ENVIRONMENTAL REVIEW:
This is a project under CEQA subject to a Categorical Exemption. In-Fill Development. CCR 15332.
PUBLIC NOTIFICATION:
The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.
ORDINANCE:
Not Applicable
EXHIBITS:
Exhibit A – Planning Commission Resolution 2025-16
Exhibit B – Appellants Appeal Request Letter with Attachments Exhibit C – Overhead
Exhibit D – Applicant’s Plans (Exhibit “A”, Case File No. 2025-29 CUP, dated 9/29/2025) Exhibit E – Public Hearing Notice (Sent to 130 property owners and occupants) Exhibit F – Transportation Impact Assessment
Exhibit G – PowerPoint Slides from PC meeting
Exhibit H – Resolution – DENY APPEAL
Exhibit I – Resolution – AFFIRM APPEAL
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL INFORMATION
PERSONAL INFORMATION PERSONAL INFORMATION
PERSONAL
SIGNATURE PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
PERSONAL SIGNATURE
ATTACHMENT 2
2025-29 CUP – 1838 Sweetwater Road – Overhead
N
W W W W W
ORDER AHEAD
ORDER AHEAD
X
X X
6.0' 6
12.0' 7
8.0'
15.0'919
8 10.0'18
10.0'
14 5.0'
5 EX. LANDSCAPE
MEDIAN (N.A.P.)
EX. TREE
(TYP.)
PROPERTY
LINE
ADJ. PROPERTY
LINE
EX. PARKING LOT
(N.A.P.)
EX. PARKING LOT
(N.A.P.)
EX. POWER
POLE (N.A.P.)
EX. PARKING LOT
(N.A.P.)
EX. PARKING LOT
(N.A.P.)
EX. PRIVATE DRIVE AISLE
(N.A.P.)
EX. PRIVATE DRIVE AISLE
(N.A.P.)
EX. LANDSCAPE
ISLAND (N.A.P.)
PROP. SAWCUT
LINE
16.07'
8.0' 9.0'
5.87'
11.0' 24.0'
PROP. DRIVE AISLE
8.09'
9.0'
TYP.
18.0'
TYP.
6.0'50.33'13.83'
6.0'
17.5'12.0'
2.5'
2.5'
12.0'5.0'4.0'9.3'10.0'
23.13'
24.83'18.0'
1.7'2.5'
12.0'
PROP. DUTCH
BROS BUILDING
2.5'
12.0'4.5'
0.83'
12.0' 12.0' 2.43'
7.0'
12.15' 31.0'
5.0'
22.73'
4.0'
5.83'
6.0'
6.0'
8.0'
8.0'4.2'
PROP. MENU
BOARD
PROP.
SIDEWALK
EX. CROSSWALK
(TO REMAIN)
EX. SEWER MANHOLE
(TO REMAIN)
EX. SITE LIGHT
(TO REMAIN) EX. SITE LIGHT
(TO REMAIN)
PROP. CURB
(TYP.)
PROP. ACCESSIBLE
CURB RAMP
PROP. ACCESSIBLE
CROSSWALK
PROP. ACCESSIBLE
CURB RAMP
PROP. DB DIRECTIONAL
SIGNAGE
PROP. ACCESSIBLE
CURB RAMP
PROP. SAWCUT
LINE
PROP. SAWCUT
LINE
PROP. LANDSCAPE
ISLAND
EX. CURB
(TO REMAIN)
EX. CURB
(TO REMAIN)
PROP. CURB
(TYP.)
PROP. CURB
(TYP.)
PROP. DB DIRECTIONAL
SIGNAGE
OVERHANG
(TYP.)
PROP. WHEELSTOP
(TYP.)
EX. TRANSFORMER
(TO REMAIN)EX. SD INLET
(N.A.P.)
EX. SITE LIGHT
(TO REMAIN)
PROPERTY
LINE
PROPERTY
LINE
PROPERTY
LINE
PROP. MENU
BOARD
PROP.
ACCESSIBLE
CROSSWALK
PROP. CURB
(TYP.)
PROP. TRASH
ENCLOSURE
PROP. MENU
BOARD (TYP.)
PROP. BIKE
RACK
PROP. ACCESSIBLE
PARKING STALL
PROP. LANDSCAPING
(SEE LANDSCAPE PLAN
FOR DETAILS, TYP.)
PROP. LANDSCAPING
(SEE LANDSCAPE PLAN
FOR DETAILS, TYP.)
PROP. LANDSCAPING
(SEE LANDSCAPE PLAN
FOR DETAILS, TYP.)
PROP. LANDSCAPING
(SEE LANDSCAPE PLAN
FOR DETAILS, TYP.)
EX. LANDSCAPING
(TO REMAIN, TYP.)
PROP. SAWCUT
LINE
EX. CURB
(TO REMAIN)
EX. CURB
(TO REMAIN)
EX. ACCESSIBLE
CURB RAMP
(TO REMAIN)
R=15'
R=5'
R=20'
R=20' R=20'
R=
20'
R=
20'
R=25'
R=20'
R=20'
R=5'
R=3'
R=20'
R=3'
R=10'
R=2'
R=5'
R=15'
R=3'
R=3'
R=3'
R=3'
EX. ACCESSIBLE CROSSWALK
TO PUBLIC R/W ON SWEETWATER
ROAD
ACCESSIBLE PATH
OF TRAVEL
ACCESSIBLE PATH
OF TRAVEL
EX. CURB & GUTTER
(TO REMAIN)
EX. TRASH
ENCLOSURE
(N.A.P.)
PROP. ACCESSIBLE
CURB RAMP
PROP. ACCESSIBLE
CURB RAMP
PROP. ACCESSIBLE
TRANSITION
34.11'
6.5'
4.5'
4.5'
2.5'
12.0'
2.5'
12.0'
11.0'
11.39'
ACCESSIBLE PATH
OF TRAVEL
ACCESSIBLE PATH
OF TRAVEL
5.34'16.6' 5.25'
11.69'
26.0'
PROP. LANDSCAPING
(SEE LANDSCAPE PLAN
FOR DETAILS, TYP.)
5.0'
PROP. STOP
SIGN
PROP. DIRECTIONAL STRIPING
(TYP.) EXACT LOCATION TO BE
DETERMINED DURING FINAL
DESIGN PHASE
8.57'
AARON M. ALBERTSONDATE
R.C.E. 65513, EXP. 09/30/25
9/17/2025
DUTCH BROS
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
APN: 563-231-32-00
BM #A-152-45
"K" AVE. BP W. CURB "K" AVE. 8' S/O S/1 28TH ST. SW
ELEVATION = 60.97
03 REVISIONS
NUMBERDATEAPP'V'D
DRAWN BY:
CHECKED BY:
DATE:
WRA
HMY
09/17/2025
BENCHMARK:
THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 18°27'43" WEST ALONG THE EAST LINE OF LOT 7 AND LOT 8 AS SHOWN ON MAP NO. 8432, IN THE OFFICE OF SAN DIEGO COUNTY RECORDER, STATE OF CALIFORNIA.
BASIS OF BEARINGS:SHEET
OF
PLANS PREPARED BY:CONCEPTUAL SITE PLAN
01 LEGEND:
PROPERTY LINE
EXISTING EASEMENT
PROPOSED CONCRETE
PROPOSED LANDSCAPE
CENTERLINE
PROPOSED AC PAVEMENT
PROPOSED FENCELINE XXXX
DEVELOPER
BOERSMA BROS. LLC,
P.O. BOX 1929
GRANTS PASS, OR 97528
CONTACT: JOHN CAGLIA
TEL.: 714.883.9092
CIVIL ENGINEER
COMMERCIAL DEVELOPMENT RESOURCES
695 TOWN CENTER DRIVE #110
COSTA MESA, CA 92626
CONTACT: AARON ALBERTSON, P.E.
TEL.: 949.610.8997
SURVEY
CDS COMMERCIAL DUE DILIGENCE SERVICES
3550 W ROBINSON STREET, 3RD FLOOR
NORMAN, OK 73072
CONTACT: AARON M. HAVENS
TEL.: 405.253.2444
SITE ADDRESS
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
APN
563-231-32-00
EARTHWORK QUANTITIES
CUT: 290 CY
FILL: 60 CY
NET:230 CY (EXPORT)
NOTE: THESE ARE ENGINEER'S ESTIMATES
ONLY. THESE QUANTITIES ARE MEANT FOR
BONDING AND PERMITTING PURPOSES
ONLY. CONTRACTOR TO PERFORM THEIR
OWN TAKE-OFFS FOR BIDDING AND
CONSTRUCTION PURPOSES. REFERENCE
SOIL REPORT.
SHEET
NO.
SHEET INDEX
ARCHITECT
ARMET DAVIS NEWLOVE & ASSOCIATES
1330 OLYMPIC BOULEVARD
SANTA MONICA, CA 90404
CONTACT: PAUL DEPPE AIA, NCARB, CASp
TEL: 310.452.5533
01CONCEPTUAL SITE PLAN
CONCEPTUAL GRADING PLAN02
SHEET TITLE
CONCEPTUAL UTILITY PLAN03
(XX.XX) EXISTING ELEVATION
APN ASSESSOR'S PARCEL
NUMBER
BW BOTTOM OF WALL
BOW BACK OF WALK
CF CURB FACE
CIP CAST IRON PIPE
CL CENTERLINE
ELEV ELEVATION
ELEC ELECTRICAL
EPB ELECTRIC PULL BOX
EX EXISTING
FG FINISH GRADE
FF FINISH FLOOR
FL FLOW LINE
FS FINISH SURFACE
FW FIRE WATER
GB GRADE BREAK
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
OC ON CENTER
PL PROPERTY LINE
PROP PROPOSED
SD STORM DRAIN
SS SANITARY SEWER
TC TOP OF CURB
TG TOP OF GRATE
TYP TYPICAL
TW TOP OF WALL
VCP VITRIFIED CLAY PIPE
W WIDTH
WM WATER METER
ABBREVIATIONS:
PROPERTY AREA TOTAL = 20,000 SF (0.459 AC)
DISTURBED AREA TOTAL= 21,036 SF (0.483 AC)
EXISTING CONDITION:
IMPERVIOUS AREA= 13,923 SF (66%)
PERVIOUS AREA = 7,113 SF (34%)
PROPOSED CONDITION:
IMPERVIOUS AREA= 4,656 SF (22%)
PERVIOUS AREA = 16,380 SF (78%)
GENERAL PLAN: MIXED USE
ZONING: MXD-2
FEMA FLOOD ZONE:
THE SUBJECT PROPERTY LIES WITHIN ZONE SHADED
"X" OF FEDERAL EMERGENCY MANAGEMENT AGENCY
FLOOD MAP NUMBER 06073C 1912 G BEARING AN
EFFECTIVE DATE OF 5/16/2012.
ZONE SHADED "X" DENOTES AREAS WITH REDUCED
FLOOD RISK DUE TO LEVEE.
PROJECT SITE DATA
1 SPACE PER 200 SF
BUILDING SQUARE FOOTAGE = 1,025 sf
PARKING REQUIRED: 5 STALLS
PARKING PROVIDED: 7 STALLS
PARKING COUNT
NOT TO SCALE
VICINITY MAP
E 30TH ST
VISTA WAY
ORANGE ST
OLIVE ST
N. 2ND AVE
54 54
805
805
SWEETWATER RIVER
EUCHLID AVE
PROPOSED PERVIOUS PAVERS
PROPOSED POROUS CONCRETE
ACCESSIBLE PATH OF TRAVEL
EXISTING EASEMENT LABELXX
ATTACHMENT 3
52
ELC
ELC
ELC
ELC
ELC
ELC
ELC
W
W
W
W
W
W
ELCELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
WWWWW
W
W
W
W
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ATT
ATT
ATT
ATT
ATT
ATT
W
W
W
W
W
W
W
GAS
GAS
GAS
GAS
GAS
ELC
ELC
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
GAS
GAS
GAS
GAS
GAS
ELC
ELC
ELC
ELC
ELC
ELC
ELC
ELC
C-11.04INV
C-11.07INV
C-11.03INV
ATT
ATT
ATT
ATT
ATT
ATT
ATT
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
24.26FS
24.27FS
24.30FS
24.30FS
24.10FS
24.27FS
23.57FS 23.67FS
24.57FS
24.59FS
24.60FS
24.57FS
24.77FS
24.74NG
25.41NG
25.47NG
25.84NG
25.04NG
24.99NG
24.89NG
24.89NG
25.08NG
25.17NG
24.78NG
25.13NG
25.44NG
25.03NG
24.79NG24.81NG
24.99NG
25.32FS
25.38FS
24.22FS
24.30FS
23.53FS
23.96FS
24.28FS
24.21FS
23.23FS
22.83FS
22.97FS
23.59FS
24.00FS
23.71FS
23.68FS
23.64FS
23.67FS
23.87FS24.15FS
23.89FS
24.20FS
24.07FS
22.90FS
22.88FS
23.20FS
23.13FS
23.32FS
23.79FS
23.88FS
24.57FS
24.14TC
23.83FS
24.15TC
23.86FS
24.14TC
23.82FS
24.17TC
23.78FS
24.29TC
23.77FS
24.31TC
23.73FS
23.77TC
23.40FS
23.93TC
23.56FS
24.14TC
23.76FS
24.39TC
23.98FS
24.52TC
24.10FS
24.59TC
24.21FS
24.69TC
24.31FS
24.89TC
24.42FS
24.91TC
24.53FS
24.79TC
24.44FS
24.70TC
24.38FS
24.44TC
23.95FL
24.20TC
23.71FL
24.21TC
23.71FL
23.95TC
23.47FL
23.42TC
23.09FS
23.27TC
22.94FS
23.84TC
23.39FS
23.70TC
23.21FS
23.87TC
23.40FS
23.86TC
23.47FS
23.85TC
23.32FS
23.51TC
22.95FS
23.97TC
23.30FS
23.23TC
22.70FS
24.16TC
23.74FS
24.13TC
23.68FS 24.12TC
23.67FS
24.35TC
23.91FS24.43TC
23.93FS
24.54TC
24.08FS
24.66TC
24.20FS
24.61TC
24.09FS
24.11TC
23.70FS
23.95TC
23.60FS
23.96TC
23.60FS
24.26TC
23.76FS 24.67TC
24.35FS
24.66TC
24.36FS
24.55TC
24.25FS
24.50TC
24.20FS
24.50TC
24.10FS 24.54TC
24.09FS
24.57TC
23.98FS
24.57TC
23.94FS
24.72TC
24.07FS
24.98TC
24.41FS
25.02TC
24.43FS
24.97TC
24.40FS
24.75TC
24.26FS
24.57TC
24.18FS
24.58TC
24.24FS
24.65TC
24.40FS
24.61TC
24.33FS
24.62TC
24.27FS
24.68TC
24.27FS
24.66TC
24.29FS
24.62TC
24.32FS
24.59TC
24.31FS
24.64TC
24.33FS
24.69TC
24.33FS
24.76TC
24.37FS
24.81TC
24.35FS
24.77TC
24.21FS
24.59TC
24.04FS
24.37TC
23.89FS
24.99TC
24.56FS
25.01TC
24.70FS
25.09TC
24.75FS
24.98TC
24.60FS
24.68TC
24.30FS
24.66TC
24.27FS
24.55TC
24.20FS
24.73TC
24.41FS
25.11TC
24.74FS
25.01TC
24.68FS24.78TC
24.47FS
24.78TC
24.37FS
24.73TC
24.30FS
24.72TC
24.32FS
24.39TC
24.28FS 24.69TC
24.28FS 24.75TC
24.27FS
24.66TC
25.00TC
24.78FS25.01TC
24.60FS
25.05TC
24.63FS
25.06TC
24.63FS
25.04TC
24.66FS
25.00TC
24.60FS
25.17TC
24.96FS
25.00TC
24.66FS
24.82TC
24.30FS
24.86TC
24.31FS
24.41TC
24.08FS
24.11TC
23.84FS
24.04TC
23.73FS23.85TC
23.33FL
23.77TC
23.26FL
23.83TC
23.57FS
23.89TC
23.60FS
24.11TC
23.88FS
24.55TC
24.13FS
24.53TC
24.10FS
24.51TC
24.12FS
24.25TC
24.01FS
24.23TC
23.87FS
24.19TC
23.90FS
24.40TC
24.12FS 24.39TC
24.11FS
24.23TC
23.97FS
24.27TC
23.99FS
24.28TC
24.07FS
24.54TC
24.10FS 24.59TC
24.22FS 24.58TC
24.18FS
24.57TC
24.22FS
24.93TC
24.42FS
24.93TC
24.51FS24.90TC
24.58FS
25.05TC
24.57FS
24.97TC
24.58FS25.00TC
24.54FS
25.00TC
24.65FS
24.80TC
24.45FS
24.48TC
24.16FS
24.27TC
23.84FS
24.27TC
23.75FS
LP
ICV
FH
ICV
ICV
LP
BFD
WM
EPB
LP
EV
LP
AV
ETEV
LP
ICV
ICV
SMH
FDCWM PIV
LP
ICV
ICV
LP
LP
LP
EPB
36.2'
20.1'
40.6'
60.6'
76.6'
40.5'
WV
1838 SWEET WATER ROAD
1 STORY WOOD BUILDING
BUILDING HEIGHT = 17'±
BUILDING AREA = 3,917 S.F.±
BUILDING
24 2423
24 24
2424
24 24
24 25
25 25
24 24
25 25
25 25
25 25 25
25 2525
25 24
24 24
24 24
24 23 23
23 23
23 23
23 24
24 24
24 24
24 24
24 24
24 24
24 24
24 24
LOT 1
MAP NO. 8432
LOT 11
MAP NO. 8432
PARCEL 1
PARCEL MAP NO. 12603
PARCEL 4
PARCEL MAP NO. 12603
LOT 8
MAP NO. 8432
LOT 7
MAP NO. 8432
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
PROP. DUTCHBROS BUILDING
PRIVATE DRIVE
(N.A.P.)
EX. PARKING
LOT
(N.A.P.)
EX. PARKING
LOT
(N.A.P.)
EX. PARKING
LOT
(N.A.P.)
6.0'
11.0'
APPROX. 26 CAR
STACKING
EX. ACCESSIBLEPATH OF TRAVEL
EX. ACCESSIBLEPATH OF TRAVEL
PROP. TRASHENCLOSURE
EX.
TRANSFORMER
EX. POWERPOLE
EX. TRASHENCLOSURE
PROP. MENU
BOARD
PROP. MENUBOARD
PROP. MENUBOARD
PROP. MENU
BOARD
PROP. MENU
BOARD
PROP. MENU
BOARD
DUTCH BROSTHANK YOUSIGNAGE
DUTCH BROSDIRECTIONALSIGNAGE
DUTCH BROSDIRECTIONALSIGNAGE
ORDER AHEAD
ORDER AHEAD
9.7'
6.0'
12.0'
12.0'
2.5' 7.0'
8.0'
18.0'
9.0'
9.0' 9.0'
5.9'
12.0'
12.0'
11.0'
24.0'
8.1'
18.0'
6.0'
50.3'
13.8'
4.7'
2.5'
12.0'
12.0'
2.5'
8.0'
2.5'
4.0'
18.0'
24.8'
0.8'
16.2'
5.3'
5.2'
12.0'
12.0'
2.5'
9.0'5.0'
12.7'
6.0'
7.8'
2.5'
24.0'
8.7'
12.0'
22.7'
5.0'
W
W
W
SS
SS
SS
X
SD
SD
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
FF
FF
FF
FF
FF
FF
FF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
IC
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
R12
R17
R3
R8
R1
R1
R5
R2
R1
A
R2
R7
R9
R9
BR6 R16
R15
R2
R10
R9
R7
R14
R3
R11
A
A
R13
R2
EXISTING PLANT LEGEND
EX. TREES BOTANICAL /
COMMON NAME
EX. SHRUBS BOTANICAL / COMMON NAME
VARIOUS SPECIES: SENECIO SP., RHAPHIOLEPIS SP., WESTRINGIA SP., LANTANA SP., DIANELLA SP.,
PHOENIX DACT.
DATE PALM
TIPUANA TIPU
TIPU TREE
EUCALYPTUS CIT.
LEMON SCENTED GUM
EX. TREES BOTANICAL /
COMMON NAME
PLANT LEGEND
TREES QTY. BOTANICAL / COMMON NAME SIZE FORM / COMMENTS 5,000
-
DETAIL REF. SIZE (HxW)
HESPERALOE PARVIFLORA
RED YUCCA
5 GAL. PER PLAN
SHRUBS SPACING / COMMENTS
-
- H: ±3'
W: ±3'
ARCTOSTAPHYLOS 'EMERALD CARPET'
EMERALD CARPET MANZANITA
1 GAL. 3'-0" O.C.
GROUNDCOVER
- - H: ±1'
W: 4' - 5'
WATER USE
VERY LOW
LOW
-
-
-
- SENECIO MANDRALISCAE
BLUE CHALK STICKS
-
H: 1' - 2'
W: 2' - 3'
QTY. BOTANICAL / COMMON NAME SIZE DETAIL REF. SIZE (HxW)WATER USE SPACING / COMMENTSQTY. BOTANICAL / COMMON NAME SIZE DETAIL REF. SIZE (HxW)WATER USE
WESTRINGIA FRUTICOSA 'MORNING LIGHT'
MORNING LIGHT COAST ROSEMARY
3'-0" O.C.
-
H: 3' - 4'
W: 4' - 5'
LOW5 GAL.
FF
WF
FURCRAEA FOETIDA 'MEDIOPICTA'
NCN
PER PLAN
-
H: 4' - 5'
W: 6' - 8'
LOW5 GAL.
1 GAL 2'-0" O.C. LOW
LAGERSTROEMIA INDICA x FAURIEI 'NATCHEZ'
NATCHEZ CRAPE MYRTLE
-24" BOX STANDARD LOW H: 20' - 25'
W: 15' - 20'
HP
LANDSCAPE PLAN
L-1
Today's Ideas. Tomorrow's Reality
695 Town Center Dr. #110 Costa Mesa, CA 92626
T 949-640-8997 www.CDRwest.com
NUMBER DATE
REVISIONS
APP'V'D
BH
BHCHECKED BY:
DRAWN BY:
DATE: JULY 14, 2025
SHEET
BASIS OF BEARINGS:
BENCHMARK:
Renewal Date
Date
Sept. 30, 2025
July 14, 2025
LANDSCAPE ARCHITECTURE ENTITLEMENT PLANS PREPARED BY:
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
DUTCH BROS
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
APN: 563-231-32-00
BM #A-152-45
"K" AVE. BP W. CURB "K" AVE. 8' S/O S/1 28TH ST. SW
ELEVATION = 60.97
THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH
18°27'43" WEST ALONG THE EAST LINE OF LOT 7 AND
LOT 8 AS SHOWN ON MAP NO. 8432, IN THE OFFICE
OF SAN DIEGO COUNTY RECORDER, STATE OF
CALIFORNIA.
LANDSCAPE & IRRIGATION NOTES
1. A 3" DEEP LAYER OF ORGANIC PLANTING MULCH SHALL BE INSTALLED IN ALL LANDSCAPE AREAS (EXCLUDING TURF AREAS).
2. ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES AS SHOWN ON PLANTING PLANS AND/OR WHEN INSTALLED WITHIN 5'-0" OF UTILITIES, CONCRETE PAVING, CURB OR OTHER FLATWORK. ROOT BARRIERS SHALL BE A MINIMUM OF 10'-0" IN LENGTH AND CENTERED ON THE TREE TRUNK.
3. ALL IRRIGATION SYSTEMS SHALL BE OPERATED BY AN AUTOMATIC CONTROLLER UTILIZING
EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA AND WILL HAVE MANUAL SHUT OFF VALVES.
4. ALL IRRIGATION COMPONENTS MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS.
5. A MINIMUM OF ONE FOOT DEPTH OF UNCOMPACTED SOIL SHALL BE PROVIDED FOR WATER
ABSORPTION AND ROOT GROWTH IN EACH PLANTED AREA
6. A SOILS REPORT SHALL BE PREPARED AND SUBMITTED WITH THE CERTIFICATE OF COMPLETION.
SOIL SAMPLES SHALL BE COLLECTED AFTER GRADING OPERATIONS ARE CONDUCTED AND PRIOR TO THE INSTALLATION OF LANDSCAPE MATERIALS.
7. A 3 FEET (MINIMUM) CLEAR SPACE SHALL BE PROVIDED AROUND ALL FIRE PROTECTION
EQUIPMENT SUCH AS FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONS (FDC), POST-INDICATOR VALVES (PIV), AND BACK FLOW PREVENTER FOR THE FIRE SPRINKLER SYSTEM (OS&Y). (CFC §507.5.5 & §509.2)
8. TREES SHALL BE MAINTAINED TO PROVIDE AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET 6 INCHES (MINIMUM) FROM ALL FIRE LANES. (CFC §503.2.1)
LANDSCAPE LEGEND
A NEW LANDSCAPE AREA WITH AMENDED SOIL
NEW IRRIGATION CONTROLLER - WALL MOUNTED IN STAINLESS STEEL ENCLOSURE R1
CONSULTANT REFERENCE LEGEND (LANDSCAPE PLAN) R#
COMMENTSKEY
R2
R3
R4
R5
R6
R7
R8
R9
NEW CONCRETE CURB / CURB & GUTTER - REFER TO CIVIL PLANS
NEW PEDESTRIAN CONCRETE PAVING - REFER TO CIVIL PLANS
NEW VEHICULAR PAVING - REFER TO CIVIL PLANS
NEW LIGHT POLE - REFER TO ARCHITECTURE PLANS
NEW BUILDING / BUILDING COLUMNS - REFER TO ARCHITECTURE PLANS
NEW TRASH ENCLOSURE - REFER TO ARCHITECTURE PLANS
NEW DRIVE THRU EQUIPMENT - REFER TO ARCHITECTURE PLANS
NEW SIGNAGE - REFER TO ARCHITECTURE PLANS
UNDERGROUND UTILITY - REFER TO CIVIL PLANS
SD = STORM DRAIN FW = FIRE WATER
W = DOMESTIC WATER G = GAS
SS = SANITARY SEWER E = ELECTRIC
NEW CATCH BASIN - REFER TO CIVIL PLANS
EXISTING IRRIGATION WATER METER & BACKFLOW PREVENTER - REFER TO CIVIL PLANS
NEW DOMESTIC WATER METER & BACKFLOW PREVENTER - REFER TO CIVIL PLANS
FIRE HYDRANT - REFER TO CIVIL PLANS
NEW GREASE INCEPTOR - REFER TO CIVIL PLANS
EXISTING ELECTRICAL TRANSFORMER - REFER TO CIVIL PLANS
EXISTING ELECTRICAL POLE & OVERHEAD POWER LINES - REFER TO CIVIL PLANS
EXISTING WATER METER & BACKFLOW TO BE RE-PURPOSED FOR IRRIGATION - REFER TO CIVIL PLANS
R10
R11
R12
R13
R14
R15
R16
R17
B
MAWA (ANNUAL GALLONS ALLOWED) = ETO x 0.62 x [ETAF x RLA + 1.0 x SLA] WHERE 0.62 IS A CONVERSION FACTOR THAT CONVERTS ACRE-INCHES PER ACRE PER YEAR TO GALLONS PER ACRE 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 0.55 FOR RESIDENTIAL AREAS AND 0.45 FOR NON-RESIDENTIAL AREAS
MAWA = 48.7 x 0.62 x [0.45 x 7,088 + 1.0 x 0]
30.194 x 3,189.6 + 0
30.194 x 3,189.6
96,307 (GALLONS PER YEAR)
HYDROZONE INFORMATION TABLE
HYDROZONE #
/ PLANTING
DESCRIPTION
TREES & SHRUBS - LOW
(ON SITE)
REGULAR LANDSCAPE AREAS (RLA)
PLANT
FACTOR
(PF)
IRRIGATION
METHOD
IRRIGATION
EFFICIENCY
(IE)
ETAF
(PF / IE)
LANDSCAPE
AREA (LA)
(SQ. FT.)
ESTIMATED
WATER USE
(EWU) = ETAF x
LA x ETo x 0.62)
TREES & SHRUBS - LOW
(OFF SITE)
SPECIAL LANDSCAPE AREAS (SLA)
MAXIMUM ALLOWED WATER ALLOWANCE (MAWA)
ESTIMATED TOTAL WATER USE (ETWU)
SLA TOTALS
TOTALS
0 1.0
1.0 ETWU (ANNUAL GALLONS REQUIRED = ETO X 0.62 X ETAF X AREA WHERE 0.62 IS A CONVERSION FACTOR THAT CONVERTS ACRE-INCHES PER ACRE PER YEAR TO
GALLONS PER ACRE PER SQUARE FOOT PER YEAR
MAXIMUM APPLIED WATER ALLOWANCE (MAWA) CALCULATIONS
REFERENCE ETO: 48.7 (CHULA VISTA) ETAF: NON-RESIDENTIAL: 0.45
0.3 DRIP 0.81 0.37
0.5 DRIP 0.81 0.37
0 79,265
96,307
7,088 79,265
4,039 45,168
3,049 34,097
NA
NA
NA
NA
NA
NA
SLA -
SLA -
LANDSCAPE AREA CALCULATIONS
· MINIMUM LANDSCAPE AREA REQUIRED = 20% (*18.44.090):
·· LANDSCAPE AREA: 4,039 SF (ON-SITE)
·· TOTAL LOT AREA: 20,000 SF.
·· 4,039 / 20,000 = .202 (20.2%)
· 1 TREE FOR 7 PARKING STALLS (*18.44.110.6.a): 7 PARKING STALLS SHOWN = 1 TREE REQUIRED (5 TREES SHOWN)
*NATIONAL CITY MUNICIPAL CODE
0 DRAWING SCALE:
20 20 40
1" = 20'
NORTH
SENECIO MANDRALISCAE
BLUE CHALK STICKS
ARCTOSTAPHYLOS 'EMERALD CARPET'
EMERALD CARPET MANZANITA
WESTRINGIA F. 'MORNING LIGHT'
MORNING LIGHT COAST ROSEMARY
HESPERALOE PARVIFLORA
RED YUCCA
FURCRAEA FOETIDA 'MEDIOPICTA'
NCN
LAGERSTROEMIA INDICA x FAURIEI 'NATCHEZ'
NATCHEZ CRAPE MYRTLE
53
SCALE: 1/4" = 1'-0"
REAR ELEVATION
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
1 4
+24'-0"
B.O AWNING
+10'-6"
+0'-0"
T.O. PARAPET 2
ELEVATION - WALK-UP WINDOW
3 B.O CANOPY &
AWNING
SCALE: 1/4" = 1'-0"
ELEVATION - DRIVE-THRU WINDOW
1B1A
1B
+24'-0"
T.O. PARAPET 2
+10'-6"
+10'-6"
+20'-10 1/2"
+24'-0"
1A
EXTERIOR FINISH SCHEDULE
ID TAGMATERIALMANUFACTURERMODELREMARKS
ZONE 1 (BODY)
1AEXTERIOR CEMENT
PLASTERSHERWIN WILLIAMS8656-11295 - BLDG DB DARK GRAY3-COAT SYSTEM W/ ACRYLIC MEDIUM SAND FINISH; REVEALS AS SHOWN
1BEXTERIOR CEMENT
PLASTERSHERWIN WILLIAMS8656-12046 - BLDG DB LIGHT GRAY3-COAT SYSTEM W/ ACRYLIC MEDIUM SAND FINISH; REVEALS AS SHOWN
ZONE 2 (TOWER) (Z2)
2 FIBER CEMENT SIDING NICHIHAILLUMINATION, AWP 3030 W/ OPEN
OUTSIDE CORNERS
GC TO ORDER PANELS UNPAINTED; OPEN
OUTSIDE CORNERS AND PANELS TO BE
PAINTED BY GC DB BLUE
ZONE 3 (3'-2" BASE)
3 STONE VENEERELDORADO STONECLIFFSTONE, BANFF SPRINGS
STONE VENEER SILLELDORADO STONESNAPPED EDGE WAINSCOT SILL; PEWTER
ZONE 4 (FRAMED CANOPY)
4 FASCIAWESTERN STATES METAL
ROOFINGT-GROOVE, 10"3 SIDES; COLOR: BLDG DB DARK GRAY
5 SOFFITHEWN ELEMENTSNATURAL NORTHWESTERN
SPRUCE1X6, T&G, 1
8" REVEAL
6 COLUMNSELDORADO STONECLIFFSTONE, BANFF SPRINGS
NOTE: EXTERIOR DOORS TO BE PAINTED PER A6.1
+5 1
2" FURROUT
T.O. CANOPY
PARAPET
+12'-3"
+20'-10 1/2"
+20'-10 1/2"
+0'-0"
FRONT ELEVATION 2
+0'-0"
B.O CANOPY &
AWNING
+5 1
2" FURROUT
T.O. SLAB
T.O. PARAPET 2
T.O. SLAB
T.O. SLAB
B.O CANOPY &
AWNING
+10'-6"
+12'-3"
+20'-10 1/2"
+24'-0"
T.O. PARAPET 1
T.O. PARAPET 1
T.O. PARAPET 1
+3'-2"
T.O. PARAPET 1
T.O. SLAB
T.O. CANOPY
PARAPET
+12'-3"
T.O. PARAPET 2
T.O. CAP
+0'-0"
XXXX
LINE OF ROOF TOP UNITS BEYOND,
SHIELDED FROM VIEW PARAPETS
LINE OF ROOF TOP UNITS BEYOND,
SHIELDED FROM VIEW PARAPETS
LINE OF ROOF TOP UNITS BEYOND,
SHIELDED FROM VIEW PARAPETS
T.O. PARAPET
LINE OF ROOF TOP UNITS BEYOND,
SHIELDED FROM VIEW PARAPETS
T.O. SERVICE
COUNTER
+2'-10"
+3'-2"
T.O. CAP
T.O. SERVICE
COUNTER
+2'-10"
+3'-2"
T.O. CAP
T.O. SERVICE
COUNTER
+2'-10"
3'-6" MIN.
SCONCE LIGHTS,
8'-0" B.O. OF
FIXTURES,TYP.
CANOPY SOFFIT
5 CANOPY SOFFIT
5 CANOPY COLUMNS
6 CANOPY FASCIA
4 SCONCE LIGHTS,
8'-0" B.O. OF
FIXTURES,TYP.
CANOPY COLUMNS
6 CANOPY FASCIA
4 FRAMED CANOPY
CANOPY SOFFIT
5 FRAMED CANOPY
CANOPY COLUMNS
6 FRAMED CANOPY
METAL AWNING,
SEE DETAIL 2/A4.0
EQ21A
EQ21A
EQ21B
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH 2
LIGHTED SIGN, INSTALLED
BY SIGN CONTRACTOR,
COORDINATE WITH
ELECTRICAL J-BOX AND
BLOCKING REQUIREMENTS
STONE VENEER
3 PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH 1A
STAINLESS STEEL SERVICE
TRAY, DUTCH BROS
FURNISHED, CONTRACTOR
INSTALLED.
SIDING SYSTEM
1A
LIGHTED SIGN, INSTALLED BY
SIGN CONTRACTOR,
COORDINATE WITH ELECTRICAL
J-BOX AND BLOCKING REQUIREMENTS
METAL AWNING,
SEE DETAIL 2/A4.0
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH 1B
SIDING SYSTEM
2 PRE-FINISHED PARAPET CAP FLASHING,
COLOR TO MATCH 1A
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH 2
SIDING SYSTEM
1B
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH 1B
SIDING SYSTEM
1A
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH 1B
SIDING SYSTEM
1B
SIDING SYSTEM
1A
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH 1A
SIDING SYSTEM
2 ADDRESS NUMBERS:
- 12" ARIAL FONT
- 2" STROKE
- SATIN ALUM. FINISH
- VERIFY FINAL LOCATION
METAL AWNING,
SEE DETAIL 2/A4.0
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH 2
SIDING SYSTEM
2 LIGHTED SIGN,
INSTALLED BY SIGN CONTRACTOR,
COORDINATE WITH ELECTRICAL
J-BOX AND BLOCKING REQUIREMENTS
SIDING SYSTEM
1B
SIDING SYSTEM
1B
LED MENU BOARD
EQ21
LED MENU BOARD
EQ21
LIGHTED SIGN,
INSTALLED BY SIGN CONTRACTOR,
COORDINATE WITH ELECTRICAL
J-BOX AND BLOCKING REQUIREMENTS
SCONCE LIGHTS,
8'-0" B.O. OF
FIXTURES,TYP.
CANOPY FASCIA
4 INTERNAL CANOPY ROOF
DRAIN; REFER TO A3.1 & A4.0
FOR ADDITIONAL INFORMATION
STONE VENEER
3 SIDING SYSTEM
1A
METAL AWNING,
SEE DETAIL 2/A4.0
6" STEEL PIPE BOLLARD
WITH PLASTIC SLEEVE,
COLOR: DUTCH BROS. BLUE
OVERFLOW
DOWNSPOUT P-14
ZURN Z1999;
COORD. W/ PLUMBING
PRE-FINISHED PARAPET
CAP FLASHING,
COLOR TO MATCH 2
LOCK BOX KEY
EQ33
WALL MOUNTED
LIGHT FIXTURE
WALL HYDRANT
P16
COORD. W/
PLUMBING
METAL AWNING,
SEE DETAIL 2/A4.0
EQ21BEQ21B
EQ21B
SIDING SYSTEM
2 LIGHTED SIGN,
INSTALLED BY SIGN
CONTRACTOR,
COORDINATE WITH ELECTRICAL
J-BOX AND BLOCKING
REQUIREMENTS
6" STEEL PIPE BOLLARD
WITH PLASTIC SLEEVE,
COLOR: DUTCH BROS. BLUE
STONE VENEER
3 BULK TANK FILL BOX
EQ19A
ROOF OVERFLOW
DOWNSPOUT P-14
ZURN Z1999; COORD.
W/ PLUMBING
6" STEEL PIPE BOLLARD WITH
PLASTIC SLEEVE,
COLOR: DUTCH BROS. BLUE
METAL AWNING,
SEE DETAIL 2/A4.0
PROPOSED
ELECTRICAL GEAR
LOCATION
T.O. STORAGE
CORAL
T.O. STORAGE
CORAL
T.O. STORAGE
CORAL
WATERPROOF RECEPTACLE
A6.1
BUILDING ELEVATIONS
COLOR
“ “ ”
“ ” ”
SHEET NAME:
SHEET NUMBER:
DESCRIPTION:DATE:REV:
Project No: CA4707
Dutch Bros Coffee - New Freestanding Store
DB2550SQ - A1 PROTOTYPE
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
c
ARMET DAVIS NEWLOVE &
ASSOCIATES, AIA ARCHITECTS
1330 OLYMPIC BLVD.
SANTA MONICA, CALIFORNIA 90404
PH 310 452-5533 FAX 310 450-4742
DATE: 07/07/2025
54
CLCL
CL
CLCL
CL
CL
CL
CLCL
CLCLCLCL
CL
CL
CL
CLCL
CL
CL
CL
CL
CL
CL
CL
CL
CL
1 A10.0
CL
CLCL CL
SCALE: 3/8" = 1'-0"
FLOOR PLAN1
0'4' 2'
A2.0
FLOOR PLAN/
DETAILS
“ “ ”
“ ” ”
SHEET NAME:
SHEET NUMBER:
DESCRIPTION:DATE:REV:
Project No: CA4707
Dutch Bros Coffee - New Freestanding Store
DB2550SQ - A1 PROTOTYPE
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
c
ARMET DAVIS NEWLOVE &
ASSOCIATES, AIA ARCHITECTS
1330 OLYMPIC BLVD.
SANTA MONICA, CALIFORNIA 90404
PH 310 452-5533 FAX 310 450-4742
DATE: 07/07/2025
N
55
06-25-0038
Signs and Menus
1838 Sweetwater Rd
National City, CA 91950
ADDRESS
DRAWING/REVISION NO.:
PAGE NO.:
OF
DUTCH BROS
CLIENT:
Approval Signature
08/27/2025
DATE:
Joanne P .
PROJECT MANAGER
Trong T .
DESIGNER:
06/09/2025
REVISION DATE:
Trong T .
REVISION BY:
1513
CONSTRUCTION MGR.
DIRECTOR
12 2 2 6 C o a s t D r i v e
W h i t t i e r, C A 9 0 6 0 1
( )Tel: 562 946-7545
( )Fax: 562 949-5707
St. Lic.: 894662
Los Angeles, CA
www.fusionsign.com
ALL IDEAS, PLANS, AND ELECTRONIC
ART INDICATED ON THIS DRAWING ARE
COPYRIGHTED AND OWNED BY
FUSION SIGN AND DESIGN AND
SHALL NOT BE REPRODUCED, USED
BY OR DISCLOSED TO ANY PERSONS,
FIRM OR CORPORATION FOR ANY
PURPOSE WHATSOEVER WITHOUT
PERMISSION OF
FUSION SIGN AND DESIGN.
SCOPE OF WORK: MANUFACTURE & INSTALL (4) S/F POST MOUNTED MENU SIGNS Scale: 1” = 1’-0”
SIGN TYPE DBMENU-PM-SF: FREE STANDING MENU BOARD
TOTAL SQ. FT.: 10.7
3 ELECTRICAL SPECIFICATIONS:
(25) WHITE LED MODULES @ 1.5W EA= 37.5 W TOTAL
(1) 12V 60W POWER SUPPLIES @ 1.2 AMPS EA.
(1) CUSTOMER PROVIDED 120V/20A/60HZ
DEDICATED CIRCUIT REQUIRED
TOTAL CIRCUIT LOAD:
1.2 AMPS @ 120 VAC
ELECTRICAL DETAIL
Scale: 1” = 1’-0”
25 LEDS @ 37.5W
FOOTING PER ENGINEERING
QTY. 4N11
56
06-25-0038
Signs and Menus
1838 Sweetwater Rd
National City, CA 91950
ADDRESS
DRAWING/REVISION NO.:
PAGE NO.:
OF
DUTCH BROS
CLIENT:
Approval Signature
08/27/2025
DATE:
Joanne P .
PROJECT MANAGER
Trong T .
DESIGNER:
06/09/2025
REVISION DATE:
Trong T .
REVISION BY:
1514
CONSTRUCTION MGR.
DIRECTOR
12 2 2 6 C o a s t D r i v e
W h i t t i e r, C A 9 0 6 0 1
( )Tel: 562 946-7545
( )Fax: 562 949-5707
St. Lic.: 894662
Los Angeles, CA
www.fusionsign.com
ALL IDEAS, PLANS, AND ELECTRONIC
ART INDICATED ON THIS DRAWING ARE
COPYRIGHTED AND OWNED BY
FUSION SIGN AND DESIGN AND
SHALL NOT BE REPRODUCED, USED
BY OR DISCLOSED TO ANY PERSONS,
FIRM OR CORPORATION FOR ANY
PURPOSE WHATSOEVER WITHOUT
PERMISSION OF
FUSION SIGN AND DESIGN.
WHITE REFLECTIVE VINYL
Scale: 1 ½” = 1’-0”
SIGN TYPE DBDIR-DT-DF: NON-ILLUMINATED D/F DIRECTIONAL
TOTAL SQ. FT.: 3.13
SCOPE OF WORK: MANUFACTURE & INSTALL (1) D/F NON-ILLUMINATED DIRECTIONAL SIGN 2’-6” 2”
1’-3”
3’-0”
1’-9”
SIDE A
SIDE VIEW
2”
6 ¼”
TOP VIEW
FABRICATED .090
ALUMINUM BOLT COVER
6 ¼”
REFLECTIVE WHITE VINYL WITH DIGITALLY PRINTED BACKGROUND TO MATCH DB CUSTOM DARK BLUE.
(SPECIAL PRODUCTION NOTE: GRAPHICS TO BE INSET FROM EDGE 1/8”). 2" X 2" SQUARE TUBE ALUMINUM FRAME & POST WITH ALUMINUM FACES & 1/4” X 6" X 6" PLATE.
FABRICATED .090 ALUMINUM BOLT COVER PAINT DB CUSTOM DARK BLUE.
INSTALL PLATE-MOUNTED.
PAD FOOTING INSTALLED BY GC.
SIDE B
2”X2” TUBE
P .T .M. PMS 541 C BLUE
REFLECTIVE WHITE VINYL
BORDER AND LETTERS
2” 2”X2” ALUM.
TUBE
2”X2” ALUM. TUBE .090” ALUM. FACES
SECTION DETAILA
4 Scale: 1 ½” = 1’-0”
STRUCTURE DETAIL
2”X2” ALUM. TUBE
A
XX
1’-3”
Scale: 1 ½” = 1’-0”
2”X2” TUBE
P .T .M. PMS 541 C BLUE
2’-6”
PLATE DETAIL
Scale: 3” = 1’-0”
4”
6”
4”
6”
¼” THICK. ALUM. PLATE
⅝” Ø THRU HOLE
CUT-OUT FOR 2” SQ. TUBE
2”X2” ALUM. TUBE
TYP .3/16”
6” X 6” X ¼” ALUM. PLATE W/
(4) ⅝” Ø J-BOLTS 6” MIN.
EMBEDMENT INTO CONCRETE
QTY. 1N12
57
CITY OF NATIONAL CITY
NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that the City Council of the City of National City will hold a Public Hearing after the hour of 6:00 p.m., Tuesday, April 21, 2026, in the City Council Chambers, Civic Center, 1243 National City Blvd., National City, CA., to consider:
PUBLIC HEARING- APPEAL OF A PLANNING COMMISSION APPROVAL OF A
CONDITIONAL USE PERMIT FOR A DRIVE-THROUGH COFFEE SHOP (DUTCH BROS COFFEE) TO BE LOCATED AT 1838 SWEETWATER ROAD.
Anyone interested in this matter may appear at the above time and place and be heard.
The City Council will also accept written public comments regarding this matter.
Written comments or testimony fr om the public must be submitted via e -mail to [email protected] by 2:00 P.M. on the day of the City Council Meeting. For information on registering to pr ovide public comment via Zoom pl ease visit the City Clerk’s webpage at https://www.nationalcityca.gov/government/city- clerk/public-comments
If you challenge the nature of the proposed action in court, you may be limited to raising only those issues you or someone else raised at the Public Hearing described in this notice via e-mail, or through written correspondence delivered to the undersigned prior to the Public Hearing.
Shelley Chapel, MMC, City Clerk
Published in the Star News: Friday, April 10, 2026
CARLSBAD
CLOVIS
IRVINE
LOS ANGELES
PALM SPRINGS
POINT RICHMOND
RIVERSIDE
ROSEVILLE
SAN LUIS OBISPO
3210 El Camino Real, Suite 100, Irvine, California 92602 949.553.0666 www.lsa.net
MEMORANDUM
DATE: September 10, 2025
TO: Stephen Manganiello, T.E., Director of Public Works, City of National City FROM: Dean Arizabal, Principal, and Ambarish Mukherjee, PE, Principal, LSA SUBJECT: Traffic Analysis for the 1838 Sweetwater Road Dutch Bros Coffee Shop Project (LSA Project No. 20252337)
LSA has prepared this Traffic Analysis (TA) for the proposed Dutch Bros Coffee shop (project) at 1838 Sweetwater Road within the Sweetwater Crossing shopping center in NaƟonal City, California. The purpose of this analysis is to esƟmate the potenƟal trip generaƟon, evaluate the access locaƟons, determine the adequacy of the drive-through configuraƟon, and assess vehicle miles traveled (VMT) for the proposed project.
The proposed project includes a 950-square-foot (sf) Dutch Bros Coffee shop with drive-through on the southeast corner of the Prospect Street-Sweetwater Crossing driveway/Sweetwater Road intersecƟon.
Figure 1 (all figures provided in AƩachment A) depicts the regional and project locaƟon. The drive- through configuraƟon of the proposed project would accommodate 26 total vehicles within 2 lanes.
Access to the Sweetwater Crossing shopping center and project site is provided via the signalized Prospect Street-Sweetwater Crossing driveway/Sweetwater Road intersecƟon and an unsignalized right- in/right-out (RIRO) driveway on Sweetwater Road. Figure 2 illustrates a conceptual site plan of the proposed project.
TRAFFIC ANALYSIS
This TA Scope of Work has been prepared consistent with applicable provisions of the InsƟtute of TransportaƟon Engineers (ITE), San Diego and Imperial County SecƟons, Guidelines for TransportaƟon Impact Studies in the San Diego Region, dated May 2019 (ITE Guidelines), and the scope of work approved by the City of NaƟonal City (City) Director of Public Works and Traffic Engineer on May 22, 2025.
Data CollecƟon and Study Area
An independent data collecƟon firm (Counts Unlimited) conducted trip generaƟon and drive-through queuing surveys of similar exisƟng Dutch Bros Coffee shops, as well as intersecƟon counts at four comparable Dutch Bros Coffee shop locaƟons and two study area locaƟons.
The similar exisƟng Dutch Bros Coffee shops surveyed include:
1. 9067 Warner Avenue, Fountain Valley
2. 3561 Hamner Avenue, Norco
3. 13322 Limonite Avenue, Eastvale
4. 877 East Hospitality Lane, San Bernardino
2 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx) The study area intersecƟons include:
1. Prospect Street-Sweetwater Crossing driveway/Sweetwater Road
2. RIRO driveway/Sweetwater Road
The specifics for the surveys and counts are:
The trip generaƟon surveys were conducted for one typical Saturday (May 17, 2025) and one typical weekday (Tuesday, May 20, 2025). The surveys included the hourly and daily trips for each site, as well as the average hourly and average daily trips for all sites. The drive-through queuing surveys were conducted during the weekday a.m. peak hour (6:00 a.m. to 9:00 a.m.), the weekday p.m. peak hour (3:00 p.m. to 6:00 p.m.), and the weekend peak hour (10:00 a.m. to 2:00 p.m.). The surveys include the average Ɵme per customer, maximum queue, and average queue for each site, as well as the average Ɵme per customer, average maximum queue, and average queue for all sites.
The intersecƟon counts were conducted for the typical weekday a.m. and p.m. peak hours.
Trip GeneraƟon Analysis
The daily, a.m. peak-hour, and p.m. peak-hour trips of the proposed project were developed through surveys conducted by Counts Unlimited (provided in AƩachment B) at four similar exisƟng Dutch Bros Coffee shops in Fountain Valley, Norco, Eastvale, and San Bernardino.
For coffee shops, restaurants, and similar quick-service retail faciliƟes, a significant percentage of trips are pass-by trips. A pass-by trip is a trip where an intermediate stop is made on the way from the origin to the primary desƟnaƟon of the trip without making a route diversion. Pass-by trips are made by drivers already on adjacent/nearby roadways (e.g., stopped by the coffee shop on the way to work or home) and therefore are not addiƟve trips to the circulaƟon system. A conservaƟve 50 percent pass-by reducƟon has been applied to the proposed project for weekday and weekend daily and peak-hour condiƟons.
The daily, a.m. peak-hour, and p.m. peak-hour trips of the previous (restaurant) use on site were also calculated based on trip rates for Land Use 932 (High-Turnover [Sit-Down] Restaurant) from the ITE Trip GeneraƟon Manual (11th EdiƟon). Since an a.m. peak-hour pass-by rate is not provided for this land use, no trip reducƟons were applied to the a.m. peak hour and a 43 percent pass-by rate was applied to the p.m. peak hour. Since a daily pass-by rate is not provided for this land use, the average of the a.m. and p.m. pass-by rates (22 percent) was used for the daily trip reducƟon. For weekends, the 22 percent pass- by rate was applied to the daily trip reducƟon and no pass-by reducƟons were applied to the peak hour.
Table C-1 (provided in AƩachment C) presents the trip generaƟon summary for the proposed project, based on similar Dutch Bros Coffee shops in the area, and a comparison to the previous use.
As shown in Table C-1, the proposed project would generate 2,168 gross daily trips, including 138 trips (72 inbound and 66 outbound) in the a.m. peak hour and 130 trips (65 inbound and 65 outbound) in the p.m. peak hour on weekdays. AŌer applying pass-by trip reducƟons, the weekday trip generaƟon of the proposed project would be 1,084 daily trips, including 69 trips (36 inbound and 33 outbound) in the a.m. peak hour and 65 trips (32 inbound and 33 outbound) in the p.m. peak hour.
3 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx) On weekends, the proposed project would generate 1,836 gross daily trips, including 125 trips (63 inbound and 62 outbound) during the peak hour. AŌer applying pass-by trip reducƟons, the trip generaƟon of the proposed project on weekends would be 918 daily trips, including 62 trips (31 inbound and 31 outbound) during the peak hour.
The previous (restaurant) use would have generated approximately 420 gross daily trips, including 37 trips (21 inbound and 16 outbound) in the a.m. peak hour and 36 trips (22 inbound and 14 outbound) in the p.m. peak hour on weekdays. AŌer applying pass-by trip reducƟons, the weekday trip generaƟon of the previous use would be 328 daily trips, including 37 trips (21 inbound and 16 outbound) in the a.m. peak hour and 21 trips (13 inbound and 8 outbound) in the p.m. peak hour.
On weekends, the previous use would have generated 479 gross daily trips, including 44 trips (22 inbound and 22 outbound) during the peak hour. AŌer applying pass-by trip reducƟons (105 daily trips), the weekend trip generaƟon would be 374 daily trips. No pass-by reducƟons were applied to the weekend peak hour, which remains at 44 trips (22 inbound and 22 outbound).
When accounƟng for the previous use, the net weekday trip generaƟon for the site would be 756 addiƟonal daily trips, including 32 addiƟonal trips (15 addiƟonal inbound trips and 17 addiƟonal outbound) in the a.m. peak hour and 44 addiƟonal trips (19 addiƟonal inbound and 252 addiƟonal outbound) in the p.m. peak hour.
When accounƟng for the previous use, the net weekend trip generaƟon for the site would be 544 addiƟonal daily trips and 18 addiƟonal peak-hour trips (9 addiƟonal inbound and 9 addiƟonal outbound).
However, to present a conservaƟve analysis of the study area locaƟons, no trip reducƟons were applied for pass-by or the previous (restaurant) use on site. The full project trip generaƟon has been assumed (138 a.m. peak-hour trips [72 inbound and 66 outbound] and 130 p.m. peak-hour trips [65 inbound and 65 outbound] on weekdays, as well as 125 peak-hour trips [63 inbound and 62 outbound] on weekends).
Figure 3 illustrates the full project trip distribuƟon and assignment at the signalized intersecƟon of Prospect Street-Sweetwater Crossing driveway/Sweetwater Road and the unsignalized RIRO driveway on Sweetwater Road.
IntersecƟon OperaƟons Analysis
A level of service (LOS) analysis was conducted for the following access locaƟons of Sweetwater Crossing shopping center and the proposed project based on the Highway Capacity Manual (HCM) 7 methodologies and the Synchro 12 soŌware:
1. Prospect Street-Sweetwater Crossing driveway/Sweetwater Road
2. RIRO driveway/Sweetwater Road
The LOS analysis was conducted for exisƟng and exisƟng plus project condiƟons. Counts Unlimited conducted exisƟng peak-hour driveway counts on Wednesday, May 28, 2025. The Counts Unlimited driveway counts are provided in AƩachment B. The HCM worksheets are provided in AƩachment D.
Figures 4 and 5 depict the exisƟng volumes and the exisƟng plus project volumes at the access driveways, respecƟvely.
4 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx) Table A summarizes the driveway LOS results.
Table A: IntersecƟon Levels of Service
IntersecƟon Control
ExisƟng LOS Exis Ɵng Plus Project LOS
AM
Peak Hour
Mid-Day
Peak Hour
AM
Peak Hour
Mid-Day
Peak Hour
Delay
(sec) LOS Delay
(sec) LOS Delay
(sec) LOS Delay
(sec) LOS
1 Prospect Street-Sweetwater Crossing
driveway/Sweetwater Road
Signal 9.7 A 18.4 B 10.3 B 20.8 C
2 RIRO driveway/Sweetwater Road OWSC 10.8 B 17.4 C 11.1 B 18.7 C Source: Compiled by LSA (2025).
LOS = level of service
OWSC = one-way stop control
RIRO = right-in/right-out
sec. = seconds
As shown in Table A, all access driveways operate at saƟsfactory LOS C or beƩer under exisƟng condiƟons during both peak hours. These intersecƟons are forecast to conƟnue operaƟng at saƟsfactory LOS C or beƩer under exisƟng plus project condiƟons during both peak hours. The proposed project would not adversely affect the LOS of the access driveways. As such, no improvements are required or recommended for the access driveways.
Site Access and Traffic CirculaƟon
Project patrons would access the Sweetwater Crossing shopping center and the project site at the signalized intersecƟon of Prospect Street-Sweetwater Crossing driveway/Sweetwater Road. More specifically, vehicles would enter and exit the project site via one-way circulaƟon paƩern, as follows:
1. Enter at Prospect Street-Sweetwater Crossing driveway/Sweetwater Road,
2. Travel southbound along an internal drive aisle to the drive-through entry,
3. Turn right out of the drive-through exit,
4. Circulate around the surface parking lot back toward the internal drive aisle, and
5. Exit at Prospect Street-Sweetwater Crossing driveway/Sweetwater Road.
Dutch Bros Coffee has developed a detailed Traffic Management Plan (TMP) and Site Summary (provided in AƩachment E) to ensure efficiency and quality of its service, facilitate access and one-way circulaƟon, and minimize the drive-through queuing of the proposed project. Key TMP components include detailed staffing and signage plans. Dutch Bros Coffee would provide staff and signs (as illustrated in the TMP) within the proposed drive-through configuraƟon and in proximity to the drive-through entry and exit.
Staff posiƟons (and the anƟcipated number of staff) for the proposed project include the following:
Line Busters (LBs) (5 staff) – LBs would increase the speed of the customer experience by taking orders while maintaining 2-foot gaps between vehicles.
Drink Runner (DR) (1 staff) – A DR would deliver completed drinks to customers in line before reaching the pickup window.
Dutch Bros Traffic Controller (DBTC) (1 staff) – A DBTC would direct traffic in and out of the drive- through and prevent vehicles from blocking internal drive aisles.
5 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx) Third-Party Traffic Controller or Off-Duty Police Officer (TC) (as needed) – Similar to a DBTC, a TC would also direct traffic in and out of the drive-through and prevent vehicles from blocking internal drive aisles.
InformaƟonal and direcƟonal signs include:
Do Not Block
Entrance
Pick Shortest Line
Merge Here
Exit Here
Dutch Bros Coffee would conƟnuously monitor traffic condiƟons for the proposed project. Dutch Bros Coffee would adjust its TMP (e.g., addiƟonal staffing and/or signage) in response to real-Ɵme condiƟons (including customer demand, gross sales, trends, local events, and weather) to ensure adequate and efficient access, one-way circulaƟon, and drive-through operaƟons.
Drive-Through Queuing Analysis
To determine the potenƟal drive-through queues of the proposed project, Counts Unlimited surveyed four exisƟng Dutch Bros Coffee locaƟons in Fountain Valley, Norco, Eastvale, and San Bernardino. Surveys of drive-through queue lengths and customer service Ɵmes were conducted on Tuesday, May 20, 2025 (weekday), and Saturday, May 17, 2025 (weekend), and are provided in AƩachment B.
Based on the survey data, the average and maximum observed customer service Ɵmes (in minutes:seconds) at the four Dutch Bros Coffee shops were as follows:
Fountain Valley (9067 Warner Avenue)
○ Average Service Times: 5:57 in the a.m. peak hour and 20:40 in the p.m. peak hour on a weekday, and 18:42 in the peak hour on a weekend
○ Maximum Service Times: 10:42 in the a.m. peak hour and 39:56 in the p.m. peak hour on a weekday, and 31:41 in the peak hour on a weekend
Norco (3561 Hamner Avenue)
○ Average Service Times: 10:18 in the a.m. peak hour and 13:57 in the p.m. peak hour on a weekday, and 13:01 in the peak hour on a weekend
○ Maximum Service Times: 19:41 in the a.m. peak hour and 30:48 in the p.m. peak hour on a weekday, and 17:44 in the peak hour on a weekend
Eastvale (13322 Limonite Avenue)
○ Average Service Times: 8:30 in the a.m. peak hour and 7:57 in the p.m. peak hour on a weekday, and 9:52 in the peak hour on a weekend
○ Maximum Service Times: 19:38 in the a.m. peak hour and 19:52 in the p.m. peak hour on a weekday, and 15:53 in the peak hour on a weekend
6 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx) San Bernardino (877 East Hospitality Lane)
○ Average Service Times: 5:54 in the a.m. peak hour and 7:33 in the p.m. peak hour on a weekday, and 9:02 in the peak hour on a weekend
○ Maximum Service Times: 19:04 in the a.m. peak hour and 18:11 in the p.m. peak hour on a weekday, and 16:10 in the peak hour on a weekend
4-Site Averages
○ Average Service Times: 7:40 in the a.m. peak hour and 12:32 in the p.m. peak hour on a weekday, and 12:39 in the peak hour on a weekend
○ Maximum Service Times: 19:04 in the a.m. peak hour and 39:56 in the p.m. peak hour on a weekday, and 31:41 in the peak hour on a weekend
Table B presents the average and maximum customer service Ɵmes for the four Dutch Bros Coffee shops for the weekday a.m., weekday p.m., and Saturday peak hours.
Table B: Dutch Bros Drive-Through Service Times
LocaƟon City
Weekday Saturday
AM Peak Hour PM Peak Hour Peak Hour
Avg
Time
(mm:ss)
Max
Time
(mm:ss)
Avg
Time
(mm:ss)
Max
Time
(mm:ss)
Avg
Time
(mm:ss)
Max
Time
(mm:ss)
1. 9067 Warner Avenue Fountain Valley 05:57 10:42 20:40 39:56 18:42 31:41
2. 3561 Hamner Avenue Norco 10:18 19:41 13:57 30:48 13:01 17:44
3. 13322 Limonite Avenue Eastvale 08:30 19:38 07:57 19:52 09:52 15:53
4. 877 East Hospitality Lane San Bernardino 05:54 19:04 07:33 18:11 09:02 16:10 Four-Site Average 07:40 17:16 12:32 27:12 12:39 20:22
Source: Compiled by LSA (2025).
As shown in Table B, the highest average customer service Ɵmes at any one survey site (Fountain Valley) are 20 minutes and 40 seconds on a weekday and 18 minutes and 42 seconds on a weekend. The maximum service Ɵmes were also recorded at Fountain Valley at 39 minutes and 56 seconds on a weekday and 31 minutes and 41 seconds on a weekend. According to the averages of the four survey sites (Fountain Valley, Norco, Eastvale, and San Bernardino), the project service Ɵmes could range from 7 minutes and 40 seconds to 12 minutes and 32 seconds during weekdays and up to 12 minutes and 39 seconds during weekends.
Based on the survey data, the average and maximum observed drive-through queues at the four Dutch Bros Coffee shops were as follows:
Fountain Valley (9067 Warner Avenue)
○ Average queues: 4 a.m. peak-hour and 16 p.m. peak-hour vehicles on a weekday, and 22 peak- hour vehicles on a weekend
○ Maximum queues: 8 a.m. peak-hour and 29 p.m. peak-hour vehicles on a weekday, and 32 peak- hour vehicles on a weekend
7 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx) Norco (3561 Hamner Avenue)
○ Average queues: 9 a.m. peak-hour vehicles and 10 p.m. peak-hour vehicles on a weekday, and 18 peak-hour vehicles on a weekend
○ Maximum queues: 16 a.m. peak-hour vehicles and 21 p.m. peak-hour vehicles on a weekday, and 27 peak-hour vehicles on a weekend
Eastvale (13322 Limonite Avenue)
○ Average queues: 7 a.m. peak-hour vehicles and 7 p.m. peak-hour vehicles on a weekday, and 11 peak-hour vehicles on a weekend
○ Maximum queues: 16 a.m. peak-hour vehicles and 13 p.m. peak-hour vehicles on a weekday, and 18 peak-hour vehicles on a weekend
San Bernardino (877 East Hospitality Lane)
○ Average queues: 4 a.m. peak-hour vehicles and 4 p.m. peak-hour vehicles on a weekday, and 7 peak-hour vehicles on a weekend
○ Maximum queues: 7 a.m. peak-hour vehicles and 9 p.m. peak-hour vehicles on a weekday, and 11 peak-hour vehicles on a weekend
4-Site Averages
○ Average queues: 6 a.m. peak-hour vehicles and 9 p.m. peak-hour vehicles on a weekday, and 15 peak-hour vehicles on a weekend
○ Maximum queues: 12 a.m. peak-hour vehicles and 18 p.m. peak-hour vehicles on a weekday, and 22 peak-hour vehicles on a weekend
Table C presents the average and maximum drive-through queues for the four Dutch Bros Coffee shops for the weekday a.m., weekday p.m., and Saturday peak hours.
Table C: Dutch Bros Drive-Through Queues
LocaƟon City
Weekday Saturday
AM Peak Hour PM Peak Hour Peak Hour
Avg
Queue
Max
Queue
Avg
Queue
Max
Queue
Avg
Queue
Max
Queue
1. 9067 Warner Avenue Fountain Valley 4 8 16 29 22 32
2. 3561 Hamner Avenue Norco 9 16 10 21 18 27
3. 13322 Limonite Avenue Eastvale 7 16 7 13 11 18
4. 877 East Hospitality Lane San Bernardino 4 7 4 9 7 11 4 Site Average 6 12 10 18 15 22
Source: Compiled by LSA (2025).
As shown in Table C, the highest maximum observed queues at any one survey site (Fountain Valley) were 29 weekday vehicles and 32 weekend vehicles. According to the averages of the four survey sites (Fountain Valley, Norco, Eastvale, and San Bernardino), the project queues ranged from 12 to 18 vehicles during the weekday peak hours and up to 22 vehicles during weekend peak hour.
8 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx) However, it is important to note the distances from each Dutch Bros Coffee shop to the next nearest locaƟon. The farther a Dutch Bros Coffee shop is to the next nearest locaƟon, the longer the maximum drive-through queue. Conversely, the closer a Dutch Bros Coffee shop is to another, the shorter the maximum drive-through queue.
The four survey sites are much farther away (more than 7 miles away) from other exisƟng Dutch Bros Coffee Shops. A new Dutch Bros Coffee shop (1606 East Plaza Boulevard) has been approved, is currently under construcƟon, and will be built and operaƟonal only 1.5 miles from the 1838 Sweetwater Road site.
As such, the queues at any one locaƟon (1606 East Plaza Boulevard and 1838 Sweetwater Road) would likely be diminished. Therefore, the drive-through queues are anƟcipated to fit within the proposed storage of 26 vehicles.
The proposed project incorporates a drive-through configuraƟon that could accommodate up to 26 vehicles at one Ɵme. This 26-vehicle storage capacity would be adequate for the proposed project based on queuing surveys from exisƟng locaƟons in Fountain Valley, Norco, Eastvale, and San Bernardino.
Based on the proposed site plan and drive-through configuraƟon, the proposed project queues are unlikely to extend onto the public streets (i.e., Sweetwater Road). As such, the proposed project drive- through lane and operaƟons are not anƟcipated to affect the ability of patrons and employees to access, circulate, and park within the project site and the adjacent properƟes.
Vehicle Miles Traveled Screening Analysis
On December 28, 2018, the California Office of AdministraƟve Law cleared the revised California Environmental Quality Act (CEQA) guidelines for use. Among the changes to the guidelines was removal of vehicle delay and LOS from consideraƟon under CEQA. With the adopted guidelines, transportaƟon impacts are to be evaluated based on a project’s effect on VMT.
The City uƟlizes the State of California Governor's Office of Planning and Research (OPR) Technical Advisory on EvaluaƟng TransportaƟon Impacts in CEQA and the ITE Guidelines for assessing potenƟal CEQA transportaƟon impacts due to VMT. Pursuant to the project screening criteria of the ITE Guidelines, local-serving retail uses and projects less than 50,000 sf are presumed to have a less than significant transportaƟon impact. As a 950 sf Dutch Bros Coffee shop, the proposed project is a local-serving retail use less than 50,000 sf. Therefore, based on the ITE Guidelines, the proposed project is screened out from a VMT analysis based on its size and type and is presumed to have a less than significant transportaƟon impact.
CONCLUSION
LSA calculated the trip generaƟon of the proposed project. The proposed project is anƟcipated to generate 2,168 gross weekday daily trips, including 138 trips (72 inbound and 66 outbound) in the a.m. peak hour and 130 trips (65 inbound and 65 outbound) in the p.m. peak hour. On weekends, the proposed project is anƟcipated to generate 1,836 gross daily trips, including 125 trips (63 inbound and 62 outbound) during the peak hour.
According to an HCM analysis of exisƟng and exisƟng plus project condiƟons, the signalized intersecƟon of Prospect Street-Sweetwater Crossing Driveway/Sweetwater Road and the unsignalized RIRO driveway on Sweetwater Road would operate at saƟsfactory LOS C or beƩer during both peak hours without and with the proposed project. The proposed project would not adversely affect access or operaƟons at the
9 9/10/25 (P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx) Sweetwater Crossing shopping center. As such, no intersecƟon or driveway improvements are required or recommended.
Dutch Bros Coffee would conƟnuously monitor traffic condiƟons, implement a detailed TMP (staffing and signage plans), and adjust the TMP as needed based on real-Ɵme condiƟons to ensure adequate and efficient access, one-way circulaƟon, and drive-through operaƟons.
LSA reviewed queuing surveys of the drive-through operaƟons of exisƟng Dutch Bros Coffee shops in California (Fountain Valley, Norco, Eastvale, and San Bernardino) that reflected average maximum queues of 18 vehicles on weekdays and up to 22 vehicles on weekends. AddiƟonally, a new Dutch Bros locaƟon at 1606 East Plaza Boulevard within NaƟonal City would be built and constructed 1.5 miles from the proposed project and would likely reduce queues at either locaƟon due to their proximity. The proposed drive-through configuraƟon for 26 vehicles is anƟcipated to provide adequate storage capacity for the project. As such, drive-through queues of the proposed project are not anƟcipated to extend onto the public streets (i.e., Sweetwater Road). Therefore, the proposed project is unlikely to cause any disrupƟon to the access or internal circulaƟon on and around the site.
As a local-serving retail use less than 50,000 sf, the proposed project is screened out from a VMT analysis and is presumed to have a less than significant CEQA transportaƟon impact.
If you have any quesƟons, please contact Dean Arizabal at (949) 553-0666.
AƩachments: A: Figure 1 – Regional and Project Loca Ɵon Figure 2 – Conceptual Site Plan
Figure 3 – Project Trip Distribu Ɵon and Assignment
Figure 4 – Exis Ɵng Peak-Hour Volumes
Figure 5 – Exis Ɵng Plus Project Peak-Hour Volumes
B: Counts Unlimited Count Data and Surveys
C: Project Trip Genera Ɵon
D: HCM Worksheets
E : D u t c h B r o s C o ffee TMP and Site Summary
T RAFFIC A NALYSIS
S EPTEMBER 2025
1838 S WEETWATER R OAD D UTCH B ROS C OFFEE S HOP P ROJECT
N ATIONAL C ITY , C ALIFORNIA
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx (09/10/25)
ATTACHMENT A
FIGURES
§¨¦
805
ÄÆ54
SWEETWATER ROAD
EUCLID AVENUE
N 2ND AVENUE
E 30TH STREET
PROSPECT STREET
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\gis\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\20252337- 1838 Sweetwater Rd Dutch Bros Coffee.aprx (5/14/2025) FIGURE 1
1838 Sweetwater Road Dutch Bros Coffee Shop
Regional and Project Location
LEGEND
Project Site
0 250 500
FEET
Project Location
S A N D I E G O
C O U N T Y
54 5
805
SOURCE: ESRI StreetMap 2021; Google Earth Imagery 2022
Project Vicinity
SOURCE: Dutch Bros Coffee, 2025
N
FEET
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\gis\g\Project-Site-Plan.ai (9/9/2025) 360 18
FIGURE 2
Conceptual Site Plan
1838 Sweetwater Road Dutch Bros Coffee Shop
C-11.04INV
C-11.07INV
C-11.03INV
PROP. DUTCH
BROS BUILDING
PRIVATE DRIVE
(N.A.P.)
EX. PARKING
LOT
(N.A.P.)
EX. PARKING
LOT(N.A.P.)
EX. PARKING
LOT(N.A.P.)
6.0'
11.0'APPROX. 26 CAR
STACKING
EX. ACCESSIBLE
PATH OF TRAVEL
EX. ACCESSIBLE
PATH OF TRAVEL
PROP. TRASH
ENCLOSURE
EX.
TRANSFORMER
EX. POWER
POLE
EX. TRASH
ENCLOSURE
PROP. MENU
BOARD
PROP. MENU
BOARD
PROP. MENU
BOARD
PROP. MENU
BOARD
DUTCH BROS
THANK YOU
SIGNAGE
DUTCH BROS
DIRECTIONAL
SIGNAGE
DUTCH BROS
DIRECTIONAL
SIGNAGE
ORDER AHEAD
ORDER AHEAD
9.7' 6.0' 12.0'
12.0'
2.5'
7.0' 8.0'
18.0'
9.0' 9.0'
9.0' 5.9'
12.0' 12.0' 11.0'
24.0'
8.1'
18.0' 6.0' 50.3' 13.8'
4.7'
2.5'
12.0'
12.0'2.5'
8.0'
2.5'
4.0'
18.0' 24.8' 0.8'
16.2' 5.3' 5.2' 12.0' 12.0'
2.5'
9.0'
5.0'
12.7'
23.8'
7.8'
2.5'
24.0'
8.7' 10.0'
22.7'
5.0'
X
X X
R=15'
R=20'
R=3'
R=5'
R=10'
R=2'
R=5'
R=15'
R=3'
R=3' R=3'
R=3'
R=25'
R=3'
R=5'
R=20'
R=
20'
6.0'
LEGEND:
PROPERTY LINE
EXISTING EASEMENT
PROPOSED CONCRETE
PROPOSED LANDSCAPE
CENTERLINE
DUTCH BROS
1838 SWEETWATER ROAD
NATIONAL CITY, CA 91950
SHEET
OF
PREPARED BY:
01 DATE:
SITE PLAN EXHIBIT (V1.0)
EX-01
01 09/09/2025
36 / 32
7 / 7
25 / 23
1 36 / 32
10 / 10
2 FIGURE 3
RIRO = Right In Right Out
XX% Project Trip Distribution
AM (PM) Peak Hour Project Trip Assignment
1838 Sweetwater Road Dutch Bros.
Project Trip Distribution and Assignment
23 / 23
RIRO Driveway/Sweetwater Road
10 / 10
Prospect Street/Sweetwater Road
4 / 3
30 / 29
3 / 3
55% 45%
45%
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\xls\z12_Asgn_Vol_Landscape - Full 7/24/2025 Page 578 of 908 65 / 62
795 / 759
135 / 217
12 / 24
471 / 991
46 / 64
1 992 / 1053
604 / 1253
4 / 8
2 FIGURE 4
XXXX / YYYY
AM / PM Peak Hour Trips RIRO = Right In Right Out 1838 Sweetwater Road Dutch Bros.
Existing Peak-Hour Volumes
29 / 163
Prospect Street/Sweetwater Road
21 / 15
4 / 18
57 / 107
25 / 74
4 / 18
39 / 95
RIRO Driveway/Sweetwater Road
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\xls\z12_Existing_Vol 7/24/2025 Page 579 of 908 65 / 62
795 / 759
171 / 249
12 / 24
478 / 998
71 / 87
1 1028 / 1085
614 / 1263
11 / 15
2 FIGURE 5
XXXX / YYYY
AM / PM Peak Hour Trips RIRO = Right In Right Out 1838 Sweetwater Road Dutch Bros.
Existing Plus Project Peak-Hour Volumes
62 / 118
RIRO Driveway/Sweetwater Road
39 / 173
Prospect Street/Sweetwater Road
21 / 15
8 / 21
57 / 107
55 / 103
7 / 21
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\xls\z12_Existing-Plus-Project-Vol 7/24/2025 Page 580 of 908
T RAFFIC A NALYSIS
S EPTEMBER 2025
1838 S WEETWATER R OAD D UTCH B ROS C OFFEE S HOP P ROJECT
N ATIONAL C ITY , C ALIFORNIA
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx (09/10/25)
ATTACHMENT B
COUNTS UNLIMITED COUNT DATA AND SURVEYS
Day: Tuesday City: FV, Norco, Eastvale, San Berdo
Date: 5/20/25 Address: 4 Sites
AM IN OUT IN OUT
0:00 0 0 0 19 21 40
0:15 0 0 02 6 23 49
0:30 0 0 02 1 19 39
0:45 0 00 2 3 19 81 41 169
1:00 0 0 01 9 21 40
1:15 0 0 01 8 21 39
1:30 0 0 02 1 19 40
1:45 0 00 1 9 23 83 41 160
2:00 0 0 0 16 20 36
2:15 0 0 0 16 17 33
2:30 0 0 0 22 20 42
2:45 0 00
15 16 72 31 141
3:00 0 0 0 18 18 36
3:15 0 0 0 19 19 37
3:30 0 0 0 20 18 38
3:45 0 00 19 19 74 38 149
4:00 0 0 0 17 19 36
4:15 1 0 1 15 16 31
4:30 2 0 2 16 16 32
4:45 1 00
1 4 1 7 14 65 31 130
5:00 5 3 8 15 17 32
5:15 4 4 8 13 19 32
5:30 5 5 10 13 14 28
5:45 5 51 7 1 03 5 1 8 13 63 31 122
6:00 9 5 13 12 13 24
6:15 6 8 14 14 18 32
6:30 9 6 15 17 13 30
6:45 10 82 6 1 85 9 1 2 14 58 26 112
7:00 12 13 24 12 14 25
7:15 14 11 25 10 13 23
7:30 12 12 24 9 10 19
7:45 14 10 45 24 97 10 11 48 21 88
8:00 17 17 34 14 12 26
8:15 15 15 30 12 11 23
8:30 19 18 37 11 15 27
8:45 21 16 66 38 138 10 10 48 20 95
9:00 18 20 38 14 13 27
9:15 25 18 43 10 10 19
9:30 16 20 36 11 10 21
9:45 20 21
79 41 158 12 14 46 25 92
10:00 20 17 37 11 12 23
10:15 24 21 45 9 10 19
10:30 24 22 46 8 8 16
10:45 21 20 79 41 168 5 11 40 15 73
11:00 22 23 45 1 4 4
11:15 21 21 42 0 1 1
11:30 22 24 47 0 1 2
11:45 20 22
90 42 175 0 16 1 7
TOTALS 402 833 681 1,336
SPLIT % 48.2% 38.4% 51.0% 61.6%
AM In Out Total In Out Total
Peak of Site 10:15 11:00 11:30 12:15 13:00 12:00
Peak of Site Volume 90 90 177 88 83 169
Peak Hour 8:00 8:00 8:00 16:00 16:30 16:00
Peak Hour Volume 72 66 138 65 65 130
AM Peak Hour 72 66 138 65 65 130
Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour
DAILY TOTALS
DAILY TOTALS IN OUT TOTAL
1,085 1,083 2,168
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
14:45
15:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
13:30
13:45
14:00
14:15
14:30
TOTAL PM TOTAL
12:00
PM Peak Hour
12:15
Dutch Bros Coffee Shop (4 Sites)
Weekday Average Daily Traffic Volumes
DAILY TOTALS IN OUT TOTAL
1,085 1,083 2,168
15:15
12:30
12:45
13:00
13:15
Day: Tuesday City: Fountain Valley
Date: 5/20/25 Address: 9067 Warner Avenue
AM IN OUT IN OUT
0:00 0 0 0 23 16 39
0:15 0 0 0 23 26 49
0:30 0 0 0 19 20 39
0:45 0 0 0 20 85 15 77 35 162
1:00 0 0 0 16 24 40
1:15 0 0 0 20 19 39
1:30 0 0 0 25 25 50
1:45 0 0 0 21 82 18 86 39 168
2:00 0 0 0 11 22 33
2:15 0 0 0 14 11 25
2:30 0 0 0 17 14 31
2:45 0 0 0 10 52 18 65 28 117
3:00 0 0 0 19 15 34
3:15 0 0 0 18 16 34
3:30 0 0 0 15 20 35
3:45 0 0 0 16 68 20 71 36 139
4:00 0 0 0 17 14 31
4:15 2 0 2 12 14 26
4:30 1 0 1 14 17 31
4:45 1 4 0 1 4 21 64 14 59 35 123
5:00 4 2 6 15 17 32
5:15 4 4 8 14 18 32
5:30 7 8 15 19 10 29
5:45 5 20 8 22 13 42 17 65 17 62 34 127
6:00 17 4 21 11 15 26
6:15 7 9 16 6 24 30
6:30 14 4 18 19 11 30
6:45 9 47 9 26 18 73 14 50 16 66 30 116
7:00 19 14 33 15 11 26
7:15 15 14 29 15 19 34
7:30 18 13 31 15 12 27
7:45 19 71 10 51 29 122 12 57 16 58 28 115
8:00 19 22 41 23 16 39
8:15 14 12 26 16 11 27
8:30 24 18 42 18 27 45
8:45 21 78 18 70 39 148 16 73 13 67 29 140
9:00 22 20 42 21 21 42
9:15 19 18 37 14 11 25
9:30 13 23 36 12 14 26
9:45 25 79 20 81 45 160 17 64 20 66 37 130
10:00 26 19 45 20 20 40
10:15 23 21 44 17 24 41
10:30 23 30 53 14 17 31
10:45 18 90 21 91 39 181 2 53 19 80 21 133
11:00 26 28 54 0 6 6
11:15 28 31 59 0 1 1
11:30 28 24 52 0 1 1
11:45 19 101 26 109 45 210 0 0 8 0 8
TOTALS 490 450 940 713 765 1,478
SPLIT % 52.1% 47.9% 38.9% 48.2% 51.8% 61.1%
AM In Out Total In Out Total
Peak of Site 11:00 10:30 11:00 12:00 13:00 13:00
Peak of Site Volume 101 110 210 85 86 168
Peak Hour 8:00 8:00 8:00 16:45 16:30 16:30
Peak Hour Volume 78 70 148 69 66 130
DAILY TOTALS
13:30
13:45
16:15
16:30
14:00
14:15
14:30
14:45
15:00
17:00
17:15
IN
1,203
OUT
1,215
DAILY TOTALS IN
1,203
Dutch Bros Coffee Shop (Fountain Valley)
13:15
12:00
12:15
OUT
PM
1,215
12:30
12:45
13:00
Weekday Average Daily Traffic Volumes
21:30
21:45
22:00
TOTAL
2,418
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
17:30
TOTAL
23:45
TOTALS
20:30
22:15
22:30
22:45
23:00
23:15
19:15
17:45
15:15
15:30
15:45
16:00
TOTAL
2,418
DAILY TOTALS
21:00
21:15
23:30
Peak Hour
Peak Hour Volume
SPLIT %
TOTAL
Peak of Site
Peak of Site Volume
20:45
16:45
PM
Day: Tuesday City: Norco
Date: 5/20/25 Address: 3561 Hamner Avenue
AM IN OUT IN OUT
0:00 0 0 0 24 30 54
0:15 0 0 0 30 34 64
0:30 0 0 0 27 25 52
0:45 0 0 0 27 108 27 116 54 224
1:00 0 0 0 31 23 54
1:15 0 0 0 20 29 49
1:30 0 0 0 26 24 50
1:45 0 0 0 21 98 31 107 52 205
2:00 0 0 0 21 17 38
2:15 0 0 0 19 26 45
2:30 0 0 0 25 22 47
2:45 0 0 0 24 89 16 81 40 170
3:00 0 0 0 22 19 41
3:15 0 0 0 22 21 43
3:30 0 0 0 22 17 39
3:45 0 0 0 22 88 20 77 42 165
4:00 0 0 0 22 26 48
4:15 0 0 0 21 25 46
4:30 1 0 1 23 17 40
4:45 2 3 0 2 3 22 88 12 80 34 168
5:00 13 7 20 15 24 39
5:15 5 7 12 12 19 31
5:30 5 6 11 19 22 41
5:45 5 28 5 25 10 53 26 72 17 82 43 154
6:00 6 5 11 16 8 24
6:15 11 11 22 22 23 45
6:30 9 11 20 18 18 36
6:45 14 40 9 36 23 76 17 73 16 65 33 138
7:00 14 18 32 13 24 37
7:15 20 12 32 11 14 25
7:30 16 20 36 7 17 24
7:45 19 69 14 64 33 133 13 44 10 65 23 109
8:00 20 23 43 13 17 30
8:15 26 24 50 13 12 25
8:30 15 29 44 12 16 28
8:45 29 90 20 96 49 186 14 52 13 58 27 110
9:00 23 21 44 13 15 28
9:15 32 25 57 10 15 25
9:30 21 23 44 16 16 32
9:45 15 91 21 90 36 181 11 50 15 61 26 111
10:00 22 19 41 10 9 19
10:15 29 19 48 6 8 14
10:30 26 24 50 7 7 14
10:45 33 110 23 85 56 195 7 30 9 33 16 63
11:00 26 23 49 0 3 3
11:15 24 21 45 0 0 0
11:30 19 30 49 0 0 0
11:45 26 95 23 97 49 192 0 3 6 3 6
TOTALS 526 493 1,019 792 831 1,623
SPLIT % 51.6% 48.4% 38.6% 48.8% 51.2% 61.4%
AM In Out Total In Out Total
Peak of Site 10:15 11:30 11:45 12:15 12:00 12:00
Peak of Site Volume 114 117 219 115 116 224
Peak Hour 8:00 8:00 8:00 16:00 17:00 16:00
Peak Hour Volume 90 96 186 88 82 168
PM
Peak of Site
Peak of Site Volume
Peak Hour
Peak Hour Volume
DAILY TOTALS
DAILY TOTALS IN OUT TOTAL
1,318 1,324 2,642
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (Norco)
Weekday Average Daily Traffic Volumes
DAILY TOTALS IN OUT TOTAL
1,318 1,324 2,642
Day: Tuesday City: Eastvale
Date: 5/20/25 Address: 13322 Limonite Avenue
AM IN OUT IN OUT
0:00 0 0 0 17 27 44
0:15 0 0 0 31 17 48
0:30 0 0 0 25 19 44
0:45 0 0 0 29 102 18 81 47 183
1:00 0 0 0 15 23 38
1:15 0 0 0 19 25 44
1:30 0 0 0 22 13 35
1:45 0 0 0 19 75 26 87 45 162
2:00 0 0 0 22 24 46
2:15 0 0 0 16 22 38
2:30 0 0 0 34 26 60
2:45 0 0 0 18 90 19 91 37 181
3:00 0 0 0 17 18 35
3:15 0 0 0 25 25 50
3:30 0 0 0 29 22 51
3:45 0 0 0 18 89 23 88 41 177
4:00 0 0 0 17 26 43
4:15 0 0 0 15 12 27
4:30 1 1 2 18 22 40
4:45 2 3 0 1 2 4 16 66 16 76 32 142
5:00 2 2 4 19 15 34
5:15 4 3 7 18 21 39
5:30 4 3 7 8 16 24
5:45 7 17 5 13 12 30 19 64 10 62 29 126
6:00 10 7 17 12 21 33
6:15 4 8 12 19 13 32
6:30 7 7 14 14 13 27
6:45 14 35 10 32 24 67 13 58 19 66 32 124
7:00 6 13 19 8 11 19
7:15 15 11 26 13 11 24
7:30 11 13 24 10 10 20
7:45 12 44 12 49 24 93 12 43 12 44 24 87
8:00 18 14 32 12 12 24
8:15 12 17 29 13 16 29
8:30 29 20 49 13 12 25
8:45 19 78 13 64 32 142 7 45 8 48 15 93
9:00 15 25 40 17 11 28
9:15 34 18 52 11 9 20
9:30 12 19 31 14 8 22
9:45 21 82 26 88 47 170 12 54 12 40 24 94
10:00 26 21 47 10 12 22
10:15 24 27 51 8 8 16
10:30 30 20 50 8 5 13
10:45 19 99 24 92 43 191 6 32 9 34 15 66
11:00 22 22 44 2 5 7
11:15 19 17 36 0 0 0
11:30 24 25 49 0 3 3
11:45 22 87 22 86 44 173 0 2 0 8 0 10
TOTALS 445 425 870 720 725 1,445
SPLIT % 51.1% 48.9% 37.6% 49.8% 50.2% 62.4%
AM In Out Total In Out Total
Peak of Site 9:45 9:45 9:45 12:00 13:45 13:45
Peak of Site Volume 101 94 195 102 98 189
Peak Hour 8:00 8:00 8:00 16:30 16:00 16:30
Peak Hour Volume 78 64 142 71 76 145Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour
DAILY TOTALS
DAILY TOTALS IN OUT TOTAL
1,165 1,150 2,315
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (Eastvale)
Weekday Average Daily Traffic Volumes
DAILY TOTALS IN OUT TOTAL
1,165 1,150 2,315
Day: Tuesday City: San Bernardino
Date: 5/20/25 Address: 877 E Hospitality Lane
AM IN OUT IN OUT
0:00 0 0 0 11 11 22
0:15 0 0 0 19 15 34
0:30 0 0 0 11 10 21
0:45 0 0 0 14 55 14 50 28 105
1:00 0 0 0 15 12 27
1:15 0 0 0 14 10 24
1:30 0 0 0 12 13 25
1:45 0 0 0 14 55 15 50 29 105
2:00 0 0 0 11 15 26
2:15 0 0 0 15 10 25
2:30 0 0 0 12 16 28
2:45 0 0 0 6 44 11 52 17 96
3:00 0 0 0 15 20 35
3:15 0 0 0 9 13 22
3:30 0 0 0 13 12 25
3:45 0 0 0 18 55 14 59 32 114
4:00 0 0 0 11 10 21
4:15 0 0 0 12 13 25
4:30 3 0 3 8 8 16
4:45 0 3 0 0 3 10 41 12 43 22 84
5:00 0 1 1 10 11 21
5:15 3 2 5 9 17 26
5:30 2 3 5 7 9 16
5:45 4 9 1 7 5 16 9 35 8 45 17 80
6:00 1 2 3 7 6 13
6:15 2 2 4 8 11 19
6:30 5 3 8 16 10 26
6:45 3 11 3 10 6 21 4 35 6 33 10 68
7:00 7 6 13 10 8 18
7:15 5 6 11 1 9 10
7:30 4 2 6 3 1 4
7:45 6 22 3 17 9 39 4 18 6 24 10 42
8:00 11 8 19 7 3 10
8:15 7 6 13 4 5 9
8:30 7 4 11 2 6 8
8:45 16 41 14 32 30 73 4 17 4 18 8 35
9:00 12 13 25 6 3 9
9:15 16 11 27 3 4 7
9:30 18 15 33 3 1 4
9:45 18 64 17 56 35 120 6 18 7 15 13 33
10:00 6 8 14 4 5 9
10:15 19 16 35 5 1 6
10:30 17 12 29 4 2 6
10:45 13 55 12 48 25 103 3 16 5 13 8 29
11:00 12 19 31 0 0 0
11:15 14 15 29 0 1 1
11:30 18 18 36 1 1 2
11:45 13 57 16 68 29 125 0 1 0 2 0 3
TOTALS 262 238 500 390 404 794
SPLIT % 52.4% 47.6% 38.6% 49.1% 50.9% 61.4%
AM In Out Total In Out Total
Peak of Site 9:00 11:00 11:00 12:15 14:30 15:00
Peak of Site Volume 64 68 125 59 60 114
Peak Hour 8:00 8:00 8:00 16:00 16:45 16:30
Peak Hour Volume 41 32 73 41 49 85Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour
DAILY TOTALS
DAILY TOTALS IN OUT TOTAL
652 642 1,294
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (San Bernardino)
Weekday Average Daily Traffic Volumes
DAILY TOTALS IN OUT TOTAL
652 642 1,294
Day: Saturday City: FV, Norco, Eastvale, San Berdo
Date: 5/17/25 Address: 4 Sites
AM IN OUT IN OUT
0:00 0 0 0 17 14 31
0:15 0 0 0 16 17 33
0:30 0 0 0 19 16 35
0:45 0 0 0 19 19 65 38 136
1:00 0 0 0 17 15 32
1:15 0 0 0 15 13 28
1:30 0 0 0 15 17 33
1:45 0 0 0 15 17 62 32 124
2:00 0 0 0 14 14 29
2:15 0 0 0 13 14 27
2:30 0 0 0 14 14 28
2:45 0 0 0 13 15 57 28 111
3:00 0 0 0 14 12 26
3:15 0 0 0 12 16 28
3:30 0 0 0 12 12 24
3:45 0 0 0 17 14 53 31 108
4:00 0 0 0 13 12 25
4:15 0 0 0 15 15 30
4:30 3 0 3 13 13 26
4:45 1 0 1 4 12 12 52 24 104
5:00 5 5 10 14 14 29
5:15 4 3 7 10 13 23
5:30 6 6 12 11 10 21
5:45 8 7 21 15 43 16 13 50 30 101
6:00 11 8 19 11 14 25
6:15 13 13 26 11 10 21
6:30 13 12 25 11 12 23
6:45 11 10 43 22 91 10 13 48 22 91
7:00 16 14 30 13 12 24
7:15 15 15 30 11 13 23
7:30 13 13 26 8 9 17
7:45 16 15 57 30 116 10 12 45 22 86
8:00 15 17 32 15 12 26
8:15 17 13 30 14 12 26
8:30 15 16 31 12 12 24
8:45 17 16 62 32 125 13 16 52 29 105
9:00 18 15 33 13 12 24
9:15 20 15 35 12 11 23
9:30 19 20 39 9 13 22
9:45 14 15 65 29 136 6 8 43 13 82
10:00 15 14 29 1 7 8
10:15 15 15 30 0 1 1
10:30 18 15 32 0 1 1
10:45 15 17 60 32 123 0 2 10 2 12
11:00 22 17 38 0 1 1
11:15 16 15 30 0 1 1
11:30 18 20 38 0 0 0
11:45 14 19 69 33 138 0 0 2 0 2
TOTALS 377 775 540 1,061
SPLIT % 48.6% 42.2% 50.9% 57.8%
AM In Out Total In Out Total
Peak of Site 8:45 11:00 8:45 12:00 12:15 12:15
Peak of Site Volume 73 69 139 71 66 137
Peak Hour 8:00 8:00 8:00 16:15 16:15 16:15
Peak Hour Volume 63 62 125 54 54 108
AM Peak Hour 63 62 125 54 54 108
Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour
DAILY TOTALS
DAILY TOTALS IN OUT TOTAL
920 916 1,836
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
14:45
15:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
13:30
13:45
14:00
14:15
14:30
TOTAL PM TOTAL
12:00
PM Peak Hour
12:15
Dutch Bros Coffee Shop (4 Sites)
Saturday Average Daily Traffic Volumes
DAILY TOTALS IN OUT TOTAL
920 916 1,836
15:15
12:30
12:45
13:00
13:15
Day: Saturday City: Fountain Valley
Date: 5/17/25 Address: 9067 Warner Avenue
AM IN OUT IN OUT
0:00 0 0 0 22 14 36
0:15 0 0 0 17 14 31
0:30 0 0 0 15 18 33
0:45 0 0 0 25 79 21 67 46 146
1:00 0 0 0 15 20 35
1:15 0 0 0 19 12 31
1:30 0 0 0 11 21 32
1:45 0 0 0 14 59 18 71 32 130
2:00 0 0 0 17 10 27
2:15 0 0 0 15 11 26
2:30 0 0 0 16 19 35
2:45 0 0 0 10 58 10 50 20 108
3:00 0 0 0 9 9 18
3:15 0 0 0 10 15 25
3:30 0 0 0 9 9 18
3:45 0 0 0 23 51 14 47 37 98
4:00 0 0 0 12 7 19
4:15 0 0 0 16 14 30
4:30 7 0 7 14 11 25
4:45 0 7 0 0 7 12 54 17 49 29 103
5:00 3 8 11 11 15 26
5:15 3 2 5 8 15 23
5:30 5 4 9 13 15 28
5:45 4 15 3 17 7 32 14 46 13 58 27 104
6:00 9 6 15 12 15 27
6:15 16 11 27 7 14 21
6:30 13 14 27 9 12 21
6:45 16 54 12 43 28 97 6 34 12 53 18 87
7:00 13 13 26 13 10 23
7:15 8 10 18 19 15 34
7:30 10 11 21 4 7 11
7:45 11 42 8 42 19 84 7 43 10 42 17 85
8:00 10 16 26 20 10 30
8:15 15 9 24 19 18 37
8:30 13 10 23 21 19 40
8:45 24 62 16 51 40 113 14 74 22 69 36 143
9:00 21 17 38 16 13 29
9:15 21 12 33 19 14 33
9:30 25 21 46 8 20 28
9:45 23 90 18 68 41 158 9 52 9 56 18 108
10:00 15 16 31 2 10 12
10:15 18 14 32 0 0 0
10:30 19 14 33 0 1 1
10:45 14 66 25 69 39 135 0 2 1 12 1 14
11:00 18 20 38 0 2 2
11:15 19 13 32 0 3 3
11:30 24 24 48 0 0 0
11:45 12 73 26 83 38 156 0 0 5 0 5
TOTALS 409 373 782 552 579 1,131
SPLIT % 52.3% 47.7% 40.9% 48.8% 51.2% 59.1%
AM In Out Total In Out Total
Peak of Site 8:45 11:00 9:00 12:00 12:45 12:00
Peak of Site Volume 91 83 158 79 74 146
Peak Hour 8:00 8:00 8:00 16:00 16:45 16:15
Peak Hour Volume 62 51 113 54 62 110
DAILY TOTALS
13:30
13:45
16:15
16:30
14:00
14:15
14:30
14:45
15:00
17:00
17:15
IN
961
OUT
952
DAILY TOTALS IN
961
Dutch Bros Coffee Shop (Fountain Valley)
13:15
12:00
12:15
OUT
PM
952
12:30
12:45
13:00
Saturday Average Daily Traffic Volumes
TOTAL
1,913
19:30
19:45
20:00
18:00
18:15
18:30
18:45
19:00
17:30
TOTAL
23:45
TOTALS
20:30
22:15
22:30
22:45
23:00
23:15
19:15
17:45
15:15
15:30
15:45
16:00
TOTAL
1,913
DAILY TOTALS
21:00
21:15
23:30
21:30
21:45
22:00
Peak Hour
Peak Hour Volume
SPLIT %
TOTAL
Peak of Site
Peak of Site Volume
20:45
16:45
PM
20:15
Day: Saturday City: Norco
Date: 5/17/25 Address: 3561 Hamner Avenue
AM IN OUT IN OUT
0:00 0 0 0 13 20 33
0:15 0 0 0 20 21 41
0:30 0 0 0 29 17 46
0:45 0 0 0 19 81 23 81 42 162
1:00 0 0 0 23 15 38
1:15 0 0 0 18 18 36
1:30 0 0 0 12 15 27
1:45 0 0 0 17 70 17 65 34 135
2:00 0 0 0 13 15 28
2:15 0 0 0 17 19 36
2:30 0 0 0 25 20 45
2:45 0 0 0 13 68 17 71 30 139
3:00 0 0 0 20 17 37
3:15 0 0 0 11 18 29
3:30 0 0 0 14 13 27
3:45 0 0 0 19 64 17 65 36 129
4:00 0 0 0 19 18 37
4:15 0 0 0 19 16 35
4:30 1 0 1 15 17 32
4:45 1 2 0 1 2 7 60 8 59 15 119
5:00 7 6 13 15 14 29
5:15 6 3 9 10 9 19
5:30 6 9 15 12 9 21
5:45 14 33 14 32 28 65 16 53 17 49 33 102
6:00 15 7 22 10 19 29
6:15 9 20 29 14 10 24
6:30 20 16 36 18 12 30
6:45 11 55 12 55 23 110 17 59 15 56 32 115
7:00 18 13 31 18 18 36
7:15 22 20 42 9 16 25
7:30 15 17 32 9 11 20
7:45 19 74 21 71 40 145 12 48 12 57 24 105
8:00 27 21 48 14 12 26
8:15 18 15 33 24 11 35
8:30 20 23 43 12 15 27
8:45 13 78 17 76 30 154 21 71 27 65 48 136
9:00 23 17 40 15 16 31
9:15 22 19 41 11 9 20
9:30 17 20 37 10 18 28
9:45 11 73 21 77 32 150 6 42 9 52 15 94
10:00 17 11 28 2 3 5
10:15 9 12 21 0 1 1
10:30 18 16 34 0 4 4
10:45 18 62 19 58 37 120 1 3 1 9 2 12
11:00 29 17 46 0 0 0
11:15 17 18 35 0 0 0
11:30 24 28 52 0 0 0
11:45 16 86 19 82 35 168 0 0 0
TOTALS 463 451 914 619 629 1,248
SPLIT % 50.7% 49.3% 42.3% 49.6% 50.4% 57.7%
AM In Out Total In Out Total
Peak of Site 10:45 11:30 10:45 12:15 12:00 12:15
Peak of Site Volume 88 88 170 91 81 167
Peak Hour 7:45 7:45 7:45 16:00 16:00 16:00
Peak Hour Volume 84 80 164 60 59 119
PM
Peak of Site
Peak of Site Volume
Peak Hour
Peak Hour Volume
DAILY TOTALS
DAILY TOTALS IN OUT TOTAL
1,082 1,080 2,162
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (Norco)
Saturday Average Daily Traffic Volumes
DAILY TOTALS IN OUT TOTAL
1,082 1,080 2,162
Day: Saturday City: Eastvale
Date: 5/17/25 Address: 13322 Limonite Avenue
AM IN OUT IN OUT
0:00 0 0 0 17 16 33
0:15 0 0 0 11 14 25
0:30 0 0 0 20 13 33
0:45 0 0 0 17 65 21 64 38 129
1:00 0 0 0 15 16 31
1:15 0 0 0 15 12 27
1:30 0 0 0 20 18 38
1:45 0 0 0 21 71 18 64 39 135
2:00 0 0 0 9 14 23
2:15 0 0 0 8 13 21
2:30 0 0 0 11 11 22
2:45 0 0 0 17 45 16 54 33 99
3:00 0 0 0 14 14 28
3:15 0 0 0 12 16 28
3:30 0 0 0 18 16 34
3:45 0 0 0 18 62 17 63 35 125
4:00 0 0 0 17 14 31
4:15 0 0 0 17 19 36
4:30 0 0 0 12 16 28
4:45 1 1 0 1 1 16 62 15 64 31 126
5:00 6 3 9 14 16 30
5:15 4 5 9 13 19 32
5:30 8 7 15 13 9 22
5:45 6 24 6 21 12 45 16 56 15 59 31 115
6:00 12 10 22 12 12 24
6:15 13 11 24 14 14 28
6:30 6 9 15 10 13 23
6:45 9 40 9 39 18 79 10 46 15 54 25 100
7:00 16 19 35 12 10 22
7:15 13 9 22 10 8 18
7:30 13 12 25 10 11 21
7:45 21 63 17 57 38 120 13 45 14 43 27 88
8:00 12 16 28 19 19 38
8:15 27 20 47 9 10 19
8:30 11 19 30 11 9 20
8:45 17 67 14 69 31 136 11 50 12 50 23 100
9:00 15 16 31 12 10 22
9:15 20 16 36 13 12 25
9:30 20 25 45 11 9 20
9:45 13 68 9 66 22 134 6 42 8 39 14 81
10:00 18 17 35 1 12 13
10:15 19 19 38 0 2 2
10:30 17 15 32 0 0 0
10:45 19 73 13 64 32 137 0 1 4 18 4 19
11:00 24 18 42 0 0 0
11:15 15 17 32 0 0 0
11:30 10 14 24 0 0 0
11:45 15 64 15 64 30 128 0 0 0
TOTALS 400 380 780 545 572 1,117
SPLIT % 51.3% 48.7% 41.1% 48.8% 51.2% 58.9%
AM In Out Total In Out Total
Peak of Site 10:15 7:45 10:15 13:00 12:45 15:30
Peak of Site Volume 79 72 144 71 67 136
Peak Hour 7:30 7:45 7:45 16:00 16:15 16:00
Peak Hour Volume 73 72 143 62 66 126Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour
DAILY TOTALS
DAILY TOTALS IN OUT TOTAL
945 952 1,897
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (Eastvale)
Saturday Average Daily Traffic Volumes
DAILY TOTALS IN OUT TOTAL
945 952 1,897
Day: Saturday City: San Bernardino
Date: 5/17/25 Address: 877 E Hospitality Lane
AM IN OUT IN OUT
0:00 0 0 0 15 6 21
0:15 0 0 0 15 18 33
0:30 0 0 0 13 14 27
0:45 0 0 0 16 59 9 47 25 106
1:00 0 0 0 13 9 22
1:15 0 0 0 8 10 18
1:30 0 0 0 18 15 33
1:45 0 0 0 9 48 15 49 24 97
2:00 0 0 0 18 18 36
2:15 0 0 0 10 13 23
2:30 0 0 0 3 7 10
2:45 0 0 0 11 42 16 54 27 96
3:00 0 0 0 13 8 21
3:15 0 0 0 16 13 29
3:30 0 0 0 6 9 15
3:45 0 0 0 8 43 8 38 16 81
4:00 1 0 1 3 9 12
4:15 0 0 0 9 9 18
4:30 2 0 2 9 8 17
4:45 1 4 0 1 4 11 32 9 35 20 67
5:00 2 3 5 17 12 29
5:15 3 2 5 7 9 16
5:30 5 4 9 6 6 12
5:45 6 16 5 14 11 30 19 49 8 35 27 84
6:00 9 7 16 11 9 20
6:15 12 11 23 9 2 11
6:30 14 9 23 7 9 16
6:45 9 44 8 35 17 79 6 33 8 28 14 61
7:00 15 11 26 8 8 16
7:15 18 21 39 4 11 15
7:30 14 12 26 8 7 15
7:45 12 59 12 56 24 115 7 27 13 39 20 66
8:00 12 14 26 6 5 11
8:15 7 7 14 3 9 12
8:30 14 13 27 3 5 8
8:45 12 45 16 50 28 95 6 18 4 23 10 41
9:00 13 10 23 7 7 14
9:15 15 14 29 4 10 14
9:30 14 14 28 5 5 10
9:45 9 51 12 50 21 101 2 18 4 26 6 44
10:00 10 10 20 0 1 1
10:15 15 14 29 0 0 0
10:30 17 13 30 0 0 0
10:45 9 51 12 49 21 100 0 0 1 0 1
11:00 16 11 27 0 3 3
11:15 11 10 21 0 0 0
11:30 14 12 26 0 0 0
11:45 12 53 15 48 27 101 0 0 3 0 3
TOTALS 323 302 625 369 378 747
SPLIT % 51.7% 48.3% 45.6% 49.4% 50.6% 54.4%
AM In Out Total In Out Total
Peak of Site 7:00 7:15 7:00 12:00 13:30 13:30
Peak of Site Volume 59 59 115 59 61 116
Peak Hour 7:00 7:15 7:00 17:00 16:15 16:15
Peak Hour Volume 59 59 115 49 38 84Peak Hour Volume
PM
Peak of Site
Peak of Site Volume
Peak Hour
DAILY TOTALS
DAILY TOTALS IN OUT TOTAL
692 680 1,372
SPLIT %
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
21:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
18:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
15:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
TOTAL PM TOTAL
12:00
12:15
Dutch Bros Coffee Shop (San Bernardino)
Saturday Average Daily Traffic Volumes
DAILY TOTALS IN OUT TOTAL
692 680 1,372
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
6:00 0 0 0 0 3:21
6:05 1 0 0 1 4:40
6:10 3 0 0 3 4:46
6:15 1 0 0 1 8:50
6:20 1 3 0 4 4:14
6:25 2 4 0 6 4:05
6:30 4 2 0 6 9:12
6:35 4 1 0 5 10:27
6:40 1 0 0 1 3:28
6:45 3 0 0 3 2:24
6:50 1 3 0 4 3:22
6:55 1 2 0 3 6:09
7:00 2 2 0 4 5:49
7:05 3 1 0 4 8:36
7:10 4 3 0 7 10:23
7:15 2 4 0 6 6:34
7:20 3 2 0 5 7:20
7:25 7 1 0 8 10:42
7:30 2 0 0 2 6:24
7:35 0 1 0 1 4:31
7:40 1 2 0 3 3:17
7:45 1 1 0 2 6:23
7:50 1 2 0 3 3:15
7:55 1 0 0 1 6:16
8:00 4 2 0 6 7:05
8:05 3 3 0 6 5:17
8:10 1 0 0 1 3:47
8:15 0 0 0 0 2:48
8:20 1 0 0 1 4:59
8:25 1 2 0 3 4:07
8:30 1 3 0 4 6:41
8:35 1 4 0 5 8:25
8:40 2 6 0 8 6:16
8:45 2 3 0 5 6:15
8:50 4 3 0 7 4:57
8:55 4 1 0 5 7:09
9:00 3 2 0 5 8:12
MAX QUEUE: 8 AVERAGE: 5:57
AVERAGE QUEUE: 3.8
DRIVE THRU SURVEY
Dutch Bros, 9067 Warner Ave
Fountain Valley
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 592 of 908
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
15:00 7 3 0 10 14:39
15:05 9 1 0 10 15:03
15:10 7 5 0 12 15:56
15:15 11 1 0 12 16:15
15:20 11 0 0 11 18:36
15:25 10 5 0 15 16:31
15:30 12 2 0 14 17:35
15:35 12 0 0 12 15:37
15:40 8 3 0 11 18:43
15:45 8 4 0 12 21:00
15:50 9 4 0 13 11:51
15:55 8 3 0 11 12:16
16:00 9 5 0 14 10:04
16:05 11 4 0 15 16:42
16:10 10 5 0 15 16:01
16:15 14 4 0 18 17:31
16:20 13 3 0 16 19:49
16:25 9 3 0 12 15:26
16:30 9 5 0 14 16:59
16:35 15 2 0 17 21:34
16:40 16 3 0 19 24:30
16:45 14 2 0 16 19:49
16:50 16 3 0 19 22:50
16:55 14 7 0 21 30:15
17:00 21 2 0 23 28:36
17:05 21 3 0 24 30:41
17:10 24 4 0 28 32:32
17:15 22 3 0 25 32:29
17:20 26 2 0 28 37:33
17:25 25 4 0 29 39:56
17:30 20 2 0 22 37:02
17:35 12 0 0 12 29:15
17:40 10 1 0 11 22:41
17:45 8 3 0 11 24:11
17:50 5 1 0 6 8:59
17:55 4 2 0 6 8:08
18:00 3 4 0 7 7:13
MAX QUEUE: 29 AVERAGE: 16:51
AVERAGE QUEUE: 15.4
DRIVE THRU SURVEY
Dutch Bros, 9067 Warner Ave
Fountain Valley
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 593 of 908
LOCATION: DATE: 5/17/2025
CITY: DAY: Saturday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
10:00 16 4 0 20 15:35
10:05 14 4 0 18 13:34
10:10 16 2 0 18 14:04
10:15 17 2 0 19 17:56
10:20 17 9 0 26 28:24
10:25 15 9 0 24 20:33
10:30 17 11 0 28 21:23
10:35 18 13 0 31 18:48
10:40 17 12 0 29 21:43
10:45 16 12 0 28 23:06
10:50 17 10 0 27 26:02
10:55 18 9 0 27 28:55
11:00 15 8 0 23 27:16
11:05 16 7 0 23 28:15
11:10 18 5 0 23 30:49
11:15 18 14 0 32 30:03
11:20 16 13 0 29 27:31
11:25 18 12 0 30 31:41
11:30 18 10 0 28 20:41
11:35 18 11 0 29 24:20
11:40 17 8 0 25 21:02
11:45 16 12 0 28 21:21
11:50 17 10 0 27 18:37
11:55 17 11 0 28 20:00
12:00 18 13 0 31 21:33
12:05 17 14 0 31 21:19
12:10 17 12 0 29 24:01
12:15 16 12 0 28 26:52
12:20 16 9 0 25 23:13
12:25 15 6 0 21 21:49
12:30 16 3 0 19 19:54
12:35 16 4 0 20 14:52
12:40 16 7 0 23 16:04
12:45 15 4 0 19 14:19
12:50 16 2 0 18 16:05
12:55 15 3 0 18 16:10
13:00 15 3 0 18 13:04
13:05 15 3 0 18 15:35
13:10 12 2 0 14 13:33
13:15 12 0 0 12 12:10
13:20 8 0 0 8 12:06
13:25 8 0 0 8 08:26
13:30 8 0 0 8 10:05
13:35 8 0 0 8 2:40
13:40 9 0 0 9 6:41
13:45 11 0 0 11 8:52
13:50 10 0 0 10 8:19
13:55 9 0 0 9 9:25
14:00 13 0 0 13 7:29
MAX QUEUE: 32 AVERAGE: 18:31
AVERAGE QUEUE: 21.4
DRIVE THRU SURVEY
Dutch Bros, 9067 Warner Ave
Fountain Valley
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 594 of 908
LOCATION: DATE: Multiple
CITY: DAY: Multiple
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 8 3.8 5:57
Weekday PM 29 15.4 16:51
Saturday Midday 32 21.4 18:31
SITE AVERAGES 23 13.5 13:46
Dutch Bros, 9067 Warner Ave
Fountain Valley
DRIVE THRU SURVEY
Site Averages
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 595 of 908
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
6:00 4 0 0 4 12:15
6:05 5 2 0 7 14:25
6:10 5 3 0 8 10:28
6:15 9 0 0 9 10:59
6:20 3 2 0 5 9:42
6:25 2 2 0 4 5:23
6:30 2 2 0 4 7:51
6:35 3 8 0 11 4:26
6:40 3 5 0 8 8:09
6:45 4 1 0 5 10:48
6:50 3 3 0 6 16:17
6:55 4 3 0 7 7:50
7:00 4 1 0 5 7:59
7:05 3 2 0 5 6:07
7:10 4 1 0 5 6:24
7:15 3 10 0 13 8:15
7:20 3 7 0 10 9:52
7:25 8 3 0 11 10:13
7:30 7 5 0 12 17:34
7:35 12 1 0 13 16:45
7:40 12 0 0 12 18:14
7:45 9 0 0 9 14:16
7:50 7 0 0 7 19:41
7:55 6 2 0 8 7:50
8:00 7 1 0 8 9:53
8:05 9 0 0 9 9:33
8:10 4 1 0 5 6:51
8:15 3 2 0 5 7:46
8:20 4 1 0 5 8:58
8:25 2 0 0 2 7:11
8:30 3 2 0 5 4:30
8:35 3 8 0 11 6:52
8:40 9 7 0 16 10:04
8:45 8 5 0 13 10:14
8:50 8 2 0 10 12:36
8:55 10 1 0 11 17:30
9:00 9 2 0 11 7:31
MAX QUEUE: 16 AVERAGE: 10:18
AVERAGE QUEUE: 8.1
DRIVE THRU SURVEY
Dutch Bros, 3561 Hamner Ave
Norco, CA
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 596 of 908
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
15:00 17 1 0 18 20:19
15:05 14 3 0 17 22:15
15:10 16 5 0 21 27:05
15:15 13 6 0 19 21:54
15:20 14 1 0 15 30:48
15:25 11 2 0 13 21:00
15:30 12 1 0 13 24:51
15:35 12 2 0 14 25:05
15:40 11 0 0 11 21:18
15:45 10 0 0 10 22:00
15:50 8 5 0 13 22:06
15:55 13 6 0 19 22:03
16:00 14 2 0 16 14:11
16:05 14 0 0 14 14:59
16:10 8 2 0 10 15:57
16:15 12 2 0 14 15:12
16:20 12 1 0 13 16:12
16:25 13 4 0 17 14:55
16:30 6 7 0 13 12:02
16:35 9 3 0 12 14:08
16:40 13 2 0 15 14:02
16:45 11 0 0 11 11:18
16:50 7 0 0 7 11:59
16:55 5 3 0 8 11:07
17:00 2 2 0 4 8:18
17:05 3 0 0 3 4:31
17:10 1 1 0 2 3:46
17:15 2 3 0 5 3:53
17:20 0 0 0 0 2:57
17:25 1 0 0 1 4:07
17:30 1 0 0 1 2:49
17:35 0 0 0 0 3:12
17:40 1 1 0 2 2:52
17:45 3 0 0 3 5:20
17:50 5 3 0 8 6:27
17:55 4 2 0 6 8:28
18:00 3 0 0 3 12:32
MAX QUEUE: 21 AVERAGE: 21:22
AVERAGE QUEUE: 10.0
DRIVE THRU SURVEY
Dutch Bros, 3561 Hamner Ave
Norco, CA
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 597 of 908
LOCATION: DATE: 5/17/2025
CITY: DAY: Saturday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
10:00 5 3 0 8 13:11
10:05 6 7 0 13 11:21
10:10 13 6 0 19 12:23
10:15 14 3 3 20 11:08
10:20 17 3 7 27 13:05
10:25 12 6 2 20 12:28
10:30 14 4 2 20 11:29
10:35 15 5 1 21 13:37
10:40 19 2 4 25 14:55
10:45 17 3 4 24 17:19
10:50 15 5 4 24 14:51
10:55 18 3 1 22 17:44
11:00 14 1 0 15 13:25
11:05 13 2 0 15 12:19
11:10 16 3 1 20 13:05
11:15 15 4 3 22 11:15
11:20 18 0 0 18 12:41
11:25 14 1 1 16 16:31
11:30 16 5 1 22 15:35
11:35 11 2 1 14 10:32
11:40 11 3 0 14 13:37
11:45 12 0 0 12 10:57
11:50 12 4 0 16 11:33
11:55 14 6 0 20 16:34
12:00 15 4 0 19 13:31
12:05 15 2 2 19 12:55
12:10 15 4 2 21 15:02
12:15 12 3 1 16 12:12
12:20 13 3 1 17 11:03
12:25 10 4 0 14 12:13
12:30 14 3 1 18 10:51
12:35 12 9 0 21 10:32
12:40 13 4 0 17 11:18
12:45 14 5 0 19 15:26
12:50 16 6 2 24 17:27
12:55 12 4 0 16 16:27
13:00 15 3 2 20 16:38
13:05 16 2 0 18 14:09
13:10 16 3 1 20 11:13
13:15 13 2 0 15 11:52
13:20 11 4 0 15 12:17
13:25 9 5 4 18 11:46
13:30 14 3 0 17 8:44
13:35 11 4 0 15 10:45
13:40 10 6 0 16 12:22
13:45 15 3 0 18 14:56
13:50 13 4 0 17 13:25
13:55 12 1 0 13 11:40
14:00 5 2 0 7 7:41
MAX QUEUE: 27 AVERAGE: 13:01
AVERAGE QUEUE: 17.9
DRIVE THRU SURVEY
Dutch Bros, 3561 Hamner Ave
Norco, CA
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 598 of 908
LOCATION: DATE: Multiple
CITY: DAY: Multiple
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 16 8.1 10:18
Weekday PM 21 10.0 21:22
Saturday Midday 27 17.9 13:01
SITE AVERAGES 21.3 12.0 14:53
Dutch Bros, 3561 Hamner Ave
Norco, CA
DRIVE THRU SURVEY
Site Averages
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 599 of 908
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
6:00 3 0 0 3 3:05
6:05 3 0 0 3 8:41
6:10 1 0 0 1 10:30
6:15 4 0 0 4 9:54
6:20 6 0 0 6 7:20
6:25 5 0 0 5 9:46
6:30 6 0 0 6 5:20
6:35 6 0 0 6 8:55
6:40 5 0 0 5 12:51
6:45 4 0 0 4 5:59
6:50 4 0 0 4 6:54
6:55 4 0 0 4 8:16
7:00 4 0 0 4 7:16
7:05 4 0 0 4 7:34
7:10 4 0 0 4 6:40
7:15 3 0 0 3 9:08
7:20 4 0 0 4 5:53
7:25 2 0 0 2 2:51
7:30 4 0 0 4 5:39
7:35 4 0 0 4 4:19
7:40 5 0 0 5 5:28
7:45 3 0 0 3 6:45
7:50 5 0 0 5 5:00
7:55 8 0 0 8 6:38
8:00 6 0 0 6 8:17
8:05 11 0 0 11 17:34
8:10 9 2 0 11 11:58
8:15 7 0 0 7 8:09
8:20 8 0 0 8 10:05
8:25 9 4 0 13 7:11
8:30 11 5 0 16 11:50
8:35 11 4 0 15 13:58
8:40 11 1 0 12 14:50
8:45 9 0 0 9 19:38
8:50 8 0 0 8 10:53
8:55 4 0 0 4 3:22
9:00 5 0 0 5 6:00
MAX QUEUE: 16 AVERAGE: 8:29
AVERAGE QUEUE: 6.1
DRIVE THRU SURVEY
Dutch Bros, 13322 Limonite Ave
Eastvale, CA
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 600 of 908
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
15:00 4 0 0 4 8:21
15:05 4 0 0 4 12:35
15:10 4 0 0 4 6:10
15:15 6 0 0 6 6:08
15:20 1 0 0 1 4:25
15:25 5 0 0 5 5:05
15:30 3 0 0 3 4:03
15:35 4 0 0 4 4:40
15:40 5 0 0 5 7:33
15:45 4 0 0 4 4:46
15:50 4 0 0 4 7:49
15:55 4 0 0 4 5:09
16:00 4 0 0 4 5:23
16:05 9 0 0 9 7:05
16:10 10 0 0 10 7:59
16:15 7 0 0 7 11:53
16:20 10 1 0 11 10:45
16:25 7 0 0 7 8:40
16:30 8 0 0 8 10:14
16:35 7 0 0 7 9:39
16:40 7 0 0 7 13:20
16:45 5 0 0 5 8:09
16:50 9 2 0 11 9:06
16:55 13 0 0 13 9:37
17:00 8 0 0 8 11:06
17:05 11 0 0 11 12:11
17:10 12 0 0 12 16:26
17:15 10 0 0 10 19:52
17:20 2 0 0 2 3:17
17:25 3 0 0 3 3:46
17:30 2 0 0 2 3:16
17:35 4 0 0 4 5:36
17:40 4 0 0 4 5:30
17:45 6 0 0 6 6:02
17:50 5 0 0 5 4:20
17:55 5 0 0 5 6:06
18:00 6 0 0 6 7:53
MAX QUEUE: 13 AVERAGE: 7:56
AVERAGE QUEUE: 6.1
DRIVE THRU SURVEY
Dutch Bros, 13322 Limonite Ave
Eastvale, CA
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 601 of 908
LOCATION: DATE: 5/17/2025
CITY: DAY: Saturday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
10:00 9 3 0 12 10:04
10:05 9 1 0 10 10:28
10:10 7 3 0 10 11:19
10:15 8 2 0 10 8:21
10:20 9 3 0 12 10:01
10:25 11 4 0 15 9:57
10:30 8 4 0 12 9:40
10:35 10 4 0 14 12:46
10:40 10 4 0 14 9:06
10:45 11 6 0 17 12:43
10:50 10 5 0 15 13:07
10:55 10 5 0 15 13:34
11:00 9 1 0 10 13:26
11:05 9 0 0 9 9:16
11:10 11 2 0 13 8:36
11:15 12 1 0 13 10:37
11:20 9 0 0 9 12:11
11:25 7 0 0 7 8:37
11:30 7 0 0 7 5:33
11:35 11 2 0 13 6:00
11:40 10 0 0 10 9:39
11:45 6 0 0 6 10:54
11:50 7 0 0 7 2:53
11:55 11 0 0 11 7:08
12:00 7 0 0 7 9:35
12:05 3 0 0 3 4:43
12:10 5 0 0 5 5:12
12:15 2 0 0 2 4:44
12:20 4 0 0 4 6:33
12:25 11 6 0 17 5:57
12:30 11 6 0 17 9:46
12:35 12 2 0 14 15:10
12:40 11 0 0 11 11:30
12:45 12 3 0 15 14:19
12:50 10 0 0 10 9:51
12:55 9 4 0 13 11:53
13:00 10 7 0 17 7:38
13:05 12 6 0 18 9:55
13:10 12 4 0 16 15:53
13:15 11 0 0 11 15:02
13:20 4 0 0 4 11:54
13:25 3 0 0 3 4:02
13:30 10 1 0 11 5:13
13:35 10 0 0 10 10:42
13:40 11 1 0 12 13:43
13:45 11 5 0 16 15:47
13:50 10 1 0 11 8:18
13:55 9 1 0 10 10:54
14:00 8 0 0 8 9:35
MAX QUEUE: 18 AVERAGE: 9:52
AVERAGE QUEUE: 10.9
DRIVE THRU SURVEY
Dutch Bros, 13322 Limonite Ave
Eastvale, CA
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 602 of 908
LOCATION: DATE: Multiple
CITY: DAY: Multiple
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 16 6.1 8:29
Weekday PM 13 6.1 7:56
Saturday Midday 18 10.9 9:52
SITE AVERAGES 15.7 7.7 8:46
Dutch Bros, 13322 Limonite Ave
Eastvale, CA
DRIVE THRU SURVEY
Site Averages
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 603 of 908
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
6:00 1 0 0 1 5:55
6:05 1 0 0 1 5:40
6:10 2 0 0 2 3:16
6:15 2 1 0 3 4:30
6:20 2 2 0 4 7:49
6:25 2 0 0 2 7:43
6:30 0 0 0 0 4:01
6:35 1 3 0 4 6:01
6:40 2 3 0 5 6:41
6:45 4 2 0 6 11:46
6:50 5 1 0 6 15:14
6:55 7 0 0 7 19:04
7:00 4 0 0 4 15:01
7:05 2 0 0 2 2:51
7:10 4 0 0 4 2:57
7:15 2 2 0 4 2:55
7:20 2 1 0 3 7:34
7:25 2 3 0 5 5:20
7:30 3 0 0 3 1:25
7:35 2 1 0 3 4:38
7:40 2 0 0 2 3:48
7:45 3 2 0 5 2:29
7:50 0 2 0 2 7:04
7:55 2 1 0 3 4:43
8:00 0 4 0 4 4:13
8:05 3 0 0 3 7:19
8:10 0 3 0 3 3:45
8:15 1 1 0 2 3:23
8:20 0 2 0 2 4:10
8:25 0 1 0 1 4:53
8:30 0 2 0 2 5:04
8:35 2 1 0 3 6:09
8:40 2 0 0 2 5:18
8:45 2 1 0 3 4:09
8:50 1 3 0 4 3:16
8:55 3 0 0 3 6:20
9:00 0 2 0 2 1:57
MAX QUEUE: 7 AVERAGE: 5:54
AVERAGE QUEUE: 3.1
DRIVE THRU SURVEY
Dutch Bros, 877 E Hospitality Lane
San Bernardino, CA
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 604 of 908
LOCATION: DATE: 5/20/2025
CITY: DAY: Tuesday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
15:00 5 0 0 5 9:27
15:05 2 2 0 4 6:37
15:10 2 3 0 5 5:23
15:15 2 5 0 7 9:04
15:20 2 6 0 8 10:01
15:25 5 3 0 8 13:04
15:30 4 3 0 7 12:43
15:35 5 0 0 5 7:57
15:40 2 0 0 2 3:48
15:45 1 0 0 1 3:43
15:50 1 2 0 3 3:39
15:55 1 1 0 2 2:27
16:00 1 0 0 1 3:29
16:05 1 0 0 1 5:37
16:10 0 1 0 1 3:14
16:15 0 0 0 0 4:35
16:20 4 1 0 5 3:36
16:25 2 0 0 2 5:43
16:30 0 0 0 0 2:10
16:35 2 0 0 2 6:47
16:40 2 0 0 2 7:53
16:45 3 0 0 3 5:08
16:50 1 0 0 1 3:27
16:55 1 1 0 2 2:48
17:00 1 1 0 2 3:46
17:05 3 3 0 6 4:32
17:10 2 5 0 7 6:13
17:15 2 6 0 8 8:43
17:20 3 3 0 6 14:04
17:25 2 6 0 8 15:50
17:30 2 3 0 5 18:11
17:35 5 0 0 5 15:04
17:40 2 0 0 2 17:41
17:45 0 2 0 2 5:46
17:50 1 2 0 3 5:27
17:55 1 6 0 7 6:14
18:00 4 5 0 9 15:22
MAX QUEUE: 9 AVERAGE: 7:32
AVERAGE QUEUE: 4.0
DRIVE THRU SURVEY
Dutch Bros, 877 E Hospitality Lane
San Bernardino, CA
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 605 of 908
LOCATION: DATE: 5/17/2025
CITY: DAY: Saturday
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
Overflow TOTAL
Average
Time per
Customer (mm:ss)
10:00 6 4 0 10 12:58
10:05 6 2 0 8 14:51
10:10 2 5 0 7 13:37
10:15 4 1 0 5 16:10
10:20 3 4 0 7 5:10
10:25 4 3 0 7 9:26
10:30 6 2 0 8 11:53
10:35 2 4 0 6 8:05
10:40 3 3 0 6 10:27
10:45 3 3 0 6 7:44
10:50 6 0 0 6 12:16
10:55 5 1 0 6 13:26
11:00 3 0 0 3 8:32
11:05 2 2 0 4 8:12
11:10 2 3 0 5 8:24
11:15 3 2 0 5 7:44
11:20 3 0 0 3 6:57
11:25 1 0 0 1 3:04
11:30 3 1 0 4 4:10
11:35 0 2 0 2 3:29
11:40 1 2 0 3 3:56
11:45 2 6 0 8 7:56
11:50 4 1 0 5 9:01
11:55 2 4 0 6 13:31
12:00 4 1 0 5 6:38
12:05 3 2 0 5 7:54
12:10 3 3 0 6 10:10
12:15 2 1 0 3 8:13
12:20 2 2 0 4 7:08
12:25 4 5 0 9 6:40
12:30 2 8 0 10 8:41
12:35 2 7 0 9 10:53
12:40 3 8 0 11 13:47
12:45 2 9 0 11 14:19
12:50 2 4 0 6 11:24
12:55 3 2 0 5 12:42
13:00 1 2 0 3 5:37
13:05 2 2 0 4 5:09
13:10 4 3 0 7 4:43
13:15 5 3 0 8 6:34
13:20 2 2 0 4 5:13
13:25 3 3 0 6 7:09
13:30 4 2 0 6 10:12
13:35 7 1 0 8 11:29
13:40 5 3 0 8 7:14
13:45 5 2 0 7 8:09
13:50 5 2 0 7 11:55
13:55 4 2 0 6 9:20
14:00 4 4 0 8 10:04
MAX QUEUE: 11 AVERAGE: 9:01
AVERAGE QUEUE: 6.1
DRIVE THRU SURVEY
Dutch Bros, 877 E Hospitality Lane
San Bernardino, CA
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 606 of 908
LOCATION: DATE: Multiple
CITY: DAY: Multiple
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 7 3.1 5:54
Weekday PM 9 4.0 7:32
Saturday Midday 11 6.1 9:01
SITE AVERAGES 9 4.4 7:29
Dutch Bros, 877 E Hospitality Lane
San Bernardino, CA
DRIVE THRU SURVEY
Site Averages
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951-268-6268Page 607 of 908
LOCATION:
CITY:
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 8 3.8 5:57
Weekday PM 29 15.4 16:51
Saturday Midday 32 21.4 18:31
SITE AVERAGES 23.0 13.5 13:46
LOCATION:
CITY:
Day / Time Max Queue Average Queue
Average Time pe
r
Customer (mm:ss)
Weekday AM 16 8.1 10:18
Weekday PM 21 10.0 21:22
Saturday Midday 27 17.9 13:01
SITE AVERAGES 21.3 12.0 14:53
LOCATION:
CITY:
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 16 6.1 8:29
Weekday PM 13 6.1 7:56
Saturday Midday 18 10.9 9:52
SITE AVERAGES 15.7 7.7 8:46
LOCATION:
CITY:
Day / Time Max Queue Average Queue
Average Time pe
r
Customer (mm:ss)
Weekday AM 7 3.1 5:54
Weekday PM 9 4.0 7:32
Saturday Midday 11 6.1 9:01
SITE AVERAGES 9.0 4.4 7:29
Day / Time Max Queue Average Queue
Average Time per
Customer (mm:ss)
Weekday AM 11.8 5.3 7:39
Weekday PM 18.0 8.9 13:25
Saturday Midday 22.0 14.1 12:36
4‐SITE AVERAGE 17.25 9.4 11:14
DRIVE THRU SURVEY
Site Averages
Dutch Bros, 9067 Warner Ave
Dutch Bros, 877 E Hospitality Lane
San Bernardino, CA
4‐SITE AVERAGE
Fountain Valley
Dutch Bros, 3561 Hamner Ave
Norco, CA
Dutch Bros, 13322 Limonite Ave
Eastvale, CA
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268Page 608 of 908
File Name : 01_NLC_Pro_Sw AM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 1
City of National City
N/S: Prospect Street
E/W: Sweetwater Road
Weather: Clear
Groups Printed- Total Volume
Prospect Street
Southbound
Sweetwater Road
Westbound
Sweetwater Crossing
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 9 2 2 13 16 107 10 133 10 0 6 16 0 65 3 68 230 07:15 AM 15 0 4 19 17 177 4 198 11 0 7 18 0 75 9 84 319 07:30 AM 11 0 5 16 16 159 14 189 8 0 7 15 2 94 9 105 325 07:45 AM 12 2 3 17 24 201 12 237 7 0 4 11 0 103 5 108 373 Total 47 4 14 65 73 644 40 757 36 0 24 60 2 337 26 365 1247 08:00 AM 10 0 9 19 31 182 15 228 5 0 4 9 5 121 14 140 396 08:15 AM 22 1 5 28 38 258 16 312 5 1 11 17 5 124 16 145 502 08:30 AM 13 1 4 18 42 154 22 218 8 3 10 21 2 123 11 136 393 08:45 AM 15 1 2 18 37 151 22 210 3 2 13 18 0 118 7 125 371 Total 60 3 20 83 148 745 75 968 21 6 38 65 12 486 48 546 1662 Grand Total 107 7 34 148 221 1389 115 1725 57 6 62 125 14 823 74 911 2909 Apprch % 72.3 4.7 23 12.8 80.5 6.7 45.6 4.8 49.6 1.5 90.3 8.1 Total % 3.7 0.2 1.2 5.1 7.6 47.7 4 59.3 2 0.2 2.1 4.3 0.5 28.3 2.5 31.3 Prospect Street
Southbound
Sweetwater Road
Westbound
Sweetwater Crossing
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 12 2 3 17 24 201 12 237 7 0 4 11 0 103 5 108 373 08:00 AM 10 0 9 19 31 182 15 228 5 0 4 9 5 121 14 140 396 08:15 AM 22 1 5 28 38 258 16 312 5 1 11 17 5 124 16 145 502 08:30 AM 13 1 4 18 42 154 22 218 8 3 10 21 2 123 11 136 393 Total Volume 57 4 21 82 135 795 65 995 25 4 29 58 12 471 46 529 1664 % App. Total 69.5 4.9 25.6 13.6 79.9 6.5 43.1 6.9 50 2.3 89 8.7 PHF .648 .500 .583 .732 .804 .770 .739 .797 .781 .333 .659 .690 .600 .950 .719 .912 .829 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_NLC_Pro_Sw AM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 2
City of National City
N/S: Prospect Street
E/W: Sweetwater Road
Weather: Clear
Prospect Street
Sweetwater Road
Sweetwater Road
Sweetwater Crossing Driveway
Right
21 Thru
4 Left
57 InOut Total
81 82 163
Right
65 Thru
795
Left
135
OutTotal In
557 995 1552
Left
25 Thru
4 Right
29 Out TotalIn
185 58 243
Left
12 Thru
471
Right
46 TotalOut In
841 529 1370
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:45 AM 08:00 AM 08:00 AM
+0 mins. 10 0 9 19 24 201 12 237 5 0 4 9 5 121 14 140
+15 mins. 22 1 5 28 31 182 15 228 5 1 11 17 5 124 16 145 +30 mins. 13 1 4 18 38 258 16 312 8 3 10 21 2 123 11 136 +45 mins. 15 1 2 18 42 154 22 218 3 2 13 18 0 118 7 125 Total Volume 60 3 20 83 135 795 65 995 21 6 38 65 12 486 48 546 % App. Total 72.3 3.6 24.1 13.6 79.9 6.5 32.3 9.2 58.5 2.2 89 8.8 PHF .682 .750 .556 .741 .804 .770 .739 .797 .656 .500 .731 .774 .600 .980 .750 .941 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_NLC_Pro_Sw PM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 1
City of National City
N/S: Prospect Street
E/W: Sweetwater Road
Weather: Clear
Groups Printed- Total Volume
Prospect Street
Southbound
Sweetwater Road
Westbound
Sweetwater Crossing
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 29 7 5 41 53 207 17 277 23 6 43 72 5 237 25 267 657 04:15 PM 29 2 0 31 69 205 16 290 14 5 40 59 6 261 14 281 661 04:30 PM 24 5 3 32 43 177 11 231 22 6 46 74 5 255 10 270 607 04:45 PM 25 4 7 36 52 170 18 240 15 1 34 50 8 238 15 261 587 Total 107 18 15 140 217 759 62 1038 74 18 163 255 24 991 64 1079 2512 05:00 PM 27 3 3 33 55 190 18 263 17 5 36 58 9 256 17 282 636 05:15 PM 17 4 4 25 67 173 17 257 9 6 20 35 6 268 19 293 610 05:30 PM 26 10 7 43 58 151 14 223 12 2 42 56 2 261 21 284 606 05:45 PM 28 2 3 33 46 168 19 233 15 3 36 54 8 203 22 233 553 Total 98 19 17 134 226 682 68 976 53 16 134 203 25 988 79 1092 2405 Grand Total 205 37 32 274 443 1441 130 2014 127 34 297 458 49 1979 143 2171 4917 Apprch % 74.8 13.5 11.7 22 71.5 6.5 27.7 7.4 64.8 2.3 91.2 6.6 Total % 4.2 0.8 0.7 5.6 9 29.3 2.6 41 2.6 0.7 6 9.3 1 40.2 2.9 44.2 Prospect Street
Southbound
Sweetwater Road
Westbound
Sweetwater Crossing
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 29 7 5 41 53 207 17 277 23 6 43 72 5 237 25 267 657 04:15 PM 29 2 0 31 69 205 16 290 14 5 40 59 6 261 14 281 661 04:30 PM 24 5 3 32 43 177 11 231 22 6 46 74 5 255 10 270 607 04:45 PM 25 4 7 36 52 170 18 240 15 1 34 50 8 238 15 261 587 Total Volume 107 18 15 140 217 759 62 1038 74 18 163 255 24 991 64 1079 2512 % App. Total 76.4 12.9 10.7 20.9 73.1 6 29 7.1 63.9 2.2 91.8 5.9 PHF .922 .643 .536 .854 .786 .917 .861 .895 .804 .750 .886 .861 .750 .949 .640 .960 .950 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_NLC_Pro_Sw PM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 2
City of National City
N/S: Prospect Street
E/W: Sweetwater Road
Weather: Clear
Prospect Street
Sweetwater Road
Sweetwater Road
Sweetwater Crossing Driveway
Right
15 Thru
18 Left
107
InOut Total
104 140 244
Right
62 Thru
759
Left
217
OutTotal In
1261 1038 2299
Left
74 Thru
18 Right
163
Out TotalIn
299 255 554
Left
24 Thru
991
Right
64 TotalOut In
848 1079 1927
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:45 PM
+0 mins. 29 7 5 41 53 207 17 277 23 6 43 72 8 238 15 261 +15 mins. 29 2 0 31 69 205 16 290 14 5 40 59 9 256 17 282 +30 mins. 24 5 3 32 43 177 11 231 22 6 46 74 6 268 19 293 +45 mins. 25 4 7 36 52 170 18 240 15 1 34 50 2 261 21 284 Total Volume 107 18 15 140 217 759 62 1038 74 18 163 255 25 1023 72 1120 % App. Total 76.4 12.9 10.7 20.9 73.1 6 29 7.1 63.9 2.2 91.3 6.4 PHF .922 .643 .536 .854 .786 .917 .861 .895 .804 .750 .886 .861 .694 .954 .857 .956 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_NLC_DW_Sw AM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 1
City of National City
N/S: Driveway
E/W: Sweetwater Road
Weather: Clear
Groups Printed- Total Volume
Sweetwater Road
Westbound
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 144 144 0 8 8 83 1 84 236
07:15 AM 0 190 190 0 10 10 94 2 96 296
07:30 AM 0 195 195 1 10 11 120 2 122 328
07:45 AM 1 239 240 0 8 8 108 0 108 356
Total 1 768 769 1 36 37 405 5 410 1216
08:00 AM 0 247 247 0 6 6 141 0 141 394
08:15 AM 1 321 322 0 11 11 165 0 165 498
08:30 AM 3 209 212 0 13 13 146 3 149 374
08:45 AM 2 215 217 1 9 10 152 1 153 380
Total 6 992 998 1 39 40 604 4 608 1646
Grand Total 7 1760 1767 2 75 77 1009 9 1018 2862
Apprch % 0.4 99.6 2.6 97.4 99.1 0.9
Total % 0.2 61.5 61.7 0.1 2.6 2.7 35.3 0.3 35.6
Sweetwater Road
Westbound
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 247 247 0 6 6 141 0 141 394
08:15 AM 1 321 322 0 11 11 165 0 165 498
08:30 AM 3 209 212 0 13 13 146 3 149 374
08:45 AM 2 215 217 1 9 10 152 1 153 380
Total Volume 6 992 998 1 39 40 604 4 608 1646
% App. Total 0.6 99.4 2.5 97.5 99.3 0.7
PHF .500 .773 .775 .250 .750 .769 .915 .333 .921 .826
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_NLC_DW_Sw AM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 2
City of National City
N/S: Driveway
E/W: Sweetwater Road
Weather: Clear
Sweetwater Road
Sweetwater Road
Driveway
Thru
992
Left
6 OutTotal In
643 998 1641
Left
1 Right
39 Out TotalIn
10 40 50
Thru
604
Right
4 TotalOut In
993 608 1601
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 08:00 AM 08:00 AM
+0 mins. 1 239 240 0 6 6 141 0 141
+15 mins. 0 247 247 0 11 11 165 0 165
+30 mins. 1 321 322 0 13 13 146 3 149
+45 mins. 3 209 212 1 9 10 152 1 153
Total Volume 5 1016 1021 1 39 40 604 4 608
% App. Total 0.5 99.5 2.5 97.5 99.3 0.7
PHF .417 .791 .793 .250 .750 .769 .915 .333 .921
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_NLC_DW_Sw PM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 1
City of National City
N/S: Driveway
E/W: Sweetwater Road
Weather: Clear
Groups Printed- Total Volume
Sweetwater Road
Westbound
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 3 296 299 0 27 27 307 4 311 637
04:15 PM 0 278 278 0 31 31 323 2 325 634
04:30 PM 1 259 260 0 23 23 338 1 339 622
04:45 PM 3 220 223 0 14 14 285 1 286 523
Total 7 1053 1060 0 95 95 1253 8 1261 2416
05:00 PM 0 260 260 0 22 22 297 3 300 582
05:15 PM 0 259 259 0 19 19 308 4 312 590
05:30 PM 3 216 219 0 38 38 314 4 318 575
05:45 PM 1 238 239 0 33 33 266 3 269 541
Total 4 973 977 0 112 112 1185 14 1199 2288
Grand Total 11 2026 2037 0 207 207 2438 22 2460 4704
Apprch % 0.5 99.5 0 100 99.1 0.9
Total % 0.2 43.1 43.3 0 4.4 4.4 51.8 0.5 52.3
Sweetwater Road
Westbound
Driveway
Northbound
Sweetwater Road
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 3 296 299 0 27 27 307 4 311 637
04:15 PM 0 278 278 0 31 31 323 2 325 634
04:30 PM 1 259 260 0 23 23 338 1 339 622
04:45 PM 3 220 223 0 14 14 285 1 286 523
Total Volume 7 1053 1060 0 95 95 1253 8 1261 2416
% App. Total 0.7 99.3 0 100 99.4 0.6
PHF .583 .889 .886 .000 .766 .766 .927 .500 .930 .948
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_NLC_DW_Sw PM
Site Code : 00325619
Start Date : 5/28/2025
Page No : 2
City of National City
N/S: Driveway
E/W: Sweetwater Road
Weather: Clear
Sweetwater Road
Sweetwater Road
Driveway
Thru
1053
Left
7 OutTotal In
1348 1060 2408
Left
0 Right
95 Out TotalIn
15 95 110
Thru
1253
Right
8 TotalOut In
1053 1261 2314
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 05:00 PM 04:00 PM
+0 mins. 3 296 299 0 22 22 307 4 311
+15 mins. 0 278 278 0 19 19 323 2 325
+30 mins. 1 259 260 0 38 38 338 1 339
+45 mins. 3 220 223 0 33 33 285 1 286
Total Volume 7 1053 1060 0 112 112 1253 8 1261
% App. Total 0.7 99.3 0 100 99.4 0.6
PHF .583 .889 .886 .000 .737 .737 .927 .500 .930
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
T RAFFIC A NALYSIS
S EPTEMBER 2025
1838 S WEETWATER R OAD D UTCH B ROS C OFFEE S HOP P ROJECT
N ATIONAL C ITY , C ALIFORNIA
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx (09/10/25)
ATTACHMENT C
PROJECT TRIP GENERATION
In Out Total In Out Total In Out Total
Trip Rates
Dutch Bros Coffee Shop1
site 2,168 72.00 66.00 138.00 65.00 65.00 130.00 1,836 63.00 62.00 125.00 Restaurant2
tsf 107.20 5.26 4.31 9.57 5.52 3.53 9.05 122.40 5.71 5.48 11.19 Project Trip Generation
Dutch Bros Coffee Shop 1 site 2,168 72 66 138 65 65 130 1,836 63 62 125 Pass-By Reductions3,4
(1,084) (36) (33) (69) (33) (32) (65) (918) (32) (31) (63) Total 1,084 36 33 69 32 33 65 918 31 31 62
Previous Use Trip Generation4
Restaurant 3.916 tsf 420 21 16 37 22 14 36 479 22 22 44 Pass-By Reductions5
(92) 0 0 0 (9) (6) (15) (105) 0 0 0
Total 328 21 16 37 13 8 21 374 22 22 44
756 15 17 32 19 25 44 544 9 9 18
Source: Compiled by LSA (2025).
1 Trip Rates based on Counts Unlimited trip generation surveys of Dutch Bros. Coffee Shops in Fountain Valley, Norco, Eastvale, and San Bernardino in May 2025. 2 Trip Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition (2021), Land Use 932 (High-Turnover [Sit-Down] Restaurant), Setting/Location - General Urban/Suburban.
3 A conservative 50 percent pass-by reduction has been applied to the proposed project for weekday and weekend daily and peak-hour conditions. 4 For informational purposes only. The full project trip generation was assumed. Trip reductions (for pass-by and the previous use) were not included to present a conservative access (level of service) analysis of the study area locations. 5 Pass-By Reductions from the ITE Trip Generation Manual, Land Use 932 (High-Turnover [Sit-Down] Restaurant).
No AM and 43% PM pass-by rates were applied. Since a Daily pass-by rate is not available, the average of the AM and PM pass-by rates was used (22%).
For weekends, no peak-hour and 22% Daily pass-by rates were applied. tsf = thousand square feet
Net Trips (Project - Previous Use)4
Table C-1: Project Trip Generation
Land Use Size Unit
Weekday
Daily
AM Peak Hour PM Peak Hour Weekend
Daily
Peak Hour
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\xls\Trip Gen\Trip Gen (7/24/2025)
T RAFFIC A NALYSIS
S EPTEMBER 2025
1838 S WEETWATER R OAD D UTCH B ROS C OFFEE S HOP P ROJECT
N ATIONAL C ITY , C ALIFORNIA
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx (09/10/25)
ATTACHMENT D
HCM WORKSHEETS
HCM 7th Signalized Intersection Summary
4: Sweetwater Road & Prospect Street Existing AM
07/23/2025 Synchro 12 Report
LSA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 471 46 135 795 65 25 4 29 57 4 21 Future Volume (veh/h) 12 471 46 135 795 65 25 4 29 57 4 21 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 13 496 48 142 837 68 26 4 31 60 4 22 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 24 1262 563 188 1458 118 363 15 118 246 4 23 Arrive On Green 0.01 0.36 0.36 0.11 0.44 0.44 0.08 0.08 0.08 0.08 0.08 0.08 Sat Flow, veh/h 1781 3554 1585 1781 3328 270 1385 184 1429 758 51 278 Grp Volume(v), veh/h 13 496 48 142 447 458 26 0 35 86 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1822 1385 0 1613 1087 0 0 Q Serve(g_s), s 0.2 3.5 0.7 2.6 6.3 6.3 0.0 0.0 0.7 2.0 0.0 0.0 Cycle Q Clear(g_c), s 0.2 3.5 0.7 2.6 6.3 6.3 0.5 0.0 0.7 2.7 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.15 1.00 0.89 0.70 0.26
Lane Grp Cap(c), veh/h 24 1262 563 188 778 798 363 0 134 274 0 0 V/C Ratio(X) 0.54 0.39 0.09 0.76 0.57 0.57 0.07 0.00 0.26 0.31 0.00 0.00 Avail Cap(c_a), veh/h 289 3042 1357 749 1980 2030 1175 0 1081 1149 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 16.3 8.0 7.1 14.5 7.0 7.0 14.2 0.0 14.3 15.6 0.0 0.0 Incr Delay (d2), s/veh 17.1 0.2 0.1 6.1 0.7 0.7 0.1 0.0 1.0 0.7 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.8 0.1 1.1 1.4 1.4 0.2 0.0 0.2 0.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.5 8.2 7.2 20.5 7.7 7.7 14.3 0.0 15.3 16.2 0.0 0.0 L n G r p L O S CAACAAB BB
Approach Vol, veh/h 557 1047 61 86
Approach Delay, s/veh 8.7 9.4 14.9 16.2
A p p r o a c h L O S AABB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.6 17.2 7.5 5.9 20.0 7.5
Change Period (Y+Rc), s 5.1 5.4 * 4.7 5.4 * 5.4 4.7
Max Green Setting (Gmax), s 14.0 28.5 * 23 5.4 * 37 22.3 Max Q Clear Time (g_c+I1), s 4.6 5.5 4.7 2.2 8.3 2.7
Green Ext Time (p_c), s 0.2 3.3 0.4 0.0 6.3 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 9.7
HCM 7th LOS A
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 7th TWSC
6: RIRO Driveway & Sweetwater Road Existing AM
07/23/2025 Synchro 12 Report
LSA Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 604 4 0 992 0 39
Future Vol, veh/h 604 4 0 992 0 39
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 657 4 0 1078 0 42
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 328
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y ----- 6 . 9 4
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y ----- 3 . 3 2
Pot Cap-1 Maneuver - - 0 - 0 667
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - ---- 6 6 7
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 10.76
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 667 - - -
HCM Lane V/C Ratio 0.064 - - -
HCM Ctrl Dly (s/v) 10.8 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.2 - - -
HCM 7th Signalized Intersection Summary
4: Sweetwater Road & Prospect Street Existing PM
07/23/2025 Synchro 12 Report
LSA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 991 64 217 759 62 74 18 163 107 18 15 Future Volume (veh/h) 24 991 64 217 759 62 74 18 163 107 18 15 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 1043 67 228 799 65 78 19 172 113 19 16 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 40 1329 593 279 1676 136 437 36 325 220 36 19 Arrive On Green 0.02 0.37 0.37 0.16 0.50 0.50 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1585 1781 3328 271 1373 160 1449 524 161 83 Grp Volume(v), veh/h 25 1043 67 228 427 437 78 0 191 148 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1822 1373 0 1609 769 0 0 Q Serve(g_s), s 0.9 16.1 1.7 7.7 9.7 9.7 0.0 0.0 6.5 6.1 0.0 0.0 Cycle Q Clear(g_c), s 0.9 16.1 1.7 7.7 9.7 9.7 2.8 0.0 6.5 12.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.15 1.00 0.90 0.76 0.11
Lane Grp Cap(c), veh/h 40 1329 593 279 895 917 437 0 361 275 0 0 V/C Ratio(X) 0.62 0.78 0.11 0.82 0.48 0.48 0.18 0.00 0.53 0.54 0.00 0.00 Avail Cap(c_a), veh/h 155 1632 728 402 1062 1089 622 0 578 463 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 30.1 17.2 12.7 25.3 10.1 10.1 19.8 0.0 21.2 25.6 0.0 0.0 Incr Delay (d2), s/veh 14.7 2.1 0.1 8.3 0.4 0.4 0.2 0.0 1.2 1.6 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 5.9 0.5 3.6 3.2 3.2 0.9 0.0 2.4 2.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.7 19.3 12.8 33.6 10.5 10.5 19.9 0.0 22.4 27.2 0.0 0.0 L n G r p L O S DBBCBBB CC
Approach Vol, veh/h 1135 1092 269 148
Approach Delay, s/veh 19.5 15.3 21.7 27.2
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.8 28.6 18.6 6.8 36.6 18.6
Change Period (Y+Rc), s 5.1 5.4 * 4.7 5.4 * 5.4 4.7
Max Green Setting (Gmax), s 14.0 28.5 * 23 5.4 * 37 22.3 Max Q Clear Time (g_c+I1), s 9.7 18.1 14.6 2.9 11.7 8.5 Green Ext Time (p_c), s 0.2 5.1 0.5 0.0 5.7 1.2
Intersection Summary
HCM 7th Control Delay, s/veh 18.4
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 7th TWSC
6: RIRO Driveway & Sweetwater Road Existing PM
07/23/2025 Synchro 12 Report
LSA Page 2
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1253 8 0 1053 0 95
Future Vol, veh/h 1253 8 0 1053 0 95
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1362 9 0 1145 0 103
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 681
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y ----- 6 . 9 4
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y ----- 3 . 3 2
Pot Cap-1 Maneuver - - 0 - 0 393
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - ---- 3 9 3
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 17.4
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 393 - - -
HCM Lane V/C Ratio 0.263 - - -
HCM Ctrl Dly (s/v) 17.4 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 1 - - -
HCM 7th Signalized Intersection Summary
4: Sweetwater Road & Prospect Street Existing WP AM
07/24/2025 Synchro 12 Report
LSA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 478 71 171 795 65 55 7 39 57 8 21 Future Volume (veh/h) 12 478 71 171 795 65 55 7 39 57 8 21 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 13 503 75 180 837 68 58 7 41 60 8 22 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 24 1148 512 240 1449 118 376 22 127 239 8 23 Arrive On Green 0.01 0.32 0.32 0.13 0.44 0.44 0.09 0.09 0.09 0.09 0.09 0.09 Sat Flow, veh/h 1781 3554 1585 1781 3328 270 1380 236 1385 671 89 246 Grp Volume(v), veh/h 13 503 75 180 447 458 58 0 48 90 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1822 1380 0 1621 1006 0 0 Q Serve(g_s), s 0.2 3.8 1.1 3.3 6.4 6.4 0.0 0.0 0.9 2.1 0.0 0.0 Cycle Q Clear(g_c), s 0.2 3.8 1.1 3.3 6.4 6.4 1.0 0.0 0.9 3.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.15 1.00 0.85 0.67 0.24
Lane Grp Cap(c), veh/h 24 1148 512 240 774 793 376 0 148 270 0 0 V/C Ratio(X) 0.54 0.44 0.15 0.75 0.58 0.58 0.15 0.00 0.32 0.33 0.00 0.00 Avail Cap(c_a), veh/h 285 3002 1339 739 1954 2003 1161 0 1072 1122 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 16.5 9.0 8.1 14.0 7.2 7.2 14.4 0.0 14.3 15.8 0.0 0.0 Incr Delay (d2), s/veh 17.2 0.3 0.1 4.7 0.7 0.7 0.2 0.0 1.2 0.7 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.9 0.3 1.3 1.5 1.5 0.4 0.0 0.3 0.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.7 9.3 8.2 18.7 7.9 7.9 14.6 0.0 15.6 16.5 0.0 0.0 L n G r p L O S CAABAAB BB
Approach Vol, veh/h 591 1085 106 90
Approach Delay, s/veh 9.7 9.7 15.0 16.5
A p p r o a c h L O S AABB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.6 16.3 7.8 5.9 20.1 7.8
Change Period (Y+Rc), s 5.1 5.4 * 4.7 5.4 * 5.4 4.7
Max Green Setting (Gmax), s 14.0 28.5 * 23 5.4 * 37 22.3 Max Q Clear Time (g_c+I1), s 5.3 5.8 5.0 2.2 8.4 3.0
Green Ext Time (p_c), s 0.3 3.4 0.4 0.0 6.3 0.4
Intersection Summary
HCM 7th Control Delay, s/veh 10.3
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 7th TWSC
6: RIRO Driveway & Sweetwater Road Existing WP AM
07/24/2025 Synchro 12 Report
LSA Page 2
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 614 11 0 1028 0 62
Future Vol, veh/h 614 11 0 1028 0 62
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 667 12 0 1117 0 67
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 334
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y ----- 6 . 9 4
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y ----- 3 . 3 2
Pot Cap-1 Maneuver - - 0 - 0 662
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - ---- 6 6 2
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 11.05
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 662 - - -
HCM Lane V/C Ratio 0.102 - - -
HCM Ctrl Dly (s/v) 11.1 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.3 - - -
HCM 7th Signalized Intersection Summary
4: Sweetwater Road & Prospect Street Existing WP PM
07/24/2025 Synchro 12 Report
LSA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 24 998 87 249 759 62 103 21 173 107 21 15 Future Volume (veh/h) 24 998 87 249 759 62 103 21 173 107 21 15 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 1051 92 262 799 65 108 22 182 113 22 16 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 40 1297 579 310 1705 139 435 41 336 212 39 19 Arrive On Green 0.02 0.37 0.37 0.17 0.51 0.51 0.23 0.23 0.23 0.23 0.23 0.23 Sat Flow, veh/h 1781 3554 1585 1781 3328 271 1370 174 1438 503 169 80 Grp Volume(v), veh/h 25 1051 92 262 427 437 108 0 204 151 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1822 1370 0 1612 751 0 0 Q Serve(g_s), s 0.9 17.8 2.6 9.5 10.3 10.3 0.0 0.0 7.4 6.7 0.0 0.0 Cycle Q Clear(g_c), s 0.9 17.8 2.6 9.5 10.3 10.3 4.3 0.0 7.4 14.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.15 1.00 0.89 0.75 0.11
Lane Grp Cap(c), veh/h 40 1297 579 310 910 933 435 0 376 270 0 0 V/C Ratio(X) 0.63 0.81 0.16 0.85 0.47 0.47 0.25 0.00 0.54 0.56 0.00 0.00 Avail Cap(c_a), veh/h 144 1516 676 373 987 1012 573 0 538 412 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 32.4 19.1 14.3 26.7 10.5 10.5 21.3 0.0 22.5 27.4 0.0 0.0 Incr Delay (d2), s/veh 15.4 3.0 0.1 14.1 0.4 0.4 0.3 0.0 1.2 1.8 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 6.9 0.8 5.0 3.4 3.5 1.4 0.0 2.8 2.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 47.8 22.1 14.4 40.8 10.8 10.8 21.6 0.0 23.7 29.2 0.0 0.0 LnGrp LOS D C B D B B C C C
Approach Vol, veh/h 1168 1126 312 151
Approach Delay, s/veh 22.0 17.8 22.9 29.2
Approach LOS C B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 16.7 29.8 20.3 6.9 39.6 20.3
Change Period (Y+Rc), s 5.1 5.4 * 4.7 5.4 * 5.4 4.7
Max Green Setting (Gmax), s 14.0 28.5 * 23 5.4 * 37 22.3 Max Q Clear Time (g_c+I1), s 11.5 19.8 16.2 2.9 12.3 9.4 Green Ext Time (p_c), s 0.2 4.6 0.4 0.0 5.7 1.3
Intersection Summary
HCM 7th Control Delay, s/veh 20.8
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 7th TWSC
6: RIRO Driveway & Sweetwater Road Existing WP PM
07/24/2025 Synchro 12 Report
LSA Page 2
Intersection
Int Delay, s/veh 0.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1263 15 0 1085 0 118
Future Vol, veh/h 1263 15 0 1085 0 118
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - 0 - - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1373 16 0 1179 0 128
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 686
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y ----- 6 . 9 4
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y ----- 3 . 3 2
Pot Cap-1 Maneuver - - 0 - 0 390
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - ---- 3 9 0
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 18.7
HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 390 - - -
HCM Lane V/C Ratio 0.329 - - -
HCM Ctrl Dly (s/v) 18.7 - - -
HCM Lane LOS C - - -
HCM 95th %tile Q(veh) 1.4 - - -
T RAFFIC A NALYSIS
S EPTEMBER 2025
1838 S WEETWATER R OAD D UTCH B ROS C OFFEE S HOP P ROJECT
N ATIONAL C ITY , C ALIFORNIA
P:\2025\20252337- 1838 Sweetwater Rd Dutch Bros Coffee\doc\study\TA Memo2.docx (09/10/25)
ATTACHMENT E
DUTCH BROS COFFEE TMP AND SITE SUMMARY
Traffic Management Plan
&
Site Summary
CA4707 | National City
1838 Sweetwater Road
Operator:TBD
Coach:TBD
Regional Activation Coach:TBD
Construction Manager:John Caglia
Construction Coordinator:Kelsey Staton
Created By:
Kyle Dallas|Site & Traffic Plan Administrator
C: 602.525.8737
E: [email protected]
Standard Edition
Revised as of 02/19/2025
Speed, Quality, Service
Timing Standards
45 seconds per car (at window). Speed timings
conducted weekly in addition to a quarterly company
wide evaluation.
Escape Lane
An escape lane permits customers to leave the line as
soon as their drinks are delivered by a drink runner.
Peak Hours
DB will staff an additional traffic controller during peak hours as needed.
Speed, Quality, Service
Off-Site Operations
DB always evaluates the need of off-duty police officer support during our grand opening period.
Off duty police officers provide off-site support during business hours as determined necessary by DB
leadership. Their job is to safely direct customer vehicles to and from a location. Prevent vehicles from blocking
critical drives or otherwise restricting traffic flow (off-site).
Staffing Model
Schedules are written a minimum of 1-2 weeks in advance (in accordance with state and local guidelines) based on gross sales, trends, local events, and weather.
Outside Traffic Management
Line Buster (LB)
Job Duty: Increase speed of the customers experience by taking orders while ensuring 2’ gap between cars. Ensuring when the line pulls forward the customers moves forward.
Drink Runner (DR)
Job Duty: Deliver completed drinks to the customer in line before reaching the window. Ensuring escape lane is used to minimize service time.
Dutch Bros. Traffic Controller (DBTC)
Job Duty: Direct traffic in and out of location. Preventing vehicles from blocking critical drives or otherwise restricting traffic flow (on-site).
Third Party Traffic Controller or Off Duty Police Officer (TC) Job Duty: Direct traffic in and out of location. Preventing vehicles from blocking critical drives or otherwise restricting traffic flow (off-site).
Additional Information
Full Shop Meetings:
● Monthly meetings in which all shop personnel are required to attend. Discuss traffic plans and new commitments in detail.
Pre-Shift Huddles:
● Before each shift (morning, noon, night) the crew goes over updates, important communication, issues, and ensures strategy is set for the shift
Promotional Days / Major Holidays / Sticker Days:
● Dutch will determine if needed and hire a Third-Party Traffic Control Company to come in when the Stacking could possibly be an issue.
Evolving Traffic Plan:
● The Grand Opening plan will be utilized whenever necessary to mitigate traffic congestion that may occur from our new shop opening. We reserve the right to adjust the plan as conditions dictate, and expect that after the initial community response, our traffic patterns will settle to a predictable level within the first 90 days of operation.
Directional Signage Examples
Staffing Plan
*Not every position will be shown on
Grand Opening Staffing Plan. Subject
to site by site staffing needs.*
Special Things to Note:
1. n/a
2. n/a
3. n/a
Signage Plan
Special Things to Note:
1. n/a
2. n/a
3. n/a
City of National City
Planning Commission
Meeting
MEETING OF OCTOBER 20, 2025
Public Hearing
CONDITIONAL USE PERMIT FOR A
DRIVE
-
THROUGH COFFEE SHOP
(
DUTCH
BROS COFFEE) TO BE
LOCATED AT 1838 SWEETWATER ROAD
Overhead
Site Characteristics
• 1838 Sweetwater Road
• MXD-2 (Major Mixed-Use District)
• 0.45-acre parcel
• Sweetwater Crossings Shopping Center
• Replacing the vacant Pizza Hut building
• Area is Commercial
• Subway, Boba Time, etc. to the north
• Across Sweetwater Road is Sweetwater Plaza Shopping Center and some residences • Texas Roadhouse and Denny's to the east
• LA Fitness to the south
• Sweetwater Crossing Shopping Center (CVS, Mors) to the west
Site Photos
Site Photos
Site Photos
Proposal
• 950 Square Foot Drive-Through Coffee Shop (Dutch Bros Coffee) • Dual drive-through lanes with queuing for 26 vehicles • Person-to-person ordering
• Exit lane
• Walk-up window
• Three parking spaces
• Access from Sweetwater Road
• 5 a.m. to 12 a.m. daily
• New business would employ between eight and ten people
Site Plan
EXIT LANE
QUEUING FOR 26 VEHICLES
3 PARKING SPACES
Site Plan
Site Plan
Analysis
• Proposal Consistent with General Plan
• Policies related to fast food
• HEJ-4.2: Encourage the development of healthy food establishments in areas with a high concentration of fast foot establishments, convenience stores, and liquor stores. • Coffee shop allowed by right without drive-through lane • HEJ-5.4: Discourage unhealthy fast food outlets from locating near schools. • Located over a half-mile from closest school (Sweetwater High School) • Proposal Consistent with Land Use Code
• A coffee shop with a drive-through is a conditionally-allowed use in MXD-2 zone • Chapter 18.41 – Site Planning Standards – has specific requirements for drive-through businesses
• Minimum queuing distances, interior turning radius, location of drive-through window and landscaping requirements
Analysis (cont.)
• Land Use Code (CONT.)
• Minimum queuing distance
• Traffic analysis used other Dutch Bros Coffee locations – Average maximum queuing not expect to exceed 17.25 vehicles
• Proposed drive-through has space for 26 vehicles before impacting the shopping center circulation
• Person-to-person ordering and exit lane proposed
• Minimum interior turning radius of 25 feet
• Site plan shows lesser interior turn radii of 20 feet – approved by City Engineer • Drive-through window location
• If facing right-of-way, code requires a minimum 10-ft landscape buffer with trees and minimum three-foot high hedges
• Drive-though window is facing the shopping center and landscape buffer is provided
Analysis (cont.)
• Land Use Code (CONT.)
• Design requirements
• Limited requirements for project of this type in the MXD-2 zone • Architectural variation, setbacks, height, etc.
• Request is for the drive-through lane and the architecture of the proposed building is conceptual in nature
• Conditions related to design, site development, and landscaping • Project would be allowed by right without the drive-through
Analysis (cont.)
• Traffic
• Project expected to generate approximately 756 weekday & 544 weekend net new daily trips • Half the trips are pass-by
• A pass‐by trip is a trip where an intermediate stop is made on the way from the origin to the primary destination of the trip without making a route diversion
• Project-related traffic would not result in the need for any street system improvements • Accessed off of signalized Sweetwater Road and Prospect Steet intersection • Study included Vehicle Miles Traveled (VMT) analysis – screened out of CEQA • Noise
• Typical concern for drive-through businesses
• Ordering Speakers: Dutch Bros uses person to person ordering • Operating Hours: 5 a.m. to 12 a.m. , similar to nearby drive-though’s
California Environmental Quality Act
(CEQA)
• Determine To Be Categorically Exempt From Environmental Review Pursuant To Class 32, Section 15332 (In-fill Development Projects) • Notice of exemption will be filed subsequent to an approval
Conditions / Summary
• Conditions of Approval
• Building and Fire Code compliance
• Engineering comments
• Design requirements and compliance with LUC
• Landscape Plan
• Proposed use consistent with General Plan
• Project is consistent with General Plan and Land Use Code • Consistent applicable design requirements
• Meets applicable Site Planning Standards
Options
• FIND PROJECT EXEMPT FROM CEQA & APPROVE 2025-29 CUP BASED ON FINDINGS LISTED IN THE DRAFT RESOLUTION / FINDINGS DETERMINED BY THE COMMISSION; OR • FIND PROJECT NOT EXEMPT FROM CEQA AND/OR DENY 2025-29 CUP BASED ON
FINDINGS LISTED IN THE DRAFT RESOLUTION / FINDINGS DETERMINED BY THE COMMISSION; OR
• CONTINUE THE ITEM FOR ADDITIONAL INFORMATION
• STAFF RECOMMENDING APPROVAL
• NOTICE OF DECISION TO CITY COUNCIL
Next Regularly-Scheduled
Meeting
NOVEMBER 4, 2025
RESOLUTION NO. 2026-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA,
DETERMINING THAT THE PROJECT IS CATEGORIC ALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) UNDER CLASS 32 O F THE CEQA GUIDELINES SECTION 1 5332 (IN-FILL DEVELOPMENT PROJECTS) AND APPROVING A
CONDITIONAL USE PERMIT FOR A DRIVE -THROUGH COFFEE SHOP (DUTCH BROS COFFEE) TO BE LOCATED AT 1838 SWEETWATER ROAD.
WHEREAS, the Planning Commission of the City of National City considered the Conditional Use Pe rmit application at a duly advertised public hearing held on October 20 , 2025, at which time the Commission approved the Conditional Use Permit; and
WHEREAS, subsequent to the Planning Commission approval of the Conditional Use Permit, the Appellant, Hear t Revolution Church, appealed the decision of the Planning Commission to the City Council; and
WHEREAS, the City Council of the City of National City considered the appeal of the Planning Commission’s approval of the Conditional Use Permit at a duly adver tised public hearing held on April 21, 2026, at which time oral and documentary evidence was presented; and
WHEREAS, at said public hearing the City Council considered the staff report contained in Case File No. 2025 -29 CUP maintained by the City and i ncorporated herein by reference along with evidence and testimony at said hearing; and
WHEREAS, this action is taken pursuant to all applicable procedures required by State law and City law; and
WHEREAS, the action hereby taken is found to be essential for the preservation of the public health, safety and general welfare.
NOW, THEREFORE, THE CITY COUNCIL OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:
Section 1: That the City Council hereby denies the appellant’ s appeal of and upholds the Planning Commission’s decision to approve the Conditional Use Permit for a drive - through coffee shop (Dutch Bros) to be located at 1838 Sweetwater Road, based on the following findings:
1. The proposed use is allowable within the applicable zoning district pursuant to a Conditional Use Permit and complies with all other applicable provisions of the Land Use Code because drive-through businesses are identified as a conditionally -allowed use in the Major Mixed -Use District (MXD -2) zone, and the conditions of approval will assure the proposed drive-through aisles will meet all requirements as contained in NCMC §18. 41 – Site Planning Standards.
2. The proposed use is consistent with the General Plan and any applicable specific plan, because the Land Use Code conditionally allows drive-through businesses in the MXD-2
zone; the Land Use Code is consistent with the General Plan. There are no Specific Plans affecting this location.
3. The design, location, size, and operating characteristics of the proposed activity would be compatible with the existing and future land uses in the vicinity, because the property will be developed based on the provisions outlined in the Land Use Code. In addition, the proposed drive -through aisle, subject to the c onditions of approval, meets all requirements for such uses outlined in the Land Use Code.
4. The site is physically suitable for the type, density, and intensity of use being proposed, including access, utilities, and the absence of physical constraints, be cause a traffic impact analysis was conducted for the proposed use finding that the project is expected to generated approximately 756 net weekday daily trips and 544 weekend daily trips, which can be accommodated by the existing road network. Intersection s in this location are currently operating at a Level of Service (LOS) of C or better (passing) and are calculated by the provided traffic impact analysis to continue to have a passing LOS after construction. The site is located within an urbanized area wi th access to all necessary utilities and services and the proposed restaurant replaces a similar existing building.
5. Granting the permit would not constitute a nuisance or be injurious or detrimental to the public interest, health, safety, convenience, or welfare, or materially injurious to persons, property, or improvements in the vicinity and zone in which the property is located, because noise issues related to drive -through businesses, which are usually related to vehicle queuing and ordering windows an d speakers, will not be an issue given that the applicant will utilize person to person ordering in lieu of an amplified ordering system. A vehicle miles traveled (VMT) analysis was also conducted for the site and the project is presumed to have a less tha n significant impact on VMT. In addition, the new business will benefit the public interest by providing new jobs.
6. The proposed project has been reviewed in compliance with the California Environmental Quality Act and has been determined to be categorical ly exempt from environmental review pursuant to Class 32 of the CEQA Guidelines, Section 15332 (In - fill Development Projects), for which a Notice of Exemption will be filed subsequent to approval of this CUP. Class 32 consists of projects characterized as in-fill development that is consistent with applicable general plan and zoning designations, proposed on an urban site no more than five acres, has a site with no value as habitat for endangered, rare or threatened species, would not result in any signific ant effects relating to traffic, noise, air quality or water quality, and is adequately served by utilities and public services. The proposed use is consistent with this description and there is no potential for the project to cause either a direct or a re asonably foreseeable indirect physical change in the environment.
Section 2: That the City Council hereby approves the application for Conditional Use Permit subject to the following conditions:
General
1. This Conditional Use Permit authorizes a drive-through coffee shop at 1838 Sweetwater Road. Except as required by conditions of approval, all plans submitted for permits associated with the project shall conform to Exhibit A, Case File No. 2025-29 CUP, dated 9/29/2025.
2. Before this Conditional Use Permit shall become effective, the applicant and the property owner both shall sign and have notarized an Acceptance Form, provided by the Planning Division, acknowledging and accepting all conditions imposed upon the approval of this permit. Failure to return the signed and notarized Acceptance Form within 30 days of its receipt shall automatically terminate the Conditional Use Permit. The applicant shall also submit evidence to the satisfaction of the Planning Division that a Notice of Restriction on Real Property is recorded with the County Recorder. The applicant shall pay necessary recording fees to the County. The Notice of Restriction shall provide information that conditions imposed by approval of the Conditional Use Permit are binding on all present or future interest holders or estate holders of the property. The Notice of Restriction shall be approved as to form by the City Attorney and signed by the City Manager or assign prior to recordation.
3. Within four (4) days of approval, pursuant to Fish and Game Code 711.4 and the California Code of Regulations, Title 14, Section 753.5, the applicant shall pay all necessary environmental filing fees for the San Diego County Clerk. Checks shall be made payable to the San Diego County Clerk and submitted to the National City Planning Department.
4. This permit shall become null and void if not exercised within one year after adoption of the resolution of approval unless extended according to procedures specified in the Municipal Code.
5. This permit shall expire if the use authorized by this resolution is discontinued for a period of 12 months or longer. This permit may also be revoked, pursuant to provisions of the Land Use Code, if discontinued for any lesser period of time.
6. This Conditional Use Permit may be revoked if the operator is found to be in violation of any Conditions of Approval or applicable law.
Building
7. Building plans and permits shall be required to meet current California Building, Mechanical, Electrical, Plumbing, Accessibility, Green, Energy, and Fire Codes. a. A soils report is required for all new construction. b. Project requires Sweetwater Authority approval prior to permit issuance to determine the project has sufficient water supply.
Engineering
8. Storm Water Requirements
a. A Hydrology study (100 year fl ood) is required for the new project. The study should consider the proposed project area to the closest municipal storm drain collection point. The study should consider the adequacy of the existing storm drain system to convey any additional run off. All Hydrology study findings and recommendations are part of Engineering Department requirements. b. The completed Storm Water BMP Requirements Applicability Form I -1 and I -2 checklist is required to be submitted to the Engineering Department along with the grading plan submittal.
c. The Best Management Practices (BMPs) for the maintenance of the proposed construction shall be undertaken in accordance with the National Pollutant Discharge Elimination System (NPDES) regulations which may require a Storm Water Pollution Prevention Plan (SWPPP) for the project. An approved SWPPP will be required prior to issuing of a construction permit.
d. All surface run -off shall be treated with an approved Standard Urban Runoff Mitigation Plan (SUSMP) Best Management Practice (BMP) for all Priority SUSMP projects. No runoff will be permitted to flow over the sidewalk. Adjacent properties shall be protected from surface run-off resulting from this development. e. All existing and proposed curb inlet on property shall be provided with a “No Dumping” signage in accordance with the NPDES program.
f. A hydromodification plan or a letter sealed and signed by the Engineer of Work explaining why the project is exempt from hydromodification requirements shall be submitted.
9. Engineering Land Development Requirements
a. The Property is in the Federal Flood Plain area. Flood hazard permit shall be obtained from the Engineering Department.
b. A grading and drainage plan shall be submitted showing all of the proposed and existing on -site and off -site improve ments. The plan shall be prepared in accordance with the City’s standard requirements by a Registered Civil Engineer.
All necessary measures for prevention of storm water pollution and hazardous material run-off to the public storm drain system from the pr oposed parking lot or development shall be implemented with the design of the grading. This shall include the provision of such devices as storm drain interceptors, clarifiers, or filters. Best Management Practices for the maintenance of the parking lot, including sampling, monitoring, and cleaning of private catch basins and storm drains, shall be undertaken in accordance with the National Pollution Discharge Elimination System (NPDES) regulations. A private storm water treatment maintenance agreement shall be signed and recorded. A check list for preparation of the grading plan/drainage plan is available at the Engineering Department. c. The method of sewage collection and disposal shall be shown on the grading/drainage plan. Any new sewer lateral in the Cit y right-of-way shall be 6 inch in size with a clean out. A sewer stamp “S” shall be provided on the curb to mark the location of the lateral.
d. Separate street and sewer plans prepared by Registered Civil Engineer, shall be submitted showing all of the existing and proposed improvements. The plans shall be in accordance with City requirements.
e. A soils engineering report shall be submitted for the Engineering Department’s review, after Planning Commission approval. The report shall address the stability of all of the existing and proposed slopes on the property. It shall also address the adequacy of the building pads, the criteria for any new retaining wall design, the maximum allowable soil bearing pressure and the required pavement structural sections for t he proposed streets, the parking areas, and the driveways. As a minimum, the parking lot pavement sections shall be 2 inch A.C. over 4 inch Class II aggregate base. The street pavement sections shall be in accordance with National City modified Standard Dr awing G -34. All soils report findings and recommendations shall be part of the Engineering Department requirements. f. A title report shall be submitted to the Engineering Department, after the Planning Commission approval, for review of all existing easemen ts and the ownership at the property.
g. A limited traffic study is required for the proposed development.
h. A cost estimate for all of the proposed grading, drainage, street improvements, landscaping and retaining wall work shall be submitted with the plans. A performance bond equal to the approved cost estimate shall be posted. Three percent (3%) of the estimated cost shall also be deposited with the City as an initial cost for plan checking and inspection services at the time the plans are submitted.
The dep osit is subject to adjustment according to actual worked hours and consultant services
Fire
10. Plans are to be designed, fabricated and installed to code.
11. Project to be in compliance with the current editions of the National Fire Protection Association, California Fire Code 2022 Edition, Title 19 and local City of National City Municipal Codes.
12. California Fire Code Change (CFC) will occur beginning in 2026 with this Authority Having Jurisdiction (AHJ).
13. California fire code shall be considered if structure is to be outfitted with fire alarm and fire sprinklers.
14. A fire flow letter shall be requested from this AHJ early in the process if fire sprinklers will be installed.
15. Fire apparatus access roads shall comply with the requirements of this section (Section 5 CFC 2022) and shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus.
This comment shall apply to new residential structures. The fire code official shall have the authority to require or permit modifications to th e required access widths where they are inadequate for fire rescue operations or where necessary to meet the public safety objectives of the jurisdiction.
16. The required width of emergency fire apparatus access roads shall not be obstructed in any manner, including parking of vehicles. All access roads shall be no less than 20 feet wide, no less than 14 feet high and shall have an all weathered road with the ability to support 75 thousand pounds or greater. Where a fire hydrant is located on a fire apparatus road; the minimum road width shall be 26 feet. A 28 foot turning radius is required for fire department access through site. All fire department access roads shall be painted and signed to prevent parking in these required designated emergency areas.
17. Grade of fire apparatus road shall be within the limits established (15% Grade) by the fire code official based on fire department’s apparatus.
18. Buildings or portions of buildings or facilities exceeding 30 feet in height measured vertically from the centerline of the street adjacent to the project above the lowest level of fire department vehicle access shall be provided with approved fire apparatus access roads capable of accommodating fire department aerial apparatus.
19. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be placed with approval of the fire code official.
20. Aerial fire apparatus roads shall have a minimum unobstructed width of 26 feet, exclusive of shoulders, in the immediate vicinity of the building or portion thereof.
21. Fire hydrants to be located throughout the project as not to have a separation distance greater than 300 feet. Fire hydrants to be located within 400 feet of all locations which are roadway accessible. (Measurement starts from nearest existing fire hydrant to project).
22. The following items pertain to fire hydrants:
a. Size and location, including size and number of outlets and whether outlets are to be equipped with independent gate valves.
b. Fire hydrant to be of three outlet design
23. Provide calculation confirming flow availability to meet fire flow demands and supply large diameter hose (4 inch).
24. Fire hydrants to be marked by use of blue reflective marker in the roadway.
25. Upon submittal for an underground permit, the following shall be included:
a. Data sheet for Back-Flows
b. Data sheets for Private and Commercial Hydrants
c. Data sheets for Post Indicator Valves
Information on required fire hydrants back-flow devices, etc.; can be acquired from Sweetwater Authority. All pipe and their appliances, shall meet industry/code standards for underground use
26. An approved water supply for fire protection, either temporary or permanent, shall be made available as soon as combustible material arrives on the site.
27. Approved vehicle access for firefighting shall be provided to all construction and demolition sites. Vehicle access shall be provided to within 100 feet of temporary or permanent fire department connections. Vehicle access shall be provided by either temporary or permanent roads, capable of supporting vehicle loading under all weather conditions.
Vehicle access shall be maintained until permanent fire apparatus access roads are available.
28. Where there is conflict between a general requirement and a specific requirement, the specific requirement shall be applicable. Where, in a specific case, different sections of this code specify different materials, methods of construction or other requirements , the most restrictive shall govern.
29. Should any plan corrections be required, contractor must correct the plan and re-submit to the Fire Department for approval once again prior to installation.
Planning
30. A landscape and underground irrigation plan shall be submitted as part of the construction permitting process in compliance with Land Use Code Chapter 18.44. The landscaping and irrigation required by this approval shall be maintained for the life of the project.
31. Plans submitted for construction shall conform to minimum turning radius requirements for drive-through businesses unless the City Engineer approves a lesser radius. Building permit plans shall be fully dimensioned and include all proposed signage and striping for the drive-through aisles, driveways, and parking spaces.
32. Business operations shall comply with Municipal Code Title 12 (Noise) at all times. Plans submitted for construction shall reflect the use of sound -attenuating speakers that automatically reduce the volume of ordering speakers during periods of low ambient noise should an electronic ordering system be installed.
33. Plans submitted for construction shall conform to Land Use Code Chapter 18.46 (Outdoor Lighting).
34. Plans submitted for construction shall comply with the guidelines stated in Land Use Code Section 18.42.050 (Commercial and institutional building design standards).
35. The trash enclosure design shall be in compliance with Municipal Code Title 7, Section
7.10.080 (Enclosures required), including the use of flame retardant materials.
36. The trash enclosure shall be painted with graffiti-resistant coating to a height of six feet.
37. The business shall only be permitted to operate between the hours of 5:00 a.m. to 12:00 a.m. daily.
38. Directional signs are not to exceed three square-feet per sign.
39. No new pole signs or monument signs are permitted. The business shall co -locate on existing monument and pole signs within the shopping center.
40. The operator of the business shall maintain an active business license and ensure that the business license renewed annually.
Indemnification Agreement
The Applicant shall defend, indemnify, and hold harmless the City, its agents, officers, and employees from any and all claims, actions, proceedings, damages, judgments, or costs, including attorney's fees, against the City or its agents, officers, or employees, relating to the issuance of this permit including, but not limited to, any action to attack, set aside, void, challenge, or annul this development approval and any environmental document or decision. The City will promptly notify the Applicant of any claim, action, or proceeding. The City may elect to conduct its own defense, participate in its own defense, or obtain independent legal counsel in defense of any claim related to this indemnification. In the event of such election, the Applicant shall pay all of the costs related thereto, including without limitation reasonable attorney's fees and costs. In the event of a disagreement between the City and Applicant regarding litigation issues, the City shall have the authority to control the litigation and make litigation related decisions, including, but not limited to, settlement or other disposition of the matter. However, the Applicant shall not be required to pay or perform any settlement unless such settlement is approved by the Applicant.
Section 3: The City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of orginal Resolutions.
PASSED and ADOPTED this 21st day of April, 2026.
__________________________
Ron Morrison, Mayor
ATTEST:
_____________________________
Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:
_____________________________
Heidi Skinner, Interim City Attorney
RESOLUTION NO. 2026-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA,
APPROVING THE APPEAL AND OVERTURNING THE PLANNING COMMISSION
APPROVAL OF A CONDITIONAL USE PERMIT FOR A DRIVE-THROUGH COFFEE SHOP TO BE LOCATED AT 1838 SWEETWATER ROAD.
WHEREAS, the Planning Commission of the City of National City considered the Conditional Use Permit application at a duly advertised public hearing held on October 20 , 2025, at which time the Commission approved the Conditional Use Permit; and
WHEREAS, subsequent to the Planning Commission approval of the Conditional Use Permit, the appellant appealed the decision of the Planning Commission to the City Council; and
WHEREAS, the City Council of the City of National City considered the appeal of the Planning Commission’s approval of the Conditional Use Permit at a duly advertised public hearing held on April 21, 2026, at which time oral and documentary evidence was presented; and
WHEREAS, at said public hearing the City Council considered the staff report contained in Case File No. 2025 -29 CUP maintained by the City and incorporated herein by reference along with evidence and testimony at said hearing; and
WHEREAS, this action is taken pursuant to all applicable procedures required by State law and City law; and
WHEREAS, the action hereby taken is found to be essential for the preservation of the public health, safety and general welfare.
NOW, THEREFORE, THE CITY COUNCIL OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:
Section 1: That the City Council hereby approves the appellants’ appeal of and overturns the Planning Commission’s decision to approve Conditional Use Permit 2025-29 CUP for a drive-through coffee shop to be located at 1838 Sweetwater R oad, and is supported by the following finding:
1. Granting the permit would constitute a nuisance or be injurious or detrimental to the public interest, health, safety, convenience, or welfare, or materially injurious to persons, property, or improvements in the vicinity and zone in which the property is located, because it would contribute to a concentration of unhealthy fast food eating places.
Section 2: That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.
PASSED and ADOPTED this 21st day of April, 2026.
__________________________
Ron Morrison, Mayor
ATTEST:
_____________________________
Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:
_____________________________
Heidi Skinner, Interim City Attorney
AGENDA REPORT
Department: Engineering & Public Works
Prepared by: Luca Zappiello, Principal Civil Engineer Meeting Date: Tuesday, April 21, 2026
Approved by: Alejandro Hernandez, Acting City Manager
SUBJECT:
Public Hearing and Adoption of a Resolution of the City Council of the City of National City amending the previously adopted Transportation Development Impact Fee (TDIF) schedule and annual adjustment to the TDIF.
RECOMMENDATION:
Hold the Public Hearing and Adopt the Resolution Entitled, “Resolution of the City Council of the City of National City, California, Amending the Previously Adopted Transportation Development Impact Fee (TDIF) Schedule and Annual Adjustment to the TDIF, Pursuant to National City Municipal Code Section 4.52.100 and Consistent with Government Code Section 66017, Approving an Adjustment to the TDIF as Required by the San Diego Association of Governments (SANDAG) for Receipt of TransNet Local Street Improvement Revenues, Resulting in the TDIF Increasing from $3,047.57 Per New Residential Dwelling Unit to $3,109.88 Per Unit Beginning July 1, 2026.”
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:
Not Applicable.
EXPLANATION:
In November 2004, San Diego County voters approved local Proposition A extending the TransNet ½ cent sales tax to fund the region’s transportation system for 40 years. As part of Proposition A and the TransNet Extension Ordinance, the Regional Transportation Congestion Improvement Program (RTCIP) was created to ensure that new development directly invests in the region’s transportation system to offset the negative impacts of growth on congestion and mobility. One of the requirements of the RTCIP was that by July 1, 2008, each local agency must contribute $2,000 from exactions imposed on the private sector for each new residence constructed within each jurisdiction. Failure to do so would result in an agency’s loss of TransNet funding for improvement of local streets. Cities have the authority to impose impact fees under the Mitigation Fee Act contained in California Government Code sections 66000 through 66025.
Therefore, on April 1, 2008, to satisfy the requir ements of the TransNet RTCIP for receipt and expenditure of TransNet funds, the City Council adopted Ordinance No. 2008 -2310 amending Title 4 of the National City Municipal Code by adding Chapter 4.52 “Establishing and Approving a Transportation Developmen t Impact Fee for Capital Improvement Projects Necessary to Maintain Acceptable Levels of Traffic and Transportation Service Within the City”.
The TransNet Extension Ordinance requires that the RTCIP transportation mitigation fee charged by local jurisdictions be adjusted every year on July 1 in order to maintain the purchasing power of the program for improvements to the Regional Arterial System. On February 2 7, 2026, the
SANDAG Board of Directors approved an adjustment to the RTCIP, raising the minimum fee from $3,047.57 per new residential dwelling unit to $3,109.88 per unit beginning July 1, 2026.
The following table summarizes the adjusted Transportation Development Impact Fee (TDIF) schedule for new residential development, which will go into effect on July 1, 2026, if adopted by City Council. The TDIF shall be collected prior to the issuance of any building permit for new residential development in the City of National City.
Residential Land Use Fee
Single-family
$3,109.88 per dwelling unit
Multi-family
$3,109.88 per dwelling unit
FINANCIAL STATEMENT:
TDIF Revenue s will increase by $62.31 per dweling unit beginning July 1, 2026. Amounts received are deposited into a special fund, the Transportation Development Impact Fee (TDIF) fund. Amounts received for single family dwelling units are recorded in account 326-10-31-31100- 3162-. Amounts received for multi-family dwelling units are recorded in a ccount 326-10-31- 31100-3163-.
RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:
Transportation Choices and Infrastructure
ENVIRONMENTAL REVIEW:
This is not a project under CEQA and is therefore not subject to environmental review.
CCR15378; PRC 21065.
PUBLIC NOTIFICATION:
The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.
ORDINANCE:
Not Applicable
EXHIBITS:
Exhibit A – Public Hearing Notice
Exhibit B – Resolution
CITY OF NATIONAL CITY
NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that the City Council of the Cit y of National City will hold a Public Hearing to Consider adoption of a Resolution entitled,
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL
CITY AMENDING THE PREVIOUSLY ADOPTED
TRANSPORTATION DEVELOPMENT IMPACT FEE (TDIF)
SCHEDULE AND ANNUAL ADJUSTMENT TO THE TDIF,
PURSUANT TO NATIONAL CITY MUNICIPAL CODE SECTION
4.52.100 AND CONSISTENT WITH GOVERNMENT CODE SECTION
66017, APPROVING AN ADJUSTMENT TO THE TDIF AS
REQUIRED BY THE SAN DIEGO ASSOCIATION OF
GOVERNMENTS (SANDAG) FOR RECEIPT OF TRANSNET LOCAL
STREET IMPROVEMENT REVENUES, RESULTING IN THE TDIF
INCREASING FROM $3,047.57 PER NEW RESIDENTIAL
DWELLING UNIT TO $3,109.88 PER UNIT BEGINNING JULY 1 ,
2026.
DATE OF MEETING: Tuesday, April 21, 2026
TIME OF MEETING: 6:00 p.m.
LOCATION OF MEETING: City of National City – Council Chambers 1243 National City Blvd.
National City, CA 91950
STAFF: Luca Zappiello, Principal Civil Engineer
EMAIL: [email protected]
PHONE NUMBER: (619) 336-4360
If you wish to express concerns in favor or against the above, you may appear in person at the above described meeting or submit your concerns in writing via email to the City Clerk at [email protected] by 2:00 P.M. on the day of the City Council Meeting . For information on registering to provide public comment via Zoom please visit the City Clerk’s webpage at https://www.nationalcityca.gov/government/city- clerk/public-comments
If you challenge the matter in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City Council at, or prior to, the public hearing. If you have special needs requiring assistance at the meeting, please call the City Clerk’s Office at (619) 336 -4228 at least 24 hours prior to the meeting so that accommodations can be arranged.
Shelley Chapel, MMC, City Clerk
Published in the Star News: Friday, April 10, 2026
RESOLUTION NO. 2026 -
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY , CALIFORNIA,
AMENDING THE PREVIOUSLY ADOPTED TRANSPORTATION DEVELOPMENT IMPACT
FEE (TDIF) SCHEDULE AND ANNUAL ADJUSTMENT TO THE TDIF, PURSUANT TO NATIONAL CITY MUNICIPAL CODE SECTION 4.52.100 AND CONSISTENT WITH GOVERNMENT CODE SECTION 66017, APPROVING AN ADJUSTMENT T O THE TDIF AS
REQUIRED BY THE SAN DIEGO ASSOCIATION OF GOVERNMENTS (SANDAG) FOR
RECEIPT OF TRANSNET LOCAL STREET IMPROVEMENT REVENUES, RESULTING IN THE TDIF INCREASING FROM $3,047.57 PER NEW RESIDENTIAL DWELLING UNIT TO $3,109.88 PER UNIT BEGINNING JULY 1, 2026.
WHEREAS, in November 2004, San Diego County voters approved local Proposition A extending the TransNet ½ cent sales tax to fund the region’s transportation system for 40 years and, as part of Proposition A and the TransNet Extension Ordinance, the Regional Transportation Congestion Improvement Program (RTCIP) was created to ensure that new development directly invests in the region’s transportation system to offset the negative impacts of growth on congestion and mobility; and
WHEREAS, one of the requirements of the RTCIP was that , by July 1, 2008, each local agency must contribute $2,000 from exactions imposed on the private sector for each new residence constructed within each jurisdiction , and failure to do so would res ult in an agency’s loss of TransNet funding for improvement of local streets; and WHEREAS, on April 1, 2008, to satisfy the requirements of the TransNet RTCIP for receipt and expenditure of TransNet funds, the City Council adopted Ordinance No. 2008-2310 amending Title 4 of the National City Municipal Code by adding Chapter 4.52 “Establishing and Approving a Transportation Development Impact Fee for Capital Improvement Projects Necessary to Maintain Acceptable Levels of Traffic and Transportation Service Within the City”; and WHEREAS, the TransNet Extension Ordinance requires that the RTCIP transportation mitigation fee charged by local jurisdictions be adjusted every year on July 1 in order to maintain the purchasing power of the program for improvements to the Regional Arterial System; and
WHEREAS, on February 2 7, 202 6, the SANDAG Board of Directors approved an adjustment to the RTCIP, raising the minimum fee from $3,047.57 per new residential dwelling unit to $3,109.88 per unit beginning July 1, 2026.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:
Section 1: That the City Council hereby amends the Transportation Development Impact Fee from $3,047.57 per new residential dwelling unit to $3,109.88 per unit beginning July 1, 2026.
Section 2: That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.
PASSED and ADOPTED this 21st day of April, 2026.
Ron Morrison, Mayor
ATTEST:
Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:
Heidi Skinner, Interim City Attorney
AGENDA REPORT
Department: Finance
Prepared by: Sean W. Pfeifer, Management Analyst
Meeting Date: Tuesday, April 21, 2026
Approved by: Alejandro Hernandez, Acting City Manager
SUBJECT:
Public Hearing: Fiscal Year 2027 National City User Fee Schedule
RECOMMENDATION:
Hold a Public Hearing and Adopt the Resolution Entitled, “Resolution of the City Council of the City of National City, California, Adopting Updated City User Fees and Updating the Master Fee Schedule.”
BOARD/COMMISSION/COMMITTEE PRIOR ACTION:
Not Applicable.
EXPLANATION:
In 2024 and early 2025, City staff worked with consultants from Willdan Financial Services to perform a study to create a model that would establish the basis for the City’s new, updated Cost Allocation Plan and Master Fee Schedule. The previous fee schedule was based upon a model created in 2018 and had most recently been updated in 2022. City staff presented the new Cost Allocation Plan and Master Fee Schedule to the City Council at a public hearing on June 3, 2025, and the Council adopted the 2025 Master Fee Schedule on the same date. The fee schedule was subsequently amended on January 20, 2026, to rectify clerical errors, update the sundowning fees, and clarify existing fees. The 2025 Master Fee Schedule intended to recover City costs associated with providing services to the public, and the expense data used to calculate the fees was pulled from Fiscal Year 2023-24.
In adopting the Master Fee Schedule, the City Council authorized staff to “annually review user fees to ensure cost recovery is maintained in future years based on the Consumer Price Index or other relevant data that may be available and make recommendations for changes to the Master Fee Schedule to the City Council.” City staff now proposes to increase the user fees by the inflation rate observed in calendar year 2025 to support the City’s recovery of costs associated with providing the services. Furthermore, staff proposes to increase the fee schedule’s fully burdened hourly rates to account for changes to hourly rates for staff time since the beginning of the 2026 fiscal year.
On February 13, 2026, t he United States Bureau of Labor Statistics (BLS) reported that the core Consumer Price I ndex (CPI) rate of inflation in the San Diego – Carlsbad Metropolitan Area was 2.6% in the year to January 2026. Therefore, City staff proposes to increase the City’s user fees by 2.6%. Staff recommends that Parks and Recreation fees be excluded from this increase in the interest of maintaining accessibility to the community. Other fees that are established by contracts and legislation are also excluded from this increase, as are fees that were established as part of separate studies such as the Development Impact Fees (DIF) and Sewer Capacity Fees. Additionally, City staff proposes to leave fees that would have seen an increase less than one dollar ($1.00) unchanged. A breakdown of the fees that staff proposes to
increase to account for inflation can be found in Exhibit D, “Proposed Changes to the Master Fee Schedule.”
The recent salary changes increased City staff salaries up to the San Diego area median.
The Willdan study estimated Fully Burdened Hourly Rates by taking the upper limit of each position as determined by the previous salary schedule and adding benefit and overhead costs.
Staff has updated the rates using Willdan’s model and the new salary rates. A full list of the new Fully Burdened Hourly Rates can be found in Exhibit E, “2027 City of National City Fully Burdened Hourly Rates.”
In addition to increasing existing fees by inflation or to account for changes in staff hourly rates, staff proposes the introduction of five new fees, including Cannabis permit fees and a Police Department Live Scan fee.
The City Manager’s Office and Finance Department propose the introduction of the following Cannabis permit fees:
1. The Cannabis CBP Renewal Fee: $1,011.00
2. The Annual CBP Fee: $1,500.00
3. The Cannabis Compliance Inspection Fee: $2,400.00
4. The Cannabis Financial Audit Fee: $6,500.00
The new fees will cover permit renewals and compliance costs associated with administering the City’s Cannabis Retail Program and were established in a cost study performed by SCI Consulting Group in 2021. A memorandum from SCI Consulting Group regarding the new fees can be found in Exhibit F, “SCI Consulting Group Memo Regarding the Proposed Cannabis Permit Fees.”
The National City Police Department proposes to introduce a Live Scan Service Fee of $52.00. The Police Department currently has the required equipment and proposes to offer Live Scan fingerprinting services to the community. The charge will include the California Department of Justice’s processing fees as well as providing cost recovery for the staff time associated with administering the fingerprint tests and fulfilling the corresponding customer assistance, processing, and administrative duties. Further disc ussion of the Live Scan Service Fee can be found in Exhibit G, “Police Department Memo Regarding the Proposed Live Scan Fee.”
The Fire Department proposes to remove the CPR Training fee from the Fee Schedule, as it is not a service that the department currently provides separate from other programming.
The table below summarizes the number of fees by department with (1) recommended increases, (2) recommended decreases and fees to remove , (3) fees with no change, and (4) proposed new fees.
Department Recommended
Increases
Recommended
Decreases and
Removals
Fees with No
Change
New
Fees
Building 155 0 4 0
City Clerk 0 0 8 0
Community Services 23 0 53 0
Parks 1 0 5 0
Engineering & Public Works 20 0 19 0
Fire 106 1 4 0
Finance & City Manager's Office 13 0 19 4
Neighborhood Services 11 0 56 0
Planning 38 0 4 0
Police 15 0 10 1
Housing & Economic Development 22 0 3 0
404 1 185 5
Changes to City fees require a public hearing, and upon approval, do not become effective for at least sixty (60) days. If adopted at the April 21 meeting , the updated Master Fee Schedule as presented in Exhibit B would be effective on July 1, 2026.
FINANCIAL STATEMENT:
While the amount of revenue attributable to fees for services is dependent upon the mix and quantity of services requested, staff expects an overall moderate increase in fee revenues and cost recovery should the updated fees be adopted.
RELATED CITY COUNCIL 2020-2025 STRATEGIC PLAN GOAL:
Balanced Budget and Economic Development
ENVIRONMENTAL REVIEW:
This is not a project under CEQA , and is therefore , not subject to environmental review.
CCR15378; PRC 21065.
PUBLIC NOTIFICATION:
The Agenda Report was posted at least 72 hours before the Regular Meeting date and time, and 24 hours before a Special Meeting in accordance with the Ralph M. Brown Act.
ORDINANCE:
Not Applicable
EXHIBITS:
Exhibit A – Resolution
Exhibit B – Proposed 2027 Master Fee Schedule
Exhibit C – Proposed Changes to the 2025 Master Fee Schedule Exhibit D – 2025 Master Fee Schedule, Adopted June 3, 2025 & Amended January 20, 2026 Exhibit E – 2027 City of National City Fully Burdened Hourly Rates Exhibit F – SCI Consulting Group Memo Regarding the Proposed Cannabis Permit Fees Exhibit G – Police Department Memo Regarding the Proposed Live Scan Fee
RESOLUTION NO. 2026 -
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY , CALIFORNIA, ADOPTING UPDATED CITY USER FEES AND UPDATING THE MASTER FEE SCHEDULE.
WHEREAS, cities throughout the State face limited resources, making it critical for them to ensure that their fees for required or requested services reflect the cost recovery that is consistent with California law and do not exceed the estimated reasonable cost of providing the service for which the fee is charged; and
WHEREAS, on June 3, 2025, the City of National City (“City”) adopted the City of National City Master Fee Schedule via Resolution 2025-62; and
WHEREAS, on January 20, 2026, the City amended the Master Fee Schedule to include updated user fees for the Neighborhood Servic es, Engineering & Public Works, and Building Departments via Resolution 2026-08; and
WHEREAS, the Master Fee Schedule includes a number of user fees, which are charges for service provided by a governmental agency to the public for services that primarily benefit individual users rather than the community at large; and
WHEREAS, on adoption of the Master Fee Schedule, the City Council authorized City staff to annually review user fees to ensure cost recovery is maintained in future years based on the Consumer Price Index or other relevant data that may be available and make recommendations for changes to the Master Fee Schedule to the City Council; and
WHEREAS, in the twelve months prior to January 2026, the United States Bureau of Labor Statistics observed a core Consumer Price Index inflation rate of 2.6%; and
WHEREAS, additionally, the City has concluded negotiations with its represented employee groups, including compensation increases that resulted in increased hourly rates for staff which the City must account for in its cost recovery plans; and WHEREAS, the updated user fees include five new fees, 404 increased fees, one decreased fee, and 185 unchanged fees, as shown in Exhibit C to the Agenda Report; and WHEREAS, changes to City fees require a public hearing and, upon approval, do not become effective for at least sixty (60) days; and
WHEREAS, a public hearing was noticed for and held on April 21, 2026, in accordance with State law; and
WHEREAS, upon approval, the updated user fees will become effective on July 1, 2026.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF NATIONAL CITY, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:
Section 1: That the City Council hereby authorizes the adoption of the user fees as listed in Exhibit C to the Agenda Report, while all other user fees adopted by Resolution 2025-62, as amended by Resolution 2026-08, shall remain the same. The updated Master Fee Schedule is attached to the Agenda Report as Exhibit B.
Section 2: That the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.
PASSED and ADOPTED this 21st day of April, 2026.
Ron Morrison, Mayor
ATTEST:
Shelley Chapel, MMC, City Clerk
APPROVED AS TO FORM:
Heidi Skinner, Interim City Attorney
CITY OF NATIONAL CITY
MASTER FEE SCHEDULE
Fiscal Year 2026 - 2027
Adopted June 3, 2025 and
Amended January 20, 2026
and April 21, 2026
Effective July 1, 2026
Building
# Description Fiscal Year 2027 Fee
1 Travel and Documentation (standard) (2 trips) $ 191.00 2 Travel and Documentation (each additional trip) $ 129.00 3 Permit Issuance $ 66.00 4 Construction & Demolition Admin Fee $ 121.00 Mechanical Permit Fees
5 Air Conditioning Unit $ 128.00 6 Furnaces (F. A. U., Floor) $ 128.00 7 Wall Heater $ 128.00 8 Appliance Vent/Chimney (Only) $ 161.00 9 Refrigeration Compressor $ 161.00 10 Boiler $ 183.00 11 Chiller $ 183.00 12 Heat Pump (Package Unit) $ 179.00 13 Heater (Unit, Radiant, etc.) $ 128.00 14 Air Handler $ 161.00 15 Duct Work Only $ 191.00 16 Evaporative Cooler $ 214.00 17 Make-up Air System $ 191.00 18 Moisture Exhaust Duct (Clothes Dryer) $ 191.00 19 Vent Fan (Single Duct) $ 191.00 20 Vent System $ 191.00 21 Exhaust Hood and Duct (Residential) $ 191.00 22 Exhaust Hood- Type I (Commercial Grease Hood) $ 214.00 23 Exhaust Hood - Type II (Commercial Steam Hood) $ 214.00 24 Non- Residential Incinerator $ 214.00 25 Refrigerator Condenser Remote $ 214.00 26 Walk- in Box I Refrigerator Coil $ 214.00 Electrical Permit Fees
27 New/Upgraded Service - Per 100 Amps or portion thereof $ 183.00 All Other Types of Construction
28 15 to 20 amp Circuit - First 10 circuits $ 214.00 29 15 to 20 amp Circuits - Per circuit after first 10 $ 19.00 30 25 to 40 amp circuits $ 65.00 31 50 to 175 amp circuits $ 89.00 32 200 amp and larger circuits $ 111.00 33 Temporary Power Pole $ 214.00 34 Generator Installation - up to 100kW $ 738.00 35 Generator Installation - per 100kW or portion thereof after first 100kW $ 214.00 Plumbing Permit Fees
36 Fixtures, each fixture $ 22.00 37 Gas System $ 191.00
38 Building Sewer $ 191.00 39 Grease Trap $ 214.00 40 Backflow Preventer 1 through 5 $ 214.00 41 Backflow Preventer - each additional (More than 5) $ 125.00 42 Roof Drain - Rainwater System $ 191.00 43 Water Heater - Residential (No Admin Fee) $ 76.00 44 Water Heater - Commercial $ 191.00 45 Water/Drain Pipe Repair/Replacement/Alteration - Per 100 Linear Feet or portion thereof $ 191.00 46 Drinking Fountain $ 191.00 47 Solar Water System Fixtures $ 214.00 Miscellaneous
48 Repetitive plan check review - Applicable to a Single-Family Residential Development with 4 or more total units of the same square footage, floor plan setbacks, and elevations.
First permit at 100% of
Fee Schedule Rate, each
additional at 25% for Plan
Check Fee, Inspections @
Full Fee Schedule Rate
49 Telecom Facility Equipment Container $ 886.00 50 New Telecom Tower $ 707.00 51 Collocation on Existing Telecom Tower $ 628.00 52 Attached Awning/Canopy $ 584.00 53 Balcony Addition $ 707.00 54 Building Moving Application Fee $ 832.00 55 Carport $ 822.00 56 Change of Occupancy $ 222.00 57 Close Existing Openings $ 883.00 58 Compliance Inspections/Reinspection's $ 139.00 59 Condo Conversion $ 785.00 60 Covered Porch $ 709.00 61 Deck $ 708.00
62 Demolition - Residential $ 407.00 63 Demolition- Multifamily/Commercial $ 412.00 64 Door-New $ 443.00 65 Drywall (first 500 sq.ft.} $ 205.00 66 Each additional 100 sq.ft. $ 62.00 67 Fence or Freestanding Wall (non- masonry) >7 feet in height $ 438.00 68 Each additional 100 lin. Feet $ 62.00 69 Fence or Freestanding Wall (masonry) >4 feet in height $ 518.00 70 Each additional 100 lin. Feet $ 62.00 71 Fireplace - Masonry $ 700.00 72 Fireplace - Pre-Fabricated/Metal $ 399.00 73 Flag pole (over 30 feet in height) $ 485.00 74 Residential Garage (Attached or Detached) $ 1,022.00 75 Residential Greenhouse $ 422.00 76 Insulation - First 500 Sq Ft. $ 270.00
77 Insulation - Per 100 Sq Ft. or portion thereof after first 500 Sq Ft. $ 82.00 78 Lighting pole $ 485.00 79 Each additional pole $ 77.00 80 Interior Partition Wall - First 30 Linear Feet $ 579.00 81 Interior Partition Wall - Per 30 Linear Feet or portion thereof after first 30 Linear Feet $ 127.00 82 Patio Cover without calcs $ 691.00 83 Patio Cover with calcs $ 786.00 84 Photovoltaic System $ 431.00 85 Foundation - Cast in place concrete (first 10 piles) $ 599.00 86 Foundation - Additional cast in place piles (increments of 10) $ 141.00 87 Foundation - Driven (steel, pre-stressed concrete) $ 614.00 88 Foundation - Additional driven piles (increments of 10) $ 156.00 89 Pre- Plan Check Appointments (first hour) $ 281.00 90 Pre-Plan Check appt (each add'l1/2 hour) $ 140.00 91 Residential Remodel (Including Garage Conversions) - First 500 Sq Ft. $ 881.00 92 Residential Remodel (Including Garage Conversions) - Per 100 Sq. Ft. or portion thereof after first 500 Sq Ft. $ 69.00 93 Re-Roof - First 500 Sq Ft. $ 324.00 94 Re-Roof - Per 100 Sq Ft. or portion thereof after first 500 Sq Ft. $ 64.00 95 Re-Roof - TPO Membrane (First 3 inspections) $ 443.00 96 Re-Roof - TPO Membrane (Per inspections after first 3) $ 147.00 97 Roof Structure Replacement - First 500 Sq Ft. $ 739.00 98 Roof Structure Replacement - Per 100 Sq Ft. or portion thereof after first 500 Sq. Ft. $ 74.00 99 Residential Re- Plumb (Flat Rate) $ 191.00 100 Residential Re-Wire (Flat Rate) $ 191.00 101 Residential Room Addition (Single Story) - First to 500 Sq Ft. $ 1,039.00 102 Residential Room Addition (Single Story) - Per 100 Sq Ft. or portion thereof after first 500 Sq Ft. $ 132.00 103 Residential Room Addition (Single Story with Structural Calculations) - First 500 Sq Ft. $ 1,340.00 104 Residential Room Addition (Single Story with Structural Calculations) - Per 100 Sq Ft. or portion thereof after first 500 Sq Ft. $ 72.00 105 Residential Room Addition (Multi Story) - First 500 Sq. Ft. $ 1,417.00 106 Residential Room Addition (Multi Story) - Per 100 Sq. Ft. or portion thereof after first 500 Sq. Ft. $ 69.00 107 Residential Room Addition (Multi Story with Structural Calculations) - First 500 Sq. Ft. $ 1,591.00 108 Residential Room Addition (Multi Story with Structural Calculations) - Per 100 Sq. Ft. or portion thereof after first 500 Sq. Ft. $ 135.00 109 Sauna $ 468.00 110 Siding - First 400 Sq. Ft. $ 255.00 111 Siding - Per 100 Sq. Ft. or portion thereof after first 400 Sq Ft. $ 62.00 112 Pole Sign, Non-electric $ 422.00
113 Pole Sign, Electric $ 493.00 114 Wall/Awning Sign, Non-electric $ 367.00 115 Wall Sign-Electric $ 390.00 116 Skylight $ 524.00 117 Spa or Hot Tub (Pre-Fabricated) $ 390.00 118 Stairs-First Flight $ 453.00 119 each additional flight $ 101.00 120 Storage Racking (taller than 5'9") - First 100 Sq Ft. $ 511.00 121 Storage Racking (taller than 5'9") - Per 100 Sq Ft. or portion thereof after first 100 Sq Ft. $ 69.00 122 Stucco - First 400 Sq Ft. $ 318.00 123 Stucco - Per 100 Sq Ft. or portion thereof after first 400 Sq Ft. $ 69.00 124 Residential Swimming Pool/Spa (Not Pre-Fabricated) - First 800 Sq Ft. $ 786.00 125 Residential Swimming Pool/Spa (Not Pre-Fabricated) - Per 100 Sq. Ft. or portion thereof after first 800 Sq Ft. $ 72.00 126 Commercial Swimming Pool/Spa (Not Pre-Fabricated) - First 800 Sq Ft. $ 874.00 127 Commercial Swimming Pool/Spa (Not Pre-Fabricated) - Per 100 Sq Ft. or portion thereof after first 800 Sq Ft. $ 72.00 128 New Window (Non-Structural) $ 514.00 129 New Window (Non-Structural) - Each additional window $ 69.00 130 New Window/Sliding Glass Door (Structural) $ 600.00 131 New Window (Structural) - Each additional window/sliding glass door $ 69.00 132 Window Retrofit/Repair - First 10 Windows $ 280.00 133 Window Retrofit/Repair - Each additional 5 windows after first 10 $ 62.00 134 Standard Hourly Plan Check Rate $ 182.00 135 Research Hourly Rate of Personnel
136 Supplemental Inspection Fee $ 147.00 137 Emergency (Non- Scheduled) Call- Out Fee $ 524.00 138 After Hours (Scheduled) Call- Out Fee $ 272.00 139 Each additional hour $ 147.00 140 Pubic Records Act Copies Refer to City Clerk Fees
141 Duplication of Building Plans $ 140.00 142 Certificate of Occupancy $ 117.00 143 Certificate of Occupancy (Duplicate) $ 72.00 144 Temporary Certificate of Occupancy $ 357.00 145 Job Card Replacement $ 53.00 146 Refund Processing $ 191.00 147 Change of Contractor/Designer/Owner/ or Applicant $ 191.00 148 Product Review $ 125.00 149 Alternate Means or Methods Request/Research $ 233.00 150 Additional Plan Check Fee after Third Submittal $ 182.00 151 Supplemental Plan Check/Plan Change $ 182.00 152 Trash Enclosure $ 500.00
153 Commercial Coach (Construction/Temporary Trailers) $ 311.00 154 Modular Structures $ 834.00 155 Mezzanine - First 500 Sq Ft. $ 598.00 156 Mezzanine - Per 100 Sq Ft. or portion thereof after first 500 Sq Ft. $ 62.00 157 Electrical Vehicle Charging Station - Residential $ 230.00 158 Electrical Vehicle Charging Station - Commercial $ 311.00 159 Electrical Vehicle Charging Station - Each additional charger $ 190.00 City Clerk
# Description Fiscal Year 2027 Fee
1 Campaign Disclosure Form $ 0.10 2 Documents provided on USB flash drive (City provides flash drive) $ 28.00 3 Documents provided on USB flash drive (Requestor provides flash drive) $ 23.00 4 Copies - 8x11 - first page $ 1.00 5 Copies - 8x11 - additional page $ 0.15 6 Passport Execution Fee $ 35.00 7 Passport Photo Fee $ 16.00 8 Passport Expedited Postage Current Rate
Community Services
# Description Fiscal Year 2027 Fee
Las Palmas Pool Program Fees
1 Recreation Swimming - adult resident $ 3.00 2 Recreation Swimming - youth resident 0-12 years $ 1.00 3 Recreation Swimming - senior resident 65 or older $ 1.50 4 Recreation Swimming - adult non-resident $ 5.00 5 Recreation Swimming - youth non-resident 0-12 years $ 4.00 6 Recreation Swimming - senior non-resident 55 or older $ 4.00 7 Private Swim Lesson - resident per class $ 20.00 8 Private Swim Lesson - non-resident per class $ 30.00 9 Learn to Swim Program - resident per class $ 5.00 10 Learn to Swim Program - non-resident per class $ 7.00 11 Swim Pass (30 entries) - adult resident $ 45.00 12 Swim Pass (30 entries) - youth resident 0-12 years $ 20.00 13 Swim Pass (30 entries) - senior resident 65 or older $ 30.00 14 Swim Pass (30 entries) - adult non-resident $ 75.00 15 Swim Pass (30 entries) - youth non-resident 0-12 years $ 60.00 16 Swim Pass (30 entries) - senior non-resident 65 or older $ 60.00 17 Monthly Membership – adult resident $ 36.00 18 Monthly Membership – senior and youth resident $ 18.00 19 Monthly Membership – household residents (2 adults, 3 children) $ 108.00 20 Monthly Membership – additional youth resident $ 7.20
21 Monthly Membership – adult non-resident $ 48.00 22 Monthly Membership – senior and youth non-resident $ 36.00 23 Monthly Membership – household non-residents (2 adults, 3 children) $ 204.00 24 Monthly Membership – additional youth non-resident $ 14.40 25 Swim Team - youth novice per month $ 50.00 26 Swim Team - youth intermediate per month $ 60.00 27 Swim Team - youth advanced per month $ 75.00 28 Masters Swim per month $ 30.00 29 Masters Swim per day $ 5.00 30 Water Polo Clinic - resident per class $ 5.00 31 Water Polo Clinic - non-resident per class $ 7.00 32 American Red Cross Lifeguard Training Course $ 175.00 33 American Red Cross CPR Course $ 50.00 34 American Red Cross First Aid Course $ 50.00 Las Palmas Pool Facility Rental Fees
35 Lifeguard Fee - per hour, per guard $ 25.00 36 Pool Rental 50 meter lane - schools per lane, per hour $ 12.00 37 Pool Rental 50 meter lane - non-profit per lane, per hour $ 15.00 38 Pool Rental 50 meter lane - commercial per lane, per hour $ 20.00 39 Pool Rental whole pool - schools per hour $ 100.00 40 Pool Rental whole pool - non-profit per hour $ 130.00 41 Pool Rental whole pool - commercial per hour $ 175.00 42 Pool Rental water polo course - schools per hour $ 75.00 43 Pool Rental water polo course - non-profit per hour $ 85.00 44 Pool Rental water polo course - commercial per hour $ 100.00 45 Pool Birthday Party (2 hours) - resident $ 150.00 46 Pool Birthday Party (2 hours) - non-resident $ 200.00 Recreation Program Fees
47 Contractual Classes Revenue Sharing - Instructor/City 70%/30% 48 Recreation Program - adult resident 40% of the cost 49 Recreation Program - adult non-resident 70% of the cost 50 Recreation Program - youth resident 15% of the cost 51 Recreation Program - youth non-resident 70% of the cost 52 Summer Camp - youth resident 25% of the cost
53 Summer Camp - youth non-resident 50% of the cost
Facility Rental Fees
54 MLK South Facility Use Fee - non-profit resident per hour $ 225.00 55 MLK North Facility Use Fee - non-profit resident per hour $ 225.00 56 MLK Combined Facility Use Fee - non-profit resident per hour $ 307.00 57 MLK South Facility Use Fee - non-profit non-resident per hour $ 246.00 58 MLK North Facility Use Fee - non-profit non-resident per hour $ 246.00 59 MLK Combined Facility Use Fee - non-profit non-resident per hour $ 246.00 60 MLK Kitchen Facility Use Fee $ 215.00 61 MLK South Set-up Fee $ 123.00
62 MLK North Set-up Fee $ 179.00 63 MLK Combined Set-up Fee $ 256.00 64 Stage Set-up Fee $ 307.00 65 Recreation Center Facility Use Fee - non-profit resident per hour $ 51.00 66 Recreation Center Facility Use Fee - non-profit non-resident per hour $ 76.00 67 Alcohol Processing Fee $ 205.00 68 Administrative Processing Fee (facility rentals) $ 51.00 69 AV Equipment Set-up/Clean Up $ 102.00 70 Kitchen Deposit $ 61.00 71 MLK Cleaning and Damage Deposit with alcohol $ 615.00 72 MLK Cleaning and Damage Deposit without alcohol $ 307.00 73 Cleaning and Damage Deposit with alcohol $ 410.00 74 Cleaning and Damage Deposit without alcohol $ 102.00 75 AV Equipment Deposit $ 102.00 76 Special Event Vendor Fee $ 102.00 Parks
# Description Fiscal Year 2027 Fee
Athletic Fields and Facility Fees
1 Athletic Field Lights – resident per hour $ 10.00 2 Athletic Field Lights - non-resident per hour $ 20.00 3 Athletic Field/Facility Use Fee - non-resident per hour $ 51.00 4 Athletic Field/Facility Maintenance Fee - non-resident per participant $ 10.00 5 Administrative Processing Fee (sports field rentals) $ 30.00 6 Inflatable Jumper Permit $ 25.00 Engineering & Public Works
# Description Fiscal Year 2027 Fee
Engineering Services
Engineering Reviews and Permits
1 Assistant Engineer-Civil $ 166.00 2 Associate Engineer-Civil $ 187.00 3 Assistant Director of Engineering & PW $ 278.00 4 City Engineer $ 351.00 5 Civil Engineering Technician $ 126.00 6 Director of Engineering & PW $ 351.00 7 Principal Civil Engineer $ 245.00 8 Senior Civil Engineering Technician $ 139.00 9 Senior Construction Inspector $ 152.00 10 Contract Services Actual
Engineering Inspections
11 Assistant Engineer-Civil $ 166.00 Parks
12 Associate Engineer-Civil $ 187.00 13 Assistant Director of Engineering & PW $ 278.00 14 City Engineer $ 351.00 15 Civil Engineering Technician $ 126.00 16 Director of Engineering & PW $ 351.00 17 Principal Civil Engineer $ 245.00 18 Senior Civil Engineering Technician $ 139.00 19 Senior Construction Inspector $ 152.00 20 Contract Services Actual
21 Permit Fee - Admin $ 102.00 22 Notice of Violation $ 307.00 Sewer Capacity Fees
23 District Service Fee Equivilant Dwelling Unit of 280 GPD $ 1,930.00 24 Apartment House/ Duplex 1 Bedroom Unit $ 1,160.00 25 Apartment House/ Duplex 2 Bedroom Unit $ 1,450.00 26 Apartment House/ Duplex 3 Bedroom Unit $ 1,930.00 27 Apartment House/ Duplex Each Bedroom in excess of 3 Bedrooms $ 480.00 28 Condominiums Each Individual Unit $ 1,930.00 29 Hotels/ Motels/ Auto Courts per living unit w/o kitchen $ 530.00 30 Hotels/ Motels/ Auto Courts per living unit w/ kitchen $ 960.00 31 Churches per Seating Unti of 150 or any fraction therof $ 2,570.00 32 Resturaunts With Seating per each unit of 7 seats or fraction therof $ 1,930.00 33 Yogurt Shoppe $ 1,740.00 34 Automobile Service Stations not more than 4 pumps $ 3,860.00 35 Automobile Service Stations more than 4 pumps $ 5,800.00 36 Self- Service Laundry per Each Washer $ 1,450.00 37 Mobile Home Parks per Each Trailer Space $ 1,450.00 38 Stores/ Offices/ Business/ Small Industrial not listed $ 1,930.00 39 All Other not listed see formula J (Engineering to Calculate) Based on Formula J Contract or 3rd party work will be charged at Actual Cost and incur a 25% Admin overhead for staff support.
Fire
# Description Fiscal Year 2027 Fee
1 Plan Review: Commercial/Multi-Family Residential
2 Fire Sprinklers/ New (less than 20,000 sf) $ 1,482.00 3 Fire Sprinklers/ New (20,001 – 45,000 sf) $ 1,693.00 4 Fire Sprinkler/ New (45,001 – 80,000 sf) $ 2,533.00 5 Fire Sprinkler/ New (80,001 – 100,000 sf) $ 3,014.00 6 Fire Sprinkler/ New (100,001 + sf) $ 4,189.00 7 Each additional 10 units or fraction thereof $ 352.00 8 Fire Sprinklers/ Improvement (less than 20,000 sf) $ 1,000.00 9 Fire Sprinklers/ Improvement (20,001 – 45,000 sf) $ 1,212.00
10 Fire Sprinklers/ Improvement (45,501 – 80,000 sf) $ 2,033.00 11 Fire Sprinklers/ Improvement (80,001 – 100,000 sf) $ 2,542.00 12 Fire Sprinklers/ Improvement (100,001 + sf) $ 3,169.00 13 Each additional 10 units or fraction thereof $ 352.00 Plan Review: Residential (Single Family)
14 Fire Sprinklers/ New (less than 3,000 sf) $ 606.00 15 Fire Sprinklers/ New (more than 3,000 sf) $ 712.00 16 Fire Sprinklers/ Improvement (less than 3,000 sf) $ 499.00 17 Fire Sprinklers/ Improvement (more than 3,000 sf) $ 606.00 Description Fiscal Year 2027 Fee
Plan Review: Fire Alarm System
18 Fire Alarm System/ New (less than 20,000 sf) $ 1,000.00 19 Fire Alarm System/ New (20,001 – 45,000 sf) $ 1,397.00 20 Fire Alarm System/ New (45,001 – 80,000 sf) $ 1,822.00 21 Fire Alarm System/ New (80,001 – 100,000 sf) $ 2,320.00 22 Fire Alarm System/ New (100,001 + sf) $ 2,744.00 23 Each additional 10 units or fraction thereof $ 352.00 24 Fire Alarm System/ Improvement (less than 20,000 sf) $ 606.00 25 Fire Alarm System/ Improvement (20,001 – 45,000 sf) $ 817.00 26 Fire Alarm System/ Improvement (45,001 – 80,000 sf) $ 1,242.00 27 Fire Alarm System/ Improvement (80,001 – 100,000 sf) $ 1,800.00 28 Fire Alarm System/ Improvement (100,001 + sf) $ 2,225.00 29 Each additional 10 units or fraction thereof $ 352.00 30 Plan Review: Fire Sprinkler Underground Piping $ 1,963.00 31 Plan Review: Fire Protection System/Improvement (hood systems and piping replacement) $ 1,212.00 32 Operational Permit (Commodity Report) $ 509.00 33 Scope of Work Permit (Tenent Improvement) $ 323.00 Plan Review
34 Underground/Aboveground Tank Piping Repairs $ 1,000.00 35 Underground Tank Removal $ 1,186.00 36 Underground Tank Installation $ 2,118.00 37 Aboveground Tank Installation $ 1,693.00 38 Aboveground Tank, Removal $ 1,000.00 CFC: Permit
Canopy
39 0 – 400 sf $ - 40 401 – 500 sf $ 362.00 41 501 – 600 sf $ 403.00 42 601 – 700 sf $ 525.00 Tent
43 0 – 200 sf $ 362.00 44 201+ sf $ 688.00 45 Carnivals and Fairs (Single Day) $ 525.00 46 Carnivals and Fairs (Multiple Days) $ 1,051.00
47 Fireworks, Barge Loading* $ 525.00 48 Fireworks Permit* $ 562.00 49 *Fireworks Inspection Fee (Additional hours after the first two hour is billed at $163.00 per hour). $ 325.00 50 Hydrant Use $ 230.00 51 Private Fire Hydrant Installation $ 628.00 52 Annual Fire Inspection Hazardous Occupancy $ 463.00 New CFC Permit:
53 Operational Permits $ 199.00 54 Fire Training $ 199.00 55 Special Services $ 199.00 56 Hot Work (Week Daily Permit Building Construction) $ 243.00 57 Marine Fueling $ 346.00 Other Fees
58 False Alarm Fines $ 823.00 59 Complaints – Noncompliance $ 399.00 60 Fire Clearance Inspection (Fire Safety Inspection) $ 180.00 61 Fire Safety Re-inspection (Multiple Inspection Fee) $ 310.00 62 Fire Department Standby (Additional hours after the first two hour is billed at $191.00 per hour $ 414.00 63 Technical Services/After-Hour Technical Inspection Fee $ 199.00 64 Knox Box Request (Install Inspection) $ 111.00 65 Copies ($1.00/first page and $0.15 for each page after) Actual Cost Health Care Facility Inspection
66 0 – 20 Beds $ 111.00 67 21 – 50 Beds $ 167.00 68 51 – 100 Beds $ 279.00 69 Health Care Facility Inspection – each additional 25 beds in excess of 100 beds (or fraction thereof) $ 99.00 70 Hospital Inspection – each additional 50 beds in excess of 250 beds (or fraction thereof) $ 193.00 71 Residential License Care/Large Family Day Care Inspection $ 204.00 Residential Apartment Complexes Inspection
72 3 – 50 Units $ 223.00 73 51 – 100 Units $ 335.00 74 101 – 150 Units $ 447.00 75 151 – 200 Units $ 559.00 76 Residential Apartment Complexes Inspection – Each additional 50 units (or fraction thereof) $ 129.00 Annual Commercial/New Business License Inspection
77 0 – 6,000 sf $ 194.00 78 6,001 – 12,000 sf $ 306.00 79 12,001 – 25,000 sf $ 418.00 80 25,001 – 50,000 sf $ 530.00 81 50,001 – 100,000 sf $ 642.00
82 Annual Commercial/New Business License Inspection – Each Additional 25,000 sf in excess
of 100,000 sf (or fraction thereof)
$ 156.00
Educational Occupancies
83 Educational occupancies less than 50 persons $ 279.00 84 Educational occupancies – Each Additional 50 persons (or fraction thereof) in excess of 50 persons $ 49.00 Fire Services
85 Fire Chief $ 290.00 86 Firefighter $ 122.00 87 Fire Engineer $ 140.00 88 Fire Captain $ 162.00 89 Deputy Fire Marshal $ 162.00 90 Fire Battalion Chief $ 409.00 91 Emergency Manager $ 162.00 92 Fire Division Chief $ 246.00 93 Director of Emergency Services $ 290.00 94 Senior Office Assistant $ 72.00 95 Fire Inspector I $ 111.00 96 Fire Inspector II $ 120.00 97 Executive Secretary $ 89.00 98 Battalion Chief $ 207.00 99 Management Analyst III $ 141.00 100 Building Inspector/Plan Checker $ 121.00 Miscellaneous
101 Emergency radio responder coverage system $ 295.00 102 Cell Site Inspection $ 117.00 103 As- Built Reviews $ 153.00 104 Expedited Fees 150% of fees
105 Field Inspections Actual Cost
106 Fire Extinguisher Training $ 223.00 107 CPR Training $ - Alarms
108 False Alarm Response (NCMC 10.45.130) - 3rd $ 51.00 109 False Alarm Response (NCMC 10.45.130) - 4th $ 76.00 110 False Alarm Response (NCMC 10.45.130) - 5th $ 102.00 111 False Alarm Response (NCMC 10.45.130) - 6th $ 153.00 112 False Alarm Response (NCMC 10.45.130) - 7th or more $ 205.00 Finance
# Description Fiscal Year 2027 Fee
1 Pet License Admin Fee $ 25.00 2 Business License Duplicate $ 19.00 3 Business License Name Change $ 22.00
4 Non-compliant Audit $ 38.00 5 Business License Change of Location within City - Small $ 153.00 6 Business License Change of Location within City - Medium $ 179.00 7 Business License Change of Location within City - Large $ 205.00 8 New Business License Processing (small) $ 102.00 9 New Business License Processing (medium) $ 128.00 10 New Business License Processing (large) $ 153.00 11 Used Dealer State License Processing $ 102.00 12 Certified Business License List $ 25.00 13 Return Check 1-10 days $ 25.00 14 Return Check 10 or more days $ 35.00 15 Return Check - each addt'l 10 days $ 10.00 18 Garage Sales Permit $ 15.00 19 Business License Appeals $ 52.00 20 Department of Consumer Affairs Public Records
Act (PRA) Copies $ - 21 Credit card convenience fee $ - 22 E-check convenience fee $ - Commercial Cannabis Business Application
23 Application Review – Phase 1 $ 1,907.00 24 Application Review – Phase 2 $ 3,862.00 25 Application Review – Phase 3 (Deposit) $ 5,000.00 26 CBP Renewal Fee $ 1,011.00 27 Annual CBP Fee $ 1,500.00 28 Background Check $ 350.00 29 Appeal Process Fee $ 3,679.00 30 Compliance Inspection Fee $ 2,400.00 31 Financial Audit Fee $ 6,500.00 Dog License Fees
32 Dog License, 1 year unaltered $ 30.00 33 Dog License, 1 year altered $ 15.00 34 Dog License, 2 year unaltered $ 51.00 35 Dog license, 2 year altered $ 25.00 36 Dog License, 3 year unaltered $ 71.00 37 Dog License, 3 year altered $ 35.00 38 Dog License Replacement $ 15.00 Neighborhood Services
# Description Fiscal Year 2027 Fee
1 Class A Temporary Use Permit $ 487.00 2 Class B Temporary Use Permit $ 359.00 3 Class C Temporary Use Permits $ 205.00 4 Code Release / Demand Statement $ 107.00 5 Home Occupation Permit $ 153.00
6 Large Family Day Care $ 153.00 7 Inspection Fee (field, including Temporary UsePermit) $ 43.00 8 Temporary Use Permit (TUP) Review $ 12.00 9 Business License Processing Fee $ 25.00 10 Graffiti removal Actual
Code Conformance
11 Administrative Citation - 1st Violation $ 100.00 12 Administrative Citation - 2nd Violation w/in the same year $ 200.00 13 Administrative Citation - greater than two violations in the same year $ 500.00 14 Notice of Violation Filing Appeal $ 779.00 15 Vacant Building Monitoring Fee $ 107.00 16 Appeal of Abatement Notice $ 784.00 17 Abandoned Building Inspection Fee $ 312.00 Parking Enforcement
18 Parked In Bicycle Lane $ 48.00 19 Parked Within Intersection $ 38.00 20 Parked In Crosswalk $ 38.00 21 Parked Within 15' of Fire Station Drive Way $ 38.00 22 Blocking A Driveway $ 38.00 23 Parked On Sidewalk $ 38.00 24 Obstructing Traffic $ 38.00 25 Double Parked $ 38.00 26 Bus Zone $ 38.00 27 Disabled Zone/ Curb Cut $ 288.00 28 18" From The Curb/ Wrong Way $ 38.00 29 Must Park Parallel $ 38.00 30 Handicap Parking Only $ 343.00 31 Blocking Access To Handicap Pkg $ 343.00 32 Parked On Handicap Lines $ 343.00 33 Freeway Vending $ 48.00 34 Rent/Lease/Sell (11.32.080(B)) $ 48.00 35 CVC 22500 N – Parked Within 20FT of Crosswalk (Daylighting) $ 38.00 36 Parked w/in 15' of hydrant (11.32.140 and CVC 22514) $ 48.00 37 Street Sweeping Zone (11.32.400) $ 48.00 38 Unattended Heavy Duty Detached Trailer (11.32.365) $ 48.00 Equipment Violations
39 Broken/ Defective Windshield $ 35.00 40 Expired Registration $ 50.00 41 False Tabs $ 50.00 42 License Plates/ 2 Required $ 30.00 43 Plate Position $ 30.00 44 No Cover Allowed Over Plate $ 30.00 45 Missing Current Tabs $ 60.00 46 Sign-off Fee $ 15.00
City Municipal Parking Violations
47 Parked On Parkway $ 48.00 48 Climbing/ Jumping Curbs $ 38.00 49 Parked On Unpaved Surface $ 48.00 50 Blocking Sidewalk $ 38.00 51 72 Hr Storage On Public Street $ 63.00 52 Washing / Repairing On Street $ 48.00 53 Parking On Hills/ Wheel Crimping $ 48.00 54 Red/Yellow/White/Green Curb $ 48.00 55 Parking In Alley $ 48.00 56 Posted No Parking $ 48.00 57 Commercial In Residential $ 48.00 58 Fire Lane $ 48.00 59 Parking On Boat Ramp $ 48.00 60 Parking Recreational Vehicles on City Street11.32.366 $ 113.00 61 Parking space markings 11.32.105 $ 48.00 62 Handicap fee non display $ 25.00 63 Truck Idle 11.34.040 $ 313.00 64 CVC 22505 Signs and Markings $ 48.00 Parking Fees (Excludes Specific Plan Areas and Specific Districts) 65 Annual Parking District Renewal $ 35.00 66 Temporary Parking Permit $ 2.00 67 RV Parking Permit $ 2.00 Planning
# Description Fiscal Year 2027 Fee
1 Annexation $ 7,438.00 2 Coastal Dev Permit with Public Hearing $ 5,130.00 3 Coastal Dev Permit without Public Hearing $ 1,282.00 4 Code Amendment $ 6,156.00 5 Major Conditional Use Permit (CUP) $ 5,643.00 6 Minor Conditional Use Permit (CUP) $ 3,078.00 7 Consistency Review $ 5,130.00 8 General Plan Amendment $ 8,208.00 9 Historic Site Designation $ 3,078.00 10 Initial Study Actual cost
11 Local Coastal Program (LCP) Amendment $ 8,208.00 12 Minor Use Permit $ 1,026.00 13 Planned Development Permit (PD) $ 5,130.00 14 Preliminary Site Plan Review (per review) $ 1,026.00 15 Request to Initiate General Plan/Specific Plan/Zoning Amendment $ 1,539.00 16 Specific Plan $ 10,260.00 17 Specific Plan Amendment $ 6,156.00
18 Substantial Conformance - Council, Commission $ 1,539.00 19 Substantial Conformance - Staff Review $ 769.00 20 Time Extension with Public Hrg (CUP, PD, Variance) $ 1,539.00 21 Time Extension without Public Hrg (CUP, PD, Variance) $ 718.00 22 Variance $ 5,643.00 23 Zone Map Change $ 8,208.00 24 Subdivision
25 Certificate of Compliance $ 1,026.00 26 Lot Merger $ 1,026.00 27 Street Vacation $ 6,669.00 28 Street Vacation Initiation $ 1,026.00 29 Tentative Parcel Map $ 5,130.00 30 Tentative Subdivision Map $ 6,156.00 31 Time Extension, Tentative Parcel Map $ 1,539.00 32 Time Extension, Tentative Subdivision $ 1,539.00 33 Miscellaneous
34 Appeal, Project Processing (non- refundable) Project $ 1,539.00 35 Mills Act Application $ 3,591.00 36 Research Fee (per hour) Actual Cost
37 Zoning/Rebuild Letters $ 102.00 38 Interim Use Permit $ 2,308.00 39 General Plan Update Fee 5% of the Development
and
40 Scanning Fee (fee to scan file content once approved) $ 2.50 41 Signs
42 Banners, Administrative Fee $ 61.00 43 Banners, Processing (reimbursable) $ 513.00 44 Painted Wall Sign $ 71.00 45 Reface Sign $ 71.00 Police
# Description Fiscal Year 2027 Fee
1 Jurisdictional Transfer of Dog License $ 13.00 2 Animal Quarantine Release $ 654.00 3 Animal Relinquishment $ 491.00 4 Dead Animal Pickup $ 327.00 5 Tranquilizer $ 654.00 6 Guard Dog Permit $ 654.00 7 Non-Allowed Animal Permit $ 654.00 8 Negligent Vehicle Impound/Release $ 124.00 9 Ticket Sign Off $ 20.00 10 Vehicle Repossession $ 15.00 11 Research Hourly Rate Actual Cost
12 Deposition Subpoena - Deposit (refundable or recover T/M) $ 275.00
13 Request for Report $ 30.00 14 Record Check/Clearance Letter/No Record $ 40.00 15 Request for Background Checks (fee to be charged to contractors, no fee for Law Enforcement Agencies) $ 51.00 16 Photographs/Videos/CDs/DVDs $ 92.00 17 Video (DVD) for Body Worn Camera Footage $ 123.00 18 Public Records Request Copies Subject to City
Clerk's Fees
19 Massage Business - Police Dept. Permit $ 1,124.00 20 Massage Business - Renewed - Police Dept. Permit $ 345.00 21 Fingerprinting $ 68.00 22 Pawnshop Permit Fee $ 425.00 23 Alcoholic Beverage Control (ABC) Permit Fee $ 290.00 24 Firearms Storage Fee $ 5.00 25 Pawnshop Permit Fee Renewal $ 230.00 26 LiveScan Service Fee ($20 to National City, $32 to CA DOJ) $ 52.00 Housing and Economic Development Department
# Description Fiscal Year 2027 Fee
1 Subordination Agreement Fee $ 513.00 2 Monitoring Fee Per Unit $ 241.00 3 Density Bonus Application Fee $ 1,231.00 4 Subordination Re-Check Fee $ 153.00 5 Reconveyance Fee (Loan Payoff) $ 307.00 6 TEFRA Hearing $ 2,565.00 7 Expedited Fee 150% of the fee
Fully Burdened Hourly Rates By Position
8 Director of Housing & Economic Development $ 225.00 9 Community Development Manager $ 181.00 10 Community Development Specialist I $ 105.00 11 Community Development Specialist II $ 109.00 12 Community Development Specialist III $ 158.00 13 Director of Community Development $ 261.00 14 Housing Assistant $ 75.00 15 Housing Inspector I $ 105.00 16 Housing Inspector II $ 109.00 17 Housing Programs Manager $ 170.00 18 Housing Specialist $ 111.00 19 Senior Housing Specialist $ 122.00 20 Property Agent $ 112.00 21 Office Assistant $ 63.00 22 Senior Accountant $ 135.00 23 Associate Planner $ 128.00 24 Third Party Consultant Fees Actual cost
25 Third Party Attorney Fees Actual cost
IBC Class IBC Occupancy
Square
Footage
Plan Check Fee
(NEW) (NEW)
Inspection
Check Fee
(NEW) (NEW)
Total
(NEW)
(NEW)
A-1 Assembly—Fixed Seating 1,000 $1,651.13 plus $70.59 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500 0 s.f. $2,147.75 plus $19.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. $3,798. 88 plus $90.59 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f.
Theater, Concert Hall 5,000 4,474.92 plus 66.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 2,947.47 plus 15.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 7,422.39 plus 82.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,000 7,807.10 plus 41.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 3,747.19 plus 15.39 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 11,554.29 plus 56.71 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 20,000 11,939.00 plus 39.10 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 5,479.92 plus 13.83 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 17,418.92 plus 52.93 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 50,000 23,669.34 plus 37.59 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 6,486.01 plus 12.26 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 30,155.35 plus 49.85 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 100,000 42,462.8 2 plus 32.00 for each additional 100 s.f. or fraction thereo f 12,617.21 plus 10.4 4 for each additional 100 s.f. or fraction thereo f 55,080.03 plus 42.4 4 for each additional 100 s.f. or fraction thereo f A-2 Assembly—Food & Drink 1,000 $2,141.86 plus $91.65 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500 0 s.f. $2,947.47 plus $29.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. $5,089. 33 plus $121.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f.
Restaurant, Night Club, Bar 5,000 5,807.79 plus 90.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 4,147.05 plus 26.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 9,954.85 plus 117.63 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,000 10,339.55 plus 54.65 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 5,213.35 plus 23.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 15,552.90 plus 78.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 20,000 15,804.33 plus 52.43 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 7,612.52 plus 20.66 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 23,416.84 plus 73.09 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 50,000 31,533.28 plus 50.12 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 9,018.46 plus 17.33 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 40,551.74 plus 67.44 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 100,000 56,591.2 5 plus 42.83 for each additional 100 s.f. or fraction thereo f 17,682.12 plus 14.81 for each additional 100 s.f. or fraction thereo f 74,273.38 plus 57.6 4 for each additional 100 s.f. or fraction thereo f A-3 Assembly—Worship, Amusement 1,000 $2,141.86 plus $91.65 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500 0 s.f. $2,547.61 plus $26.66 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. $4,689. 47 plus $118.31 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f.
Arcade, Church, Community Hall 5,000 5,807.79 plus 90.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 3,613.91 plus 23.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 9,421.70 plus 114.63 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,000 10,339.55 plus 54.65 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 4,413.63 plus 21.33 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 14,753.18 plus 75.97 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 20,000 15,804.33 plus 52.43 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 6,546.22 plus 18.13 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 22,350.55 plus 70.56 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 50,000 31,533.28 plus 50.12 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 7,685.59 plus 14.93 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 39,218.87 plus 65.04 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 100,000 56,591.2 5 plus 42.83 for each additional 100 s.f. or fraction thereo f 15,149.67 plus 12.76 for each additional 100 s.f. or fraction thereo f 71,740.92 plus 55.59 for each additional 100 s.f. or fraction thereo f A-4 Assembly—Indoor Sport Viewing 1,000 $2,275.15 plus $98.31 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500 0 s.f. $2,547.61 plus $26.66 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. $4,822. 75 plus $124.97 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f.
Arena, Skating Rink, Tennis Court 5,000 6,207.65 plus 93.30 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 3,613.91 plus 23.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 9,821.56 plus 117.29 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,000 10,872.70 plus 57.31 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 4,413.63 plus 21.33 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 15,286.33 plus 78.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 20,000 16,604.05 plus 55.54 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 6,546.22 plus 18.13 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 23,150.27 plus 73.67 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 50,000 33,266.01 plus 52.78 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 7,685.59 plus 14.93 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 40,951.60 plus 67.71 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 100,000 59,656.8 6 plus 30.18 for each additional 100 s.f. or fraction thereo f 15,149.67 plus 8.5 4 for each additional 100 s.f. or fraction thereo f 74,806.52 plus 38.72 for each additional 100 s.f. or fraction thereo f A A Occupancy Tenant Improvements 400 $653.31 plus $69.44 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2 000 s.f. $1,348.02 plus $33.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2000 s.f. $2,00 1.33 plus $102.76 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2000 s.f. 2,000 1,764.39 plus 66.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 4000 s.f. 1,881.17 plus 28.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 4000 s.f. 3,645.56 plus 94.97 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 4000 s.f. 4,000 3,097.26 plus 39.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 8000 s.f. 2,281.03 plus 23.33 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 8000 s.f. 5,378.30 plus 63.31 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 8000 s.f. 8,000 4,696.71 plus 37.76 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 3,214.04 plus 20.75 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 7,910.75 plus 58.52 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 20,000 9,228.47 plus 36.65 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 40000 s.f. 3,918.16 plus 18.18 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 40000 s.f. 13,146.63 plus 54.84 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 40000 s.f. 40,000 16,559.2 6 plus 30.19 for each additional 100 s.f. or fraction thereo f 7,554.60 plus 14.97 for each additional 100 s.f. or fraction thereo f 24,113.86 plus 45.16 for each additional 100 s.f. or fraction thereo f B Business—Bank 100 $2,496.93 plus $1,132.94 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and includ ing 500 s.f. $1,614.60 plus $133.29 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500 s.f. $ 4,111.53 plus $1,266.23 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500 s.f. 500 7,028.69 plus 1,066.30 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 1000 s.f. 2,147.75 plus 126.62 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 1000 s.f. 9,176.44 plus 1,192.92 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 1000 s.f. 1,000 12,360.18 plus 668.67 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2000 s.f. 2,680.90 plus 119.96 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2000 s.f. 15,041.07 plus 788.63 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2000 s.f. 2,000 19,046.93 plus 635.34 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 3,880.48 plus 103.01 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 22,927.41 plus 738.34 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 5,000 38,106.98 plus 611.35 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 4,584.60 plus 86.06 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 42,691.58 plus 697.41 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,000 68,674.51 plus 345.42 for each additional 100 s.f. or fraction thereo f 8,887.47 plus 48.62 for each additional 100 s.f. or fraction thereo f 77,561.99 plus 394.0 4 for each additional 100 s.f. or fraction thereo f B Business—Clinic, Outpatient 100 $2,230.36 plus $1,032.97 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and includ ing 500 s.f. $1,614.60 plus $133.29 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500 s.f. $ 3,844.96 plus $1,166.26 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500 s.f. 500 6,362.26 plus 986.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 1000 s.f. 2,147.75 plus 126.62 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 1000 s.f. 8,510.00 plus 1,112.95 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 1000 s.f. 1,000 11,293.88 plus 602.03 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2000 s.f. 2,680.90 plus 119.96 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2000 s.f. 13,974.78 plus 721.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2000 s.f. 2,000 17,314.19 plus 577.58 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 3,880.48 plus 103.01 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 21,194.67 plus 680.59 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 5,000 34,641.52 plus 558.04 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 4,584.60 plus 86.06 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 39,226.12 plus 644.09 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,000 62,543.31 plus 483.56 for each additional 100 s.f. or fraction thereo f 8,887.47 plus 74.57 for each additional 100 s.f. or fraction thereo f 71,430.78 plus 558.1 4 for each additional 100 s.f. or fraction thereo f B Business—Dry Cleaning 500 $1,142.74 plus $93.30 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2500 s.f. $2,814.18 plus $59.98 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2500 s.f. $3, 956.93 plus $153.28 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2500 s.f. 2,500 3,008.76 plus 90.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 4,013.77 plus 53.98 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 7,022.53 plus 144.62 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 5,000 5,274.64 plus 53.31 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 4,946.78 plus 47.98 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,221.42 plus 101.30 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,000 7,940.39 plus 52.43 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. 7,345.94 plus 40.59 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. 15,286.33 plus 93.02 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. 25,000 15,804.33 plus 50.12 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 8,583.21 plus 33.21 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 24,387.54 plus 83.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 50,000 28,333.31 plus 29.21 for each additional 100 s.f. or fraction thereo f 16,884.70 plus 19.36 for each additional 100 s.f. or fraction thereo f 45,218.01 plus 48.57 for each additional 100 s.f. or fraction thereo f B Business—Professional Office 1,000 $2,363.64 plus $106.63 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50 00 s.f. $3,613.91 plus $33.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. $5,977 .55 plus $139.95 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 5,000 6,628.83 plus 103.96 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 4,946.78 plus 31.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 11,575.61 plus 135.29 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,000 11,827.03 plus 62.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 6,279.65 plus 29.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 18,106.68 plus 91.97 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 20000 s.f. 20,000 18,091.52 plus 60.50 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 9,211.96 plus 25.10 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 27,303.49 plus 85.59 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 50,000 36,240.96 plus 58.11 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 10,849.09 plus 20.87 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 47,090.05 plus 78.98 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 100,000 65,297.5 5 plus 33.10 for each additional 100 s.f. or fraction thereo f 21,283.17 plus 11.89 for each additional 100 s.f. or fraction thereo f 86,580.72 plus 44.99 for each additional 100 s.f. or fraction thereo f B Business—High Rise Office 5,000 $7,051.09 plus $19.33 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 250 00 s.f. $13,743.72 plus $19.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. $20, 794.81 plus $39.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. 25,000 10,916.41 plus 53.49 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 17,742.34 plus 17.73 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 28,658.75 plus 71.22 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 50,000 24,289.91 plus 43.19 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 24,406.69 plus 15.46 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 48,696.60 plus 58.65 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 100000 s.f. 100,000 45,882.42 plus 39.72 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 250000 s.f. 32,137.34 plus 15.42 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 250000 s.f. 78,019.76 plus 55.14 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 250000 s.f. 250,000 91,511.40 plus 36.25 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500000 s.f. 44,607.26 plus 15.38 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500000 s.f. 136,118.66 plus 51.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 500000 s.f. 500,000 182,147.7 0 plus 34.9 4 for each additional 100 s.f. or fraction thereo f 83,068.17 plus 14.83 for each additional 100 s.f. or fraction thereo f 265,215.87 plus 49.76 for each additional 100 s.f. or fraction thereo f B B Occupancy Tenant Improvements 250 $497.63 plus $66.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 1 250 s.f. $1,214.74 plus $39.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 1250 s.f. $1,71 2.36 plus $106.63 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 1250 s.f. 1,250 1,164.06 plus 74.64 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2500 s.f. 1,614.60 plus 38.65 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2500 s.f. 2,778.66 plus 113.29 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2500 s.f. 2,500 2,097.07 plus 42.65 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 1,881.17 plus 37.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 3,978.24 plus 79.97 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 5,000 3,163.37 plus 41.77 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 12500 s.f. 2,814.18 plus 31.07 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 12500 s.f. 5,977.55 plus 72.84 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 12500 s.f. 12,500 6,296.15 plus 39.45 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. 3,251.73 plus 24.83 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. 9,547.88 plus 64.28 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. 25,000 11,227.7 8 plus 31.55 for each additional 100 s.f. or fraction thereo f 6,355.02 plus 19.85 for each additional 100 s.f. or fraction thereo f 17,582.79 plus 51.41 for each additional 100 s.f. or fraction thereo f E Educational—Group Occupancy 500 $1,453.03 plus $119.96 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and includin g 2500 s.f. $1,977.92 plus $33.32 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2500 s.f. $3 ,430.95 plus $153.28 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 2500 s.f. 6+ persons, up to the 12th Grade 2,500 3,852.20 plus 119.08 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 2,644.36 plus 32.66 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 6,496.56 plus 151.74 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 5000 s.f. 5,000 6,829.30 plus 71.98 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 3,347.33 plus 31.99 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,176.63 plus 103.96 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 10000 s.f. 10,000 10,428.05 plus 69.02 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. 4,946.78 plus 27.34 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. 15,374.83 plus 96.36 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 25000 s.f. 25,000 20,780.74 plus 66.47 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 5,820.72 plus 22.69 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 26,601.46 plus 89.16 for each additional 100 s.f. or fraction thereof > half of 100 s.f., to and including 50000 s.f. 50,000 37,397.91 plus 55.53 for each additional 100 s.f. or fraction thereo f 11,493.00 plus 18.96 for each additional 100 s.f. or fraction thereo f 48,890.91 plus 74.49 for each additional 100 s.f. or fraction thereo f BUILDING PERMIT FEES - CONSTRUCTION TYPES: IA, IB
New Construction Fee Schedule