HomeMy WebLinkAboutA - Project 1 (ARCH-0034-2024, Lots 16-17) Project PlansA1.0
EARTHWOOD LANE / LOTS 16 & 17
Date
MAY 12, 2026
San Luis Obispo, CA
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
ADDRESS:4195 (LOT 16) & 4185 (LOT 17)
EARTHWOOD LANE
APN:053-258-057 (LOT 16)
053-258-058 (LOT 17)
SITE AREA:
LOT 16:0.21 ACRES (9,277 SF)
LOT 17:0.21 ACRES (9,011 SF)
TOTAL SITE AREA:0.42 ACRES (18,288 SF)
ZONING:M-SP (MANUFACTURING)
ADJACENT ZONING:
WEST, NORTH, EAST SIDES:M-SP
SOUTH SIDE:R-4
SPECIFIC PLAN:AIRPORT AREA SPECIFIC PLAN
TYPE OF CONSTRUCTION:TYPE VB
SPRINKLERS:YES (NFPA-13)
PROPOSED OCCUPANCY:B (OFFICE - PRODUCTION AND ADMINISTRATION)
F-1, M, S-1 OR, S-2
BUILDING AREA:
LOT 16:4,682 SF
LOT 17:3,774 SF
TOTAL BUILDING AREA:8,456 SF
USE:
EXISTING USE:VACANT
PROPOSED USE:COMMERCIAL
NUMBER OF STORIES:
LOT 16:2 STORIES
LOT 17:1 STORY
SETBACKS:
FRONT SETBACK REQUIRED:16 FEET
FRONT SETBACK PROVIDED:16 FEET
FRONT SETBACK TO PARKING REQUIRED:5 FEET
FRONT SETBACK TO PARKING PROVIDED:5 FEET
REAR SETBACK REQUIRED:NONE
REAR SETBACK PROVIDED:NONE
LOT 16 SOUTH SIDE SETBACK REQUIRED:8 FEET (23 - 26 FEET HEIGHT)
LOT 16 SOUTH SIDE SETBACK PROVIDED:8 FEET
LOT 16 NORTH SIDE SETBACK REQUIRED:NONE
LOT 16 NORTH SIDE SETBACK PROVIDED:5 FEET
LOT 17 SOUTH SIDE SETBACK REQUIRED:NONE
LOT 17 SOUTH SIDE SETBACK PROVIDED:NONE
LOT 17 NORTH SIDE SETBACK REQUIRED:NONE
LOT 17 NORTH SIDE SETBACK PROVIDED:NONE
4195 & 4185 EARTHWOOD LANE SAN LUIS OBISPO
PROJECT DATA
PROJECT DIRECTORY
ARCHITECTURAL
A0.0 COVER SHEET
A1.0 PROJECT DATA
A2.0 EXISTING CONDITIONS
A2.1 PROPOSED SITE PLAN / FLOOR PLAN
A2.1b PROPOSED SECOND FLOOR PLAN
A2.2 EASEMENT MODIFICATION PLAN
A2.3 PROPOSED ROOF PLAN
A3.0 PROPOSED BUILDING ELEVATIONS
A4.0 PROPOSED SITE LIGHTING
A5.0 PROPOSED COLOR & MATERIALS
A6.0 PROPOSED SIGNAGE PROGRAM
LANDSCAPE
L1.0 PROPOSED LANDSCAPE PLAN
L1.1 PROPOSED LANDSCAPE PALETTE
CIVIL & STORMWATER
C1.0 PRELIMINARY GRADING PLAN
C2.0 PRELIMINARY EROSION CONTROL PLAN
C3.0 STORMWATER PLAN
PROJECT SITE
NORTH
THE BUILDING SITE IS PART OF TRACT 2943 PHASE 2 AND IS CURRENTLY VACANT.
PUBLIC IMPROVEMENTS INCLUDING THE STREET, CURB/GUTTER, STREET TREES,
SIDEWALK AND UTILITIES STUBBED TO THE INDIVIDUAL SITES ARE EXISTING. PROPOSED
PUBLIC IMPROVEMENTS ARE LIMITED TO THE INSTALLATION OF A NEW CURB CUT FOR
THE DRIVE APPROACH.
THE BUILDING SITE IS LOCATED WITHIN THE JURISDICTION OF THE AIRPORT AREA
SPECIFIC PLAN (AASP).
THE APPLICANT IS REQUESTING A MODERATE LEVEL DEVELOPMENT REVIEW AND AN
ADMINISTRATIVE USE PERMIT TO ALLOW THE PROPOSED "OFFICE - PRODUCTION AND
ADMINISTRATION". AN ADMINISTRATIVE USE PERMIT IS A REQUIREMENT OF THE AASP
FOR THIS USE WITHIN 'M' ZONING.
THIS PROJECT PROPOSES THE CONSTRUCTION OF TWO SINGLE-STORY BUILDINGS THAT
WILL BE LEASED TO COMMERCIAL TENANTS. THE BUILDING ON LOT 16 TENANT IS
ANTICIPATED TO BE ARRIS STUDIO ARCHITECTS. THE TENANT PLANS TO OPERATE
SERVICES MONDAY - FRIDAY FROM 7AM - 6PM. THE BUILDING ON LOT 17 TENANTS
ARE TO BE DETERMINED. THEY WILL LIKELY INCLUDE LIGHT, MANUFACTURING,
WHOLESALERS, STORAGE, OFFICE - PRODUCTION AND ADMINISTRATION AND/OR
ACCESSORY OFFICE USES.
THE BUILDINGS SHARE A COMMON DRIVE ENTRANCE, PARKING LOT DRIVE AISLE AND
TRASH/RECYCLING ENCLOSURE. A NEW SHARED ACCESS EASEMENT AND
MAINTENANCE AGREEMENT WILL BE CREATED TO ADDRESS THE SHARED PARKING LOT
DRIVE AISLE AND TRASH ENCLOSURE.
THE BUILDINGS HAVE BEEN DESIGNED TO COMPLY WITH THE COMMUNITY DESIGN
GUIDELINES AS WELL AS THE DEVELOPMENT STANDARDS IN THE AIRPORT AREA
SPECIFIC PLAN.
THE APPLICANT WILL COMPLY WITH THE CITY OF SLO'S PUBLIC ART REQUIREMENT
BY INCORPORATING PUBLIC ART ONSITE. IF THAT PROVES INFEASIBLE, THE
APPLICANT TO PAY THE APPROPRIATE IN-LIEU FEE.
THE APPLICANT IS REQUESTING TO REMOVE ONE STREET TREE THAT CONFLICTS WITH
THE DRIVEWAY APPROACH AND PROVIDE ONSITE COMPENSATORY PLANTING.
PROJECT DESCRIPTIONSHEET INDEX
VICINITY MAP
OWNER (LOT 17)
CODY & JACQUELINE GAMBRIL
1336 PASEO LADERO
ARROYO GRANDE, CA 93420
CONTACT:CODY GAMBRIL
PHONE:(559) 760-9157
EMAIL:CGAMBRIL102@GMAIL.COM
CIVIL ENGINEER
HODGE COMPANY
351 SAN MIGUEL AVE
SAN LUIS OBISPO, CA 93401
CONTACT:MIKE HODGE
PHONE:(805) 215-8753
EMAIL:HODGECOMPANY@GMAIL.COM
BUILDING HEIGHT ALLOWED:36 FEET
BUILDING HEIGHT PROPOSED:25.5 FEET (LOTS 16 & 17)
FLOOR AREA RATIO ALLOWED:0.6
FLOOR AREA RATIO PROPOSED:
LOT 16:0.50 (4,682 SF / 9,277 SF)
LOT 17:0.42 (3,764 SF / 9,011 SF)
OVERALL:0.46 (8,446 SF / 18,288 SF)
LOT COVERAGE ALLOWED (BLDG):75%
LOT COVERAGE PROPOSED (BLDG):
LOT 16:40%(3,663 SF / 9,277 SF)
LOT 17:42%(3,774 SF / 9,011 SF)
OVERALL:41%(7,437 SF / 18,288 SF)
LOT COVERAGE ALLOWED (BLDG/PARKING):90%
LOT COVERAGE PROPOSED (BLDG/PARKING):
LOT 16:68%(6,285 SF / 9,277 SF)
LOT 17:75%(6,758 SF / 9,011 SF)
OVERALL:71%(13,043 SF / 18,288 SF)
LANDSCAPE AREA REQUIRED:10%
LANDSCAPE AREA PROVIDED:
LOT 16:17%(1,593 SF / 9,277 SF)
LOT 17:13%(1,213 SF / 9,011 SF)
OVERALL:15%(2,806 SF / 18,288 SF)
PARKING LOT LANDSCAPE AREA REQUIRED:5%
PARKING LOT LANDSCAPE AREA PROVIDED:
LOT 16:15%(359 SF / 2,457 SF)
LOT 17:11%(305 SF / 2,840 SF)
OVERALL:13%(664 SF / 5,297 SF)
PARKING REQUIRED:
MIN PARKING (1 SPACE/500 SF):17 SPACES
MAX PARKING (1 SPACE/300 SF):25 SPACES
PARKING PROVIDED:18 SPACES
EV PARKING REQUIRED:
EV READY SPACES:3 SPACES
EV CAPABLE SPACES:9 SPACES (50% x 18 SPACES)
EV PARKING PROVIDED:
EV READY SPACES:3 SPACES
EV CAPABLE SPACES:9 SPACES
PARKING LOT COMPLIANCE:
BAY WIDTH REQUIRED:60.1 FEET
BAY WIDTH PROVIDED:60.1 FEET
STALL WIDTH REQUIRED:8.6 FEET
STALL WIDTH PROVIDED 9 FEET
ONSITE LOADING SPACES REQUIRED:NONE
ONSITE LOADING SPACES PROVIDED:NONE
MOTORCYCLE PARKING REQUIRED:1 SPACE
MOTORCYCLE PARKING PROVIDED:1 SPACE
BIKE PARKING REQUIRED:
SHORT TERM:1 SPACE (8,446 SF / 7,500 SF x 25%)
LONG TERM:1 SPACE (8,446 SF / 7,500 SF x 75%)
BIKE PARKING PROVIDED:
SHORT TERM:1 SPACE
LONG TERM:1 SPACE
COMMERCIAL LINKAGE FEE ESTIMATE
LOT 16 (OFFICE):$30,058.44 ($6.42/SF X 4,682 SF)
LOT 17 (MANUFACTURING):$20,190.90 ($5.35/SF X 3,774 SF)
OVERALL:$50,249.34
APPLICANT / ARCHITECT
ARRIS STUDIO ARCHITECTS
1319 MARSH STREET, SUITE 200
SAN LUIS OBISPO, CA 93401
CONTACT:THOM JESS
PHONE:(805) 547-2240 x111
EMAIL:TJESS@ARRIS-STUDIO.COM
OWNER (LOT 16)
4195 EARTHWOOD, LLC
590 RANCHO OAKS DRIVE
SAN LUIS OBISPO, CA 93401
CONTACT:THOM JESS
PHONE:(805) 547-2240 x111
EMAIL:TJESS@ARRIS-STUDIO.COM
SUPPORTING DOCS
SOILS REPORT
FIRM:EARTH SYSTEMS PACIFIC
REPORT NO:#303920-003
DATED: FEBRUARY 20, 2026
ARBORIST REPORT & TREE PROTECTION PLAN
FIRM:HERITAGE TREE ARBORICULTURAL CONSULTING
DATED: MARCH 11, 2026
116
115
67.50'
EARTHWOOD LANE
DRAINAGE BASIN
4195 EARTHWOOD LANE
(LOT 16)
69.48'
13
3
.
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3
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5
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102 103
104
105
106
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109 109110110111112114
115
116
117 118
116
117
119 120
VACANTVACANT
4185 EARTHWOOD LANE
(LOT 17)
101
113
121 122 121
EXISTING CONDITIONS NOTES
101 20' x 20' SHARED ACCESS EASEMENT CENTERED ON PROPERTY LINE
102 15' PUBLIC UTILITY EASEMENT
103 10' TREE EASEMENT
104 5' PRIVATE STORM DRAIN EASEMENT
105 7.5' CITY OF SLO SANITARY SEWER EASEMENT
106 PRIVATE STORM DRAIN EASEMENT
107 CONCRETE DRAINAGE CHANNEL
108 EXISTING 5' WIDE SIDEWALK
109 EXISTING GAS STUB
110 EXISTING SANITARY SEWER STUB
111 EXISTING UTILITY STUB
112 EXISTING UNDERGROUND TELEPHONE BOX
113 EXISTING UNDERGROUND CATV BOX
114 EXISTING PAD MOUNTED TRANSFORMER
115 EXISTING WATER VALVE (ASSUMED FIRE WATER)
116 EXISTING DOMESTIC WATER METER BOX
117 EXISTING RECYCLED WATER METER BOX
119 EXISTING FIRE HYDRANT
120 EXISTING THROUGH CURB STORM DRAIN INLET
121 EXISTING STREET TREE TO REMAIN
122 EXISTING STREET TREE TO BE REMOVED
A2.0
1" = 20'-0"NORTH 0 10 20
1" = 20'-0"
EXISTING CONDITIONS
Date
MAY 12, 2026
San Luis Obispo, CA
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
EV
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EARTHWOOD LANE
TRASH
PARKING
(18 SPACES)
SUITE 17-2
SUITE 17-3
SUITE 16
4185 EARTHWOOD LANE
(LOT 17)
4195 EARTHWOOD LANE
(LOT 16)
SUITE 17-1
16
'
4"
8'-9"4'-8"21'-4"6'-1"20'20'20'6'-1"24'-8"5'-5"
72'-2"
15'-6"
9'
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24'6'-1"15'-6"6'-1"
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12'-1"119'-6"5'-5"
57'-1"61'-9"
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11
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201
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210 211211
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13'-5"
221
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8"
2'-6"2'-6"
204
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18'
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224224
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226 226214
226
60.1'
225
(TYP)
228
228
227
SITE PLAN NOTES
201 CONCRETE PARKING LOT -SEE CIVIL PLANS
202 PERMEABLE PAVERS -SEE CIVIL PLANS
203 CONCRETE FLATWORK AT BUILDING
204 DETECTABLE WARNINGS AT PEDESTRIAN ZONES
205 SHORT TERM BIKE RACK
206 FIRE RISER ROOM
207 ELECTRICAL METERS
208 LANDSCAPE AREA TO ACCOMMODATE SHADE TREE -SEE LANDSCAPE PLAN
209 LANDSCAPED AREA -SEE LANDSCAPE PLAN
210 NEW DRIVEWAY CURB CUT PER CITY ENGINEERING STANDARDS
211 EXISTING STREET TREE TO REMAIN
212 CONCRETE DRAINAGE CHANNEL
213 EXISTING METAL PICKET FENCE TO REMAIN, OWNED BY OTHERS
214 EXISTING CHAIN LINK FENCE TO BE REMOVED AT BUILDING LOCATION
215 NO FENCE AT NORTH PROPERTY LINE
216 EXISTING TRANSFORMER TO REMAIN
217 LONG TERM BIKE RACK INSIDE STORAGE AREA
218 EXISTING SIDEWALK TO REMAIN
219 STEEL GATES AT TRASH/RECYCLING ENCLOSURE
220 4' x 8' MOTORCYCLE SPACE
221 EXISTING FIRE HYDRANT
222 DUAL ELECTRIC VEHICLE CHARGING STATION
223 SINGLE ELECTRIC VEHICLE CHARGING STATION
224 BIO-FILTRATION PLANTER -SEE CIVIL PLANS
225 PARKING WHEEL STOP
226 NEW 6' TALL METAL PICKET FENCE -SEE FENCE IMAGE ON THIS SHEET
227 FIRE RATED WALLS AT SEISMIC GAP BETWEEN BUILDINGS
228 ACCESSIBLE RAMP / PATH
16'
8'
STEEL TRASH GATES
STEEL ACCESSIBLE GATE
SPACE FOR ORGANICS
SPACE FOR 3 OR 4 YARD
TRASH AND RECYCLING
CONTAINERS
6'
STEEL ROOF
9'
6'
STEEL PICKETS
A2.1
AS NOTEDNORTH01020
1" = 20'-0"
PROPOSED SITE PLAN (FIRST FLOOR PLAN)
Date
MAY 12, 2026
San Luis Obispo, CA
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
1" = 10'-0"
TRASH ENCLOSUREMETAL PICKET FENCE
1" = 5'-0"
116
115
EARTHWOOD LANE
101
102
201
202
203 203
203203
EASEMENT NOTES
101 EXISTING 20' x 20' SHARED ACCESS EASEMENT
102 PROPOSED LOCATION OF SHARED ACCESS, MAINTENANCE,
TRASH/RECYLCING, PARKING & STORMWATER EASEMENT. EASEMENT TO
INCLUDE DRIVEWAY, PARKING LOT AND TRASH ENCLOSURE AREAS. EASEMENT
SHALL BE FINALIZED PRIOR TO BUILDING PERMIT ISSUANCE.
FENCE NOTES
201 EXISTING CHAIN LINK FENCE AT RETENTION BASIN TO BE REMOVED
(SHOWN BLUE)
202 EXISTING METAL PICKET FENCE TO REMAIN (SHOWN RED)
203 NEW 6' TALL METAL PICKET FENCE -SEE IMAGE OF FENCE ON SHEET A2.1
(SHOWN GREEN)
A2.2
1" = 20'-0"NORTH 0 10 20
1" = 20'-0"
SHARED ACCESS EASEMENT MODIFICATION PLAN
Date
MAY 12, 2026
San Luis Obispo, CA
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
1.5:12
SLOPE
1.5:12
SLOPE
1.
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303
303
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304 304
304
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304
303
ROOF PLAN NOTES
301 METAL ROOFING
302 METAL GUTTER
303 METAL DOWNSPOUT
304 LINE OF AWNING BELOW
A2.3
1" = 20'-0"NORTH 0 10 20
1" = 20'-0"
PROPOSED ROOF PLAN
Date
MAY 12, 2026
San Luis Obispo, CA
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
T.O. SLAB
MAX BDG HEIGHT
25
'
-
6
"
10
'
CORTEN METAL
SIDING
METAL ROOFING
METAL SIGN /
AWNING
METAL ROLLUP
DOOR
METAL TRASH/RECYCLING
GATES & ROOF
4' HIGH STUCCO
WAINSCOT
ALUMINUM
STOREFRONT
METAL BOX
AWNING WRAPS
CORNER
SIGN PANELSADDRESS
NUMBERS
PREFINISHED
METAL SIDING
METAL BOX
AWNING WRAPS
CORNER
METAL AWNING
GLAZED ROLLUP
DOOR
TALL VERTICAL WINDOWS
IN METAL BOX FRAMES
CORTEN METAL
SIDING
4' HIGH STUCCO
WAINSCOT
PREFINISHED
METAL SIDING
4' HIGH CMU
WAINSCOT
PREFINISHED
METAL SIDING
CORTEN METAL
SIDING
STUCCO
FINISH
CORTEN METAL
SIDING
METAL BOX
AWNING WRAPS
CORNER
SIGN PANEL OVER
ENTRY DOOR
DECORATIVE TILE
AT RECESSED
ENTRY ALUMINUM
STOREFRONT
METAL ROOFING
PREFINISHED
METAL SIDING
PAINTED METAL
DOWNSPOUT
16
'
21
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WAINSCOT
ALUMINUM
STOREFRONT
METAL ROLLUP
DOOR
METAL ROOFING
PREFINISHED
METAL SIDING
METAL SIGN / AWNING
A3.0
1" = 20'-0"
0 10 20
Date
MAY 12, 2026
San Luis Obispo, CA
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
1" = 20'-0"
FRONT ELEVATION (EAST)
1" = 20'-0"
SOUTH ELEVATION
1" = 20'-0"
WEST ELEVATION
1" = 20'-0"
NORTH ELEVATION
1" = 20'-0"
COURTYARD ELEVATION LOOKING NORTHCOURTYARD ELEVATION LOOKING SOUTH
1" = 20'-0"
EV
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EARTHWOOD LANE
4185 EARTHWOOD LANE
(LOT 17)
4195 EARTHWOOD LANE
(LOT 16)
L1
L1
L1 L1
L1
L2
L1
L2
L2 L2
L2
A4.0
1" = 20'-0"NORTH 0 10 20
1" = 20'-0"
PROPOSED LIGHTING PLAN
Date
MAY 12, 2026
San Luis Obispo, CA
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
GENERAL NOTES
A.LIGHTING LAYOUT AND FIXTURE SELECTIONS FOR SCHEMATIC PURPOSES,
ELECTRICAL ENGINEER TO PROVIDE FINAL LAYOUT AND FIXTURE SELECTION AT
CONSTRUCTION DOCUMENTS.
B.ALL EXTERIOR LIGHT FIXTURES TO BE DARK SKY COMPLIANT.
C.ALL EXTERIOR LIGHTING SHALL BE SHIELDED AND DIRECTED DOWNWARD TO
PREVENT LIGHT TRESPASS AND GLARE.
D.COLOR-BALANCED LIGHTS THAT DO NOT CAST A TINTED LIGHT ARE
PREFERRED.
E.ENTRY SIGNS SHALL BE EXTERNALLY ILLUMINATED. THE LIGHT SOURCE SHALL BE
FULLY SHIELDED FROM VIEW FROM ROADWAYS AND PEDESTRIAN WALKWAYS.
LIGHTING LEVELS SHALL BE AS LOW AS POSSIBLE WHILE PROVIDING ADEQUATE
ILLUMINATION FOR SIGNS TO BE SEEN BY MOTORISTS.
E.LUMINAIRE HEIGHT SHOULD BE UNIFORM OVER THE PARKING LOT AND NOT
EXCEED 20 FEET.
F.PARKING AREA LIGHTING SHOULD BE DESIGNED TO MINIMIZE SHADOW/LIGHT
INTERFERENCE BY SITING LIGHT STANDARDS BETWEEN TREES AND BELOW MATURE
CANOPY TREE HEIGHT.
L1 (WALL MOUNTED FIXTURE)
VISUAL COMFORT
5" LED CONCEALED DOWNLIGHT
BRONZE COLOR
L2 (LINEAR WALL WASH)
ALCORN LIGHTING
OUTDOOR LINEAR WALL WASH LED
S1 S2S3D1W1G1D2R1M1 ST1
A5.0
Date
MAY 12, 2026
San Luis Obispo, CA
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17COLORS & MATERIALS
S1
CORTEN METAL SIDING
NATURAL FINISH
G1
STEEL TRASH GATES
CHARCOAL GRAY
S2
PRE-FINISHED METAL SIDING
PATINA GREEN
S3
PRE-FINISHED METAL SIDING
ZINC GRAY
D1
ALUMINUM STOREFRONT
BRONZE
W1
ALUMINUM WINDOW
BRONZE
D2
STEEL ROLL-UP DOORS
BATTLESHIP GRAY
R1
PRE-FINISHED METAL ROOFING
OLD TOWN GRAY
M1
AWNING SIGN
SEALED BAR METAL FINISH
ST1
STUCCO FINISH
ASH GRAY
41854195
SUITE 16-1
AWNING SIGN 1
SUITE 16-1
AWNING SIGN 3
SUITE 17-3
AWNING SIGN
SUITE 17-1
AWNING SIGN 1
SUITE 16-1
AWNING SIGN 2
SUITE 17-2
AWNING SIGN
SUITE 17-1
AWNING SIGN 2
4195
METAL AWNING
FLUSH-MOUNTED LETTERING,
BUSINESS NAME
MAX. SIGN AREA, 50 SF
MAX. SIGN WIDTH
16'-8"
MA
X
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MAX. SIGN WIDTH
34'-4"
FLUSH-MOUNTED LETTERING,
BUSINESS NAME
METAL AWNING
MAX. SIGN AREA, 112 SF
MA
X
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MAX. SIGN WIDTH
21'-0"
FLUSH-MOUNTED LETTERING,
BUSINESS NAME, TBD METAL AWNINGMAX. SIGN
AREA, 63 SF
3'
-
0
"
MA
X
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FLUSH-MOUNTED LETTERING,
BUSINESS NAME, TBD
METAL AWNING
MAX. SIGN AREA, 26 SF
3'
-
0
"
MAX. SIGN WIDTH
8'-8"
METAL AWNING
FLUSH-MOUNTED LETTERING,
BUSINESS NAME
MAX. SIGN AREA, 27 SF
MA
X
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3'
-
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"
MAX. SIGN WIDTH
9'-0"
E A R T H W O O D L A N E
SUITE 16-1
AWNING SIGN 1
(MAX. 50 SF)
SUITE 16-1
AWNING SIGN 3
(MAX. 27 SF)
SUITE 16-1
AWNING SIGN 2
(MAX. 112 SF)
SUITE 17-1
AWNING SIGN 1
(MAX. 50 SF)
SUITE 17-3
AWNING SIGN
(MAX. 27 SF)
SUITE 17-1
AWNING SIGN 2
(MAX. 63 SF)
SUITE 17-2
AWNING SIGN
(MAX. 26 SF)
4195 EARTHWOOD LANE
(LOT 16)
4185 EARTHWOOD LANE
(LOT 17)
EARTHWOOD LOTS 16&17
A25090 A6.0
MAY 8, 2026
SAN LUIS OBISPO, CA 93401
PROPOSED SIGNAGE PROGRAMCOURTYARD ELEVATION - LOT 17 FACING PARKING LOT
SIGNAGE PROGRAM NOTES
ELEVATION ALONG EARTHWOOD LANE
COURTYARD ELEVATION - LOT 16 FACING PARKING LOT
KEY PLAN
SUITE 16-1 AWNING SIGN 1 (SUITE 17-1 SIM.)
SUITE 16-1 AWNING SIGN 2
SUITE 17-2 AWNING SIGN
SUITE 16-1 AWNING SIGN 3 (SUITE 17-3 SIM.)
SUITE 17-1 AWNING SIGN 2
PER SLOMC 15.40.460(A) SIGN STANDARDS BY DISTRICT: MANUF. (M)
SIGNAGE ALLOWED:
TYPES: ALL SIGN TYPES EXCEPT PROJECTING, POLE,
AND MULTI-TENANT SIGNS IN THE M ZONE
# SIGNS: 12 SIGNS (2 PER TENANT)
SIGN AREA: 400 SF (200 SF PER LOT)
SIGNAGE PROPOSED:
TYPE: AWNING
# SIGNS: 7
SIGN AREA: 355 SF (189 SF -LOT 16, 166 SF -LOT 17)
ILLUMINATION NOTES:
NOTE: NO LIGHTING IS CURRENTLY PROPOSED FOR SIGNAGE. HOWEVER,
SIGN LIGHTING IS NOT PROHIBITED. IF LIGHTING IS INSTALLED IT SHALL
COMPLY WITH THESE REQUIREMENTS, THE CITY OF SAN LUIS OBISPO SIGN
ORDINANCE AND SECTION 5.17 IN THE AIRPORT AREA SPECIFIC PLAN.
A. LIGHTING FOR SIGNS SHALL NOT CREATE A HAZARDOUS GLARE FOR
PEDESTRIANS OR VEHICLES EITHER IN A PUBLIC STREET OR ON ANY
PRIVATE PREMISES.
B. THE LIGHT SOURCE, WHETHER INTERNAL TO THE SIGN OR EXTERNAL, SHALL
BE SHIELDED FROM VIEW. THIS REQUIREMENT IS NOT INTENDED TO
PRECLUDE THE USE OF DIFFUSED EXPOSED NEON, LED, OR SIMILAR
TECHNOLOGY.
C. SIGN ILLUMINATION FOR EXTERNALLY ILLUMINATED SIGNS SHALL UTILIZE
FOCUSED LIGHT FIXTURES THAT DO NOT ALLOW LIGHT OR GLARE TO
SHINE ABOVE THE HORIZONTAL PLANE OF THE TOP OF THE SIGN AND TO
LIMIT DIRECT ILLUMINATION OF ANY OBJECT OTHER THAN THE SIGN OR
ONTO ANY PUBLIC RIGHT-OF-WAY OR ADJOINING PROPERTY.
D. EACH SIGN SHALL BE DESIGNED SO THAT ILLUMINATION DOES NOT
EXCEED ONE HUNDRED LUXES (TEN FOOT-CANDLES) MEASURED AT A
DISTANCE OF TEN FEET FROM THE SIGN.
EV
CA
P
A
B
L
E
EV
CA
P
A
B
L
E
EV
CA
P
A
B
L
E
EV
CA
P
A
B
L
E
EV
RE
A
D
Y
M
VA
N
EV
CA
P
A
B
L
E
EV
CA
P
A
B
L
E
M
EV
CA
P
A
B
L
E
S
EV
RE
A
D
Y
S
EV
RE
A
D
Y
EV
CA
P
A
B
L
E
S
S
EV
CA
P
A
B
L
E
S
EARTHWOOD LANE
TRASH
PARKING
LOT 17LOT 16
PARKING LOTS TREES (CHINESE ELM)
SHALL BE PLANTED WITH SHADE TREES
IN A PATTERN AND NUMBER THAT
CAN BE REASONABLY EXPECTED TO
SHADE AT LEAST 50 PERCENT OF THE
LOT SURFACE WITHIN TEN (10) YEARS
OF PLANTING, AND PROVIDE A
NEARLY CONTINUOUS CANOPY AT
MATURITY.
TREES IN PAVED AREAS SHALL BE
PLANTED IN GAP-GRADED
STRUCTURAL SOIL TO PROVIDE
ADEQUATE ROOM FOR THEIR ROOTS
AND TO PROMOTE LONG TERM TREE
HEALTH. DIG OVERSIZED PLANT PIT 2-3
TIMES THE CONTAINER WIDTH
AND AT LEAST 12” DEEPER. INSTALL
SOIL MIX IN 12” LIFTS. EACH LIFT
MUST BE COMPACTED BY A
NON-VIBRATORY ROLLER. SCARIFY
THE TOP 2 INCHES OF EACH LIFT
AFTER COMPACTION AND PRIOR TO
PLACING THE SUBSEQUENT LIFT.
(ENSURE A MINIMUM OF 500 CF OF
STRUCTURAL SOIL PER TREE).
1:1 REPLACEMENT TREE
(CHINESE ELM) TO REPLACE
THE EXISTING STREET TREE
PROPOSED TO BE REMOVED
FOR DRIVEWAY ACCESS
LANDSCAPE LEGEND
EXISTING STREET TREE TO REMAIN
NEW TREE PLANTED
-SEE LANDSCAPE PALETTE FOR SPECIES OPTIONS
NEW SHRUBS & BUSHES
-SEE LANDSCAPE PALETTE FOR SPECIES OPTIONS
NEW GROUNDCOVER
-SEE LANDSCAPE PALETTE FOR SPECIES OPTIONS
GENERAL NOTE:
-ALL EXPOSED GROUND TO RECEIVE A WEED PREVENTATIVE AND A LAYER OF
BARK
IRRIGATION NOTES:
-PROVIDE IRRIGATION TO ALL PLANTED AREAS UTILIZING RECYCLED WATER
AVAILABLE ONSITE
-THIS LANDSCAPE & IRRIGATION PLAN ARE DIAGRAMMATIC ONLY,
CONTRACTOR SHALL VERIFY WITH GENERAL CONTRACTOR THE EXACT
LOCATION OF THE POC AS WELL AS THE CONTROLLER LOCATION AND POWER
SOURCE.
-ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER
AREAS WHERE POSSIBLE AND WITHIN 18" OF HARDSCAPE.
-IRRIGATION SYSTEM RUN TIME SCHEDULING NOT TO EXCEED 8 GPM MAXIMUM
AT ANY GIVEN TIME INTERVAL.
-PVC SCHEDULE AND DIAMETER TO BE DETERMINED BY LANDSCAPE INSTALLER
AFTER VERIFICATION OF PSI.
-ANY EXPOSED PVC SHALL BE SCHEDULE 80 OR BROWNLINE.
-IRRIGATION SHALL COMPLY WITH THE CITY OF SLO WATER EFFICIENT
LANDSCAPE STANDARDS. SEE WORKSHEET ON THIS PLAN SHEET.
IRRIGATION WORKSHEET
L1.0
1" = 20'-0"NORTH 0 10 20
1" = 20'-0"
CONCEPTUAL LANDSCAPING PLAN
Date
MAY 12, 2026
San Luis Obispo, CA
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
0
NORTH
20 4010
GOLDEN RAIN LONDON PLANE
FOXTAIL AGAVE
BRISBANE BOX
ROCK PURSLANE MULHEY GRASS
BLUE OAT GRASS AGAVE AMERICANA
VARIEGATED CENTURY PLANT
CALIFORNIA LILAC
GROUNDCOVER ROSE
BUSH POPPY
NOTE: PLANT IMAGERY SHOWN IS REPRESENTATIVE ONLY. FINAL SELECTIONS MAY VARY.
WATER CONSERVATION NOTES
THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT:
·WATER CONSERVING PLANTS, DEFINED AS "LOW" OR "VERY LOW" IN THE "WATER USE
CLASSIFICATION OF LANDSCAPE SPECIES" (WULCOS IV,UNIVERSITY OF CALIFORNIA COOPERATIVE
EXTENSION), SHALL BE UTILIZED IN 75% OF THE TOTAL PLANT AREA.
·IRRIGATION SYSTEM SHALL BE SEPARATED INTO DISTINCT HYDROZONES BASED ON PLANT MATERIAL
TYPES, EXPOSURE, AND ORIENTATION.
·SOIL AMENDMENTS AND A 3" LAYER OF MEDIUM BARK MULCH SHALL BE UTILIZED TO IMPROVE
WATER HOLDING CAPACITY OF SOIL AND INHIBIT EVAPORATION.
·LAWN IS NOT USED.
STATEMENT OF WATER CONSERVING IRRIGATION DESIGN
THE FOLLOWING PRINCIPLES OF IRRIGATION DESIGN UTILIZED ON THIS PROJECT ARE DIRECTED
SPECIFICALLY AS CONSERVING WATER AND IMPROVING THE EFFICIENCY OF THE IRRIGATION SYSTEM.
·ALL IRRIGATION SHALL BE DRIP OR DRIP-TYPE AND/OR MICROSPRAY SYSTEMS ONLY. LOW
PRECIPITATION RATE HEADS TO BE USED TO MINIMIZE RUNOFF.
·IRRIGATION HYDROZONES SHALL ADJUST ACCORDING TO WATER NEEDS AND WEATHER.
·UTILIZATION OF IRRIGATION SYSTEM MASTER VALVE.
·UTILIZATION OF IRRIGATION SYSTEM "SMART CONTROLLER" WITH WATER BUDGETING FEATURE.
·UTILIZATION OF IRRIGATION SYSTEM FLOW SENSOR.
·UTILIZATION OF RAIN SHUT-OFF DEVICE CONNECTED TO IRRIGATION CONTROLLER.
QUARTZ CREEK RUSH
JAPANESE MALLOW BOUGAINVILLEA
CHINESE ELM
Date
MAY 12, 2026
San Luis Obispo, CA
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
CONCEPTUAL LANDSCAPE PALETTE
WATER CONSERVATION
L1.1
GROUNDCOVER BARK
>>>>>>>>
>
>>>>>>>
EXISTING CONCRETE CHANNEL
114.65
FS
(114.03)
FL
[114.9]
ES
(E
)
5
'
S
I
D
E
W
A
L
K
(E
)
5
'
S
I
D
E
W
A
L
K
(E
)
6
'
P
A
R
K
W
A
Y
1114.78
FS
1.1%
(N89°52'10"E 133.50')
(S
0
°
0
7
'
5
0
"
E
6
9
.
4
8
'
)
(N
0
°
0
7
'
5
0
"
W
6
7
.
5
0
'
)
EXISTING
PROPERTY
LINE
(P) BUILDING
(P) BUILDING
(E) R.O.W.
67.00'
[114.7]
ES
(114.6)
EG
(115.1 TW)
(113.0 ES)
(115.1 TW)
(113.3 ES)
(114.4 TW)
(113.6 ES)
117.5
FL [115.3]
ES
(110.60)
FL
(108.0)
EG
(115.20)
TW
(114.23)
FS
(115.10)
TW
(114.4)
EG
(E)
RETENTION
BASIN
115.37
FS
(114.55])
ES
(114.87)
TW(0.5%)
(E) STORM
DRAIN
CURB
INLET
(E)
STORM
DRAIN
CURB
INLET
[114.16]
FL
(1.1%)
(1.1%)
W.S.E. - 110.60'
(115.0)
EG
(115.0)
EG
SPILLWAY - 114.23'
11
4
.
2
3
-
S
P
I
L
L
W
A
Y
2:1
2:1
2:1
(115.0)
EG
11
0
.
6
0
-
W
.
S
.
E
.
110.60
W.S.E.
(E) BASIN
OUTLET
STRUCTURE
(E) 18" HDPE STORM DRAIN (BASIN OUTLET)
(E) 18" HDPE
STORM DRAIN
(BASIN OUTLET)
(E) 24" HDPE STORM DRAIN (BASIN INLET)
(E) WALL
SPILLWAY
@ 114.23
(E
)
F
L
O
W
BORING # 7 PER
SOILS REPORT
(E) GROUND WATER = 109'
(S89°52'37"W 145.05')
5
(P
)
L
A
N
D
S
C
A
P
E
118.19
FS
118.21 FF
1.35%
117.97
FS
118.02
FS
118.09
FS
118.10
FS
117.73
FS,GB
1.00%
118.10
FS
0.
5
%
117.79
FS
1.
3
%
117.77
FS
1.33
%
1.
8
2
%
1.
8
2
%
117.58
FS
117.43
FS,GB
117.50 TG
114.31 FL
116.77 TG
114.27 FL
2.77%1.00%
116.60 FS
114.1 FL
(113.78)
FL
118.19
FS
117.78
FS
5%
8.
3
3
%
8.33%
118.10 TC
117.60 FS
118.10 TC
118.10 FS
1.
3
1
%
117.68 TG
117.60 FG
114.35 FL
116.04 FS
116.04 FG
115.15
FS
115.34
TG
4.6%
8%
7.5%
9.2%
8%
5.
0
%
118.02
FS
118.09
FS
118.10
FS
0.
5
%
117.78
FS
1.
3
%
117.76
FS
1.
3
7
%
1.
8
8
%
1.
8
2
%
118.10 TC
117.60 FS
118.10 TC
118.10 FS
1.
3
1
%
1.
1
4
%
117.07
FS
118.19
FS
118.10
FS
118.21 FF
115.24
FS
116.10 FS
116.10 FG
5%
118.19
FS
115.46
FS
117.94
FS
8.
3
3
%
4.9%
(1)(4)(5)(9)
(10)(13)
(14)(18)
1.1%
118.19
FS
8.33%
115.73
FS
1.5%(114.90)
ES
115.82
FS
1.5%
118.19
FS
117.32 TG
113.90 FL
117.68 TG
117.60 FG
114.35 FL
1.5%
117.21
FG
117.68
FS
1.
1
5
%
117.10
FS
118.10 FS
117.77 FG
4.4%
SD8
1.5%
5
5
5
115.46
FL
116.40
FL
SD9
1.0%
(P) DECK WITH 42"
HIGH RAILING
116.62
FL
SD9
116.8
FG
5
2
3
2
3
4
4
6
6
6 6
7
8
8
9
9
8
8
SD1
44 SF 558 SF
558 SF
SD1
44 SF
SD3
SD2
SD3
(P)
ROOF
DRAIN
(P)
ROOF
DRAIN
SD4
SD4SD3
SD5
SD6
SD7
(P
)
T
R
A
S
H
118.18
FS
118.18
FS
1.35%
S
D
SD
SD
SD
S
D
S
D
SD
9.00'
TYP.
60
.
1
'
SD11
SD10
SD3
SD3
SD6
SD6
115.51
FL
115.41
FL
LEGEND
PROPOSED
CONCRETE
FLATWORK
PROPOSED
PERMEABLE
PAVERS
EXISTING PROPERTY CORNER BORING LOCATION PER SOILS REPORT
PROPOSED
LANDSCAPE
AREAS
PROPOSED
CONCRETE
PAVEMENT
PROPOSED CATCH BASIN PROPOSED STORM DRAIN PIPE(P) ·SD·
PROPOSED JUNCTION BOX PROPOSED DOOR LOCATION PER ARCH PLANS
1.1%PROPOSED SLOPE (1.1%)EXISTING SLOPE
(114.78 ES)[116.01 ES]EXISTING ELEVATION PER
TOPO SURVEY POINT
EXISTING ELEVATION INTERPOLATED
BETWEEN EXISTING TOPO SURVEY POINTS
SD1
DRAINAGE NOTES
PROPOSED BIO PLANTER PER DETAIL 2 THIS SHEET.
PROPOSED STORM DRAIN PIPE SYSTEM TO SEPARATOR INLET @ 0.5% MIN.
PROPOSED ROOF DRAIN CONNECT TO STORM DRAIN PIPE SYSTEM WITH 4" PVC PIPE @ 2% MIN.
PROPOSED ROOF DRAIN CONNECT TO STRIP DRAIN AND OUTLET TO BIO PLANTER.
PROPOSED STRIP DRAIN WITH TRAFFIC RATED GRATE CONNECTED TO SEPARATOR INLET WITH 4" PVC
PIPE @ 2% MIN.
PROPOSED CONTECH CASCADE SEPARATOR CS-3 WITH MINIMUM TREATMENT FLOW RATE OF 0.05CFS,
AND BYPASS FLOW RATE 1.7CFS. CONNECT OUTLET TO JUNCTION BOX WITH 2 - 6" PIPES @ 0.5% MIN.
HOLE TO BE NOTCHED IN BOTTOM OF BOX WIDTH OF SIDEWALK UNDERDRAIN.
PROPOSED SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY OF SAN LUIS OBISPO STANDARD
DETAIL 3420. FLOWLINE SLOPE TO MATCH EXISTING SIDEWALK SLOPE.
PROPOSED EARTHEN SWALE.
PROPOSED CONCRETE SWALE.
PROPOSED CATCH BASIN WITH TRAFFIC RATED GRATE
PROPOSED JUNCTION BOX
SD3
SD2
SD4
SITE NOTES
PROPOSED 20' WIDE CONCRETE DRIVEWAY PER CITY OF SAN LUIS OBISPO
STANDARD DETAIL 2115. REFER TO DETAIL 1 THIS SHEET FOR DETAIL GRADING.
PROPOSED 6" CONCRETE CURB
PROPOSED FLUSH CURB
PROPOSED PERMEABLE PAVERS
PROPOSED RETAINING CURB
PROPOSED 1'-10" WIDE LANDSCAPE PLANTER
PROPOSED CONCRETE PAVEMENT
PROPOSED ACCESSIBLE RAMP. MINIMUM 4' WIDE WITH 2% MAX CROSS SLOPE
AND LONGITUDINAL MAXIMUM SLOPE OF 8.33%.
PROPOSED 4" TALL CONCRETE ACCESSIBLE PATH WARNING CURB.
1
2
3
4
5
6
7
ONLY. SEE SHEET C2.0 FOR SIZES AND MATERIALS.
SD5
SD6
SD7
SD8
SD9
8
9
SD10
SD11
GENERAL NOTES
1.EXISTING PROPERTY LINE BEARINGS, DISTANCES, AND
EASEMENTS SHOWN ON A2.2.
2.FOR PROPOSED PARKING LOT DIMENSIONS SEE A2.1.
3.REFER TO SOILS REPORT PREPARED BY EARTH SYSTEMS
PACIFIC , FILE NO. 303920-001, DATED JUNE 15, 2020 FOR ALL
PAVEMENT AND FLATWORK SECTIONS.
4.PROPOSED WHEEL STOPS PER CITY OF SAN LUIS OBISPO
STANDARD 2260 TYPICAL AT ALL PARKING STALLS.
5.FOR PROPOSED TRASH ENCLOSURE ROOF SEE SHEET A2.3.
6.EXISTING UTILITIES SHOWN FOR INFORMATIONAL PURPOSES
(0
.
6
5
%
)
(1.1%)
114.78 FS
(114.78 ES)
114.24 FS
[114.16 FL]
114.11 FS
(114.03 FL)
7.6%1.1%
(114.67 TC)
(114.17 FL)
7.6%1.1%
(1.1%)
(114.50 TC)
(114.00 FL)
114.72 FS
(114.72 ES)
114.59 FS
(114.59 ES)
114.65 FS
(114.65 ES)
1
4" OVERFLOW
PIPE CONNECTED
TO STORM DRAIN
PIPE AND
SEPARATOR
SYSTEM
4" PERFORATED
DRAIN PIPE
6"
ROOF DRAIN
@ BUILDING
STRIP DRAIN
TG
PER PLAN
1"
FG
PER PLAN
TC
PER PLAN
FL
PER PLAN
24" SOIL
MEDIA
24" GRAVEL
ATRIUM GRATE
C1.0
JUNE 22, 2026
SCALE: 1" = 20'
EARTHWOOD LN
S a n L u i s O b i s p o, C A
PRELIMINARY GRADING PLAN - LOT 16 & 17
SCALE: 1" = 10'
DRIVEWAY DETAIL NORTH
SEE
PRELIMINARY
GRADING PLAN
LEFT
NO SCALE
BIO-PLANTER DETAIL12
NORTH
AND ON A2.0.
>>>>>>>>
>
>>>>>>>
N-
F
W
JT
S
D
(N89°52'10"E 133.50')(N89°52'10"E 133.50')
W1
F1
JT1
G1
(E
)
1
2
"
D
I
P
R
W
M
A
I
N
(E
)
1
2
"
C
9
0
0
W
A
T
E
R
M
A
I
N
(E
)
6
"
S
D
R
S
E
W
E
R
M
A
I
N
(E
)
G
A
S
M
A
I
N
(E
)
6
"
D
I
P
S
E
W
E
R
F
O
R
C
E
M
A
I
N
(E
)
2
"
F
I
B
E
R
O
P
T
I
C
(E
)
5
'
S
I
D
E
W
A
L
K
(E
)
6
'
P
A
R
K
W
A
Y
(E) R.O.W.
67.00'
(E) STORM DRAIN CURB INLET
(E) STORM DRAIN CURB INLET
(E) 2" DOMESTIC & 1"
RECYCLE SERVICES TO
METER VAULT (LOT 16)
(E) 4" FIRE SERVICE (LOT 16)
(E) GAS SERVICE (LOT 16)
(E) FIRE
HYDRANT
(E) POWER,CATV, TEL VAULTS
(E) 2" DOMESTIC & 1"
RECYCLE SERVICES TO
METER VAULT (LOT 17)
(E) 4" FIRE SERVICE (LOT 17)
(E) SSMH
(E) SDMH
(E) GAS SERVICE
(LOT 17)
NO METERS*
NO METERS*(E) 18" HDPE
STORM DRAIN
(BASIN OUTLET)
(E) 18" HDPE
STORM DRAIN
(BASIN OUTLET)
(E) 24" HDPE
STORM DRAIN
(BASIN INLET)
(E) 24" HDPE
STORM DRAIN
(BASIN INLET)
118.21 FF
118.21 FF
(P) BUILDING
(P) BUILDING
S1
S1
W1
F1
JT1
G1
S1
S1
W2
(P) LANDSCAPE
(E) 5' SIDEWALK
W2
(P) ·SS·
(P) ·SS·
(E) 4" PVC SEWER LATERALS
(P
)
·SS
·
(P
)
·SS
·
UTILITY NOTES
PROPOSED 4" PVC SEWER LATERAL @ 2% MIN. PER CITY STANDARDS.S1
GENERAL NOTES
1.EXISTING PROPERTY LINE BEARINGS, DISTANCES, AND EASEMENTS SHOWN
ON A2.2.
2.EXISTING UTILITY SIZES AND MATERIALS SHOWN ARE PER AS-BUILT PUBLIC
IMPROVEMENT PLANS FOR TRACT 2493 - PHASE 2.
3.PROPOSED STORM DRAIN SHOWN FOR INFORMATIONAL PURPOSES ONLY.
SEE SHEET C1.0.
PROPOSED 4" C200 FIRE WATER SERVICE PER CITY STANDARDS.F1
PROPOSED DOMESTIC SERVICE PER CITY STANDARDS FROM
WATER METER VAULT TO BUILDING. NO METER CURRENTLY
INSTALLED. PROPOSED 1" WATER METER TO BE INSTALLED.
W1
PROPOSED RECYCLED WATER IRRIGATION SERVICE PER CITY
STANDARDS FROM EXISTING WATER METER VAULT TO LANDSCAPE
AREA. NO METER CURRENTLY INSTALLED. PROPOSED 1"
IRRIGATION METER TO BE INSTALLED.
W2
PROPOSED GAS SERVICE PER GAS COMPANY STANDARDS.G1
PROPOSED JOINT DRY UTILITY SERVICE INCLUDING POWER,
TELEPHONE, & CATV. PER UTILITY COMPANIES STANDARDS.
JT1
LEGEND
EXISTING PROPERTY CORNER
PROPOSED UTILITY POINT OF CONNECTION
PRELIMINARY UTILITY PLAN - LOT 16 & 17 C2.0
JUNE 22, 2026
SCALE: 1" = 20'
EARTHWOOD LN
S a n L u i s O b i s p o, C A
NORTH
D D
D
TOPOGRAPHIC MAP