SEDGE 160 1 GAL LOW
PHORMIUM ' AMAZING RED' NEW ZELAND FLAX 6 5 GAL LOW

Attachment E
Minutes from the February 2, 2026
Planning Commission Meeting
Coeler New Residence
23-2232-DP/LLA/CDP/ARB
June 1, 2026

Attachment F
CEQA Notice of Exemption
Coeler New Residence
23-2232-DP/LLA/CDP/ARB
June 1, 2026

Notice of Exemption Appendix E
Revised 2011
To: Office of Planning and Research
P.O. Box 3044, Room 113
Sacramento, CA 95812-3044
County Clerk
County of: __________________
___________________________
___________________________
From: (Public Agency): ____________________________
_______________________________________________
_______________________________________________
(Address)
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County: _____________________ Description of Nature, Purpose and Beneficiaries of Project:

Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Project: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);

Declared Emergency (Sec. 21080(b)(3); 15269(a));

Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
† Categorical Exemption. State type and section number: ____________________________________ † Statutory Exemptions. State code number: ______________________________________________ Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________ Area Code/Telephone/Extension: _______________ If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? ҏ Yes
No
Signature: ____________________________ Date: ______________ Title: _______________________

Signed by Lead Agency
Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR: _______________ Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.

City of Carpinteria
5775 Carpinteria Avenue
Carpinteria, CA 93013
Santa Barbara
105 East Anapamu Street
Santa Barbara, CA 93101
Coeler New Residence
Dylan Chappell, Chappell Architecture
Carpinteria Santa Barbara
City of Carpinteria
Peter and Barbara Coeler, property owners
§15303, §15304, §15305, & §15332
Syndi Souter, Senior Planner (805) 755-4405
Syndi Souter 6/1/2026 Senior Planner
Print Form
The proposed project would allow the construction of a new 3,520 square foot two-story single-family residence with a detached 840 square foot three-car garage and a lot line adjustment to the common lot line with the adjacent property at 355 Linden Avenue.

The project includes only the construction of a new SFD, garage, and a minor LLA that does not create a new parcel, wherein the project is consistent with the City’s GP/LCP & Zoning Code, is within city limits on a site of no more than 5 acres substantially surrounded by urban uses, and the project site has no value as habitat for endangered, rare or threatened species. Approval of the project would not result in any significant effects. 333 & 355 Linden Avenue, Carpinteria, CA 93013 (APN 003-440-027 & -028)

Attachment G
Exhibit 2
Planning Commission Meeting Minutes
Coeler New Residence
23-2232-DP/LLA/CDP/ARB
September 14, 2026

MINUTES, PLANNING COMMISSION

CITY OF CARPINTERIA

CARPINTERIA, CALIFORNIA
June 1, 2026
Regular Meeting
5:30 P.M.

CALL TO ORDER and ROLL CALL
The meeting was called to order at 5:30 p.m. by Chair Moyer.

Commissioners Present:

John Moyer, Chair
Jane L. Benefield, Vice-Chair
David Allen
Glenn La Fevers
Alexandra VanAntwerp
Others Present:

Nick Bobroff, Community Development Director
Bret McNulty, Principal Planner
Megan Musolf, Assistant Planner
Cody Sargeant, City Attorney

CALL TO ORDER &

ROLL CALL
PLEDGE OF ALLEGIANCE – Chair Moyer led the flag salute. PLEDGE

INTRODUCTIONS, PRESENTATIONS, ANNOUNCEMENTS
Community Development Director Nick Bobroff made the following announcements: 1) There will be a Town Hall Meeting this Thursday, June 4th at 5:30 p.m. in the Council Chambers to share information on the City’s budget challenges and the proposed revenue measure, as well as to seek community input on prioritizing essential services. 2) The 30-day public comment period for the General Plan/Coastal Land Use Plan Update Notice of Preparation & Scoping Meeting will wrap up this Friday, June 5th at 5:00 p.m. The purpose is to solicit feedback and comments on the scope and content of the EIR. For more information visit the City’s Hot Topics website or email long range planning staff at [email protected]. 3) The Environmental Impact Report process is ready to kick off for the proposed Farm residences project at the Tee Time property. The 30-day Public Scoping and Notice of Preparation comment period will run from June 11th to July 10th. There will also be a Public Scoping Meeting on Tuesday, June 30th at 5:30 p.m. in the Council Chambers.

ANNOUNCEMENTS

PUBLIC COMMENT
Annie Sly commented on short-term rental license allocations. She said a graphic displayed at a recent meeting showed 218 short-term rental licenses with 11.5% that have not been assigned. She asked that we not assign that

11.5% and reduce the 218 licenses. She believes loss of bed tax can be made up by finding and fining illegal rentals and noted six new hotel rooms on Carpinteria Avenue. She said people she knows in her beach community

PUBLIC COMMENT

MINUTES, PLANNING COMMISSION June 1, 2026
Regular Meeting

would much rather have long-term rentals than short-term ones.

CONSENT CALENDAR
1) Approve the Minutes of the meeting held April 6, 2026 MOTION
Upon a motion by Commissioner Allen, seconded by Commissioner Benefield, the Planning Commission voted unanimously by voice vote to approve the minutes of the regular Planning Commission meeting of April 6, 2026, as submitted.

CONSENT CALENDAR

NEW PUBLIC HEARING
2) Verizon Wireless Communications Facility
Planner: Bret McNulty
Applicant: Celeste Magennis, Centerline Communications, for Verizon Wireless, LLC
Address: 912 Linden Avenue, (other addresses 944, 954, 962, and 970) Continued hearing from February 2, 2026, on the request of Celeste Magennis, Centerline Communications, for Verizon Wireless, LLC to consider Project 25-2336-CUP/CDP/ARB (application filed on March 6, 2025) for approval of a Conditional Use Permit and Coastal Development Permit to allow for installation of a new wireless telecommunications facility with screening on the roof top of an existing single-story retail-commercial building, including two (2) new wireless antenna arrays adjacent to the sides of the Carpinteria clock tower, one (1) new wireless antenna array at the south end of the building , and one (1) battery and radio support equipment enclosure on the roof of an accessory structure at the rear of the building along Cactus Lane, roof top access ladders, and dedicated parking for an emergency generator truck, and installation of utility connections within the Cactus Lane public right of way under the provisions of Section 6409(a) of the federal Spectrum Act; the Carpinteria Municipal Code (CMC) § 14.22 Central Business District, § 14.44 Visitor Serving/Highway Commercial Overlay District, § 14.62.010 Conditional Use Permit, § 14.56 Wireless Communications; and to approve an Exemption pursuant to §15301 and §15303 of the California Environmental Quality Act (CEQA) Guidelines. The application involves APN: 003-263-029, addressed as 912 Linden Avenue, (other addresses 944, 954, 962, and 970).

Applicant has requested a continuance of this item to the December 7, 2026 Planning Commission Meeting.

NEW PUBLIC

HEARING

MINUTES, PLANNING COMMISSION June 1, 2026
Regular Meeting

Principal Planner Bret McNulty presented the staff report. He explained that the applicant asked for a continuance to the December 7, 2026 Planning Commission meeting to review alternative locations for the project. He said Staff reviewed their request, believes it’s reasonable and supports a recommendation for that continuance.

Commissioner VanAntwerp asked for information on the alternatives. Mr.

McNulty said there is the Chrisman California Islands Center Building, the “Lindamar” building (occupied by the Nugget, etc.) and Verizon is continuing to look at the Veterans Hall’s clocktower. They have an alternative study that previously identified possible site alternatives, as well.

PUBLIC COMMENT OPENED
Michelle Duarte of Centerline Communications, agent on behalf of Verizon, said they are looking at the Veterans Building as an alternative and will have more information in the coming months.

PUBLIC COMMENT CLOSED
MOTION
Upon a motion by Commissioner Benefield, seconded by Commissioner VanAntwerp, the Planning Commission voted unanimously to extend the Verizon Communications facility matter to the December 7, 2026 Planning Commission hearing. Motion passed 5-0 by the following roll call vote:

Commissioner VanAntwerp voted yes, Commissioner La Fevers voted yes, Commissioner Allen voted yes, Commissioner Benefield voted yes and Chair Moyer voted yes.
3) Surf Cottages Condominiums
Planner: Megan Musolf
Applicant: Eva Turenchalk, agent, for Michael Haber, Surf Cottages LLC
Address: 4716 Seventh Street
Hearing at the request of Eva Turenchalk, agent, for Michael Haber, Surf Cottages LLC, to consider Project 25-2331-DP/CDP/ARB (application filed February 13, 2025) for approval of a Development Plan and Coastal Development Permit to remodel and add a second story and garage to an existing single-family dwelling, and construct a new two-story two unit building with two attached garages, to create a total of three condominium units on the property; and to approve an Exemption pursuant to §15301, 15303, and 15332 of the California

MINUTES, PLANNING COMMISSION June 1, 2026
Regular Meeting

Environmental Quality Act (CEQA) Guidelines. A parcel map for a three-unit condominium project was previously approved by the City Council and recorded with the County of Santa Barbara as Parcel Map 25,187 on December 18, 2023. The property is a 10,998 square foot (0.25 acre) parcel zoned Planned Residential Development (PRD-15) and shown as APN 003-301-020, addressed as 4716 Seventh Street.

Assistant Planner Megan Musolf presented the staff report. She said staff is recommending adoption of project Resolution PC-26-004, its CEQA Exemptions, findings and conditions of approval. She proceeded to answer questions.

Commissioner La Fevers asked whether it is appropriate for the Commission to approve the project based on a pending change to the flood hazard map. Ms. Musolf answered that the new maps become effective on June 10, 2026 and were issued with final letters of determination. She said it’s nearly certain the new maps are going into effect.

City Attorney Cody Sargeant explained the approach is generally acceptable, because the City can require compliance with FEMA requirements that exist when permits are issued for construction. He said it’s near certainty they will go into effect in 10 days, and if not, the project would have to comply with applicable floodproofing provisions of the CMC.

Commissioner VanAntwerp wanted to ensure the homeowners association would happen. Ms. Musolf explained there is a condition of approval that City staff will review and approve the CC&Rs, and the CC&Rs will need to be recorded when the project records the condominium plan so the units can be sold separately, and a homeowner’s association is required by state condominium law.

Community Development Director Nick Bobroff added that as part of staff review, they will ensure that conditions such as long-term maintenance are addressed in the development’s CC&Rs.

PUBLIC COMMENT OPENED
Eva Turenchalk, agent and land use consultant for applicant Michael Haber, said she was available for questions.

PUBLIC COMMENT CLOSED
Commissioner VanAntwerp asked about the reason for the height reductions, and Ms. Turenchalk explained it was due to the flood plain

MINUTES, PLANNING COMMISSION June 1, 2026
Regular Meeting

change where they were able to lower it just over 2 feet.

Commissioner La Fevers expressed support for the project. He said he likes what he sees and it is appropriate for its location. He is pleased to see it developed at a 3-unit density, noting the area has been identified in the Housing Element as an appropriate area for increased density. He likes that the height was lowered and is comfortable with the 8-inch encroachment into the front yard setback. He asked for a condition that requires the project to return to the Planning Commission should the maps not go into effect, noting they could lead to a redesign resulting in a change in heights.

Commissioner Allen expressed support and said he likes the communityfriendly look. He agreed if major design revisions take place he would like it to return to the ARB as well as the Planning Commission.

Commissioner VanAntwerp likes the project and said she was relieved to see the story poles were lowered.

Commissioner Benefield said she asks herself whether she would like to live there, and she would love to live there. She described it as in-fill, attractive and better than it is now. She has no complaints since she really hates the color white.

Chair Moyer said the black and white is a style he likes and wanted the applicant to keep it. He likes that the project is for sale, is 3-bedroom units and family oriented. He commented that families invest in different ways that make our city stronger and more compatible.

MOTION
Commissioner Allen moved they adopt Resolution No. PC-26-004 approving Project 25-2331-DP/CDP to grant a Development Plan and Coastal Development Permit to allow the remodel and additions as presented; to approve the CEQA Exemption pursuant to §15301, 15303 and 15332 of the guidelines; to adopt the findings in Attachment A, Exhibit 1 and Conditions of Approval as proposed in Attachment A, Exhibit 3; and to accept the modification to allow the minor encroachment of the porch columns for the single-family dwelling to encroach into the front setback, and to propose the revision suggested by Commissioner La Fevers to Condition No. 11. Commissioner Benefield seconded the motion. Motion passed 5-0 by the following roll call vote: Commissioner VanAntwerp voted yes, Commissioner La Fevers voted yes, Commissioner Allen voted yes, Commissioner Benefield voted yes, and Chair Moyer voted yes.

BREAK – Chair Moyer called for a 3-minute break.

MINUTES, PLANNING COMMISSION June 1, 2026
Regular Meeting

4) Coeler New Residence
Planner: Syndi Souter
Applicant: Dylan Chappell, architect, for Peter and Barbara Coeler Address: 333 Linden Avenue
Continued hearing from May 4, 2026, at the request of Dylan Chappell, architect, for Peter and Barbara Coeler, to consider Project 23-2232- DP/LLA/CDP/ARB (application filed July 13, 2023) for approval of a Development Plan, Lot Line Adjustment, and a Coastal Development Permit to construct a new 3,520 square foot two-story single-family residence with a detached 840 square foot three-car garage and a Lot Line Adjustment with the adjacent property at 355 Linden Avenue that would result in two 7,537 square-foot parcels under the provisions of Carpinteria Municipal Code (CMC) §14.14- Planned Residential Development District, §14.68- Development Plan, and §16.12- Map Provisions; and to approve an Exemption pursuant to §15303, §15304, §15305, and §15332 of the California Environmental Quality Act (CEQA) Guidelines. The application involves APNs 003-440-027 and - 028, addressed as 333 and 355 Linden Avenue.

Community Development Director Nick Bobroff, filling in for Senior Planner Syndi Souter, presented the staff report. He said staff believes that the changes substantially address commissioners’ concerns brought up at the last meeting, help reduce the perceived scale of the residence as viewed from the street, and go a long way toward addressing pedestrian, cyclist and motorist safety concerns by eliminating the driveway off Linden Avenue.

He said the project meets all required zoning standards of the PRD zone district, and staff is recommending approval of the revised design.

Commissioner La Fevers asked if the demo of the corner lot’s garage would occur during this project and leave the parcel with no parking. Mr. Bobroff explained the corner lot would have a lot line adjustment and demolition of the detached garage, leaving the property without a garage, which under Assembly Bill 2097 is now allowed (AB 2097 eliminates required parking standards for any new residential or commercial project within a ½ mile radius of a transit stop).

PUBLIC COMMENT
Project architect Dylan Chappell with project manager George Manuras, on behalf of the owners, said there are a lot of wins. Mr. Chappell said the den is eliminated, which improves the floor plan, and the palm tree is saved. He said the house has been reduced and pushed a little forward to make room for the garage in back.

MINUTES, PLANNING COMMISSION June 1, 2026
Regular Meeting

City Attorney Cody Sargeant stated there has been no vacation rental application received from the applicant.

Marilyn Jenkins expressed opposition to the project. The following are highlights from her comments: She asked that the project be scaled back and believes it does not meet the guidelines for the neighborhood. The homes built by this developer are not small bungalows and change the character of the neighborhood. The home creates detrimental shadowing to her property and destroys the entrance to the beach neighborhood. The contractor’s three homes have a lack of diversity in style and are all the same size, creating a subdivision of mansions in the beach neighborhood.

None are single-family homes or multi-family, and they are all short-term rentals with one bathroom for each bedroom. Her home is 1900 square feet and will be completely dwarfed, and this new project will be even more imposing. She questioned whether we should allow one couple to have such a huge impact on our community.

Lisa Woolf also expressed opposition. She brought to attention that the Coelers are investors who are not even present at tonight’s meeting, and she described the project as a greedy move. She said the big picture is they are building 5 houses: 2 on Linden and 3 on Dorrance Way. She pointed out that the controversial Surfliner hotel is adding 35 rooms, while the Coeler’s Playa Lodging project of 11 rooms along with their 5 projects are bringing 30 rooms to the neighborhood. She explained the Coelers have been doing this methodically and one-by-one to escape attention, and they have created an entire block of vacation rental rooms.

PUBLIC COMMENT CLOSED
Commissioner Benefield said no, it’s too big. The residence on the corner is going to be knocked down, and another big monster will be there. The building looks great but it’s next to a single-family home. Let’s not continue to do this, she said.

Chair Moyer commented that a one-story bungalow is not economically affordable for a developer. He said 30% of Carpinteria is old and needs to be renovated, and you cannot expect someone to build at a loss. He said he appreciates the Playa Lodging development and described it as having previously been a low-rent bad scene. He appreciates the changes the applicant made. He doesn’t like demonizing a citizen that has sunk a lot of money and energy into rebuilding Carpinteria. He expressed support for the project.

Commissioner VanAntwerp said she appreciates that the circulation issue was addressed but remains very concerned about the scale, pedestrian

MINUTES, PLANNING COMMISSION June 1, 2026
Regular Meeting

experience, Linden Avenue’s overall look and corridor character and compatibility of the beach neighborhood. She said it doesn’t conform to General Plan findings regarding size, mass and scale and is not compatible with this neighborhood. The specific various inconsistencies that she found with the General Plan for that particular project were LU-3i, CD-1, and CDS1-3.

Commissioner La Fevers expressed support for the project. He appreciates that the issues were addressed and said it is unfortunate there is not going to be consensus by the commissioners. Regarding development, he thinks the community should support the upgrading of our environment and influx of interest and money to upgrade properties with high quality construction. He noted the variety in the beach neighborhood and sees this one project as being another positive addition to it and the community. He noted these are large lots and twice as big as many of the lots in the neighborhood, so they can support a larger home. He does not know if it will be a beach rental, noting that a bathroom for each bedroom is what people want nowadays.

He pointed out, among other things, that the commission has to review projects individually and without bias.

Commissioner Allen also expressed support. He spoke about how he finds it heartbreaking to see “McMansions” in the beach neighborhood but thinks the City has done a fairly good job keeping neighborhood compatibility. He explained they cannot make decisions based on the character of the applicant before them, noting they are bound to laws and ethics. He said he is appreciative of the applicant’s willingness to work with their suggestions and it is great they relocated the driveway, making the street much more pleasant. He said it’s not large for the neighborhood or the lot, and he likes the look, with its welcoming front and plantings. He’s glad we aren’t fighting about the height, which we have done with so many projects.

Commissioner Benefield took offence at the implications she is being subjective. She explained they are not there to understand the economics of the project and are there to determine land use, compatibility, etc.

Commissioner Allen agreed.

Commissioner VanAntwerp reviewed various inconsistencies that she found with the General Plan and said it is why she could not approve the project.

MOTION
Commissioner La Fevers moved that the Planning Commission adopt Resolution PC-26-001 thereby approving the Development Permit, lot line adjustment and Coastal Development Permit for Project 23-2232-DP/CDP for the construction of a new single-family residence with a detached

MINUTES, PLANNING COMMISSION June 1, 2026
Regular Meeting

garage and adjust the lot line with the adjacent property at 355 Linden Avenue. Commissioner Allen seconded the motion. Motion passed 3-2 (Benefield and VanAntwerp opposed) by the following roll call vote:

Commissioner La Fevers voted yes, Commissioner VanAntwerp voted no, Commissioner Allen voted yes, Commissioner Benefield voted no, and Chair Moyer voted yes.

OTHER BUSINESS - None OTHER BUSINESS

MATTERS PRESENTED BY COMMISSIONERS
Commissioner Allen reminded all that despite the seasonal beach closure being lifted, the harbor seals remain protected from harassment year-round under federal law. Among other things, he said one person on the beach can discourage the seals all day and deprive thousands of visitors from seeing them.

Commissioner Benefield announced that there will be monthly Carpinteria Matters meetings. She also reminded all to vote in tomorrow’s election.

MATTERS

PRESENTED
DIRECTOR’S REPORT
5) Action Minutes of the Architectural Review Board – NONE 6) Calendar for the month of June
7) Planning Activity Report for the month of May
8) Building Permit Report for the month of May
Housing project highlights include that the kick-off for the Farm Project’s EIR is about to take place, the Via Real Townhomes application has been deemed complete, and the Ogan Road Builder’s Remedy project remains on pause pending the outcome of active litigation. The Palms construction is now underway and scaffolds are up. In addition, the Chevron decommissioning project is on pause, with onshore work on hold until permits are approved and offshore work commences mid-June.

DIRECTOR'S REPORT

ATTENDANCE OF PLANNING COMMISSIONERS FOR THE
NEXT MEETING – Commissioner Allen says he will be attending via Zoom. All other members plan to be present.

ATTENDANCE FOR

NEXT MEETING
ADJOURNMENT – Chair Moyer adjourned the meeting at 7:28p.m. ___________________________
Secretary, Planning Commission
ATTEST:

ADJOURNMENT

MINUTES, PLANNING COMMISSION June 1, 2026
Regular Meeting

___________________________
Chair, Planning Commission

Attachment H
New Single-Family Residences in the
Beach Neighborhood
Coeler New Residence
23-2232-DP/LLA/CDP/ARB
September 14, 2026

Attachment H
New Single-Family Residences in the Beach Neighborhood
(approved by the Planning Commission from 2020 to present) Project Address Size of
Single-Family
Residence
(sq. ft.)
Total Size
(sq. ft.,
including
garages and
accessory
bldgs.)
Lot Size
(sq. ft.)
Maximum
Height
(feet)
Planning
Commission
Approval Date
Howard
New
Residence
4818 Dorrance Way 2,197 3,155 5,471 26.17 9/5/2023
Scerni
New
Residence
4608 Fourth Street 2,257 2,761 11,556 29.38 9/5/2023
Coeler
New
Residence
#1
333 Linden Avenue 3,520 4,360 7,537 24.08 6/1/2026
Coeler
New
Residence
#2
4934 Dorrance Way 3,312 3,749 5,582 24.92 8/4/2025
Coeler
New
Residence
#3
4949 Dorrance Way 3,056 3,433 4,500 24.08 8/4/2025

City of Carpinteria

COUNCIL AGENDA STAFF REPORT

ITEM FOR COUNCIL CONSIDERATION
Approval of a Special Event Permit Application for the 2026 California Avocado Festival, scheduled to run from Friday, October 2, 2026, through Sunday, October 4, 2026, including designation of the event footprint as a public park.

STAFF RECOMMENDATION

1. Approve the Special Event Permit for the 2026 California Avocado Festival pursuant to Carpinteria Municipal Code Chapter 10.68, Special Events;

2. Designate the area of the event footprint as a public park during the hours of operation and approve its use for the event pursuant to Carpinteria Municipal Code Section12.24.022, Permits Special Public Park Use; and
Sample Motion: I move to:

1. Approve the Special Event Permit for the 2026 California Avocado Festival pursuant to Carpinteria Municipal Code Chapter 10.68, Special Events.

2. Designate the area of the event footprint as a public park during the hours of operation and approve its use for the event pursuant to Carpinteria Municipal Code Section 12.24.022, Permits Special Public Park Use; and

BACKGROUND
The California Avocado Festival (Festival) is an annual community event operated by California Avocado Festival, Inc. (Applicant) in cooperation with the City of Carpinteria.

Established in 1986, the Festival is held each year in downtown Carpinteria and attracts thousands of visitors over the course of the event weekend.

The Festival provides several economic and community benefits to Carpinteria.

According to the Applicant, the Festival has historically attracted approximately 40,000 attendees over the three-day event. In previous years, the City Council has recognized the Festival's contribution to the local economy, including opportunities for local Agenda Section: Other Business
Agenda Item No.: 15
Council Meeting Date: September 14, 2026

Special Event Permit Application for 2026 California Avocado Festival September 14, 2026

nonprofit organizations to raise funds and increased patronage of local businesses. The Festival also promotes Carpinteria and its agricultural heritage as a family-friendly community and visitor destination. Increased visitor activity during the Festival weekend may also contribute to transient occupancy tax revenue.

The City participates in event coordination activities, particularly those related to safety, and provides temporary traffic control
6-2027 (FY 26/27) budget includes financial
support for law enforcement services and post-event street cleaning. These services are coordinated among City departments, public safety agencies, and the Applicant to facilitate a safe and successful event.

The purpose of this agenda item is for the City Council to consider approval of the Applicant's Special Event Permit for the 2026 California Avocado Festival (40th anniversary event). The permit would authorize the Festival to operate within portions of the public right-of-way and, subject to the City's approval, allow the sale and service of alcoholic beverages on public property.

DISCUSSION
The Applicant has submitted a Special Event Permit Application for the 2026 California Avocado Festival, included as Attachment A. The proposed Festival layout is included as Attachment B, and the Applicant's Project Description, which provides additional information regarding event operations, is included as Attachment C. The Festival is proposed to operate from Friday, October 2, through Sunday, October 4, 2026.

The proposed event hours are:

Friday: 1:00 p.m. to 11:00 p.m.

Saturday: 11:00 a.m. to 10:00 p.m.

Sunday: 11:00 a.m. to 6:00 p.m.

These hours represent a modest change from recent years. The Festival would begin one hour later on Saturday and Sunday and conclude one hour earlier on Sunday.

The proposed Festival footprint, which has remained generally consistent for many years, includes Linden Avenue between Carpinteria Avenue and Sixth Street, as well as portions of intersecting streets within the event area. The footprint also includes the courtyard at the Carpinteria Arts Center. The proposed event layout is included as Attachment B.

Linden Avenue between Carpinteria Avenue and Sixth Street would be closed beginning the morning of Thursday, October 1, to facilitate event setup and is anticipated to reopen to vehicular traffic late Sunday evening, October 4.

Special Event Permit Application for 2026 California Avocado Festival September 14, 2026

The Applicant would provide most of the Festival's electrical power through portable generators. The Applicant would also provide portable hand-washing stations and urinal/toilet facilities, as well as janitorial services. The City public restrooms at Parking Lot No. 1 (Ninth Street) and Parking Lot No. 3 (Fifth Street) would remain closed throughout the Festival due to the potential for overuse associated with the large number of Festival attendees and the availability of portable restroom and handwashing facilities provided by the Applicant throughout the Festival area.

The Applicant is requesting authorization to sell and serve alcoholic beverages within a designated portion of the Festival footprint identified as the Designated Alcohol Area in Attachment B. The City has historically accommodated the Festival's request for alcoholic beverage sales and service by temporarily designating the Festival footprint as a public park during event operating hours and authorizing its special use pursuant to Carpinteria Municipal Code Section 12.24.022. This provision allows for nighttime use of the area and the service and consumption of alcoholic beverages when specifically authorized as part of a Special Event Permit. The Applicant's Alcoholic Beverage Control (ABC) license application is consistent with the Special Event Permit Application. The proposed hours for alcoholic beverage sales and service are:

Friday: 1:00 p.m. to 10:30 p.m.

Saturday: 11:00 a.m. to 9:30 p.m.

Sunday: 11:00 a.m. to 6:30 p.m.

Any ABC license issued for the Festival would remain subject to the conditions and restrictions established by the Department of Alcoholic Beverage Control, including limitations on the location and hours of alcoholic beverage sales and service.

The Special Event Permit Application includes requests for law enforcement services (SBSO), and temporary traffic control
and street cleaning services from the City. These requests are consistent with prior Festival operations and City approvals.

The City has budgeted up to $15,000 for law enforcement services related to this event.

The number of Sheriff's deputies assigned to the Festival and their schedules are determined by SBSO in coordination with the Applicant. Any law enforcement costs exceeding the City's budgeted contribution would be the responsibility of the Applicant.

The total cost of law enforcement services for the 2026 Festival is currently estimated at $20,000. The Applicant would also provide private security personnel, at their own expense, to patrol the Festival footprint during event hours and overnight. Private security services would supplement, but not replace, law enforcement and code compliance patrols provided by SBSO and the City's Community Development Department Code Compliance Division.

The estimated cost of temporary traffic control and post-event street cleaning is $17,400. This estimate includes:

Special Event Permit Application for 2026 California Avocado Festival September 14, 2026

events. Health inspectors visit each food vendor booth before serving food to the public.

2. Mandatory Alcoholic Beverage Servers Training: All volunteers who serve alcoholic beverages are required to participate in the State of California ABC server training. The server training is intended to minimize public intoxication and violations of alcohol regulations.

3. Event Security: The Applicant is responsible for providing qualified private event security services.

4. Public Safety: The City and Applicant cooperatively fund special event law The City pays the cost of these services up to $15,000, and the Applicant is responsible for any amount in excess of $15,000, which they pay directly to SBSO. An event safety area operated by the SBSO, CarpinteriaSummerland Fire Protection District, and trained volunteers provides public safety information and serves as a central location for paramedic and emergency medical services and lost-and-found.

5. Hours of Operation: The Applicant must operate the event that fits with the character and interests of the Carpinteria community. For recurring events, the organizer must make adjustments as needed in order to improve the event in meeting the expectations of the City and the community. Hours of operation, entertainment, vendors, and other aspects of event operations must be reviewed by City staff for public health and safety requirements.

Event rules are also reviewed for consistency with applicable requirements concerning animals, smoking, and other regulated conduct. The Special Event Permit requires the event rules to be posted at all entrances.

6. Controlling Alcoholic Beverage Sales/Consumption: The City Council may allow alcoholic beverage sales and serving in the event footprint area by declaring the Event footprint a public park and authorizing the Event pursuant to Carpinteria Municipal Code Section 12.24.022, which, in part, allows for nighttime use and the serving and consumption of alcoholic beverages, where approved, as a part of a Special Event Permit. Carpinteria Municipal Code Section 10.68.010 defines a special event as including any event in a public park where regulated alcoholic beverages are to be consumed. ABC would then issue a permit to the event subject to conditions and/or restrictions on the sale and serving of alcoholic beverages including defining the Alcohol Sales Permit footprint area and limiting the hours of sale.

7. Sanitary Facilities, Storm Water Pollution Prevention, and Recycling:

Special Event Permit Application for 2026 California Avocado Festival September 14, 2026

Sanitary Facilities: Portable hand washing and urinal/toilet sanitary facilities and janitorial services are required to be provided by the event organizer.

Storm Water Pollution Prevention: Best management practices are required to be implemented at existing storm drain inlets within and adjacent to the event.

Recycling: Recyclables are required to be segregated from the event solid waste stream. Vendors are prohibited from using nonrecyclable, plastic take-out food containers. The Applicant is also required to instruct vendors to avoid distribution of plastic-filmed bags and to document and report solid waste stream and recycling diversion amounts.

FINANCIAL CONSIDERATIONS
Should the Council approve the permit as proposed, the City's estimated costs associated with supporting the festival are $32,400. This includes up to $15,000 for law enforcement services provided by SBSO and an estimated $17,400 in Public Works costs associated with temporary traffic control and post-event cleanup.

The estimated Public Works costs include $2,500 in maintenance staff overtime, $1,400 for forklift rental, $3,600 for flatbed rental, and $9,900 for sidewalk cleaning. Funding for the equipment rentals and sidewalk cleaning is included in the adopted FY 26/27 Budget. No additional appropriation is required as part of this action.

LEGAL AND RISK MANAGEMENT CONSIDERATIONS
Approval of the recommended actions would authorize the Special Event Permit, temporarily designate the festival footprint as a public park during event operating hours, and authorize the special use of the area, including the sale and service of food and alcoholic beverages, subject to applicable permits, conditions, and regulatory requirements.

OPTIONS

1. Approve the Special Event Permit for the 2026 California Avocado Festival. (Staff recommendation)

2. Approve the Special Event Permit for the 2026 California Avocado Festival subject to modifications included in the application conditions of approval.

3. Deny the Special Event Permit Application.

ATTACHMENT A
Special Event Permit Application

ATTACHMENT B
Event Layout Map

ATTACHMENT C
Project Description

City of Carpinteria

COUNCIL AGENDA STAFF REPORT

ITEM FOR COUNCIL CONSIDERATION
Project Status Update for Carpinteria Avenue Bridge Replacement Project.

STAFF RECOMMENDATION
Receive and file the comprehensive project status update for the Carpinteria Avenue Bridge Replacement Project.

Sample Motion: I move to receive and file the comprehensive project status update for the Carpinteria Avenue Bridge Replacement Project.

BACKGROUND
In 2011, the City of Carpinteria secured Federal funding through the Highway Bridge Program (HBP) to address structural deficiencies in the Carpinteria Avenue Bridge over Carpinteria Creek. Since that time,
working closely with Caltrans District 5 Local Assistance Department in implementing the project development phases required for this complex infrastructure project.

DISCUSSION
The Carpinteria Avenue Bridge project (Project) is targeting the start of construction in the summer of 2027. The following report outlines a comprehensive project status.

Carpinteria Avenue Bridge Replacement Project
The Carpinteria Avenue Bridge spanning Carpinteria Creek was built in 1937. In accordance with federal regulations, the California Department of Transportation (Caltrans) conducts inspections for the Carpinteria Avenue Bridge. Caltrans is responsible for inspecting over 12,000 State Highway bridges and approximately 12,200 bridges owned by local agencies. The Carpinteria Avenue Bridge is one of seven vehicular bridges maintained by the City. According to a bridge inspection report prepared by Caltrans in 2012, the bridge is structurally deficient and hydraulically Agenda Section: Other Business
Agenda Item No.: 16
Council Meeting Date: September 14, 2026

Project Status Update for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

insufficient because it would not allow conveyance of the 100-year flood event to pass under it.1
Highway Bridge Program (HBP) Funding
The Project was approved for HBP Federal funding in 2011. Since the approval, funding has been assigned for all phases of the Project. These phases are:

PE = Preliminary Engineering. In this HBP context, it is the broad preconstruction phase covering environmental, permitting, utility coordination, right-of-way engineering (mapping and legal descriptions, not acquisition), and final design.

R/W = Right of Way. This covers acquiring the property rights needed for the project, including permanent acquisitions, temporary construction easements, and temporary mitigation easements.

Construction phase the construction phase covers the construction contractor, construction management services, design support during construction services, landscape plant establishment, and mitigation monitoring.

The construction phase represents the largest funding component of the Project.

However, the HBP will not authorize the construction funds to a specific year until certain milestones have been met, such as all environmental approvals have been secured and right-of-way is acquired. The other significant criteria for the authorization of construction funding are that funding is available and consistent with the prioritization criteria assigned to a given project. For the Project, the HBP construction funding was not authorized until 2024. This timeline has had a ripple effect -ofway acquisitions and utility relocations, as discussed below.

Environmental and Preliminary Design
The project-development work was initiated in 2011 with a coordinated field review meeting with Caltrans followed by development of the Preliminary Environmental Study (PES). These tasks established the general project scope and identified preliminary environmental impacts. In 2012, the City awarded a contract to Bengal Engineering to complete a Hydraulics and Hydrology Study.

In 2013, the City released a Request for Proposals for the Preliminary Engineering, Final Design, Environmental, Permitting, and Right-of-Way phases of the project. After formal review by a selection team made up of City, Caltrans, and Santa Barbara County representatives, Dewberry (previously Drake Haglan and Associates) was selected as 1 A 100-year flood is a flood event of a magnitude that has a 1 percent chance of occurring or being exceeded in any given year. The term does not mean that such a flood occurs only once every 100 years.

A 100-year flood can occur more than once within a 100-year period, including in consecutive years. - https://www.usgs.gov/water-scienceschool/science/100-year-flood

Project Status Update for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

the successful firm, and a contract was awarded to them by the City. Dewberry specializes in bridge design projects in California.

To initiate the preliminary engineering phase, Dewberry developed the Bridge Type Selection Report, which identified various bridge replacement options and proposed a bridge type recommendation. This report was reviewed and approved by Caltrans in 2014. At this point, the Dewberry team began preparation of an overall preliminary design for the project along with the development of an Environmental Impact Report (EIR). Numerous technical studies addressing biological, hydraulic, floodplain, visual, and cultural resources were also prepared to support the EIR. The City approved the EIR in 2016, triggering the project permitting and right-of-way processes. Also, in 2016, Caltrans approved a Categorical Exclusion for the project under the National Environmental Policy Act (NEPA). In 2019, the City approved an Addendum to the EIR to address a sewer line relocation by the Carpinteria Sanitary District (CSD) of its main line under Carpinteria Avenue. This line was originally going to be protected in place during the bridge replacement. Following approval of the EIR in 2016, it was determined that the line should be relocated under the creek to the south of Carpinteria Avenue.

This work will be performed as part of the Project construction, but the City will be reimbursed by CSD.

Design
Following the project environmental approvals in 2016, the City consultant team began development of the project final design. This detailed effort provides all required designs for both the replacement bridge and the roadway approaches on either side of the bridge. The final design phase includes technical support for the permitting activities and design accommodation of all required utility relocations. The final design is now effectively complete, with final preparation of the bid package scheduled to be completed before the end of 2026.

Permitting
The Carpinteria Avenue Bridge project requires permitting from the US Army Corps of Engineers (USACE), the California Department of Fish and Wildlife (CDFW), the Regional Water Quality Control Board (RWQCB), and a Coastal Development Permit (CDP) from the City.

All permits were secured by 2022, but delays in securing programmed constructionphase funding required extensions Those extensions are now in place for a construction start in June 2027. An extension was not possible for the CDFW permit, so the City is in the process of securing a new one.

Utilities
The Carpinteria Avenue Bridge Replacement Project impacts numerous utilities, some of which require relocation prior to the start of bridge construction and others during the

Project Status Update for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

bridge construction. The major pre-bridge construction relocations are by SCE and Frontier, which are close to completion.

Due to delays in the authorization of the HBP construction funds, SCE was unable to commit to its pre-bridge construction relocation work
agency project has guaranteed construction funding, SCE is reluctant to commit resources to finalizing the design and construction of relocation work. SCE's concern is that temporary relocation of its facilities prior to confirmation of project construction funding could result in the temporary facilities remaining in place for an extended period at considerable cost and risk to SCE. As a result, SCE did not begin its preconstruction relocation activities until late 2024 and into 2025. Currently, SCE and Frontier are completing temporary overhead utility relocations in advance of bridge construction by relocating the facilities temporarily to the north side of Carpinteria Avenue across Carpinteria Creek. As part of these temporary overhead relocations, in late 2025, the City initiated some vegetation removal on the north side of Carpinteria Avenue to allow access for the utility companies. During the bridge construction, the SCE and Frontier facilities will be installed permanently through the new bridge.

Utility relocation work associated with impacts to existing Carpinteria Valley Water District and Carpinteria Sanitary District facilities will be performed as part of the Carpinteria Avenue Bridge Project.

Right-of-Way
The Carpinteria Avenue Bridge Replacement Project required property from seven different property owners. These acquisitions were completed by the City at the end of 2018 and for each property, temporary construction easements and/or temporary mitigation easements are required. Temporary Construction Easements (TCE) are needed for construction access and operations to build the project. Temporary Mitigation Easements (TME) are required for new native plantings to mitigate both permanent and temporary project impacts to existing riparian areas along Carpinteria Creek. Caltrans requires that temporary easements have a defined start and end date.

As a result of delays with the authorization of the HBP construction phase funding, and related delays to the completion of preconstruction utility relocations, the temporary easements have mostly expired and are no longer in compliance with current Caltrans requirements on temporary easement use dates. Consequently, the City is currently in the process of securing updated and current temporary easements under the timeline of starting construction in June 2027.

Since 2018, the City has acquired one of the seven properties in its entirety for flood protection reasons, leaving six properties requiring updated TCEs and TMEs to reflect the updated project construction timeline. The City was successful in securing additional HBP funds to cover the cost of updated easements and currently the Caltrans required appraisals are being prepared and updated contacts with property owners are in progress. The City anticipates settlement and acquisition of all updated easements by January 2027.

Project Status Update for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

Path Forward for Construction
To summarize from the discussion above, the following project development activities for the Carpinteria Avenue Bridge project are complete:

Environmental Approval.

Design.

Permits have been secured from the US Army Corps of Engineers, Regional Water Quality Control Board, and the City (Coastal Development Permit).

Pre-construction utility relocations are underway.

Construction funding through HBP has been authorized.

The following activities are still in process and are required before construction can commence:

Secure a new permit from the California Department of Fish and Wildlife (CDFW).

Settlement with six property owners on updated temporary easement agreements.

The following table shows projected milestones for the project:
# Milestones/Activity Descriptions Target Date
1 Council Authorization to Advertise for Construction Nov/Dec 2026 2 Council Approval of Construction Management Services
Agreement Nov/Dec 2026
3 Secure permit from California Department of Fish and
Wildlife December 2026
4 Acquisition of updated temporary easements December 2026 5 Advertise for Construction Bids Jan/Feb 2027
6 Council - Award Construction Contract April 2027
7 Start Construction May/June 2027
8 Complete Construction 2029
9 Complete mitigation monitoring 2034
Construction Funding
The Carpinteria Avenue Bridge Replacement Project is funded through the Federal Highway Bridge Program (HBP). The City is required to provide a local funding match of

11.47% for all phases of the Project. The table below shows the Federal funding and required local agency match for each project phase.

Phase Cost Federal Funds (88.53%) City Funds (11.47%)
Design $ 2,576,000.00 $ 2,280,532.80 $ 295,467.20

Project Status Update for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

Right-of-Way $ 870,000.00 $ 770,211.00 $ 99,789.00
Construction $ 14,000,850.00 $12,394,952.51 $1,605,897.49 Total $ 17,446,850.00 $15,445,696.31 $2,001,153.69
Rounded1$ 17,446,850.00 $15,445,696.00 $2,001,154.00
1 Federal Highway Administration rounds to the nearest dollar.

The HBP is a reimbursement-based funding program. Accordingly, the federal funding amounts shown above represent authorized or programmed reimbursement funding and are not funds currently held by the City. As construction proceeds, the City will be responsible for paying eligible project costs before receiving reimbursement of the federal share from the HBP. This creates a need for sufficient interim cash flow during construction.

Currently, the HBP-authorized construction funding for the Project is approximately $14 million. Increases in construction costs are typical, particularly in the recent environment of escalating construction costs. Staff anticipates requesting additional HBP funding based on the actual construction low bid. The HBP protocol is that supplemental construction funding cannot be requested until after bid opening and after award of a construction contract. Once bids are opened and the City confirms that the low bid complies, the City will then proceed to award the construction contract to the low bidder.

After award, the City will make a formal request to Caltrans for supplemental HBP funding based on the needed funds to cover the gap between the low bid and the currently programmed construction phase funding. The process for Caltrans to approve a request for supplemental construction funding can take up to six months.

Once construction bids are opened, the City must have sufficient funding capacity to award the construction contract and make construction payments while awaiting HBP reimbursements.

As stated above, the construction contract is fully expected to exceed the HBP construction funding currently authorized. As a result, the City will need sufficient interim funding capacity to address construction cash flow and any temporary gap between currently authorized HBP funding and anticipated supplemental HBP authorization. Staff will evaluate available City cash and reserves, anticipated construction cash flow and reimbursement timing, and potential financing alternatives to determine the appropriate funding strategy, amount, and structure. Staff will return to the City Council with financing options for consideration before any financing is undertaken.

POLICY CONSISTENCY
City Council Primary Goal #3: Enhance Quality of Life for Residents Priority: Maintain and improve high-priority infrastructure.

In addition, the Carpinteria Avenue Bridge Project
Improvement Program/Development Impact Fee Program and is consistent with the

Project Status Update for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

following goals and policy statements in the Circulation Element of the General Plan and Local Coastal Plan:

The City shall strive to improve vehicular and pedestrian overcrossings of the freeway and the various creeks while respecting their habitat value and sensitivity. (C-1b).

Support the preservation of creeks and their corridors as open space, and wildlife diversity, aesthetic values, and recreation opportunities (OSC-6a).

Protect and restore degraded creeks on City-owned land where protection and restoration does not interfere with good flood control practices (OSC-6b).

The purpose of the Circulation Element is to designate an efficient system of streets and highways that will provide adequate linkages between land uses. The Circulation Element complements the Land Use Element by contributing to the achievement of the economic, physical, and social goals of the community. Circulation and infrastructure needs are typically granted high priority in municipal capital budgets.

Preservation Program, including Policy 2.10 and Implementation Measure 2.10.2, which promote the aquatic and riparian habitats of Carpinteria Creek for restoration through both public and private efforts.

FINANCIAL CONSIDERATIONS
No appropriation or financing is being authorized as part of this action. The Project is currently programmed in the Fiscal Year 2026/27 Capital Improvement Program Budget. The HBP currently provides for an 88.53% federal funding share and an 11.47% City funding share for eligible participating costs. Because HBP funding is provided on a reimbursement basis, the City must have sufficient interim funding capacity to pay construction costs while awaiting federal reimbursement. In addition, the current approximately $14 million in authorized HBP construction funding is below the current engineer's construction estimate of approximately $20 million. Staff will evaluate anticipated construction cash flow, reimbursement timing, available City funding, and potential financing alternatives and return to the City Council with a recommended funding strategy.

LEGAL AND RISK MANAGEMENT CONSIDERATIONS
There are no additional legal or risk management considerations associated with receiving and filing this project status update.

OPTIONS

1. Receive and file the comprehensive project status update for the Carpinteria Avenue Bridge Replacement Project. (Staff recommendation)

Project Status Update for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

2. The City Council could provide additional direction to staff regarding the Carpinteria Avenue Bridge Replacement Project.

PRINCIPAL PARTIES EXPECTED AT MEETING
There are no principal parties expected at the meeting.

ATTACHMENTS
Attachment A: PowerPoint Presentation
Staff contact:

Gerald Comati, Interim Public Works Director
(805) 880-3402; [email protected] Signature
Reviewed by:

Licette Maldonado, Administrative Services Director
(805) 755-4448; [email protected] Signature
Reviewed by:

Ryan Kintz, Assistant City Manager
(805) 755-4450; [email protected] Signature
Reviewed by:

Michael Ramirez, City Manager
(805) 755-4400; [email protected] Signature

ATTACHMENT A
PowerPoint Presentation

City of Carpinteria

COUNCIL AGENDA STAFF REPORT

ITEM FOR COUNCIL CONSIDERATION
Amendment No. 10 to Agreement with Dewberry for the Carpinteria Avenue Bridge Replacement Project.

STAFF RECOMMENDATION
Authorize the City Manager to execute Amendment No. 10 to the Agreement with Dewberry to provide additional services for the Carpinteria Avenue Bridge Replacement Project in an amount not to exceed $47,250 for a total amended amount of $2,423,417.37.

Sample Motion: I move to authorize the City Manager to execute Amendment No. 10 to the Agreement with Dewberry to provide additional services for the Carpinteria Avenue Bridge Replacement Project in an amount not to exceed $47,250 for a total amended amount of $2,423,417.37. (The motion requires a roll call vote.)

BACKGROUND
In 2010, the City secured federal-aid funding from the Highway Bridge Program (HBP) for the replacement of the Carpinteria Avenue Bridge1 over Carpinteria Creek (Project).

The HBP is a reimbursement funding program in which 88.53-percent of participating costs are paid for with federal-aid funds and the remaining 11.47-percent is paid for by the local agency (i.e., City). The design (i.e., project approval, environmental document, and preliminary engineering), right-of-way (i.e., easement acquisitions and utility relocations), and construction phases of the project are programmed in the HBP. 1 Carpinteria Avenue Bridge over Carpinteria Creek was built in 1937. In accordance with federal regulations, the California Department of Transportation (Caltrans) conducts inspections for the Carpinteria Avenue Bridge.

Caltrans is responsible for inspecting over 12,000 State Highway bridges and approximately 12,200 bridges owned by local agencies. The Carpinteria Avenue Bridge is one of seven vehicular bridges maintained by the City. According to a bridge inspection report prepared by Caltrans in 2012, it is structurally deficient and hydraulically insufficient because it would not allow the 100-year flood, as currently defined, to pass under it.

Agenda Section: Other Business
Agenda Item No.: 17
Council Meeting Date: September 14, 2026

Amendment No. 10 to Agreement with Dewberry for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

On May 13, 2013, the City Council authorized the City Manager to execute an Agreement with Dewberry (formerly known as Drake Haglan and Associates) to provide consulting services for the design and right-of-way phases of the Project. On July 22, 2013, the City Council authorized the City Manager to execute Amendment No. 1 with Dewberry to provide additional services including preparing a Conditional Letter of Map Revision (CLOMR) for submittal to the Federal Emergency Management Agency (FEMA). The purpose of the CLOMR was to provide a hydraulic analysis of the Carpinteria Avenue Bridge in conjunction with the overall Carpinteria Creek floodway Linden Avenue and Casitas Pass Road Interchanges and Via Real Extension Project.

On June 9, 2014, the City Council authorized the City Manager to execute Amendment No. 2 with Dewberry to provide additional services of preparing an Environmental Mitigated Negative Declaration in accordance with the California Environmental Quality Act. However, an EIR was subsequently determined necessary after an Initial Study was reevaluated.

On January 12, 2015, the City Council authorized the City Manager to execute Amendment No. 3 with Dewberry to provide additional services of conducting an Archeological Survey Report, an extended Phase I archeological investigation was necessary to determine whether the Carpinteria Avenue Bridge Replacement Project would impact archeological resources. On September 14, 2015, the City Council authorized the City Manager to execute Amendment No. 4 with Dewberry to provide additional services of conducting hazardous materials testing.

On December 12, 2016, the City Council authorized the City Manager to execute Amendment No. 5 with Dewberry to provide additional services of community outreach activities for an additional year. The project was delayed one year due to unforeseen impacts t
planning coordination, and cumulative impact assessments. These efforts were required in order to complete the EIR. The EIR was certified by the Planning Commission on November 7, 2016.

On September 25, 2017, the City Council authorized the City Manager to execute Amendment No. 6 with Dewberry to provide additional services of complying with a new Caltrans policy associated with the right-of-way phase of federal-aid transportation project
discontinued its appraisal review services for local agencies, and Caltrans required all local agencies with federal-aid transportation projects to conduct their own appraisal review services. On July 9, 2018, the City Council authorized the City Manager to execute Amendment No. 7 with Dewberry to provide additional services of conducting public outreach, renegotiating easement agreements with adjacent property owners, and consequently revising the design due to the results or outcomes from the renegotiation terms.

Amendment No. 10 to Agreement with Dewberry for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

On October 9, 2023, the City Council authorized the City Manager to execute Amendment No. 8 with Dewberry to provide additional services including updating bridge and roadway designs; utility facilities relocation design; geotechnical report; hydraulic and scour analysis; mitigation planting design; and renewing environmental regulatory permits.

Amendment No. 9, valued at $205,231.49, was executed on March 9, 2026.

Amendment No. 9 provided additional services associated with updating the project design, updating utility facilities relocation design, re-acquiring right-of-way, and renewing environmental regulatory permits. Following execution of Amendment No. 9, additional right-of-way and appraisal services have been identified as necessary to continue advancing the Project.

The purpose of this agenda matter is for the City Council to authorize the City Manager to execute Amendment No. 10 to the Agreement with Dewberry for additional right-ofway and appraisal services in an amount not to exceed $47,250.00, for a total amended agreement amount of $2,423,417.37.

DISCUSSION
The Project began prerequisite construction tasks with clearing and grubbing work, which was completed in January 2025. The clearing and grubbing work was needed as a precursor to starting overhead utility relocation work, especially for the electric and telecommunication facilities. This work is required to be completed prior to commencement of the construction phase focused on actual replacement of the bridge.

The overhead utility relocation work subsequently started approximately one year after the completion of the clearing and grubbing work. Consequently, the project schedule, particularly the anticipated start of bridge construction, has been delayed. -of-way
requirements. In addition, several temporary construction easements (TCEs) associated with the Project have required extensions due to the delay in construction.

As part of the process for extending the TCEs, Caltrans has identified additional existing scope of services. These requirements necessitate additional services from Dewberry and its right-of-way subconsultant, Hamner, Jewell & Associates (HJA).

The proposed Amendment No. 10 includes the following additional services:

1. Additional right-of-way acquisition services HJA will provide approximately 150 additional hours of right-of-way appraisal/acquisition services associated with the extension and continued administration of the temporary construction easements.

2. Three appraisal reports Preparation of three additional appraisal reports required in connection with the affected right-of-way interests.

Amendment No. 10 to Agreement with Dewberry for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

3. Six review appraisals Preparation of six additional review appraisals required by Caltrans in connection with the right-of-way work.

The additional services are summarized as follows:

Task Cost
150 hours of additional HJA right-of-way acquisition
services
$29,250.00
Three appraisal reports $12,000.00
Six Caltrans-required review appraisals $ 6,000.00
Total $47,250.00
The additional services are necessary to satisfy the right-of-way and appraisal requirements associated with the continued extension of the temporary construction easements and to allow the Project to proceed through the right-of-way phase. incorporated into the proposed Amendment No. 10 included as Attachment A.

The total project cost of the Project that is currently programmed in the HBP is $17,446,850. The table below shows the summary breakdown of the cost of each project phase as shown in the HBP of the Federal Transportation Improvement Program. The table also shows the breakdown of the City and federal funding obligations, respectively, with the corresponding funding rate.

Highway Bridge Program
Phase Cost Federal Funds
(88.53%)
City Funds
(11.47%)
Design $ 2,576,000.00 $ 2,280,532.80 $ 295,467.20
Right-of-Way $ 870,000.00 $ 770,211.00 $ 99,789.00
Construction $ 14,000,850.00 $12,394,952.51 $1,605,897.49 Total $ 17,446,850.00 $15,445,696.31 $2,001,153.69
Rounded1 $ 17,446,850.00 $15,445,696.00 $2,001,154.00
1 Federal Highway Administration rounds to the nearest dollar.

The following table summarizes the authorized amounts under the Agreement with Dewberry, including the proposed Amendment No. 10:

Amount Cumulative
Original Agreement $1,056,912.39 $1,056,912.39
Amendment No. 1 $ 154,958.62 $1,211,871.01
Amendment No. 2 $ 115,453.88 $1,327,324.89
Amendment No. 3 $ 34,627.54 $1,361,952.43

Amendment No. 10 to Agreement with Dewberry for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

Amendment No. 4 $ 79,401.90 $1,441,354.33
Amendment No. 5 $ 58,946.57 $1,500,300.90
Amendment No. 6 $ 71,567.91 $1,571,868.81
Amendment No. 7 $ 148,047.03 $1,719,915.84
Amendment No. 8 $ 451,020.04 $2,170,935.88
Amendment No. 9 $ 205,231.49 $2,376,167.37
Amendment No. 10 $ 47,250.00 $2,423,417.37

POLICY CONSISTENCY
City Council Primary Goal #3: Enhance Quality of Life for Residents Priority: Maintain and improve high-priority infrastructure.

In addition, t
Program/Development Impact Fee Program and is consistent with the following goals and policy statements in the Circulation Element of the General Plan and Local Coastal Plan:

The City shall strive to improve vehicular and pedestrian overcrossings of the freeway and the various creeks while respecting their habitat value and sensitivity. (C-1b).

Support the preservation of creeks and their corridors as open space, and wildlife diversity, aesthetic values, and recreation opportunities (OSC-6a).

Protect and restore degraded creeks on City-owned land where protection and restoration do not interfere with good flood control practices (OSC-6b).

The purpose of the Circulation Element is to designate an efficient system of streets and highways that will provide adequate linkages between land uses. The Circulation Element complements the Land Use Element by contributing to the achievement of the economic, physical, and social goals of the community. Circulation and infrastructure needs are typically granted high priority in municipal capital budgets.

Preservation Program, including Policy 2.10 and Implementation Measure 2.10.2, which promote the aquatic and riparian habitats of Carpinteria Creek for restoration through both public and private efforts.

The Project is currently programmed in the Fiscal Year 2026/27 (FY) Capital Improvement Program Budget.

FINANCIAL CONSIDERATIONS
No additional funding is requested. Amendment No. 10 would increase the Dewberry Agreement by $47,250, from $2,376,167.37 to a total not-to-exceed amount of

Amendment No. 10 to Agreement with Dewberry for the Carpinteria Avenue Bridge Replacement Project September 14, 2026

$2,423,417.37. Sufficient funding is available in the Adopted FY 2026/27 Capital Budget for the Carpinteria Avenue Bridge Replacement Project (Account No. 301-403-5780 / TR-19-002-5782 Major Capital Projects). The proposed Amendment No. 10 is considered part of the right-of-way phase of the Project. Based on the HBP funding participation rate of 88.53 percent, the $47,250 amendment is anticipated to result in approximately $41,847 in federal reimbursement and $5,403 in City funding responsibility (Highway and Bridges Development Impact Fees)

LEGAL AND RISK MANAGEMENT CONSIDERATIONS
The recommendation is consistent with the California Government Code Section 4525 et al. for procuring professional or consulting services.

OPTIONS

1. Authorize the City Manager to execute Amendment No. 10 to the Agreement with Dewberry to provide additional services for the Carpinteria Avenue Bridge Replacement Project in the not-to-exceed amount of $47,250.00 for a total amended amount of $2,423,417.37. (Staff recommendation)

2. The City Council could choose not to approve the recommendation and direct staff as determined appropriate. However, the project would be further delayed, including the delay of the renewal of the environmental regulatory permits.

Additionally, the primary funding source (HBR Grant) for the project stipulates a timely use-of-funds deadline; any delay places strain on meeting the deadline.

PRINCIPAL PARTIES EXPECTED AT MEETING
There are no principal parties expected at the meeting.

ATTACHMENTS
Attachment A: Amendment No. 10
Staff contact:

Gerald Comati, Interim Public Works Director
(805) 880-3402; [email protected] Signature
Reviewed by:

Licette Maldonado, Administrative Services Director
(805) 755-4448; [email protected] Signature
Reviewed by:

Michael Ramirez, City Manager
(805) 755-4400; [email protected] Signature

ATTACHMENT A
Amendment No. 10

CITY OF CARPINTERIA

AMENDMENT TO AGREEMENT FOR CONSULTANT SERVICES

IN WITNESS WHEREOF
"CITY"
City of Carpinteria
"CONSULTANT"
Dewberry

August 11th, 2026
Gerald Comati
City of Carpinteria
5775 Carpinteria Avenue
Carpinteria, CA 93013
SUBJECT: Carpinteria Avenue Bridge Replacement Project Amendment Request Amendment No. 10: Appraisal Services
Dear Mr. Comati:

Dewberry Engineers Inc. (Dewberry) is requesting a contract amendment for our subconsultant, Hamner Jewell & Associates (HJA) to perform additional appraisal services for the Carpinteria Avenue Bridge Project. HJA’s current scope and fee did not include additional appraisals for right-of-way acquisitions, but these services have subsequently become necessary. The proposed services are currently an extension of existing services and are necessary in order to complete project delivery for the City.

Refer to the HJA’s amendment proposal attached to this letter for additional information.

Total All Items
The amount of the requested amendment for HJA’s additional scopes of work is $47,250. This revises the current contract amount from $2,376,167.37 to a total of $2,423,417.37. As we have done since the beginning of the project, Dewberry respects the cost of developing this project to the City. We will strive to be as efficient as possible and try to complete the required work in less than the requested budgets. This project is billed cost plus fixed fee meaning whatever budget is not required by the Dewberry team will not be billed to the City.

Any unused budget at the end of bidding will be reallocated in the future to a design support during construction task.

If you have any questions or would like further clarification of any of these documents, please call me at your convenience.

Sincerely,
Dewberry Engineers Inc.

Matt Burgard, P.E.

Project Manager

City of Carpinteria
Carpinteria Ave Bridge
Person Hours Rate Total
M. Burgard 0 106.16 $ - $
G. Adams 0 56.03 $ - $
K. Kaawaloa 0 44.05 $ - $
F. Casimiro 0 48.04 $ - $
E. Cisneros 0 60.94 $ - $
A. Boyes 0 $ 86.65 $ - J. Mayer 0 $ 56.92 $ - S. Morales 0 $ 59.34 $ - K. Drebert 0 67.02 $ - $ Subtotal Direct Labor: 0 - $
$ - Rate Total
102.00% - $

50.52% - $
$ - $ - Rate Total

10.00% - $
$ - Quantitiy Unit Price Total
$ - $ - $ - $ - Total
$ 47,250.00
$ 47,250.00
$ 47,250.00
$ 47,250.00
Amount
Dewberry

CONTRACT SUMMARY
Amendment 10 Only

DIRECT LABOR
Total: Direct Labor:

INDIRECT COSTS
Item
Overhead
Fringe Benefit
Total
Total: Indirect Costs:

FEE
Total Other Direct Costs:

Fee on DL + ICs
Total: Fee:

OTHER DIRECT COSTS
Item
Travel
Lighting
Subtotal:

Total Subconsultant Cost:

Total Amendment:

SUBCONSULTANTS
Subconsultant
Avila & Associates
Padre Associates
Avila & Associates (CLOMR/LOMR)
Subtotal:

Ayars & Associates
Fugro Consultants
Hamner Jewell & Assoc.

Van Atta Associates

TASK:

Added
Budget
Cost

1. Additional ROW Acquisition Services by HJA staff (150 hours): $29,250

2. Appraisal Reports (3 x $4,000 each): $12,000

3. Review of Appraisal Reports per Caltrans requirements (6 x $1,000): $6,000 Total Additional ROW Budget Requested: $47,250