Attachment 4 – Revised Commons at Visalia Parkway Master Plan Exhibits

Attachment 4
Conditional Use Permit No. 2024-17
Commons at Visalia Parkway Revised Master Plan Exhibits CA

EV CAEV CA

EV CA CA CA

EV CAEV

CA CAEV

CA CA TRASH RECYCLE TANK GREASE

EVCS STATION
(VAN ACCESSIBLE) EVCSSTATION
EVCS

STATION
EVCS

STATION DIRECTION OF TRAVEL

CUSTOMER SIDE

REAR SIDE DIRECTION OF TRAVEL

CUSTOMER SIDE

REAR SIDE

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV DIRECTION OF TRAVEL

DO NOT ENTER

STOP STOP EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT

PRELIMINARY SITE PLAN

PROPOSED SAM'S CLUB NORTH

PROPOSED RETAIL BUILDING
VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 1.10.2020 SHEET 2 OF 21 SITE PLAN BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE

LANE STOP
S DANS ST.

BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE

LANE STOP
S DANS ST.

BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE D S COUNTY CENTER DR.

WOODLAND ST.

BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE D S COUNTY CENTER DR.

WOODLAND ST.

BIKE
LANE
BIKE
LANE VISALIA PARKWAY SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 3 OF 23 STREET PLAN S DANS ST.

DO NOT ENTERSTOP STOP

EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT CAEV CAEV CAEV CA CA CAEV CA
EV CA
CA

EV CA CA
TRASH

RECYCLE

TANK GREASE

EVCS STATION
(VAN ACCESSIBLE) EVCS STATION EVCS STATION EVCS STATION

DIRECTION OF TRAVEL

CUSTOMER SIDE

REAR SIDE

DIRECTION OF TRAVEL

CUSTOMER SIDE

REAR SIDE

CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV

CLEAN AIR/ VANPOOL/EV

DIRECTION OF TRAVEL

VISALIA PKWY S MOONEY BLVD

PROPOSED
168,645 SF

BUILDING

18.79 AC

PROPOSED FUEL CANOPY FUTURE DEVELOPMENT FUTURE

DEVELOPMENT

EXISTING

RESTAURANT

EXISTING

RESTAURANT

EXISTING TIRE
CENTER
SYMBOL QTY BOTANICAL / COMMON NAME CONT HEIGHT/SPREAD CAL. WUCOLS TREES
29 CEDRUS DEODARA / DEODAR CEDAR 24" BOX 8`-10` HT. X 4`-5` SPR. 0.75" CAL. LOW 28 EXISTING TREE TO REMAIN - - - -
21 GEIJERA PARVIFLORA / AUSTRALIAN WILLOW 24" BOX 9`-10` HT. X 3`-4` SPR. 0.75" CAL. MODERATE 10 LAGERSTROEMIA X 'NATCHEZ' / CRAPE MYRTLE 15 GAL. 7`-8` HT. X 2`-3` SPR. 0.75" CAL. LOW 40 PINUS ELDARICA / AFGHAN PINE 24" BOX 8`-10` HT. X 4`-5` SPR. 0.75" CAL. LOW 92 PISTACIA CHINENSIS / CHINESE PISTACHE 24" BOX 9`-11` HT. X 4`-5` SPR. 1" CAL. LOW 57 ULMUS PARVIFOLIA / LACEBARK ELM 24" BOX 9`-11` HT. X 4`-5` SPR. 1" CAL. MODERATE SYMBOL QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS MATURE SIZE SHRUBS
97 CALLISTEMON VIMINALIS 'LITTLE JOHN' / LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL. 6` O.C. LOW 186 DIETES BICOLOR / FORTNIGHT LILY 5 GAL. 3` O.C. LOW
174 ELYMUS CONDENSATUS 'CANYON PRINCE' / CANYON PRINCE WILD RYE 1 GAL. 3` O.C. LOW 163 FESTUCA GLAUCA 'ELIJAH BLUE' / ELIJAH BLUE FESCUE 1 GAL. 3` O.C. LOW 38 MUHLENBERGIA CAPILLARIS / PINK MUHLY GRASS 5 GAL. 3` O.C. LOW 115 MUHLENBERGIA RIGENS / DEER GRASS 5 GAL. 4` O.C. LOW 166 OLEA EUROPAEA 'MONTRA' / LITTLE OLLIE® OLIVE 15 GAL. 6` O.C. VERY LOW 88 PYRACANTHA FORTUNEANA / FIRETHORN 15 GAL. 8` O.C. LOW 139 RHAPHIOLEPIS INDICA 'BALLERINA' / BALLERINA INDIAN HAWTHORN 15 GAL. 6` O.C. LOW 54 SALVIA GREGGII / AUTUMN SAGE 1 GAL. 3` O.C. LOW
112 SALVIA LEUCANTHA 'SANTA BARBARA' / SANTA BARBARA MEXICAN BUSH SAGE 15 GAL. 6` O.C. LOW 80 WESTRINGIA FRUTICOSA 'MORNING LIGHT' / MORNING LIGHT COAST ROSEMARY 5 GAL. 6` O.C. LOW 149 XYLOSMA CONGESTUM / SHINY XYLOSMA 15 GAL. 8` O.C. LOW

INERT MATERIAL
21 EQUAL.

PALE SUNSET BOULDER` BY SOUTHWEST BOULDER AND STONE OR APPROVED ROCK BOULDERS / 3` DIAMETER

ROCK AS SHOWN - -
14 EQUAL.

PALE SUNSET BOULDER` BY SOUTHWEST BOULDER AND STONE OR APPROVED ROCK BOULDERS / 4` DIAMETER
ROCK AS SHOWN - - SYMBOL QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS

GROUND COVERS
100 BACCHARIS X 'CENTENNIAL' / CENTENNIAL COYOTE BRUSH 5 GAL. 6` O.C. LOW 221 LANTANA MONTEVIDENSIS / PURPLE TRAILING LANTANA 5 GAL. 8` O.C. LOW 39 ROSMARINUS OFFICINALIS 'HUNTINGTON BLUE' / HUNTINGTON BLUE ROSEMARY 5 GAL. 6` O.C. LOW INERTS
2,163 SF
FOR APPROVAL PRIOR TO PROCUREMENT.

BARRIER FABRIC. CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT DEPTH APACHE SUNSET 3/4" ROCK MULCH OVER COMMERCIAL-GRADE WEED 6" DEPTH MIN. OF INDIAN SUMMER 2"-4" CRUSHED ROCK DIAMETER ROCK WITH 1"

CRUSHED ROCK
- - -

PLANT SCHEDULE

SEPARATE SOIL ANALYSIS REPORT SHALL BE PROVIDED FOR ANY IMPORTED SOIL CONTRACTOR SHALL IMPORT CLEAN, SANDY LOAM TOPSOIL, SUITABLE FOR LANDSCAPE PLANTINGS. A MOUNDS TO BE GRADED SMOOTH USING SITE SOIL IF AVAILABLE. IF SITE SOIL IS NOT AVAILABLE, LANDSCAPE MOUNDS - EACH CONTOUR LINE REPRESENTS A 12" RISE IN THE GRADE. LANDSCAPE 75,795 SF 3" DEPTH WOOD BARK MULCH
NORTH
VISALIA, CA | SITE PLAN
FOLLOW THE GUIDELINES SET FORTH BY THE CITY OF VISALIA MUNICIPAL CODE.

THE MANUFACTURER'S RECOMMENDED DESIGN PARAMETERS. ALL IRRIGATION IMPROVEMENTS SHALL IRRIGATION EQUIPMENT. ALL POINT SOURCE SYSTEM SHALL BE ADEQUATELY FILTERED AND REGULATED PER

WATER FOR PLANT GROWTH WITH NO WATER LOSS DUE TO WATER CONTROLLERS, AND OTHER NECESSARY DEDICATED IRRIGATION METER WILL BE PROVIDED. LOW VOLUME EQUIPMENT SHALL PROVIDE SUFFICIENT AREAS SHOWN ON THE PLAN. THE WATER SUPPLY FOR THIS SITE IS A POTABLE WATER CONNECTION AND A AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE 100% COVERAGE FOR ALL PLANTING IRRIGATION NOTE:

PRELIM/ENTITLEMENTS NOTE
RANDALL A. KOPFF JR, LLA 6633
LANDSCAPE AND IRRIGATION DESIGN PLAN.

THEM FOR THE EFFICIENT USE OF WATER IN THE

EFFICIENT LANDSCAPE ORDINANCE AND APPLIED

I HAVE COMPLIED WITH THE CRITERIA OF THE WATER
FOLLOW THE GUIDELINES SET FORTH BY THE CITY OF VISALIA MUNICIPAL CODE.

SHRUBS SHALL BE ALLOWED TO GROW IN THEIR NATURAL FORMS. ALL LANDSCAPE IMPROVEMENTS SHALL TO A 3" DEPTH TO HELP CONSERVE WATER, LOWER SOIL TEMPERATURE, AND REDUCE WEED GROWTH. THE SHIELD THE SOIL FROM THE SUN, EVAPOTRANSPIRATION, AND RUN-OFF. ALL SHRUB BEDS SHALL BE MULCHED SUITABILITY SOIL SAMPLE TAKEN FROM THE SITE. DECOMPOSED GRANITE SHALL FILL IN BETWEEN SHRUBS TO

FERTILIZERS AND APPROPRIATE SUPPLEMENTS BASED UPON A SOILS REPORT FROM AN AGRICULTURAL CONSIDERATIONS. ALL PLANTING AREAS SHALL BE PREPARED WITH APPROPRIATE SOIL AMENDMENTS,

THE SELECTION OF PLANT MATERIAL IS BASED ON CLIMATIC, AESTHETIC, AND MAINTENANCE LANDSCAPE NOTE:

PROPERTY LINE (TYP)

LINE (TYP)

PROPERTY
25' UTILITY EASEMENT

SCG PIPELINE AND CONDUIT EASEMENT

LIMIT OF WORK (TYP)

PROPOSED FIRE HYDRANT
- SEE CIVIL PLANS

PROPERTY LINE (TYP)

STORAGE - SEE CIVIL

PROPOSED BATTERY

PLANS (TYP)
3" DEPTH WOOD
BARK MULCH (TYP.)

LIMIT OF WORK (TYP)

PROPOSED SITE LIGHT -

SEE CIVIL PLANS (TYP)
VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 4 OF 23 LANDSCAPING PLAN CONCEPTUAL VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 9 OF 23 PHOTOMETRIC PLAN CONCEPTUAL VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 10 OF 23 PHOTOMETRIC PLAN CONCEPTUAL VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 5 OF 23 CUT SHEET LIGHT FIXTURE VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 6 OF 23 CUT SHEET LIGHT FIXTURE VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 7 OF 23 CUT SHEET LIGHT FIXTURE VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 8.16.2024 SHEET 8 OF 23 CUT SHEET LIGHT FIXTURE

FIN FLR
100' - 0"

FIN FLR
100' - 0"
TOP
129' - 4"
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL
BEYOND
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL
SW #7670 "GRAY SHINGLE"

EIFS - PAINT
SW #7668 "MARCH WIND"

EIFS - PAINT
SW #7048 "URBANE BRONZE" (TYP.)

CORNICE - PAINT
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU
BEYOND
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

EIFS - PAINT
SW #6959 "BLUE CHIP"

BOLLARD SLEEVES - MATCH
SW #7670 "GRAY SHINGLE"
EIFS - PAINT SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE" (TYP.)
H.M. DOORS
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
TOP
TOP
SW #7670 "GRAY SHINGLE"

EIFS - PAINT
130' - 8"
126' - 8"
TOP
128' - 0"

SCREEN WALL
10' TALL PRECAST

PANEL JOINTS, TYP

SMOOTH PRECAST CONCRETE
SW 7048 "URBANE BRONZE"

CANOPY - PAINT
SW #7048 "URBANE BRONZE"

EIFS - PAINT
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7670 "GRAY SHINGLE"

SPLIT FACE CMU
SW #7668 "MARCH WIND"

EIFS - PAINT
SW #7668 "MARCH WIND"

EIFS - PAINT
SW 6959 "BLUE CHIP"

EIFS - PAINT
SW #7048 "URBANE BRONZE"

EIFS - PAINT
TYP
SW #7670 "GRAY SHINGLE"

SPLIT FACE CMU
TYP
SW #7668 "MARCH WIND"

SMOOTH FACE CMU
SW #7670 "GRAY SHINGLE" (BEYOND)

SMOOTH PRECAST PANEL
(BEYOND)
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
132' - 0"
122' - 0"
TOM
122' - 0"
TOS
126' - 0"
SW #7048 "URBANE BRONZE" (TYP.)

CAP FLASHING - PAINT
130' - 6"
SW #7668 "MARCH WIND"

METAL TRELLIS - PAINT
TOS

FIN FLR
100' - 0"

FIN FLR
100' - 0"
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
BRONZE" (TYP.)
SW #7048 "URBANE
H.M. DOORS
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL

WITH SCREENING SLATS
120" HIGH CHAIN LINK FENCE

TOP RAILS ON SIDE OF TRUCK WELL
42" HIGH CHAIN LINK FENCE WITH
SW #6959 "BLUE CHIP"
H.M. DOOR
SW # 7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
TOP

WALL AT TRUCK WELL

PRECAST SCREEN
10' TALL SMOOTH
126' - 8"
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL

PANEL SCORE LINES

SMOOTH PRECAST CONCRETE

PANEL JOINTS, TYP

SMOOTH PRECAST CONCRETE
TYP
SW #7048 "URBANE BRONZE"

EIFS - PAINT
128' - 0"
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL
TOP

PAINT BLACK

JIB CRANE

WALL AT TRUCK WELL

PRECAST SCREEN
10'-0" TALL SMOOTH

FIN FLR
100' - 0"

FIN FLR
100' - 0"
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE" (TYP.)

CAP FLASHING - PAINT
BRONZE"
SW #7048 "URBANE

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE" (TYP.)
H.M. DOORS
127' - 4"
128' - 0"
126' - 8"

PANEL SCORE LINES

SMOOTH PRECAST CONCRETE

PANEL JOINTS, TYP

SMOOTH PRECAST CONCRETE
TOP
TOP
TOP
128' - 0"
TOP
BRONZE" (TYP.)
SW #7048 "URBANE
H.M. DOORS
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
BRONZE"
SW #7048 "URBANE

SMOOTH PRECAST PANEL
126' - 8"
TOP
129' - 4"
TOP

WALL AT COMPACTOR

PRECAST SCREEN
10'-0" TALL SMOOTH

SCREENING SLATS

FENCE WITH
120" HIGH CHAIN LINK

FIN FLR
100' - 0"

FIN FLR
100' - 0"
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL
SW #7670 "GRAY SHINGLE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

EIFS - PAINT
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE" (TYP.)
H.M. DOORS
SW #7668 "MARCH WIND"

EIFS - PAINT
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7670 "GRAY SHINGLE"

EIFS - PAINT
SW #6959 "BLUE CHIP"

BOLLARD SLEEVES - MATCH
SW #7670 "GRAY SHINGLE"

EIFS - PAINT
TYP.

PREFINISHED WHITE
O.H. DOORS
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU
SW #7048 "URBANE BRONZE"

CORNICE - PAINT
TOS

SCORE LINES

SMOOTH PRECAST CONCRETE

PANEL JOINTS, TYP

SMOOTH PRECAST CONCRETE
TOP
TOP
128' - 0"
127' - 4"
SW #7670 "GRAY SHINGLE"

SPLIT FACE CMU
SW #7668 "MARCH WIND"

SMOOTH FACE CMU
SW #7670 "GRAY SHINGLE"

SPLIT FACE CMU
SW #7668 "MARCH WIND"
EIFS - PAINT 132' - 0"
SW #7048 "URBANE BRONZE" (BEYOND)

SMOOTH PRECAST PANEL -
SW #7670 "GRAY SHINGLE" (BEYOND)

SMOOTH PRECAST PANEL -
122' - 0"
TOS
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION Th

EAST FRONT ELEVATION
1" = 20'-0" A1B1 2

SOUTH SIDE ELEVATION
1" = 20'-0" A1B1 3

WEST REAR ELEVATION
1" = 20'-0" A1B1 4

NORTH SIDE ELEVATION
(BEYOND)
(BEYOND) (BEYOND)
10/09/24

FIN FLR
100' - 0"
B.O. CANOPY
113' - 6"
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU
SW #7670 "GRAY SHINGLE"

SMOOTH FACE CMU
SW #7048 "URBANE BRONZE"

PREFINISHED METAL

PREFINISHED FASCIA - BLUE DIGITAL PRICE READER
CLEAR
14'-0"

FIN FLR
100' - 0"
B.O. CANOPY
113' - 6"
SW #7670 "GRAY SHINGLE"

SMOOTH FACE CMU
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU

PREFINISHED FASCIA - BLUE
SW #7048 "URBANE BRONZE"

PREFINISHED METAL

FIN FLR
100' - 0"
B.O. CANOPY
113' - 6"

PREFINISHED FASCIA - BLUE
(BEYOND)
SW #7048 "URBANE BRONZE"

PREFINISHED METAL
(BEYOND)
SW #7670 "GRAY SHINGLE"

SMOOTH FACE CMU
(BEYOND)
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU

DIGITAL PRICE READER
B.O. CANOPY
113' - 6"
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU
SW #7670 "GRAY SHINGLE"

SMOOTH FACE CMU
SW #7048 "URBANE BRONZE"

PREFINISHED METAL PREFINISHED FASCIA - BLUE
09/26/24
VISALIA, CA - Elevations - Fuel Canopy 7
1/8" = 1'-0" 6 1 1

NORTH FRONT ELEVATION
1/8" = 1'-0" 61 2

WEST SIDE ELEVATION
1/8" = 1'-0" 61 3

EAST SIDE ELEVATION
1/8" = 1'-0" 61 4

SOUTH REAR ELEVATION
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION Th
10/01/24
e Building images shown are a representation of the current design intent only. The building images may not reflect variations in color, tone, hue, tint, shading, ambient light intensity, materials, texture, contrast, font style, construction variations required by building codes or inspectors, materials, or final design detailing. 10/09/24
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION Th

VISALIA, CA -
e Building images shown are a representation of the current design intent only. The building images may not reflect variations in color, tone, hue, tint, shading, ambient light intensity, materials, texture, contrast, font style, construction variations required by building codes or inspectors, materials, or final design detailing. 10/01/24
Materials 10
SW 6959 Blue Chip
Sherwin Williams
Paint
SW 7668 March Wind
Sherwin Williams
Paint
SW 7670 Gray Shingle
Sherwin Williams
Paint
SW 7048 Urbane Bronze
Sherwin Williams
Paint
Typical Precast Concrete Texture
Typical Split Face CMU Texture
Typical EIFS Texture
Typical Smooth Face CMU Texture
10/09/24
VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 15 OF 23 ELEVATIONS CONCEPTUAL FAST FOOD ELEVATIONS VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 16 OF 23 ELEVATIONS CONCEPTUAL CAR WASH ELEVATIONS

S S D D D
BIKE
LANE
BIKE
LANE D
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE

LANE BIKE LANE
BIKE
LANE
BIKE
LANE
BIKE

LANE BIKE LANE BIKE LANE BIKE LANE D BIKE LANE
CA
EV
CA
EV
CA
EV

CA CA CA

EV CAEV
IW

CA CAEV

CA CA S S D Y H D D Y H D D D Y H D D Y H D D D S S S S S S D D D BIKE
LANE
BIKE
LANE D
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE

LANE BIKE LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE BIKE LANE BIKE LANE BIKE LANE D BIKE LANE DIRECTION OF TRAVEL CUSTOMER SIDE REAR SIDE DIRECTION OF TRAVEL CUSTOMER SIDE REAR SIDE CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV DIRECTION OF TRAVEL 815 PARKING STALLS 379' CAR STACKING 327' CAR STACKING 155' TO ORDER POINT 22 15 12 11 11 11 11 11 11 11 11 TRASH RECYCLE GREASE TANK EVCS STAION(VAN ACCESIBLE) EVCS STAION NO PARKING NO PARKING NO PARKING EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS
STAION
EVCS
STAION
EVCS
STAION
EVCS
STAION

DO NOT ENTER
STOP STOP S S D Y H D D Y H D D D Y H D D Y H D D D S S S S VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 17 OF 23 PHASING PLAN CONCEPTUAL Pickup Pickup Pickup Pickup Pickup Pickup Pickup Pickup Pickup Pickup

BAIL OUT

TRASH RECYCLE

GREASE TANK

EVCS STATION(VANACCESSIBLE)
EVCS

STATION

EVCSSTATION

EVCSSTATION
AC
VE
AC
VE
AC
VE

AC AC AC
VE
CA
EV
AC
CA
EV
AC AC
31'

NO PARKING

ESCAPE LANE ESCAPE LANE ESCAPE LANE
DO NOT
ENTER
ON

GNI KRAP

D R EC T O N O F TR AV EL

C U STO M E R SID E

R E AR SID E

D R EC T O N O F TR AV EL

C U STO M E R SID E

R E AR SID E

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

DRIVE THRU

ENTRANCE

D R EC T O N O F TR AV EL
AC
VE
AC AC
VE
D
D
D
D

EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT

STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP

POTS POTS POTS POTS POTS

STOP STOP STOP STOP STOP

POTS POTS POTS POTS

STOP STOP STOP STOP STOP
POTS
TON OD
RETNE

STOP STOP
S
S
D

VISALIA PARKWAY
S. M
O
O
N
E
Y
B
L
V
D
3'-2" 5'-10"

ALUMINUM SKIRT TEXTURED AND

COLORED TO MATCH DEVELOPER
SIGN
MASTER SIGN PLAN REQ'TS"
70 SF MAX. SIGN STRUCTURE

65.25 SF PROPOSED
35 SF MAX. COPY AREA
35 SF PROPOSED
7'-3"
1'-3"
(35 SF. MAX COPY AREA ALLOWED PER MASTER SIGN PROGRAM)
6'-0"

INTERNALLY ILLUMINATED

SIGN CABINET
3M BLUE (PANTONE 2384 C)

DIGITAL PRICE SIGN
12'-0" M
AX. A
L
L
O
W
E
D
P
E
R
M
A
S
T
E
R
SIG
N
P
R
O
G
RA
M
9'-0"

VISALIA, CA -
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION The Building images shown are a representation of the current design intent only. The building images may not reflect variations in color, tone, hue, tint, shading, ambient light intensity, materials, texture, contrast, font style, construction variations required by building codes or inspectors, materials, or final design detailing. 10/09/24
Site Signage 5
NOT TO SCALE 2

OVERALL DEVELOPMENT SIGN
Approved Multi-Tenant Sign - 50 SF Overall Sign Area, 100 SF Overall Structure (Max. Allowed per Master Sign Program)
Proposed Single Tenant Sign - 35 SF Sign Area, 65.25 SF Overall Structure (Max. Allowed per Master Sign Program - 35 SF Sign Area, 70 SF Overall Structure)

PAGE 5
JAS

VISALIA, CALIFORNIA

LARS ANDERSEN

ROSALYN HOLDERFIELD

LARS ANDERSEN-VISALIA CA-SIGN EXHIBIT
11/12/19
R1 01/20/20 JAS

FRONT ELEVATION
SCALE: 3/32” = 1’
2X BUILDING FRONTAGE, MAXIMUM 150 SQUARE FEET.

NOT TO EXCEED 80% OF STOREFRONT WIDTH
.063 STAPLED ALUM. RETURN
(PAINTED SATIN WHITE)

TYPICAL CHANNEL LETTER DESIGN
1” JEWELITE
3MM ACM LETTER BACKS

TOGGLE SWITCH

POWER SUPPLY
WHITE LEDs
.150 LEXAN LETTER FACES
MINIMUM (2) WEEP HOLES

PER LETTER W/ COVER
5”
(B

PRIMARY POWER IN

Y GENERAL CONTRACTOR)
2” x 4” JUNCTION BOX
150’- 0”
B
A

TYPICAL MULTI-TENANT RETAIL BUILDING

INTERNALLY ILLUMINATED CHANNEL LETTERS
-Flat White Lexan F
-Illuminated with White LEDs
aces
-Vinyl Graphics First Surface If Applicable

INTERNALLY ILLUMINATED CHANNEL LETTERS
-Flat White Lexan F
-Illuminated with White LEDs
aces
-Vinyl Graphics First Surface If Applicable
R2 02/27/20 JAS
JAS

VISALIA, CALIFORNIA

LARS ANDERSEN

ROSALYN HOLDERFIELD

LARS ANDERSEN-VISALIA CA-SIGN EXHIBIT
11/12/19
R1 01/20/20 JAS
PAGE 6

FRONT ELEVATION
SCALE: 3/32” = 1’
.063 STAPLED ALUM. RETURN
(PAINTED SATIN WHITE)

TYPICAL CHANNEL LETTER DESIGN
1” JEWELITE
3MM ACM LETTER BACKS

TOGGLE SWITCH

POWER SUPPLY
WHITE LEDs
.150 LEXAN LETTER FACES
MINIMUM (2) WEEP HOLES

PER LETTER W/ COVER
5”
(B

PRIMARY POWER IN

Y GENERAL CONTRACTOR)
2” x 4” JUNCTION BOX
86’- 0”
B
A

TYPICAL TENANT RETAIL BUILDING

INTERNALLY ILLUMINATED CHANNEL LETTERS
-Flat White Lexan F
-Illuminated with White LEDs
aces
-Vinyl Graphics First Surface If Applicable

INTERNALLY ILLUMINATED CHANNEL LETTERS
-Flat White Lexan F
-Illuminated with White LEDs
aces
-Vinyl Graphics First Surface If Applicable
R2 02/27/20 JAS
2X BUILDING FRONTAGE, MAXIMUM 150 SQUARE FEET.

NOT TO EXCEED 80% OF STOREFRONT WIDTH
JAS

VISALIA, CALIFORNIA

LARS ANDERSEN

ROSALYN HOLDERFIELD

LARS ANDERSEN-VISALIA CA-SIGN EXHIBIT
11/12/19
R1 01/20/20 JAS
PAGE 7

FRONT ELEVATION
SCALE: 1/24” = 1’
.063 STAPLED ALUM. RETURN
(PAINTED SATIN WHITE)

TYPICAL CHANNEL LETTER DESIGN
1” JEWELITE
3MM ACM LETTER BACKS

TOGGLE SWITCH

POWER SUPPLY
WHITE LEDs
.150 LEXAN LETTER FACES
MINIMUM (2) WEEP HOLES

PER LETTER W/ COVER
5”
(B

PRIMARY POWER IN

Y GENERAL CONTRACTOR)
2” x 4” JUNCTION BOX
355’- 0”
B
A

TYPICAL MAJOR TENANT RETAIL BUILDING

INTERNALLY ILLUMINATED CHANNEL LETTERS
-Flat White Lexan F
-Illuminated with White LEDs
aces
-Vinyl Graphics First Surface If Applicable

INTERNALLY ILLUMINATED CHANNEL LETTERS
-Flat White Lexan F
-Illuminated with White LEDs
aces
-Vinyl Graphics First Surface If Applicable
R2 02/27/20 JAS
2X BUILDING FRONTAGE, MAXIMUM 250 SQUARE FEET.

NOT TO EXCEED 80% OF STOREFRONT WIDTH

FIN FLR
100' - 0"

FIN FLR
100' - 0"
TOP
129' - 4"
TOP
129' - 4"
SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL
SW #7670 "GRAY SHINGLE"

EIFS - PAINT
SW #7668 "MARCH WIND"

EIFS - PAINT
SW #7048 "URBANE BRONZE" (TYP.)

CORNICE - PAINT
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

EIFS - PAINT
SW #6959 "BLUE CHIP"

BOLLARD SLEEVES - MATCH
SW #7670 "GRAY SHINGLE"
EIFS - PAINT SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE" (TYP.)
H.M. DOORS
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
TOP
TOP
SW #7670 "GRAY SHINGLE"

EIFS - PAINT
130' - 8"
TOP
131' - 4"
128' - 0"

SCREEN WALL
10' TALL PRECAST

PANEL JOINTS, TYP

SMOOTH PRECAST CONCRETE
SW 7048 "URBANE BRONZE"

CANOPY - PAINT
SW #7048 "URBANE BRONZE"

EIFS - PAINT
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7670 "GRAY SHINGLE"

SPLIT FACE CMU
SW #7668 "MARCH WIND"

EIFS - PAINT
SW #7668 "MARCH WIND"

EIFS - PAINT
SW 6959 "BLUE CHIP"

EIFS - PAINT
SW #7048 "URBANE BRONZE"

EIFS - PAINT
TYP
SW #7670 "GRAY SHINGLE"

SPLIT FACE CMU
TYP
SW #7668 "MARCH WIND"

SPLIT FACE CMU
(BEYOND)
SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL
(BEYOND)
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
132' - 0"
122' - 0"
TOM
124' - 0"
TOP
126' - 0"
SW #7048 "URBANE BRONZE" (TYP.)

CAP FLASHING - PAINT
130' - 6"
SW #7668 "MARCH WIND"

METAL TRELLIS - PAINT

FIN FLR
100' - 0"

FIN FLR
100' - 0"
SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL
SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
BRONZE" (TYP.)
SW #7048 "URBANE
H.M. DOORS
SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL
10'-0" HIGH PRECAST SCREEN WALL

TOP RAILS ON SIDE OF TRUCK WELL
42" HIGH CHAIN LINK FENCE WITH
SW #6959 "BLUE CHIP"
H.M. DOOR
SW # 7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
TOP

WALL AT TRUCK WELL

PRECAST SCREEN
10' TALL SMOOTH
131' - 4" SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL

PANEL SCORE LINES

SMOOTH PRECAST CONCRETE

PANEL JOINTS, TYP

SMOOTH PRECAST CONCRETE
TYP
SW #7048 "URBANE BRONZE"

EIFS - PAINT
128' - 0"
SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL
TYP
SW #7048 "URBANE BRONZE"

EIFS (CORNICE) - PAINT
TOP

FIN FLR
100' - 0"

FIN FLR
100' - 0"
SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL
SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE" (TYP.)

CAP FLASHING - PAINT
BRONZE"
SW #7048 "URBANE

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE" (TYP.)
H.M. DOORS
127' - 4"
128' - 0"
126' - 8"

PANEL SCORE LINES

SMOOTH PRECAST CONCRETE

PANEL JOINTS, TYP

SMOOTH PRECAST CONCRETE
TOP
TOP
TOP
128' - 0"
TOP
BRONZE" (TYP.)
SW #7048 "URBANE
H.M. DOORS
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
BRONZE"
SW #7048 "URBANE

SMOOTH PRECAST PANEL
126' - 8"
TOP
129' - 4"
TOP

FIN FLR
100' - 0"

FIN FLR
100' - 0"
SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL
SW #7670 GRAY SHINGLE

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

EIFS - PAINT
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7048 "URBANE BRONZE" (TYP.)
H.M. DOORS
SW #7668 "MARCH WIND"

EIFS - PAINT
SW #7048 "URBANE BRONZE"

SMOOTH PRECAST PANEL
SW #7670 "GRAY SHINGLE"

EIFS - PAINT
SW #6959 "BLUE CHIP"

BOLLARD SLEEVES - MATCH
SW #7670 "GRAY SHINGLE"

EIFS - PAINT

PAINT BLACK

JIB CRANE
TYP.

PREFINISHED WHITE
O.H. DOORS
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU
SW #7048 "URBANE BRONZE"

CORNICE - PAINT
TOP
126' - 0"

SCORE LINES

SMOOTH PRECAST CONCRETE

PANEL JOINTS, TYP

SMOOTH PRECAST CONCRETE
TOP
TOP
128' - 0"
127' - 4"
SW #7670 "GRAY SHINGLE"

SPLIT FACE CMU
SW #7668 "MARCH WIND"

EIFS - PAINT
SW #7048 "URBANE BRONZE"

EIFS - PAINT
SW #7670 "GRAY SHINGLE"

SPLIT FACE CMU
SW #7668 "MARCH WIND"
EIFS - PAINT 124' - 0"
132' - 0"
06/06/24
VISALIA, CA - Elevations 4
1" = 20'-0" A1B 1 1

EAST FRONT ELEVATION
1" = 20'-0" A1B1 2

SOUTH SIDE ELEVATION
1" = 20'-0" A1B1 3

WEST REAR ELEVATION
1" = 20'-0" A1B1 4

NORTH SIDE ELEVATION
06/25/24 06/27/24

FIN FLR
100' - 0"
B.O. CANOPY
113' - 6"
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU
SW #7670 "GRAY SHINGLE"

SMOOTH FACE CMU
SW #7048 "URBANE BRONZE"

PREFINISHED METAL

PREFINISHED FASCIA - BLUE DIGITAL PRICE READER

FIN FLR
100' - 0"
B.O. CANOPY
113' - 6"
SW #7670 "GRAY SHINGLE"

SMOOTH FACE CMU
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU

PREFINISHED FASCIA - BLUE
SW #7048 "URBANE BRONZE"

PREFINISHED METAL

DIGITAL PRICE READER

FIN FLR
100' - 0"
B.O. CANOPY
113' - 6"

PREFINISHED FASCIA - BLUE
(BEYOND)
SW #7048 "URBANE BRONZE"

PREFINISHED METAL
(BEYOND)
SW #7670 "GRAY SHINGLE"

SMOOTH FACE CMU
(BEYOND)
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU

DIGITAL PRICE READER
B.O. CANOPY
113' - 6"
SW #7048 "URBANE BRONZE"

SPLIT FACE CMU
SW #7670 "GRAY SHINGLE"

SMOOTH FACE CMU
SW #7048 "URBANE BRONZE"

PREFINISHED METAL PREFINISHED FASCIA - BLUE DIGITAL PRICE READER 06/25/24
VISALIA, CA - Elevations - Fuel Canopy 7
1/8" = 1'-0" 6 1 1

NORTH FRONT ELEVATION
1/8" = 1'-0" 61 2

WEST SIDE ELEVATION
1/8" = 1'-0" 61 3

EAST SIDE ELEVATION
1/8" = 1'-0" 61 4

SOUTH REAR ELEVATION
06/27/24

S S D D D
BIKE
LANE
BIKE
LANE D
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE

LANE BIKE LANEBIKE LANE BIKE LANE D BIKE LANE
CA
EV
CA
EV
CA
EV

CA CA CA

EV CAEV
IW IW

CA CAEV

CA CA S S D D Y H D D D Y H D D Y H D D D S S S S S S S D D D BIKE
LANE
BIKE
LANE D
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE
LANE
BIKE

LANE BIKE LANEBIKE LANE BIKE LANE D BIKE LANE

35.5' DIRECTION OF TRAVEL CUSTOMER SIDE REAR SIDE DIRECTION OF TRAVEL CUSTOMER SIDE REAR SIDE CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV DIRECTION OF TRAVEL 815 PARKING STALLS 379' CAR STACKING 327' CAR STACKING 155' TO ORDER POINT 22 15 12 11 11 11 11 11 11 11 11 TRASH RECYCLE GREASE TANK EVCS STAION(VAN ACCESIBLE) EVCS STAION NO PARKING NO PARKING NO PARKING EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS STAION EVCS
STAION
EVCS
STAION
EVCS
STAION
EVCS
STAION

DO NOT ENTER
STOP STOP S S D D Y H D D D Y H D D Y H D D D S S S S S VISALIA PARKWAY SHOPPING CENTER SWC VISALIA PARKWAY & S MOONEY BOULEVARD 18170.00 VISALIA, CA 93722 9.16.2024 SHEET 19 OF 23 EXHIBIT PEDESTRIAN CONNECTIVITY 0 NORTH 80 120 40 20 160 SCALE: 1"=40'-0" LEGEND PEDESTRIAN EXIT ACCESSIBLE STALL ????????????
???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????? ???????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????????? ?
??????????????????????
?
???????????????????????
?????????????????
?? ? ? ? ? ?
?? ? ? ?
?????
18 96 9018 96 90
18 96 9018 96 90
? 44 168 144 S4
? ?
???
? 44 168 144 S4
?
?
??????
SALES
100

CLUB CAFE
400

TIRE DISPLAY
600

RECEIVING DOCK
121

CURBSIDE
PICKUP
128

DELIVERY FROM
CLUB
129
BAKERY
900

SHOP-IN

PRODUCE
COOLER
908

SHOP-IN DAIRY
COOLER
916

CART STORAGE
101

VESTIBULE
102

MEMBERSHIP/

RETURNS
110
CENTER

BATTERY

TIRE AND
601

TIRE STORAGE
606

PIZZA PREP
401

SNACK PREP
402

UTILITY ROOM
403

FREEZER
405
COOLER
404

DRY STORAGE
406

BEVERAGE
CLOSET
407

AP ROOM
106

CASH ROOM
105

CASH RECYCLING
103

STORAGE
206

QUIET ROOM
207

DISPLAY

BATTERY
604

TBC ALCOVE
607

TBC TOILET
603

LOCKERS
202
ALCOVE
208

EMPLOYEE

BREAKROOM
201

MOTHERS PREP
203
RM

MOTHER RM
204
JANITOR 2
117

VC VESTIBULE
711

ELECTRICAL
115

USED TIRE AND

STORAGE

BATTERY
605

POS COOLER
911
POS FREEZER 1
910
POS FREEZER 2
909

SERVICE SUSHI
921

PRODUCE WASH
142
20' H. CPU
COOLER
131

FREEZER
20' H. CPU
132

FREEZER
BAKERY
902 BAKERY COOLER
901

STAGING
120

MEAT COOLER
905

MEAT PREP
906

UTILITY ROOM
127

ASSOCIATE'S
TOILET
119
JANITOR 1
108

ROTISSERIE

DISPLAY
903

ROTISSERIE
PREP
904
COOLER

POULTRY
914

HMS PREP
907

DELI COOLER
915

DEMO ROOM
912

REFRIGERATION

ENCLOSURE
118

RECEIVING
OFFICE
124

RECEIVING
TOILET
122

WAITING ROOM
123
WOMEN
114
113
MEN
ALCOVE
111

FAMILY TOILET
112

PHARMACY

HEALTH SERVICE
300
ROOM 1
301

HEALTH SERVICE
ROOM 2
302

HEARING CENTER
710

MANAGER
104

COMPUTER
107

OPTICAL SALES
700

TRAINING
200
205
CBL
EXAM ROOM #1
705

CONTACTS
702
EXAM ROOM #2
706

STORAGE
709
09/24/24
VISALIA, CA - Floor Plan 3
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION Th
09/25/24
09/26/24 10/01/24
e Building images shown are a representation of the current design intent only. The building images may not reflect variations in color, tone, hue, tint, shading, ambient light intensity, materials, texture, contrast, font style, construction variations required by building codes or inspectors, materials, or final design detailing. 10/09/24
1 5
5 3
5 2
5 4
06/25/24
VISALIA, CA - Fuel Station - Floor Plan 6
7 7
7 7
06/27/24
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION Th
09/09/24 09/25/24
09/24/24 09/26/24 10/01/24
e Building images shown are a representation of the current design intent only. The building images may not reflect variations in color, tone, hue, tint, shading, ambient light intensity, materials, texture, contrast, font style, construction variations required by building codes or inspectors, materials, or final design detailing. 10/09/24
DESIGN REPRESENTATION ONLY - NOT FOR CONSTRUCTION Th

ENTRY PERSPECTIVE
The Landscape images shown reflect design intent only and are not reflective of exact species or size.

Refer to landscaping plan by others for species, size and location.

Pickup Pickup Pickup Pickup Pickup Pickup Pickup Pickup Pickup Pickup

BAIL OUT

TRASH RECYCLE

G REASE TANK

EVCS STATION (VAN ACCESSIBLE)

EVCS STATION EVCS STATION EVCS STATION
AC
VE
AC
VE
AC
VE

AC AC AC
VE
CA
EV
AC
CA
EV
AC AC
31'

N O P A R K I N G

E S C A P E L A N E E S C A P E L A N E E S C A P E L A N E DO NOT
ENTER

ON GNI KRAP

D RECTO N O FTRAVEL

CU STO MERS ID E

R E ARSIDE

D RECTO N O FTRAVEL

CU STO MERS ID E

R E ARSIDE

C L E A N A I R / V A N P O O L / E V C L E A N A I R / V A N P O O L / E V

C L E A N A I R / V A N P O O L / E V

DRIVE THRU ENTRANCE

D RECTO N O FTRAVEL
AC
VE
AC AC
VE
D
D
D
D
PB

EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT

STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP

POTS POTS POTS POTS POTS

STOP STOP STOP STOP STOP

POTS POTS POTS POTS

STOP STOP STOP STOP STOP
POTS
VAN
VAN
VAN
VAN
TON OD
RETNE

STOP STOP
S
S
V
D

ISALIA PARKWAY
S. M
O
O
N
E
Y
B
L
V
D
2 1

Refer to landscaping plan by others for species, size and location.

Pickup Pickup Pickup Pickup Pickup Pickup Pickup Pickup Pickup Pickup

BAIL OUT

TRASH RECYCLE

G REASE TANK

EVCS STATION (VAN ACCESSIBLE)

EVCS STATION EVCS STATION EVCS STATION
AC
VE
AC
VE
AC
VE

AC AC AC
VE
CA
EV
AC
CA
EV
AC AC
31'

N O P A R K I N G

E S C A P E L A N E E S C A P E L A N E E S C A P E L A N E DO NOT
ENTER

ON GNI KRAP

D RECTO N O FTRAVEL

CU STO MERS ID E

R E ARSIDE

D RECTO N O FTRAVEL

CU STO MERS ID E

R E ARSIDE

C L E A N A I R / V A N P O O L / E V C L E A N A I R / V A N P O O L / E V

C L E A N A I R / V A N P O O L / E V

DRIVE THRU ENTRANCE

D RECTO N O FTRAVEL
AC
VE
AC AC
VE
D
D
D
D

EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT

STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP

POTS POTS POTS POTS POTS

STOP STOP STOP STOP STOP

POTS POTS POTS POTS

STOP STOP STOP STOP STOP
POTS
VAN
VAN
VAN
VAN
TON OD
RETNE

STOP STOP
S
S
V
D

ISALIA PARKWAY
S. M
O
O
N
E
Y
B
L
V
D
2 1

Refer to landscaping plan by others for species, size and location.

OPERATIONAL STATEMENT FOR PAGE 1 OF 3
THE COMMONS AT VISALIA PARKWAY (CUP2019-31)

THE OPERATIONAL STATEMENT
FOR
THE COMMONS AT VISALIA PARKWAY (CUP 2019-31)
✓ DESCRIBE, IN DETAIL, THE PROPOSED USE(S)
• The Corner Parcel drive-through is proposed as a fast-food user with dual drive-through access. The gross floor area for this building is approximately 5,600 square feet, and a parcel size of 2.15 acres.

The fast-food user operates by providing quick-service dining options through a streamlined assembly-line approach to food preparation and service. • The Car Wash Parcel is proposed as a full-service car wash facility with drying stations. The gross floor area for this building is approximately 7,500 square feet, and a parcel size of 1.24 acres. The car wash operates by cleaning vehicles using automated or manual washing systems, ensuring thorough cleanliness and often offering additional services such as waxing or detailing. • Anchor Tenant is being proposed as a big box retail store with a gross floor area of 172,000 square feet, and a parcel size of 18.79 acres. The site will also sell gasoline and diesel fuels, with 14 fueling stations underneath a 9,000 SF canopy and a 200 SF fueling station building. A big box retail membership club store operates by offering bulk merchandise at discounted prices to members, typically requiring annual subscriptions for access to exclusive products and services.
✓ DESCRIBE, IN DETAIL, THE KNOWN USE(S)
• Texas Roadhouse is now open, with a gross floor area of 7,600 square feet, and a parcel size of 1.56 acres.
• Les Schwab Tires is now open, with a gross floor area of 4,088 square feet, and a parcel size of 1.07 acres.
• Panda Express is now open, with a gross floor area of 2,600 square feet, and a parcel size of 0.76 acres.
• Dutch Brothers is now open, with a gross floor area of 960 square feet, and a parcel size of 0.85 acres.
✓ POTENTIAL TENANTS
• With this amendment, all available parcels have specific designated uses, therefore no future tenants are proposed at this time.
✓ HOURS OF OPERATIONS
• The following is a table showing the Hours of operations for the Anchor Tenant and accompanying Fuel Center.
✓ OPERATIONAL INFORMATION
• To be determined at the time of development or future entitlement submittals.

TYPE OF

OPERATION
MONDAYFRIDAY SATURDAY SUNDAY

BIG BOX
RETAIL
10:00 A.M –
08:00 P.M
09:00 A.M –
08:00 P.M
10:00 A.M –
06:00 P.M
EARLY

SHOPPING
08:00 A.M –
10:00 A.M
08:00 A.M –
09:00 A.M N/A
CAFE 10:00 A.M –
07:00 P.M
10:00 A.M –
07:00 P.M
10:00 A.M –
06:00 P.M
FUEL
CENTER
06:00 A.M –
09:00 P.M
06:00 A.M –
09:00 P.M
09:00 A.M –
07:00 P.M
OPERATIONAL STATEMENT FOR PAGE 2 OF 3
THE COMMONS AT VISALIA PARKWAY (CUP2019-31)
✓ LOADING TIMES
• The Fuel Center receives deliveries around the clock unless restricted by the AHJ. • The Anchor tenant receives deliveries from 07:00 A.M – 10:00 P.M, 7 days a week. ✓ PARCEL BOUNDRY RECONFIGURATION
• The interior parcel boundaries will be reconfigured according to lot line adjustment permit LLA24-007 and LLA24-008
✓ ROAD IMPROVEMENT WORK
• The road improvements to be conducted at the driveway entrance located north of the property, which is currently the most eastern. This involves demolishing the existing entrance to construct a new sidewalk and creating a new drive aisle west of the old one, necessitating the demolition of the current sidewalk to facilitate these changes ✓ BUILDING AREA BREAK DOWN
• The following is a Table showing the building square footages from what was originally approved with the commons at Visalia Parkway master plan and the amended master plan:

ORIGINAL AMMENDED
C-STORE 4,088 SF ANCHOR 165,459 SF
MAJOR 1 56,800 SF CAR WASH 6,215 SF
MAJOR 2 29,800 SF FAST FOOD 5,588 SF
SHOP A 10,000 SF RESTAURANT 1 7,646 SF
SHOP B 10,000 SF RESTAURANT 2 2,540 SF
RESTAURANT 7,500 SF DRIVE-THRU 950 SF
DRIVE THROU 2 3,000 SF AUTOMOTIVE 12,000 SF
DRIVE THRU 3 5,000 SF - -
AUTOMOTIVE 12,000 SF - -
TOTAL 138,188 SF TOTAL 200,398 SF
✓ PARKING COUNT BREAK DOWN
• The following is a Table showing the parking count from what was originally approved with the commons at Visalia Parkway master plan and the amended master plan.

ORIGINAL AMMENDED
C-STORE 30 ANCHOR 815
MAJOR 1 276 CAR WASH 20
MAJOR 2 100 FAST FOOD 137
SHOP A 63 RESTAURANT 1 90
SHOP B 70 RESTAURANT 2 29
RESTAURANT 106 DRIVE-THRU 4
DRIVE THROU 1 30 AUTOMOTIVE 46
DRIVE THRU 2 25 - -
AUTOMOTIVE 44 - -
TOTAL 744 TOTAL 1,141
OPERATIONAL STATEMENT FOR PAGE 3 OF 3
THE COMMONS AT VISALIA PARKWAY (CUP2019-31)
✓ SITE SECURITY MEASURES
Retail Store Security Measures
• Internal Alarm systems
o Provided throughout the building and communicates/alerts local authorities. • Communication mechanisms with local authorities
• Fire Alarm systems
o Part of the standard building design and approved by the local fire authority. • CO2 alarms if applicable
• Security/Emergency training of staff
o Staff goes through safety training upon hiring and internal teams trained for emergency situations.

Fuel Station
• Emergency Security Shut offs
• Emergency Stop Buttons, fire extinguishers, emergency telephone, and an attendant call button. • Spill kits and spill training
o Spill kits to clean up any gas spills at the site
o Staff is trained on how to clean up localized spills and prevent future spills • Communication mechanisms to the Retail store
o Telecommunication line provided to retail store
Site/Parking lot
• Shopping cart containment system
o Only if required by the city
Site Lighting
o Provided across the site to meet local code to properly illuminate the site and not have any “dark” spots across the site.
o The lights will follow store hours and can be adjusted to accommodate city timing requirements o Adjusted at property lines to not have light “spillage” onto other properties.

- 2 -
- 3 -
Time Tuesday Wednesday Thursday
6 97 97 98
7 128 124 130
8 141 149 145
9 142 149 151
10 148 160 158
Daily Peak Average
(6-10 AM) 131 139 136
135.54

8.47 Time Tuesday Wednesday Thursday
4 174 175 173
5 176 174 175
6 165 169 167
7 149 149 153
8 103 106 108
Daily Peak Average
(4-8 PM) 154 154 155
154.39

9.65 Daily Total 2,163 2,255 2,266
2,228.04
139.25
Notes:

TABLE 1
Average of Daily Peak Average
AM
PM
Average of Daily Peak Average
Average of Daily Total
Daily Rate
AM Trip Rate
PM Trip Rate

SAM'S FUEL BAKERSFIELD

TRIP GENERATION DERIVATION - WEEKDAY
Daily Peak Average - Average number of transactions in the AM or PM peak period per day
AM Trip Rate - Estimated number of morning peak trips per fueling position
Daily Rate - Estimated number of daily trips per fueling position PM Trip Rate - Estimated number of evening peak trips per fueling position
Sam's Fuel Visalia - 4 - Kimley-Horn and Associates, Inc.

Time Saturday
6 85
7 127
8 171
9 188
10 193
Peak Average
(6-10 AM) 153

9.56 Time Saturday
4 168
5 158
6 147
7 122
8 74
Peak Average
(4-8 PM) 115

7.19 2,253
141
Notes:

TABLE 2
AM
PM
Daily Total
Daily Rate
AM Trip Rate
PM Trip Rate

SAM'S FUEL BAKERSFIELD

TRIP GENERATION DERIVATION - SATURDAY
Peak Average - Average number of transactions in the
AM or PM peak period
AM Trip Rate - Estimated number of morning peak
trips per fueling position
PM Trip Rate - Estimated number of evening peak trips
per fueling position
Daily Rate - Estimated number of daily trips per fueling position
Sam's Fuel Visalia - 5 - Kimley-Horn and Associates, Inc.

Mr. Finnegan, June 28, 2024, Page 6
kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 The project is estimated to generate 3,899 daily trips, 237 morning peak hour trips, and 270 evening peak hour trips on a weekday. The project is estimated to generate 3,943 daily trips, 268 morning peak hour trips, and 201 evening peak hour trips on a Saturday. Trip generation estimates for the proposed fueling positions are summarized on Table 3.

DRIVE-THROUGH ANALYSIS
A drive-through queueing analysis for the proposed fueling positions was conducted. The queueing analysis takes into consideration the potential impacts to the on-site circulation as a result of excessive queueing.

To determine the queue for the proposed project, the queueing analysis assumes that the queue at the pumps follows a multi-channel queueing model with Poisson arrival and exponential service times (M/M/C model). This allows for an average queue length to be forecasted.

The following equation was used and is applicable to calculate M/M/C queues. (݁ݑ݁ݑݍ ݅݊ & ݅ܿ݁ݒݎ݁ݏ ݅݊) ݁݉ݐݏݕݏ ݁ℎݐ ݅݊ ݏ݈݅ܿ݁ℎ݁ݒ ݂݋ ݎܾ݉݁ݑ݊ ܽ݃݁ݎ݁ݒܣ ܳ =
ߩ଴ܲ
ேାଵ
ܰ! ܰ
൤
1 (/ܰߩ 1−)
ଶ
൨ Where ܲ଴ is the probability of not having a queue, ߩ is the utilization factor, and ܰ is the number of service channels.

The weekday evening peak hour trip generation for the Sam’s Fuel Visalia was chosen to represent the worst-case scenario. The drive-through generates the inbound trips as shown in Table 1, presented previously. All inbound project trips are expected to utilize the drive-through.

The service rate, μ, was calculated based on the assumption that a typical customer spends three and a half minutes at a fueling position. This fueling time can be used to calculate the service rate via the following equation.
= ݓ
ܳ + ߩ
ߣ
−
1 ߤ
Where ݓ is the average waiting time in queue and being served.

The results of the analysis are summarized in Table 4. Based on these calculations, the average queue that is anticipated at the drive-through would not exceed four vehicles at a given time. This assessment takes into consideration a worst-case trip generation estimate of 10 inbound trips per pump during the evening peak hour. The proposed drive-through aisles have approximately 110 feet of stacking distance behind the vehicle at the fuel pump, as shown on Figure 3. Assuming that a stationary vehicle occupies 20-25 feet of length, there is no queue anticipated to spill out into the parking lot drive aisle during normal conditions. While there is a potential for a longer queue to be experienced on a less frequent basis, the average queue would be accommodated by the available stacking distance. There is capacity for up to five vehicles behind the vehicle being serviced.

Mr. Finnegan, June 28, 2024, Page 7
kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 TABLE 3

TRIP GENERATION ESTIMATES

SAM'S FUEL VISALIA

SUMMARY OF PROPOSED TRIPS
Trip Generation Rates
Daily AM PM
Weekday 139 8.47 9.65
Saturday 141 9.56 7.19
Trip Generation Estimates
Quantity Unit Daily AM PM
Weekday 28 FP 3,899 237 270
Saturday 28 FP 3,943 268 201
Notes:

FP = Fueling Positions
TABLE 4

SUMMARY OF DRIVE-THROUGH ANALYSIS

SINGLE FUEL PUMP DRIVE-THROUGH
Weekday Peak Inbound Trips 10
Arrival Rate λ (veh/hr) 20
Service Rate μ (sec/veh) 300
Average # of Vehicles in System (vehicles in queue) 3.79 Queueing Space Provided 110’
Queueing Capacity (veh) 5

DO NOT ENTER

STOP STOP
- 8 -
Mr. Finnegan, June 28, 2024, Page 9
kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030

CONCLUSIONS
Kimley-Horn and Associates, Inc. completed the traffic analysis for the proposed Sam’s Club Fuel Project located within the proposed Sam’s Club Fuel Center at southwest corner of W Visalia Parkway and S Mooney Boulevard in the City of Visalia. This traffic memorandum has been prepared to summarize the analysis results. Kimley-Horn has provided an assessment of traffic generated by the proposed project and of queueing within the drive-through component.

Daily and peak hour trips were estimated for the proposed project. The project is estimated to generate 3,899 daily trips, 237 morning peak hour trips, and 270 evening peak hour trips on a weekday. The project is estimated to generate 3,943 daily trips, 268 morning peak hour trips, and 201 evening peak hour trips on a Saturday.

Furthermore, the analysis included an assessment of projected queueing lengths at the fuel pump drive-through. The results of the analysis indicate that the queuing capacity currently proposed is adequate to accommodate the average queue lengths forecasted at the fuel pump drivethrough.

If you are in a high demand/high traffic situation at the fuel pumps, the process below can assist with safety and security.

Associate Staffing
o All associates working the area must be in company approved yellow safety vests o Minimum 2 associates working fuel station
▪ One trained and certified, working the pump area
▪ One (or more, based on needs) to work the line of cars o Welcome members and validate membership cards
o Communicate status of fuel
o Remind all members we do not accept cash for fuel
o Coordinate which pumps are open/operational and communicate to members Control the Flow
o Create queue line depending on the site differences
o Create one way in and one way out for ease of traffic flow o Funnel the exit to allow 2 cars wide to exit (preventing cars from entering the exit area) ▪ Use pallets or cones to create a traffic funnel
o Associates always wearing yellow vest and maintain control of line o Ensure the Fuel Station Associate has the club-use gas card for members who have membership card issues o If you have more than 50 cars in line, notify the MAPM. MAPM’s will direct 3rd Party Security requests to the Risk Mitigation Team for additional support.

Approved Containers
o Validate members are using approved containers only for fuel Monitor Tank Gauge
o At 1,500 gallons, we need to start communicating to all members in line that fuel is running low. ▪ You can allow approximately 20-25 additional vehicles to get fuel prior to closing (including vehicles & gas cans for generators)
o At 500 gallons, close the station and stop pumping.
o Running the tanks lower than 500 gallons brings the risk of overheating and destroying the tank motor, which would take the entire fuel station offline for several days. o If there are safety concerns with upset members, engage 3 rd Party Security personnel and/or
Management immediately. If there is a life safety concern, contact 911.

Out of Fuel
o Use pallets, cardboard bales, caution tape to block pumps o Create a sign and post it in an area that is very visible from the road to prevent traffic from entering.

Note: If a driver has waited in line but is not a member, do not turn them away. Use the club use gas card to initiate the transaction for them at the pump.

Fuel Station Staffing and Line Control
862 Pollasky Avenue ♦ Clovis, California 93612 ♦ (559) 299-1544 ♦ www.peters-engineering.com Mr. Jim Shehadey June 21, 2024
Visalia Parkway Partners, LLC
405 North Palm Avenue
Fresno, California 93701
Subject: Drive-Through Queue Analysis
Proposed Car Wash in The Commons at Visalia Parkway
Southwest of the Intersection of Mooney Boulevard and Visalia Parkway Visalia, California
Dear Mr. Shehadey:

This report presents the results of limited traffic analyses for the subject project. The analysis focuses on the anticipated length of queues in the proposed car wash drive-through.

The proposed car wash building includes one wash tunnel and a total queue storage length of approximately 675 feet (storage for approximately 33 vehicles assuming an average storage length of 20 feet per vehicle). The car wash is expected to utilize an average chain speed of 150 vehicles per hour. The chain speed can be increased to 200 vehicles per hour during peak periods.

Table 1
Project Trip Generation Calculations
Land
Use Units
Peak Hour
Rate In:Out In Out Total
948 1 tunnel 77.50 50:50 39 39 78
Reference: Trip Generation Manual, 11
th Edition, Institute of
Transportation Engineers 2021
Rates are reported in trips per car wash tunnel.

Drive-Through Queue Analysis – Chick-Fil-A Restaurant June 21, 2024 The Commons at Visalia Parkway, Visalia, California Page 2 In queuing theory, an M/M/1 queue represents the queue length in a system having one server where arrivals follow a Poisson process and service times are exponentially distributed. The following formulas apply to the M/M/1 queue analyses:

N = λ
2 / (μ(μ - λ)) = I2/ (1-I)
P(N) = (1-I)IN
where:

N = the average number of vehicles in the queue
λ = the average number of vehicle arrivals per hour
μ = the average service rate in vehicles per hour
I = traffic intensity = λ / μ
P = the probability of the number of vehicles in the queue being N The trip generation analyses suggest that the Project will generate up to 39 trips per peak hour of the generator. Based on 39 vehicles per hour using the car wash with a service rate of 150 vehicles per hour, the average queue length in the drive through during the peak hour is calculated as approximately zero to one vehicle as follows:

N = λ
2 / (μ(μ - λ)) = 392/(150(150-39)) = 0.1 vehicles
The probability of the queue length containing a given number of vehicles is presented in Table 2.

Table 2
Probability of Queue Length During Weekend Peak Hour
Number of Vehicles
in Queue (N)
Probability of N
Vehicles in Queue
Cumulative
Probability
0 74.0% 74.0%
1 19.2% 93.2%
2 5.0% 98.2%
3 1.3% 99.5%
4 0.3% 99.9%
5 0.1% 100.0%
The analyses suggest that the proposed car wash storage length is adequate to accommodate the anticipated queues.

In the event that queues are observed filling the three payment lanes, it is recommended that the proposed car wash implement a traffic action plan consisting of increasing the chain speed.

Drive-Through Queue Analysis – Chick-Fil-A Restaurant June 21, 2024 The Commons at Visalia Parkway, Visalia, California Page 3 Thank you for the opportunity to perform these analyses. Please feel free to contact our office if you have any questions.

PETERS ENGINEERING GROUP
John Rowland, PE, TE
862 Pollasky Avenue ♦ Clovis, California 93612 ♦ (559) 299-1544 ♦ www.peters-engineering.com Mr. Jim Shehadey June 21, 2024
Visalia Parkway Partners, LLC
405 North Palm Avenue
Fresno, California 93701
Subject: Drive-Through Queue Analysis
Proposed Chick-Fil-A Restaurant in The Commons at Visalia Parkway Southwest of the Intersection of Mooney Boulevard and Visalia Parkway Visalia, California
Dear Mr. Shehadey:

This report presents the results of limited traffic analyses for the subject project. The analysis focuses on the anticipated length of queues in the proposed Chick-Fil-A drivethrough.

The proposed Chick-Fil-A building covers approximately 5,588 square feet and includes two drive through lanes with a combined storage length of 706 feet (storage for approximately 35 vehicles assuming an average storage length of 20 feet per vehicle). Chick-Fil-A reports that 60 percent of sales are typically in the drive through. The drive through service rate for an established Chick-Fil-A restaurant is 150 vehicles per hour.

Data provided in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11 th Edition, were used to estimate the peak number of trips expected to be generated by the restaurant. Table 1 presents the results of the trip generation calculations based on ITE Land Use 934, Fast-Food Restaurant with Drive-Through Window, using the data sets for peak hour of generator on both weekdays and weekends. A comparison of Saturday and Sunday data revealed that Saturday peak hour of generator governs on the weekend. As discussed previously with the City of Visalia, the City recognizes Chick-Fil-A is above average in terms of trip generation, and the rate utilized is one standard deviation above the average.

Table 1
Project Trip Generation Calculations
Land
Use Units
Weekday P.M. Peak Hour
of Generator
Saturday Peak Hour
of Generator
Rate In:Out In Out Total Rate In:Out In Out Total
934 5,588 sf 75.85 51:49 216 208 424 79.87 51:49 228 219 447 Reference: Trip Generation Manual, 11
th Edition, Institute of Transportation Engineers 2021
Rates are reported in trips per 1,000 square feet of building area.

N = λ
2 / (μ(μ - λ)) = I2/ (1-I)
P(N) = (1-I)IN
where:

N = the average number of vehicles in the queue
λ = the average number of vehicle arrivals per hour
μ = the average service rate in vehicles per hour
I = traffic intensity = λ / μ
P = the probability of the number of vehicles in the queue being N The trip generation analyses suggest that the Project will generate up to 228 trips per peak hour of the generator, and it is estimated that approximately 60 percent of those will use the drive through (approximately 137 drive through trips per peak hour).

Based on 137 vehicles per hour using the drive through with a service rate of 150 vehicles per hour and assuming one server, the average queue length in the drive through during the peak hour is calculated as approximately 10 vehicles as follows:

N = λ2/ (μ(μ - λ)) = 1372/(150(150-137)) = 9.6 vehicles The probability of the queue length containing a given number of vehicles is presented in Table 2.

The analyses suggest that the proposed drive-through storage length is adequate to accommodate the 96th-percentile queue during the maximum peak hour of the generator, which is likely to occur on a Saturday. In other words, the probability that the queue would exceed the storage capacity at any time during the restaurant’s maximum peak hour is less than four percent.

Drive-Through Queue Analysis – Chick-Fil-A Restaurant June 21, 2024 The Commons at Visalia Parkway, Visalia, California Page 3 Table 2
Probability of Queue Length During Weekend Peak Hour
Number of Vehicles
in Queue (N)
Probability of N
Vehicles in Queue
Cumulative
Probability
0 8.7% 8.7%
1 7.9% 16.6%
2 7.2% 23.8%
3 6.6% 30.4%
4 6.0% 36.4%
5 5.5% 42.0%
6 5.0% 47.0%
7 4.6% 51.6%
8 4.2% 55.8%
9 3.8% 59.6%
10 3.5% 63.1%
11 3.2% 66.3%
12 2.9% 69.2%
13 2.7% 71.9%
14 2.4% 74.3%
15 2.2% 76.6%
16 2.0% 78.6%
17 1.9% 80.4%
18 1.7% 82.1%
19 1.5% 83.7%
20 1.4% 85.1%
21 1.3% 86.4%
22 1.2% 87.6%
23 1.1% 88.6%
24 1.0% 89.6%
25 0.9% 90.5%
26 0.8% 91.4%
27 0.7% 92.1%
28 0.7% 92.8%
29 0.6% 93.4%
30 0.6% 94.0%
31 0.5% 94.5%
32 0.5% 95.0%
33 0.4% 95.4%
34 0.4% 95.8%
35 0.4% 96.2%
Drive-Through Queue Analysis – Chick-Fil-A Restaurant June 21, 2024 The Commons at Visalia Parkway, Visalia, California Page 4 It is recommended that the proposed Chick-Fil-A implement a traffic action plan as described below.

1. For typical service (non-peak), guests will place their order at the menu boards, then pull forward to pay and have food delivered at the order delivery window.

2. As traffic increases, Chick-Fil-A will add two team members (employees) to take orders electronically from vehicles in the drive-through lanes in advance of the order boards. This will allow meal assembly to begin earlier in the drive-through process.

3. As traffic increases, Chick-Fil-A will add another team member to the drive-through to take payments ahead of the meal delivery window.

4. At peak service time, full deployment of upstream meal delivery in the drive-through queue will take place. This includes team members taking orders and payments ahead of the menu board location and delivery window. Meal delivery would continue to occur at the delivery window, as well additional team members delivering food upstream in the drive-through queue (prior to the delivery window) to help expedite service and throughput.

5. At any time during either typical service or peak service times, vehicles that arrive at the delivery window may be asked to pull into a parking stall if it is anticipated that the delivery would be delayed. A team member would deliver the meal to the parked vehicle.

Thank you for the opportunity to perform these analyses. Please feel free to contact our office if you have any questions.

PETERS ENGINEERING GROUP
John Rowland, PE, TE
CA

EV CAEV CA

EV CA CA CA

EV CAEV

CA CAEV

CA CA TRASH RECYCLE TANK GREASE

EVCS STATION
(VAN ACCESSIBLE) EVCSSTATION
EVCS

STATION
EVCS

STATION DIRECTION OF TRAVEL

CUSTOMER SIDE

REAR SIDE DIRECTION OF TRAVEL

CUSTOMER SIDE

REAR SIDE

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV DIRECTION OF TRAVEL

DO NOT ENTER

STOP STOP EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT

PRELIMINARY SITE PLAN

PROPOSED SAM'S CLUB NORTH

PROPOSED RETAIL BUILDING

Visalia City CouncilDecember 3, 2024

Visalia City Council
December 3, 2024