PROJECT
10/31/2025 10:02:01 AM
A22-2164
SANTEE, CA
6TH PLANNING
SUBMITTAL10.31.25
A0
TITLE SHEET
PALISADE SANTEE COMMERCE CENTER
PALISADE SANTEE COMMERCE CENTER
10990 WOODSIDE AVE N.
SANTEE, CA 92071
12.10.2025
12.11.2025
FH FH FH FH FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
LANDSCAPE AREA
CONCRETE PAVING WHEN OCCURS
@ PARKING AREAS, DRIVE AISLES,
& OR TRUCK COURT. SEE CIVIL
DRAWINGS FOR PAVING SECTIONS
FIRE HYDRANT. PROVIDE PIPE
BOLLARD PROTECTION POSTS AS
REQUIRED BY THE FIRE
AUTHORITY. SEE 3/AD1.1
LIGHT POLE
INDICATES AN ACCESSIBLE ROUTE.
MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6
PROPERTY LINE
PROPOSED OFFICE
DOCK HIGH TRUCK DOOR
GRADE LEVEL TRUCK DOOR
# PARKING STALL COUNT TOTAL
FIRE LANE PER DEPARTMENT
REQUIREMENT
NORTH
PROJECT
LOCATION
N WOODSIDE AVE
WHEATLANDS AVE WHEATLANDS CT
1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.
2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT
AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET
AND FOLLOW ALL RECOMMENDATIONS.
3. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND
CURBS ARE EITHER TO THE CENTER (SHOWN WITH A
CENTERLINE) OR FACE OF THE WALL OR CURB. ALL
DIMESIONS TO FRAMED WALLS ARE EITHER TO THE
CENTER LINE OF THE WALL FRAMING (SHOWN WITH A
CENTERLINE) OR THE FACE OF THE WALL FINISH.
4. REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY
INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN
AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL
CONTRACTOR TO COORDINATE ALL POINTS OF
CONNECTION.
5. REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES
AND SLOPES. ALL FINISHED GRADES TO PROVIDE
POSITIVE DRAINAGE AWAY FROM THE BUILDING.
GENERAL CONTRACTOR TO FIELD VERIFY.
6. ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN
DRAWINGS SHALL CONFORM TO THE FOLLOWING:
A. SLOPES IN THE DIRECTION OF TRAVEL DO NOT
EXCEED 5%. CROSS SLOPES DO NOT EXCEED 2%.
B. THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN.
C. CHANGES IN LEVEL UP TO 1/2" COMPLY WITH
11/A0.2.1. CHANGES IN LEVEL GREATER THAN 1/2" IF
THEY OCCUR ARE RAMPED. SEE PLANS.
D. THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE
ROUTE IS 80" MIN.
7. ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A
MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N.
8. A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA
END OF THE OPENING SHALL BE PROVIDED @ ALL
EXTERIOR GLAZING WHERE THE SILL IS WITHIN 3'
VERTICAL OF THE FINISHED GRADE. SEE 2/AD1.1
9. PROVIDE PIPE BOLLARD PROTECTION POSTS AS
REQUIRED BY UTILITY COMPANIES AND OR FIRE
AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT
AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD
PROTECTION POST DETAILS ARE NOT PROVIDED BY
UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL
3/AD1.1
10. ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL
BE PAINTED FORREST GREEN.
11. WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE
FLUID APPLIED DAMP PROOFING AT ALL RETAINING AND
PLANTER WALLS WHERE THE SIDE OF THE WALL
OPPOSITE THE SOIL SIDE IS EXPOSED TO VIEW AND ALL
EXTERIOR WALLS WHERE THE ADJACENT FLOOR SLAB IS
BELOW GRADE. SEE 6/AD1.2
12. PROVIDE A HOSE BIB NEAR THE MAIN BUILDING
ENTRANCE THE . SEE PLAN FOR LOCATION.
13. AN ANTI-GRAFFITI COATING SHALL BE PROVIDE 10 FEET
ON ALL BLOCK WALLS AND STUCCO COVERED WALLS
AND WRITTEN VERIFICATION OF ITS APPLICATION FROM
THE DEVELOPER SHALL BE PROVIDED TO THE PLANNING
DIVISION. THE TYPE AND SPECIFICTION SHALL BE LISTED
WITH THE WALL PLAN DETAILS SUBMITTED TO THE
BUILDING AND SAFETY DIVISION DURING BUILDING PLAN
CHECK.
40' FIRE ACCESS LANE
2000 SF
OFFICE
2000 SF MEZZ
N. WOODSIDE AVE 64' - 0" 416' - 0" 60' - 0" 1500 SF
FUTURE
OFFICE
1500 SF
FUTURE
OFFICE
2000 SF
FUTURE OFFICE
2000 SF MEZZ
2000 SF
OFFICE
2000 SF MEZZ
2000 SF
OFFICE
2000 SF MEZZ
1500 SF
POTENTIAL
OFFICE
1500 SF
POTENTIAL
OFFICE
BUILDING 1
143,708 SF 25 DOCK-HI DOORS 25 DOCK-HI DOORS TYP, U.O.N 52' - 0" 60' - 0"
FIRE ACCESS LANE
38' - 0"
28' FIRE ACCESS LANE
28' FIRE ACCESS LANE 40' FIRE ACCESS LANE
R 68' - 0"
THIS ENTIRE WALL TO BE 3-HOUR FIRE RATED WITH 30" MIN. PARAPETS.
ALL PANEL JOINTS REQUIRE 3-HOUR CAULKING.
DOORS AND OPENINGS REQUIRE 3-HOUR RATING
150
116
111 111 111 111 111 111 111 111 111
111
116
116
115
116
111
111
111
111
111
111 111 111
115
111
116
111
140
140
140 540' - 0" 57' - 3" +/-
111 111
10 10
10 10
11 11 10 10
6 8
6 10 10 10 10 10 10 10 10
61' - 1" +/- 298' - 0" 380' - 0" 59' - 7" +/-
105
BUILDING 2
146,910 SF
151 TYP.
151 TYP.
T
109
1 A1_1
5 A1_2
104 TYP.
1 52' - 0"
A1_2
104
2 A1_1
104
66' - 0"
TYP.
60' - 0"
185
137
137
105 488' - 0"
150
150
150
137
137
137
137 NEIGHBOR'S FENCING 30' - 0" SECONDARY ACCESS GATE WITH KNOX ACCESS NEIGHBOR'S FENCING
NEIGHBOR'S FENCING
10 13
9 14
113
113
112
112
112 112
ADD BARBED WIRE TO
THIS FENCE SEGMENT
ELECTRICAL
ROOM
LONG-TERM
BIKE STORAGE
TYP.
60' - 0" 75' - 0" 19' - 0" 28' - 0" 5' - 7" +/- SETBACK 15' - 0" SETBACK 15' - 0" 75' - 2"
SIDEWALK TO
PUBLIC STREET
147
147
117
3 A1_1
4 A1_1
364' - 5" +/- 67' - 5" 366' - 7" +/-
185' - 0"
2' - 6"
111 TYP. 52' - 0" 64' - 0" 6' - 0" 28' - 0" 19' - 0" TYP. 52' - 0" 72' - 0" 6' - 0" 40' - 0" 19' - 0" 59' - 5" 67' - 0" 59' - 5"
T
11 11
11 11
12 MOTORCYCLE PARKING 3
4 5
2 POTENTIAL
DRIVE-THRU
RAMP
POTENTIAL
DRIVE-THRU
RAMP
28' - 0" 19' - 0" 7' - 6"
116
115
115
116
117
1 A1_3 THIS ENTIRE WALL TO BE 3-HOUR FIRE RATED WITH 30" MIN. PARAPETS. ALL PANEL JOINTS REQUIRE 3-HOUR CAULKING. DOORS AND OPENINGS REQUIRE 3-HOUR RATING 4' - 0"
5' - 6"
63' - 6" +/-
60' - 1" +/-
60' - 5" +/- 58' - 2" +/-
ELECTRICAL
ROOM
LONG-TERM
BIKE STORAGE
59' - 10" +/- 60' - 0"
4' - 0"
4' - 6"
4' - 0"
4' - 10"
4' - 0"
NORTH PROJECT
12/11/2025 1:55:55 PM
A22-2164 SANTEE, CA
12.11.2025
A1
SITE PLAN PALISADE SANTEE COMMERCE CENTER
KEYNOTES
SQUARE FOOTAGE ACRES
587877 SF 13.5
SPACE TYPE SPACES REQUIRED
STANDARD STALLS 226
STANDARD ACCESSIBLE STALLS 6
VAN ACCESSIBLE STALLS 2
EV CAPABLE STALL (w/o EVSE) 44
EVCS (EV CAPABLE STALL w/ EVSE) 13
STANDARD ACCESSIBLE EVCS (EV
CAPABLE STALL w/ EVSE)
1 VAN ACCESSIBLE EVCS (EV CAPABLE
STALL w/ EVSE)
1 TOTAL 293
SPACE TYPE SPACES PROVIDED
STANDARD STALLS 225
STANDARD ACCESSIBLE STALLS 4
VAN ACCESSIBLE STALLS 7
EV CAPABLE STALL (w/o EVSE) 43
EVCS (EV CAPABLE STALL w/ EVSE) 13
STANDARD ACCESSIBLE EVCS (EV
CAPABLE STALL w/ EVSE)
2 VAN ACCESSIBLE EVCS (EV CAPABLE
STALL w/ EVSE)
1 AMBULATORY ACCESSIBLE EVCS (EV
CAPABLE STALL w/ EVSE)
1 TOTAL 296
BUILDING USE BUILDING AREA PARKING RATIO 1/X REQ. PARKING OFFICE AREA 16000 SF 1000 17
WAREHOUSE 274618 SF 1000 275
TOTAL 290618 SF 292
SITE LEGEND
SITE PLAN GENERAL NOTES
SCOPE OF WORK
CONSTRUCT TWO NEW ONE STORY + MEZZANINE CONCRETE
TILT-UP WAREHOUSE/DISTRIBUTION FACILITIES WITH
ELECTRICAL AND PLUMBING SERVICES, EXTERIOR LIGHTING,
LANDSCAPING & IRRIGATION, TRASH ENCLOSURES, TUBE
STEEL PERIMETER FENCING, AND PRE-CAST CONCRETE WALL
BY OTHERS. FIRE SPRINKLER AND GRADING PLANS TO BE A
SEPARATE SUBMITTAL AND PERMIT
LEGAL DESCRIPTION & ZONING
LEGAL DESCRIPTION: SEE CIVIL
ASSESSOR'S PARCEL NO: 381-070-52-00
A0 TITLE SHEET
A1 SITE PLAN
A1_0 SITE UTILIZATION MAP
A1_1 ENLARGED PARTIAL SITE PLANS
A1_2 ENLARGED SITE DETAILS
A1_3 SOUND WALL PLAN & ELEVATIONS
A1_5 FIRE ACCESS PLAN
A2_1 BUILDING 1 GROUND LEVEL FLOOR PLAN
A2_2 BUILDING 2 GROUND LEVEL FLOOR PLAN
A4_1 BUILDING 1 EXTERIOR ELEVATIONS
A4_2 BUILDING 2 EXTERIOR ELEVATIONS
A5 EXTERIOR ELEVATION COLOR BOARD
AD1.1 SITE DETAILS
C1 CONCEPTUAL GRADING PLAN
C2 CONCEPTUAL UTILITY PLAN
FC-1.0 BUILDING 1 PHOTOMETRIC PLAN
FC-2.0 BUILDING 2 PHOTOMETRIC PLAN
L-1 CONCEPTUAL LANDSCAPE PLAN
L-2 LANDSCAPE SECTIONS
R-1 RENDERING
R-2 RENDERING
R-3 RENDERING
R-4 RENDERING
R-5 RENDERING
SHEET INDEX
NORTH PALISADE PARTNERS
1330 FACTORY PLACE #105, LOS ANGELES, CA 90013
CONTACT: BRIAN WONG
PHONE: 310.242.1612
EMAIL: [email protected]
WEBSITE: WWW.NORTHPALISADE.COM
DEVELOPER/OWNER
HERDMAN ARCHITECTURE & DESIGN, INC.
3800 EAST COAST HWY, STE. 6
CORONA DEL MAR, CA 92625
CONTACT: BRIDGET HERDMAN
PHONE: 714.389.2800
EMAIL: [email protected]
APPLICANT'S REPRESENTATIVE/ARCHITECT
VICINITY MAP
TOTAL PARKING REQUIRED
REQUIRED PARKING BREAKDOWN
PARKING PROVIDED
LANDSCAPE AREA SUMMARY
BUILDING AREA SUMMARY
FLOOR AREA RATIO
LOT AREA
BUILDING AREA SITE AREA FAR ALLOWABLE FAR PROVIDED
290618 SF 587877 SF 100% 49.4%
104 ASPHALT PAVING. SEE CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
105 CONCRETE PAVING. SEE CIVIL DRAWINGS FOR ADITIONAL
INFORMATION (SEE STRUCTURAL DRAWINGS FOR TRUCK
APRON WHEN NOT COVERED BY CIVIL DRAWINGS).
109 (N) TRANSFORMER LOCATION. PROVIDE PIPE BOLLARD
PROTECTION POSTS PER UTILITY COMPANY
REQUIREMENTS. SEE ELECTRICAL DRAWINGS FOR
ADITIONAL INFORMATION.
111 TYP U.O.N., STANDARD PARKING STALL. SEE 1/A1.0.
112 EV (ELECTRIC VEHICLE) CAPABLE PARKING STALL. SEE
1/A1.0 AND ELECTRICAL DRAWINGS.
113 EVCS (ELECTRIC VEHICLE CHARGING STATION) PARKING
STALL. SEE 1/A1.0 AND ELECTRICAL DRAWINGS.
115 STANDARD ACCESSIBLE PARKING STALL. FOR DETAIL
SHOWN BUT NOT NOTED, SEE 1/A0.2.1.
116 VAN ACCESSIBLE PARKING STALL. FOR DETAIL SHOWN
BUT NOT NOTED, SEE 1/A0.2.1.
117 STANDARD ACCESSIBLE EVCS (ELECTRICAL VEHICLE
CHARGING STATION). SEE ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION. FOR DETAIL SHOWN BUT NOT
NOTED, SEE 2/A0.2.1.
137 TUBE STEEL FENCE. MIN HEIGHT 8' ABOVE HIGHEST
ADJACENT FINISHED GRADE. SEE 7/AD1.1.
140 TRASH ENCLOSURE w/ROOF COVERING AS REQUIRED BY
JURISDICTION. SEE CIVIL & STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
147 2 POSITION BIKE RACK. SEE 8/AD1.2.
150 CONCRETE TRUCK RAMP w/ 42" HIGH CONCRETE TILT-UP
GUARD ON OPEN SIDE(S). PAINT ALL SIDES OF GUARD
WALLS AND HANDRAILS.SEE ARCHITECTURAL DRAWINGS
FOR COLOR SCHEDULE. SEE STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
151 STEEL PIPE BOLLARD PROTECTION POST. SEE 3/AD1.1.
185 FIRE SPRINKLER RISER. PROVIDE PIPE BOLLARD
PROTECTION POSTS. SEE 7/AD5.0 AND FIRE PROTECTION
PLANS.
BUILDING ADDRESS: 10990 WOODSIDE AVE.
SANTEE, CA 92071
CONSTRUCTION TYPE: III-B
OCCUPANCY: B / S-1
FIRE SPRINKLER: YES (ESFR NFPA 72, NFPA 13 & NFPA 24)
CLEAR HEIGHT: 36'
ZONING:
GENERAL PLAN: G-I (GENERAL INDUSTRIAL)
SPECIFIC PLAN: N/A
FEMA FLOOD ZONE: NO FLOOD ZONE
BUILDING SETBACKS:
FRONT SETBACK: 15'
SIDE SETBACK: 5'
REAR SETBACK: NONE
ALLOWABLE AREA:
UNLIMITED AREA PER CBC 507 TABLE 506.2
PROJECT INFORMATION & AREA ANALYSIS
1" = 40'-0" 1 PROPOSED SITE PLAN
TOTAL BUILDING AREA 143708 SF
TOTAL AREA BY OCCUPANCY
WAREHOUSE 135708 SF
OFFICE AREA 8000 SF
FINISH FLOOR
WAREHOUSE BUILDING 1 135708 SF
OFFICE BUILDING 1 2000 SF
OFFICE BUILDING 1 2000 SF
MEZZANINE
OFFICE BUILDING 1 2000 SF
OFFICE BUILDING 1 2000 SF
TOTAL FINISH FLOOR AREA 139708 SF
TOTAL MEZZANINE AREA 4000 SF
FINISH FLOOR
WAREHOUSE BUILDING 2 138910 SF
OFFICE BUILDING 2 2000 SF
OFFICE BUILDING 2 2000 SF
MEZZANINE
OFFICE BUILDING 2 2000 SF
OFFICE BUILDING 2 2000 SF
TOTAL FINISH FLOOR AREA 142910 SF
TOTAL MEZZANINE AREA 4000 SF
TOTAL BUILDING AREA 146910 SF
BUILDING 2
BUILDING 1
*SEE LANDSCAPE PLAN
Accessible path shall connect to public sidewalk sheet A1
ACCESSIBLE PATH SHALL
CONNECT TO PUBLIC SIDEWALK.
FH FH
FH FH
FH
FH
FH
FH
FH
FH
FH
FH
2000 SF
FUTURE OFFICE
2000 SF MEZZ
2000 SF
FUTURE OFFICE
2000 SF MEZZ
2000 SF
FUTURE OFFICE
2000 SF MEZZ
2000 SF
FUTURE OFFICE
2000 SF MEZZ
PROPOSED
BUILDING 1
PROPOSED
BUILDING 2
28' FIRE ACCESS LANE
P
R
E
-
CAST
C
O
N
C
R
E
TE
F
E
N
C
E
28' FIRE ACCESS LANE
NORTH
PROJECT
10/31/2025 10:02:08 AM
A22-2164
SANTEE, CA
6TH PLANNING
SUBMITTAL10.31.25
A1_0
SITE
UTILIZATION
MAP
PALISADE SANTEE COMMERCE CENTER
1" = 80'-0"
1 SITE UTILIZATION MAP
FH
FH FH
LANDSCAPE AREA
CONCRETE PAVING WHEN OCCURS
@ PARKING AREAS, DRIVE AISLES,
& OR TRUCK COURT. SEE CIVIL
DRAWINGS FOR PAVING SECTIONS
FIRE HYDRANT. PROVIDE PIPE
BOLLARD PROTECTION POSTS AS
REQUIRED BY THE FIRE
AUTHORITY. SEE 3/AD1.1
LIGHT POLE
INDICATES AN ACCESSIBLE ROUTE.
MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6
PROPERTY LINE
PROPOSED OFFICE
DOCK HIGH TRUCK DOOR
GRADE LEVEL TRUCK DOOR # PARKING STALL COUNT TOTAL
FIRE LANE PER DEPARTMENT
REQUIREMENT
NOTES:
1. ALL IMPERFECTIONS ON THE SURFACE OF THE CONCRETE
WALL PANELS SHALL BE PATCHED / SACKED / SANDED
SMOOTH PRIOR TO PAINTING.
2. ALL EXTERIOR FABRICATED STEEL SHALL BE SHOP PRIMED
WITH A GRAY, RUST INHIBITIVE PRIMER PRIOR TO DELIVERY
TO THE JOB SITE. ANY AND ALL DAMAGE TO THE PRIMER
COAT SHALL BE TOUCHED UP PRIOR TO ADDITIONAL FINAL
COLOR PAINTING OR COMPLETION OF THE PROJECT.
3. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO
PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL
IMPEDE THE PRIMER COAT FROM ADHERING TO THE
WALLS.
4. PAINT EXTERIOR WALLS w/ 1- COAT SPRAYED AND BACK
ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON
FLAT FINISH IN THE FINAL WALL COLOR. FINISHED JOB
SHALL BE SMOOTH AND FREE OF LAPPING AND OR
STREAKING, REGARDLESS OF THE COLOR.
5. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL
PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1.
6. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE
COLOR OF THE TRELLIS.
7. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACENT
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
8. U.O.N., PAINT THE SIDE OPPOSITE THE SIDE SHOWN OF
SCREEN WALLS THE SAME COLOR AS THE SIDE SHOWN. IF
THERE ARE TWO COLORS SHOWN, USE THE BASE COLOR.
9. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
10. PAINT COLOR FOR EXPOSED CANOPY FRAMING & WALL
BEHIND OPEN TRELLIS (KEY NOTE 428, OR 429) WHEN
OCCURS & TRASH ENCLOSURE METAL ROOF, ROOF BEAMS,
& SUPPORT COLUMNS PER COLOR LEGEND ON THIS
SHEET. LIGHT POLE BASES TO REMAIN UNPAINTED AND
SMOOTH FINISH CONCRETE.
11. REFER TO DIGITAL COPY OF PLANS FOR RENDERING AND
ELEVATIONS IN COLOR. HARD COPY PLANS WILL SHOWN
BLACK AND WHITE ONLY. A
EXTERIOR PAINT COLOR: SW 6995
SUPERWHITE B
EXTERIOR PAINT COLOR: SW 7666 FLEUR DE
SEL C
EXTERIOR PAINT COLOR: SW 7674
PEPPERCORN D
STOREFRONT MEDIUM PERFORMANCE BLUE
REFLECTED GLAZING BLACK ANODIZED
MULLION E METAL PANEL F BLACK ANODIZED METAL CANOPY/BROW
1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.
2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT
AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET
AND FOLLOW ALL RECOMMENDATIONS.
3. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND
CURBS ARE EITHER TO THE CENTER (SHOWN WITH A
CENTERLINE) OR FACE OF THE WALL OR CURB. ALL
DIMESIONS TO FRAMED WALLS ARE EITHER TO THE
CENTER LINE OF THE WALL FRAMING (SHOWN WITH A
CENTERLINE) OR THE FACE OF THE WALL FINISH.
4. REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY
INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN
AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL
CONTRACTOR TO COORDINATE ALL POINTS OF
CONNECTION.
5. REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES
AND SLOPES. ALL FINISHED GRADES TO PROVIDE
POSITIVE DRAINAGE AWAY FROM THE BUILDING.
GENERAL CONTRACTOR TO FIELD VERIFY.
6. ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN
DRAWINGS SHALL CONFORM TO THE FOLLOWING:
A. SLOPES IN THE DIRECTION OF TRAVEL DO NOT
EXCEED 5%. CROSS SLOPES DO NOT EXCEED 2%.
B. THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN.
C. CHANGES IN LEVEL UP TO 1/2" COMPLY WITH
11/A0.2.1. CHANGES IN LEVEL GREATER THAN 1/2" IF
THEY OCCUR ARE RAMPED. SEE PLANS.
D. THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE
ROUTE IS 80" MIN.
7. ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A
MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N.
8. A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA
END OF THE OPENING SHALL BE PROVIDED @ ALL
EXTERIOR GLAZING WHERE THE SILL IS WITHIN 3'
VERTICAL OF THE FINISHED GRADE. SEE 2/AD1.1
9. PROVIDE PIPE BOLLARD PROTECTION POSTS AS
REQUIRED BY UTILITY COMPANIES AND OR FIRE
AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT
AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD
PROTECTION POST DETAILS ARE NOT PROVIDED BY
UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL
3/AD1.1
10. ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL
BE PAINTED FORREST GREEN.
11. WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE
FLUID APPLIED DAMP PROOFING AT ALL RETAINING AND
PLANTER WALLS WHERE THE SIDE OF THE WALL
OPPOSITE THE SOIL SIDE IS EXPOSED TO VIEW AND ALL
EXTERIOR WALLS WHERE THE ADJACENT FLOOR SLAB IS
BELOW GRADE. SEE 6/AD1.2
12. PROVIDE A HOSE BIB NEAR THE MAIN BUILDING
ENTRANCE THE . SEE PLAN FOR LOCATION.
13. AN ANTI-GRAFFITI COATING SHALL BE PROVIDE 10 FEET
ON ALL BLOCK WALLS AND STUCCO COVERED WALLS
AND WRITTEN VERIFICATION OF ITS APPLICATION FROM
THE DEVELOPER SHALL BE PROVIDED TO THE PLANNING
DIVISION. THE TYPE AND SPECIFICTION SHALL BE LISTED
WITH THE WALL PLAN DETAILS SUBMITTED TO THE
BUILDING AND SAFETY DIVISION DURING BUILDING PLAN
CHECK.
2000 SF
FUTURE OFFICE
2000 SF MEZZ
112
116
112
117
121
123
123 4' - 0"
120
120
121
147
122
122
4' - 10" 19' - 0" 9' - 0" 12' - 0"
110
2000 SF
FUTURE OFFICE
2000 SF MEZZ
112
117
116
146
105 9' - 0" 9' - 0"
3' - 0"
121
120
172
122
120
122
123
4' - 10"
105
116
110
123
121 4' - 0"
120 12' - 0"
148
147
122
2000 SF
FUTURE OFFICE
2000 SF MEZZ
123 9' - 0" TYP. CURB RAMP 6' - 0" 12' - 0"
123
115
116
105
148
TYP.
120
2000 SF
FUTURE OFFICE
2000 SF MEZZ 9' - 0" 5' - 0"
122
4' - 0"
147
NORTH PROJECT
12/11/2025 1:59:01 PM
A22-2164 SANTEE, CA
12.11.2025
A1_1
ENLARGED
SITE PLANS PALISADE SANTEE COMMERCE CENTER
KEYNOTES
EXTERIOR COLOR SCHEDULE
105 CONCRETE PAVING. SEE CIVIL DRAWINGS FOR ADITIONAL
INFORMATION (SEE STRUCTURAL DRAWINGS FOR TRUCK
APRON WHEN NOT COVERED BY CIVIL DRAWINGS).
110 ACCESS AISLE FOR ACCESSIBLE PARKING STALLS. SEE 1 & 2/A0.2.1.
112 EV (ELECTRIC VEHICLE) CAPABLE PARKING STALL. SEE
1/A1.0 AND ELECTRICAL DRAWINGS.
115 STANDARD ACCESSIBLE PARKING STALL. FOR DETAIL
SHOWN BUT NOT NOTED, SEE 1/A0.2.1.
116 VAN ACCESSIBLE PARKING STALL. FOR DETAIL SHOWN
BUT NOT NOTED, SEE 1/A0.2.1.
117 STANDARD ACCESSIBLE EVCS (ELECTRICAL VEHICLE
CHARGING STATION). SEE ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION. FOR DETAIL SHOWN BUT NOT
NOTED, SEE 2/A0.2.1.
120 TRUNCATED DOME DETECTABLE WARNING SURFACE. 3'-0"
DEEP IN THE DIRECTION OF TRAVEL. SEE 10/A0.2.1.
121 PRECAST CONCRETE WHEEL STOP. SEE 5/AD1.1.
122 ZERO CURB FACE. SEE CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
123 CURB RAMP. 8.33% MAX SLOPE w/ 2% MAX CROSS SLOPE.
SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.
146 PAINTED STEEL SWINGING PEDESTRIAN GATE. WHEN
OCCURS IN TUBE STEEL FENCE, ALIGN TOP w/ FENCE
HEIGHT. WHEN OCCURS IN CONCRETE SCREEN WALL,
REFER TO SITE WALL ELEVATIONS. SEE 8/AD1.1. PROVIDE
KNOX BOX AS REQUIRED BY FIRE AUTHORITY.
147 2 POSITION BIKE RACK. SEE 8/AD1.2.
148 OUTDOOR EMPLOYEE BREAK AREA.
172 LOCATION OF FUTURE MEDIUM AND HEAVY DUTY ZEV
CHARGING CABINETS AND CHARGING DISPENSERS FOR
TRUCK CHARGING ONLY. SEE ELECTRICAL DRAWINGS.
SITE PLAN GENERAL NOTES
SITE LEGEND
1/8" = 1'-0" 1 ENLARGED SITE PLAN SOUTHEAST1/8" = 1'-0" 2 ENLARGED SITE PLAN SOUTHWEST 1/8" = 1'-0" 3 ENLARGED SITE PLAN - NORTHWEST OFFICE1/8" = 1'-0" 4 ENLARGED SITE PLAN - NORTHEAST CORNER FH
6' - 5"
MIN
. CLR
5'
- 0"
ø
15' - 0"
7' - 9"
142
A1_2 3
A1_2 4
A1_2
2 6 A1_2
2' - 6"
3' - 0"
AB
7' - 0"10' - 0"4' - 8"
6' - 6"
109
LANDSCAPE AREA
CONCRETE PAVING WHEN OCCURS
@ PARKING AREAS, DRIVE AISLES,
& OR TRUCK COURT. SEE CIVIL
DRAWINGS FOR PAVING SECTIONS
FIRE HYDRANT. PROVIDE PIPE
BOLLARD PROTECTION POSTS AS
REQUIRED BY THE FIRE
AUTHORITY. SEE 3/AD1.1
LIGHT POLE
INDICATES AN ACCESSIBLE ROUTE.
MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6
PROPERTY LINE
PROPOSED OFFICE
DOCK HIGH TRUCK DOOR
GRADE LEVEL TRUCK DOOR
# PARKING STALL COUNT TOTAL
FIRE LANE PER DEPARTMENT
REQUIREMENT
NOTES:
1. ALL IMPERFECTIONS ON THE SURFACE OF THE CONCRETE
WALL PANELS SHALL BE PATCHED / SACKED / SANDED
SMOOTH PRIOR TO PAINTING.
2. ALL EXTERIOR FABRICATED STEEL SHALL BE SHOP PRIMED
WITH A GRAY, RUST INHIBITIVE PRIMER PRIOR TO DELIVERY
TO THE JOB SITE. ANY AND ALL DAMAGE TO THE PRIMER
COAT SHALL BE TOUCHED UP PRIOR TO ADDITIONAL FINAL
COLOR PAINTING OR COMPLETION OF THE PROJECT.
3. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO
PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL
IMPEDE THE PRIMER COAT FROM ADHERING TO THE
WALLS.
4. PAINT EXTERIOR WALLS w/ 1- COAT SPRAYED AND BACK
ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON
FLAT FINISH IN THE FINAL WALL COLOR. FINISHED JOB
SHALL BE SMOOTH AND FREE OF LAPPING AND OR
STREAKING, REGARDLESS OF THE COLOR.
5. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL
PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1.
6. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE
COLOR OF THE TRELLIS.
7. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACENT
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
8. U.O.N., PAINT THE SIDE OPPOSITE THE SIDE SHOWN OF
SCREEN WALLS THE SAME COLOR AS THE SIDE SHOWN. IF
THERE ARE TWO COLORS SHOWN, USE THE BASE COLOR.
9. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
10. PAINT COLOR FOR EXPOSED CANOPY FRAMING & WALL
BEHIND OPEN TRELLIS (KEY NOTE 428, OR 429) WHEN
OCCURS & TRASH ENCLOSURE METAL ROOF, ROOF BEAMS,
& SUPPORT COLUMNS PER COLOR LEGEND ON THIS
SHEET. LIGHT POLE BASES TO REMAIN UNPAINTED AND
SMOOTH FINISH CONCRETE.
11. REFER TO DIGITAL COPY OF PLANS FOR RENDERING AND
ELEVATIONS IN COLOR. HARD COPY PLANS WILL SHOWN
BLACK AND WHITE ONLY. A
EXTERIOR PAINT COLOR: SW 6995
SUPERWHITE
B
EXTERIOR PAINT COLOR: SW 7666 FLEUR DE
SEL
C
EXTERIOR PAINT COLOR: SW 7674
PEPPERCORN
D
STOREFRONT MEDIUM PERFORMANCE BLUE
REFLECTED GLAZING BLACK ANODIZED
MULLION
E METAL PANEL F BLACK ANODIZED METAL CANOPY/BROW
1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.
2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT
AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET
AND FOLLOW ALL RECOMMENDATIONS.
3. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND
CURBS ARE EITHER TO THE CENTER (SHOWN WITH A
CENTERLINE) OR FACE OF THE WALL OR CURB. ALL
DIMESIONS TO FRAMED WALLS ARE EITHER TO THE
CENTER LINE OF THE WALL FRAMING (SHOWN WITH A
CENTERLINE) OR THE FACE OF THE WALL FINISH.
4. REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY
INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN
AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL
CONTRACTOR TO COORDINATE ALL POINTS OF
CONNECTION.
5. REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES
AND SLOPES. ALL FINISHED GRADES TO PROVIDE
POSITIVE DRAINAGE AWAY FROM THE BUILDING.
GENERAL CONTRACTOR TO FIELD VERIFY.
6. ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN
DRAWINGS SHALL CONFORM TO THE FOLLOWING:
A. SLOPES IN THE DIRECTION OF TRAVEL DO NOT
EXCEED 5%. CROSS SLOPES DO NOT EXCEED 2%.
B. THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN.
C. CHANGES IN LEVEL UP TO 1/2" COMPLY WITH
11/A0.2.1. CHANGES IN LEVEL GREATER THAN 1/2" IF
THEY OCCUR ARE RAMPED. SEE PLANS.
D. THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE
ROUTE IS 80" MIN.
7. ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A
MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N.
8. A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA
END OF THE OPENING SHALL BE PROVIDED @ ALL
EXTERIOR GLAZING WHERE THE SILL IS WITHIN 3'
VERTICAL OF THE FINISHED GRADE. SEE 2/AD1.1
9. PROVIDE PIPE BOLLARD PROTECTION POSTS AS
REQUIRED BY UTILITY COMPANIES AND OR FIRE
AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT
AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD
PROTECTION POST DETAILS ARE NOT PROVIDED BY
UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL
3/AD1.1
10. ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL
BE PAINTED FORREST GREEN.
11. WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE
FLUID APPLIED DAMP PROOFING AT ALL RETAINING AND
PLANTER WALLS WHERE THE SIDE OF THE WALL
OPPOSITE THE SOIL SIDE IS EXPOSED TO VIEW AND ALL
EXTERIOR WALLS WHERE THE ADJACENT FLOOR SLAB IS
BELOW GRADE. SEE 6/AD1.2
12. PROVIDE A HOSE BIB NEAR THE MAIN BUILDING
ENTRANCE THE . SEE PLAN FOR LOCATION.
13. AN ANTI-GRAFFITI COATING SHALL BE PROVIDE 10 FEET
ON ALL BLOCK WALLS AND STUCCO COVERED WALLS
AND WRITTEN VERIFICATION OF ITS APPLICATION FROM
THE DEVELOPER SHALL BE PROVIDED TO THE PLANNING
DIVISION. THE TYPE AND SPECIFICTION SHALL BE LISTED
WITH THE WALL PLAN DETAILS SUBMITTED TO THE
BUILDING AND SAFETY DIVISION DURING BUILDING PLAN
CHECK.
OPEN BEYOND
3' - 0"
151
HIGHEST ADJACENT GRADE
6' - 0" MIN. HEIGHT ABOVE
151
AB
ABOVE ADJACENT GRADE
6' - 0" MIN. HEIGHT 3' - 0"
NORTH
PROJECT
10/31/2025 10:02:16 AM
A22-2164
SANTEE, CA
6TH PLANNING
SUBMITTAL10.31.25
A1_2
ENLARGED
SITE PLANS II
PALISADE SANTEE COMMERCE CENTER
1/4" = 1'-0"
1 ENLARGED SITE PLAN - TRASH ENCLOSURE, TYP.
1/4" = 1'-0"
3 TRASH ENCLOSURE SOUTH ELEVATION
1/4" = 1'-0"
4 TRASH ENCLOSURE NORTH ELEVATION II
1/4" = 1'-0"
5 ENLARGED SITE PLAN - TRANSFORMER
KEYNOTES
EXTERIOR COLOR SCHEDULE
109 (N) TRANSFORMER LOCATION. SEE LANDSCAPE FOR
SCREENING
142 CONCRETE TILT-UP TRASH ENCLOSURE WALL. MIN HEIGHT
6'-0" ABOVE HIGHEST ADJACENT FINISHED GRADE. PAINT
BOTH SIDES AND TOP OF WALL. SEE PLANS FOR COLOR
SCHEDULE
151 STEEL PIPE BOLLARD PROTECTION POST
SITE PLAN GENERAL NOTES
SITE LEGEND
1/4" = 1'-0"
2 TRASH ENCLOSURE WEST ELEVATION
1/4" = 1'-0"
6 TRASH ENCLOSURE EAST ELEVATION
NOTES:
1. ALL IMPERFECTIONS ON THE SURFACE OF THE CONCRETE
WALL PANELS SHALL BE PATCHED / SACKED / SANDED
SMOOTH PRIOR TO PAINTING.
2. ALL EXTERIOR FABRICATED STEEL SHALL BE SHOP PRIMED
WITH A GRAY, RUST INHIBITIVE PRIMER PRIOR TO DELIVERY
TO THE JOB SITE. ANY AND ALL DAMAGE TO THE PRIMER
COAT SHALL BE TOUCHED UP PRIOR TO ADDITIONAL FINAL
COLOR PAINTING OR COMPLETION OF THE PROJECT.
3. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO
PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL
IMPEDE THE PRIMER COAT FROM ADHERING TO THE
WALLS.
4. PAINT EXTERIOR WALLS w/ 1- COAT SPRAYED AND BACK
ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON
FLAT FINISH IN THE FINAL WALL COLOR. FINISHED JOB
SHALL BE SMOOTH AND FREE OF LAPPING AND OR
STREAKING, REGARDLESS OF THE COLOR.
5. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL
PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1.
6. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE
COLOR OF THE TRELLIS.
7. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACENT
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
8. U.O.N., PAINT THE SIDE OPPOSITE THE SIDE SHOWN OF
SCREEN WALLS THE SAME COLOR AS THE SIDE SHOWN. IF
THERE ARE TWO COLORS SHOWN, USE THE BASE COLOR.
9. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
10. PAINT COLOR FOR EXPOSED CANOPY FRAMING & WALL
BEHIND OPEN TRELLIS (KEY NOTE 428, OR 429) WHEN
OCCURS & TRASH ENCLOSURE METAL ROOF, ROOF BEAMS,
& SUPPORT COLUMNS PER COLOR LEGEND ON THIS
SHEET. LIGHT POLE BASES TO REMAIN UNPAINTED AND
SMOOTH FINISH CONCRETE.
11. REFER TO DIGITAL COPY OF PLANS FOR RENDERING AND
ELEVATIONS IN COLOR. HARD COPY PLANS WILL SHOWN
BLACK AND WHITE ONLY. A
EXTERIOR PAINT COLOR: SW 6995
SUPERWHITE
B
EXTERIOR PAINT COLOR: SW 7666 FLEUR DE
SEL
C
EXTERIOR PAINT COLOR: SW 7674
PEPPERCORN
D
STOREFRONT MEDIUM PERFORMANCE BLUE
REFLECTED GLAZING BLACK ANODIZED
MULLION
E METAL PANEL F BLACK ANODIZED METAL CANOPY/BROW
A1_3 2
ABOVE GRADE
10' - 0"
3 A1_3
10' - 0"
STANDARD CMU BLOCKS, TYP.
NORTH
PROJECT
10/31/2025 10:02:17 AM
A22-2164
SANTEE, CA
6TH PLANNING
SUBMITTAL10.31.25
A1_3
SOUND WALL
PLAN &
ELEVATIONS
PALISADE SANTEE COMMERCE CENTER
EXTERIOR COLOR SCHEDULE
KEYNOTES
1/4" = 1'-0"
1 ENLARGED SOUND WALL PLAN
1/4" = 1'-0"
2 SOUND WALL NORTH ELEVATION
1" = 1'-0"
3 SOUND WALL SECTION
FH
FH FH
FH FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
LANDSCAPE AREA
CONCRETE PAVING WHEN OCCURS
@ PARKING AREAS, DRIVE AISLES,
& OR TRUCK COURT. SEE CIVIL
DRAWINGS FOR PAVING SECTIONS
FIRE HYDRANT. PROVIDE PIPE
BOLLARD PROTECTION POSTS AS
REQUIRED BY THE FIRE
AUTHORITY. SEE 3/AD1.1
LIGHT POLE
INDICATES AN ACCESSIBLE ROUTE.
MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6
PROPERTY LINE
PROPOSED OFFICE
DOCK HIGH TRUCK DOOR
GRADE LEVEL TRUCK DOOR
# PARKING STALL COUNT TOTAL
FIRE LANE PER DEPARTMENT
REQUIREMENT
40' FIRE ACCESS LANE
2000 SF
OFFICE
2000 SF MEZZ
N. WOODSIDE AVE
1500 SF
FUTURE
OFFICE
1500 SF
FUTURE
OFFICE
2000 SF
FUTURE OFFICE
2000 SF MEZZ
2000 SF
OFFICE
2000 SF MEZZ
2000 SF
OFFICE
2000 SF MEZZ
1500 SF
POTENTIAL
OFFICE
1500 SF
POTENTIAL
OFFICE
BUILDING 1
143,708 SF
25 DOCK-HI DOORS
25 DOCK-HI DOORS
TYP, U.O.N
52' - 0" 60' - 0"
28' FIRE ACCESS LANE
28' FIRE ACCESS LANE
40' FIRE ACCESS LANE
R 68' - 0"
THIS ENTIRE WALL TO BE 3-HOUR FIRE RATED WITH 30" MIN. PARAPETS.
ALL PANEL JOINTS REQUIRE 3-HOUR CAULKING.
DOORS AND OPENINGS REQUIRE 3-HOUR RATING
540' - 0"
10 10
10 10
11 11 10 10
6 8
6 10 10 10 10 10 10 10 10
60' - 10" +/- 298' - 0" 380' - 0"
BUILDING 2
146,910 SF
T
TYP.
52' - 0"
66' - 0"
TYP.
60' - 0"
THIS ENTIRE WALL TO BE 3-HOUR FIRE RATED WITH 30" MIN.
PARAPETS. ALL PANEL JOINTS REQUIRE 3-HOUR CAULKING.
DOORS AND OPENINGS REQUIRE 3-HOUR RATING
NEIGHBOR'S FENCING
30' - 0"
SECONDARY
ACCESS GATE
WITH KNOX
ACCESS
NEIGHBOR'S FENCING
NEIGHBOR'S FENCING
10 13
9 14
ELECT.
ROOM
LONG-TERM
BIKE STORAGE
TYP.
60' - 0" 67' - 0"
8' - 0"
19' - 0" 28' - 0"
SETBACK
15' - 0"
SETBACK
15' - 0"
75' - 0"
SIDEWALK TO
PUBLIC STREET
58' - 2" +/-
62' - 3" +/- 302' - 2" +/- 67' - 5" 305' - 7" 61' - 2" +/- 246' - 0" 185' - 0" 247' - 0"
2' - 10"
TYP.
52' - 0"64' - 0"6' - 0"28' - 0"19' - 0"
TYP.
52' - 0"72' - 0"6' - 0"40' - 0"19' - 0"
59' - 0" 67' - 0" 59' - 0"
T
11 11
11 11
12 THIS ENTIRE WALL TO BE 3-HOUR FIRE RATED WITH 30" MIN. PARAPETS.
ALL PANEL JOINTS REQUIRE 3-HOUR CAULKING.
DOORS AND OPENINGS REQUIRE 3-HOUR RATING
MOTORCYCLE PARKING 3
4 5
2 28' - 0" 19' - 0"
7' - 6"
28' FIRE ACCESS LANE28' FIRE ACCESS LANE28' FIRE ACCESS LANE28' FIRE ACCESS LANE 651' - 7" 70' - 1" +/-
73' - 6" 38' - 0" 73' - 6"
40' FIRE ACCESS LANE
28' FIRE ACCESS LANE
38' FIRE ACCESS LANE38' FIRE ACCESS LANE
45' - 0"
17' x 45' FIRE
DEPLOYMENT AREA
17' x 45' FIRE
DEPLOYMENT AREA
17' x 45' FIRE
DEPLOYMENT AREA
17' x 45' FIRE
DEPLOYMENT AREA
17' x 45' FIRE
DEPLOYMENT AREA
17' x 45' FIRE
DEPLOYMENT AREA
134
130 TYP.
134
33' - 3" +/-
NORTH
PROJECT
10/31/2025 11:06:28 AM
A22-2164
SANTEE, CA
6TH PLANNING
SUBMITTAL10.31.25
A1_5
FIRE ACCESS
PLAN
PALISADE SANTEE COMMERCE CENTER
SITE LEGEND KEYNOTES
130 (N) FIRE HYDRANT
134 FIRE DEPARTMENT CONNECTION (FDC). REFER TO CIVIL
DWGS.
1" = 40'-0" 1
FIRE ACCESS PLAN
1. WHERE A MEZZANINE OCCURS AND A 1" TOPPING IS
CALLED OUT FOR IN THE STRUCTURAL DRAWINGS,
PROVIDE A 1" THICK TOPPING OF GYP-CRETE 2000 WITH A
MINIMUM STRENGTH OF 2,500 PSI.
2. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE
DEPARTMENT AND THE CBC/CFC. REQUIREMENTS AND
LOCATIONS TO BE DETERMINED IN THE FIELD BY THE FIRE
DEPARTMENT INSPECTOR.
3. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS
SHALL BE SEALED WITH APPROVED FIRE CAULKING. SEE
SHTS AD2.3, & AD2.4.
4. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS ARE EITHER
TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF
THE WALL. ALL DIMENSIONS TO FRAMED WALLS ARE
EITHER TO THE CENTER OF THE WALL FRAMING (SHOWN
WITH A CENTERLINE) OR FACE OF THE WALL FINISH.
5. PROVIDE ILLUMINATED AND TACTILE EXIT SIGNAGE. SEE
EXITING & SIGNAGE PLANS.
6. SEE CIVIL DRAWINGS FOR ALL UTILITY POINTS OF
CONNECTION. GENERAL CONTRACTOR TO VERIFY
LOCATIONS.
7. PROVIDE PIPE BOLLARD PROTECTION POSTS @ FIRE
RISERS & ELECTRICAL GEAR AS REQUIRED BY THE
ELECTRICAL AND FIRE PROTECTION PLANS. SEE 7/AD5.0
FOR ADDITIONAL INFORMATION.
8. FOR REQUIRED LANDINGS @ ALL INTERIOR & EXTERIOR
DOORS, SEE 11/A0.2.1.
9. NO SMOKING IS ALLOWED WITHIN 25' OF ALL BUILDING
ENTRANCES, PER GREEN BUILDING STANDARD CODE
DIVISION 5.504.7. POST REQUIRED SIGNAGE.
10. U.O.N @ INTERIOR PARTITIONS, FINISHED HINGE SIDE OF JAMB TO BE 6" FROM FINISHED SURFACE OF INTERSECTING
WALL.
EXTERIOR CONCRETE TILT-UP WALL PANEL
OR INTERIOR CONCRETE TILT-UP MEZZANINE
SHEAR WALL PANEL. SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL INFORMATION
STOREFRONT GLAZING SYSTEM. SEE
ENLARGED FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR ADDITIONAL INFORMATION
METAL STUD NON BEARING PARTITION WALL.
SEE ENLARGED FLOOR PLANS & WALL TYPE
SCHEDULE FOR ADDITIONAL INFORMATION
STRUCTURAL BUILDING COLUMNS
WOOD STUD BEARING WALL. SEE ENLARGED
FLOOR PLANS & WALL TYPE SCHEDULE FOR
ADDITIONAL INFORMATION.
PROVIDE VAPOR BARRIER UNDER
PROPOSED AND OR FUTURE OFFICE AREA
FLOOR SLAB. EXTEND MIN 40'-0" BEYOND
T.I. AREA OR AS DIMENSIONED ON THE
FLOOR PLAN. SEE 4/AD1.0
FIRE SPRINKLER RISER. SEE FIRE
PROTECTION PLANS AND 7/AD5.0.
DOOR TAG. SEE SHEET A8.0 FOR DOOR
SCHEDULE
WINDOW TAG. SEE SHEET A8.0 FOR
WINDOW SCHEDULE
WALL TAG
0000 A
STOREFRONT TAG. SEE SHEETS A8.0.1 &
A8.0.2 FOR STOREFRONT SCHEDULE
00 000
1. THE FLOOR SLAB THICKNESS TO BE X". SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
2. THE FLOOR SLAB TO BE CLASS V PER ACI 302-1R-04 TABLE 21.
3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE
OWNER WHETHER OR NOT TO PROVIDE JOINT FILLER AT
FLOOR SLAB CONTROL AND CONSTRUCTION JOINTS.
4. SLOPE POUR STRIPS @ EXTERIOR PEDESTRIAN AND
OVERHEAD DOORS. SEE 5, 7, & 10/AD4.1.
5. CRANES, CONCRETE TRUCKS, AND SIMILAR HEAVY
EQUIPMENT ARE PROHIBITED ON THE FLOOR SLAB DURING
CONSTRUCTION.
6. BELOW FLOOR SLAB SOIL COMPACTION TO BE 95% MIN.
7. TRENCH SOIL COMPACTION TO BE 90% MIN.
8. SLAB FINISH TO BE STEEL FLOAT HARD TROWEL BURNISHED
FINISH.
9. THE GENERAL CONTRACTOR TO MAINTAIN A CLEAN FLOOR
SLAB. ALL TRUCKS AND EQUIPMENT TO BE DIAPERED.
10. ALL CONSTRUCTION MARKINGS SHALL BE REMOVED FROM
THE FLOOR SLAB PRIOR TO SEALING.
11. SEE 6/AD2.1 FOR SLAB PATCHING DETAIL.
12. PROVIDE 10'-0" WIDE PERIMETER FLOOR POUR-STRIPS AT
ALL TRUCK DOCK WALLS AND 5'-0" WIDE AT ALL OTHER
WALLS UNLESS NOTED OTHERWISE ON STRUCTURAL
DRAWINGS. NO UNDERGROUND PIPING, CONDUITS, ETC
ALLOWED IN POUR-STRIPS AT DOCK DOORS TO ALLOW FOR
CURRENT OR FUTURE RECESSED DOCK LEVELERS.
13. ALL FLOOR SLAB NAIL OR BRACE FRAME HOLES TO BE FILLED WITH APPROVED 2-PART EPOXY COMPOUND TO MATCH
CONCRETE COLOR. PEGA BOND LV 2000, BURKE EPOXY
INJECTION RESIN OR =.
14. ALL FLOOR SLAB PANEL FORM NAIL HOLES TO BE
PREDRILLED AND WOOD DOWELED PRIOR TO NAILING.
BRACE HOLES TO BE PREDRILLED.
15. CHAMFER AND REVEAL STRIPS ATTACHED TO THE FLOOR
SLAB MUST BE PROPERLY PATCHED PRIOR TO SEALING THE
FLOOR SLAB.
12345
ABCDE
6 FGHIJK
66' - 0" 60' - 0" 60' - 0" 60' - 0" 59' - 0"
305' - 0"
116' - 0" +/- 189' - 0" +/-
540' - 0"
64' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 60' - 0" 3' - 8" 25' - 4" 30' - 0" 37' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 29' - 0" 23' - 0" 298' - 0"
66' - 0" 60' - 0" 60' - 0" 60' - 0" 52' - 0"
24' - 0" 24' - 0" 16' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 4' - 0" 30' - 0" 60' - 0" 416' - 0" 64' - 0"
540' - 0"
64' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 60' - 0" 26' - 0"
138 135 134 133 132 131 130 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110 109 187 97 95
216
218 217
214 215 213 212 195
207 208
201
30' - 0" 30' - 0" 30' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 30' - 0" 30' - 0" 2000 SF
OFFICE
2000 SF MEZZ
1500 SF
FUTURE
OFFICE
1500 SF
FUTURE
OFFICE
2000 SF
FUTURE OFFICE
2000 SF MEZZ
2 A2_1
THIS ENTIRE WALL TO BE 3-HOUR FIRE RATED WITH 30" MIN. PARAPETS.
ALL PANEL JOINTS REQUIRE 3-HOUR CAULKING.
DOORS AND OPENINGS REQUIRE 3-HOUR RATING
THIS ENTIRE WALL TO BE 3-HOUR FIRE RATED WITH 30" MIN.
PARAPETS. ALL PANEL JOINTS REQUIRE 3-HOUR CAULKING.
DOORS AND OPENINGS REQUIRE 3-HOUR RATING THIS ENTIRE WALL TO BE 3-HOUR FIRE RATED WITH 30" MIN. PARAPETS. ALL PANEL JOINTS REQUIRE 3-HOUR CAULKING.
DOORS AND OPENINGS REQUIRE 3-HOUR RATING
56 GHIJ
LANDING
6' - 6"
RAMP
58' - 6" 6' - 0"
3' - 0"
59' - 0"
52' - 0"
1' - 9"
3' - 0"
5' - 9" 12' - 0" 5' - 6" 9' - 0" 4' - 0" 9' - 0" 2' - 0"2' - 0" 3' - 0"
2' - 6" 7' - 6" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 3' - 0"4' - 0"3' - 0" 3' - 0"
2' - 0"
150
95 138 135 134
91 133 132
52' - 0" 52' - 0"
401
NORTH
PROJECT
10/30/2025 4:34:23 PM
5TH PLANNING SUBMITTAL
09.04.2025
SANTEE, CA
A2_1
BUILDING 1
OVERALL PLAN PALISADE SANTEE COMMERCE CENTER PROJECT
10/30/2025 4:34:23 PM
5TH PLANNING SUBMITTAL
09.04.2025
SANTEE, CA
A2_1
BUILDING 1
OVERALL PLAN PALISADE SANTEE COMMERCE CENTER
KEYNOTES
FLOOR PLAN LEGEND
FLOOR PLAN GENERAL NOTES
FLOOR SLAB GENERAL NOTES
150 CONCRETE TRUCK RAMP w/ 42" HIGH CONCRETE TILT-UP
GUARD ON OPEN SIDE(S). PAINT ALL SIDES OF GUARD
WALLS AND HANDRAILS.SEE ARCHITECTURAL DRAWINGS
FOR COLOR SCHEDULE
201 STRUCTURAL BUILDING COLUMN
401 PAINTED CONCRETE TILT-UP WALL PANEL
1" = 30'-0"
1 PROPOSED BUILDING 1 FLOOR PLAN
1" = 10'-0"
2 PROPOSED BUILDING FLOOR PLAN - ENLARGED DOCK DOOR PLAN A
1. WHERE A MEZZANINE OCCURS AND A 1" TOPPING IS
CALLED OUT FOR IN THE STRUCTURAL DRAWINGS,
PROVIDE A 1" THICK TOPPING OF GYP-CRETE 2000 WITH A
MINIMUM STRENGTH OF 2,500 PSI.
2. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE
DEPARTMENT AND THE CBC/CFC. REQUIREMENTS AND
LOCATIONS TO BE DETERMINED IN THE FIELD BY THE FIRE
DEPARTMENT INSPECTOR.
3. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS
SHALL BE SEALED WITH APPROVED FIRE CAULKING. SEE
SHTS AD2.3, & AD2.4.
4. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS ARE EITHER
TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF
THE WALL. ALL DIMENSIONS TO FRAMED WALLS ARE
EITHER TO THE CENTER OF THE WALL FRAMING (SHOWN
WITH A CENTERLINE) OR FACE OF THE WALL FINISH.
5. PROVIDE ILLUMINATED AND TACTILE EXIT SIGNAGE. SEE
EXITING & SIGNAGE PLANS.
6. SEE CIVIL DRAWINGS FOR ALL UTILITY POINTS OF
CONNECTION. GENERAL CONTRACTOR TO VERIFY
LOCATIONS.
7. PROVIDE PIPE BOLLARD PROTECTION POSTS @ FIRE
RISERS & ELECTRICAL GEAR AS REQUIRED BY THE
ELECTRICAL AND FIRE PROTECTION PLANS. SEE 7/AD5.0
FOR ADDITIONAL INFORMATION.
8. FOR REQUIRED LANDINGS @ ALL INTERIOR & EXTERIOR
DOORS, SEE 11/A0.2.1.
9. NO SMOKING IS ALLOWED WITHIN 25' OF ALL BUILDING
ENTRANCES, PER GREEN BUILDING STANDARD CODE
DIVISION 5.504.7. POST REQUIRED SIGNAGE.
10. U.O.N @ INTERIOR PARTITIONS, FINISHED HINGE SIDE OF JAMB TO BE 6" FROM FINISHED SURFACE OF INTERSECTING
WALL.
EXTERIOR CONCRETE TILT-UP WALL PANEL
OR INTERIOR CONCRETE TILT-UP MEZZANINE
SHEAR WALL PANEL. SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL INFORMATION
STOREFRONT GLAZING SYSTEM. SEE
ENLARGED FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR ADDITIONAL INFORMATION
METAL STUD NON BEARING PARTITION WALL.
SEE ENLARGED FLOOR PLANS & WALL TYPE
SCHEDULE FOR ADDITIONAL INFORMATION
STRUCTURAL BUILDING COLUMNS
WOOD STUD BEARING WALL. SEE ENLARGED
FLOOR PLANS & WALL TYPE SCHEDULE FOR
ADDITIONAL INFORMATION.
PROVIDE VAPOR BARRIER UNDER
PROPOSED AND OR FUTURE OFFICE AREA
FLOOR SLAB. EXTEND MIN 40'-0" BEYOND
T.I. AREA OR AS DIMENSIONED ON THE
FLOOR PLAN. SEE 4/AD1.0
FIRE SPRINKLER RISER. SEE FIRE
PROTECTION PLANS AND 7/AD5.0.
DOOR TAG. SEE SHEET A8.0 FOR DOOR
SCHEDULE
WINDOW TAG. SEE SHEET A8.0 FOR
WINDOW SCHEDULE
WALL TAG
0000 A
STOREFRONT TAG. SEE SHEETS A8.0.1 &
A8.0.2 FOR STOREFRONT SCHEDULE
00 000
1. THE FLOOR SLAB THICKNESS TO BE X". SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
2. THE FLOOR SLAB TO BE CLASS V PER ACI 302-1R-04 TABLE 21.
3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE
OWNER WHETHER OR NOT TO PROVIDE JOINT FILLER AT
FLOOR SLAB CONTROL AND CONSTRUCTION JOINTS.
4. SLOPE POUR STRIPS @ EXTERIOR PEDESTRIAN AND
OVERHEAD DOORS. SEE 5, 7, & 10/AD4.1.
5. CRANES, CONCRETE TRUCKS, AND SIMILAR HEAVY
EQUIPMENT ARE PROHIBITED ON THE FLOOR SLAB DURING
CONSTRUCTION.
6. BELOW FLOOR SLAB SOIL COMPACTION TO BE 95% MIN.
7. TRENCH SOIL COMPACTION TO BE 90% MIN.
8. SLAB FINISH TO BE STEEL FLOAT HARD TROWEL BURNISHED
FINISH.
9. THE GENERAL CONTRACTOR TO MAINTAIN A CLEAN FLOOR
SLAB. ALL TRUCKS AND EQUIPMENT TO BE DIAPERED.
10. ALL CONSTRUCTION MARKINGS SHALL BE REMOVED FROM
THE FLOOR SLAB PRIOR TO SEALING.
11. SEE 6/AD2.1 FOR SLAB PATCHING DETAIL.
12. PROVIDE 10'-0" WIDE PERIMETER FLOOR POUR-STRIPS AT
ALL TRUCK DOCK WALLS AND 5'-0" WIDE AT ALL OTHER
WALLS UNLESS NOTED OTHERWISE ON STRUCTURAL
DRAWINGS. NO UNDERGROUND PIPING, CONDUITS, ETC
ALLOWED IN POUR-STRIPS AT DOCK DOORS TO ALLOW FOR
CURRENT OR FUTURE RECESSED DOCK LEVELERS.
13. ALL FLOOR SLAB NAIL OR BRACE FRAME HOLES TO BE FILLED WITH APPROVED 2-PART EPOXY COMPOUND TO MATCH
CONCRETE COLOR. PEGA BOND LV 2000, BURKE EPOXY
INJECTION RESIN OR =.
14. ALL FLOOR SLAB PANEL FORM NAIL HOLES TO BE
PREDRILLED AND WOOD DOWELED PRIOR TO NAILING.
BRACE HOLES TO BE PREDRILLED.
15. CHAMFER AND REVEAL STRIPS ATTACHED TO THE FLOOR
SLAB MUST BE PROPERLY PATCHED PRIOR TO SEALING THE
FLOOR SLAB.
789 10 11 12
LMNOPQSTVK
124' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 72' - 0" 2' - 0" 43' - 2" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 24' - 0" 59' - 0" 60' - 0" 60' - 0" 60' - 0" 67' - 0"
189' - 0" 117' - 0"
30' - 0" 29' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 10' - 0" 10' - 0"
26' - 0" 26' - 0" 25' - 0" 27' - 2" 2' - 0"
20' - 0" 26' - 0" 26' - 0" 25' - 9" 26' - 3" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 27' - 0" 27' - 0" 54' - 0"488' - 0"
560' - 0"
23' - 0" 29' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 7' - 0" 30' - 0" 27' - 2" 2' - 0" 10"
18' - 0"
52' - 0" 60' - 0" 60' - 0" 60' - 0"
218
206 209 210
216 215 213 214
222
98 187 182 181 180 179 178 177 176
185
175 174 173 172 171 170 169 168
183
167 166 165 163 162 161 160 159
184
158 157 149
96 45' - 2" 2' - 0"
201
R
2000 SF
OFFICE
2000 SF MEZZ
2000 SF
OFFICE
2000 SF MEZZ
1500 SF
POTENTIAL
OFFICE
1500 SF
POTENTIAL
OFFICE
2 A2_2
78 QST
2' - 7" 3' - 0" 5' - 9" 12' - 0"
3' - 3"
2' - 3" 9' - 0" 4' - 0" 9' - 0" 4' - 0"3' - 0"3' - 0"4' - 0"3' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 4' - 0" 9' - 0" 3' - 0"4' - 0" 3' - 0" 3' - 0"
23' - 0" 29' - 0"
96 149 157 158
184
159 160
59' - 0"
401
161 162 163 165 166 167
183
R
52' - 0" 52' - 0" 52' - 0"
NORTH
PROJECT
10/30/2025 4:38:21 PM
5TH PLANNING SUBMITTAL
A22-2164
SANTEE, CA
09.04.2025
A2_2
BUILDING 2
OVERALL PLAN PALISADE SANTEE COMMERCE CENTER PROJECT
10/30/2025 4:38:21 PM
5TH PLANNING SUBMITTAL
A22-2164
SANTEE, CA
09.04.2025
A2_2
BUILDING 2
OVERALL PLAN PALISADE SANTEE COMMERCE CENTER
KEYNOTES
FLOOR PLAN LEGEND
FLOOR PLAN GENERAL NOTES
FLOOR SLAB GENERAL NOTES
201 STRUCTURAL BUILDING COLUMN
401 PAINTED CONCRETE TILT-UP WALL PANEL
1" = 30'-0"
1 PROPOSED BUILDING 2 FLOOR PLAN
1" = 10'-0"
2 PROPOSED BUILDING FLOOR PLAN - ENLARGED DOCK DOOR PLAN B
FINISH FLOOR
0"
MEZZANINE
15' - 0"
KJ I HGFEDCBA
50'-0" MAX HEIGHT
FINISH FLOOR
0"
MEZZANINE
15' - 0"
123456
50'-0" MAX HEIGHT.
FINISH FLOOR
0"
MEZZANINE
15' - 0"
ABCDEFGH I JK
50'-0" MAX HEIGHT
FINISH FLOOR
0"
MEZZANINE
15' - 0"
654321
404 402
50'-0" MAX HEIGHT
NOTES:
1. ALL IMPERFECTIONS ON THE SURFACE OF THE CONCRETE
WALL PANELS SHALL BE PATCHED / SACKED / SANDED
SMOOTH PRIOR TO PAINTING REGARDLESS IF COVERED BY
SPANDREL GLAZING.
2. ALL INTERIOR AND EXTERIOR FABRICATED STEEL SHALL BE
SHOP PRIMED WITH A GRAY, RUST INHIBITIVE PRIMER
PRIOR TO DELIVERY TO THE JOB SITE. ANY AND ALL
DAMAGE TO THE PRIMER COAT SHALL BE TOUCHED UP
PRIOR TO ADDITIONAL FINAL COLOR PAINTING OR
COMPLETION OF THE PROJECT.
3. PAINT MAN DOORS, STAIR & RAMP GUARD WALLS, GUARD
RAILS, DOWN SPOUTS, LOUVERS, & ROOF LEVEL WALL
PANEL RETURNS TO MATCH ADJACENT BUILDING WALL
COLOR, U.O.N.
4. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO MATCH
ADJACENT WALL COLOR.
5. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO
PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL
IMPEDE THE PRIMER COAT FROM ADHERING TO THE
WALLS.
6. PAINT EXTERIOR WALLS w/ 1- COAT SPRAYED AND BACK
ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON
FLAT FINISH IN THE FINAL WALL COLOR. FINISHED JOB
SHALL BE SMOOTH AND FREE OF LAPPING AND OR
STREAKING, REGARDLESS OF THE COLOR.
7. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL
PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1.
8. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE
COLOR OF THE TRELLIS.
9. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR
BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE
OR BELOW THE BROW TO MATCH THE BROW COLOR.
10. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACENT
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
11. U.O.N., PAINT THE SIDE OPPOSITE THE SIDE SHOWN OF
SCREEN WALLS THE SAME COLOR AS THE SIDE SHOWN. IF
THERE ARE TWO COLORS SHOWN, USE THE BASE COLOR.
12. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
13. PAINT COLOR FOR EXPOSED STEEL BROW & CANOPY
FRAMING, WALL BEHIND OPEN TRELLIS (KEY NOTE 428, OR
429) WHEN OCCURS & TRASH ENCLOSURE METAL ROOF,
ROOF BEAMS, & SUPPORT COLUMNS TO MATCH
STOREFRONT FRAMING.
14. REFER TO DIGITAL COPY OF PLANS FOR RENDERING AND
ELEVATION IN COLOR. HARDCOPY PLANS WILL SHOW
BLACK AND WHITE ONLY. A
WHITE EXTERIOR PAINT COLOR:
SW 7005 PURE WHITE
B
LIGHT GRAY EXTERIOR PAINT COLOR:
SW 6233 SAMOVAR SILVER
C
MEDIUM GRAY EXTERIOR PAINT COLOR:
SW 9152 LET IT RAIN
E METAL PANEL DRI-DESIGN
D
STOREFRONT GLAZING COLOR
EXTERIOR LAYER: MEDIUM PERFORMANCE
BLUE REFLECTIVE GLAZING
F
CHARCOAL ANODIZED METAL
EYEBROW/CANOPY
NOTES:
1. FOR GLASS AND MULLION COLORS, SEE EXTERIOR
COLORS, LEGEND & NOTES, THIS SHEET.
2. PROVIDE TEMPERED GLASS @ ALL LOCATIONS.
3. @ SPANDREL SYSTEM GLAZING IN FRONT OF CONCRETE
WALL PANELS, PROVIDE 1" DIA. VENTILLATION HOLES IN
THE CONCRETE A MAX OF 5'-0" O.C. CONTRACTOR TO
PROVIDE A SMOOTH FINISH ON THE GLASS FACING
CONCRETE SURFACES AND TO PAINT THEM & ALL
STOREFRONT FRAMES AND CLIPS BEHIND THE GLASS
BLACK.
4. @ SPANDREL SYSTEM GLAZING NOT IN FRONT OF A
CONCRETE WALL PANEL, PROVIDE TENCATE MIRAFI 140N
FILTER FABRIC SHADE CLOTH.
STOREFRONT FRAMING:
U.O.N @ VISION SYSTEM, MIN 2"x4 1/2" OFFSET
SYSTEM. U.O.N. @ SPANDREL SYSTEM, 2"x1 3/4"
OFFSET SYSTEM. STOREFRONT SYSTEM TO BE
DESIGN BUILD BY THE GENERAL CONTRACTOR.
DESIGN SHALL COMPLY WITH ALL RELEVANT CODE
& WIND LOADING REQUIREMENTS.
VISION SYSTEM GLAZING:
FOR EXTERIOR VISION GLAZING USE 1" INSULATED
GLASS CONSISTING OF AN OUTER LAYER OF 1/4"
VISTACOOL AND AN INNER LAYER OF 1/4"
SOLARBAN 60. FOR INTERIOR GLAZING USE 1/2"
CLEAR GLASS.
SPANDREL SYSTEM GLAZING:
FOR EXTERIOR SPANDREL GLAZING USE 1/4"
GLASS TO MATCH EXTERIOR GLASS COLOR ON
COLOR LEGEND. IF SPANDREL COATING IS NOT
SPECIFIED, PROVIDE PHYSICAL SAMPLES FOR
ARCHITECT'S APPROVAL.
PROJECT
10/30/2025 4:34:32 PM
5TH PLANNING SUBMITTAL
09.04.2025
SANTEE, CA
A4_1
BUILDING 1
EXTERIOR
ELEVATIONS
PALISADE SANTEE COMMERCE CENTER
1" = 20'-0"
1 BUILDING 1 EAST ELEVATION
1" = 20'-0"
2 BUILDING 1 SOUTH ELEVATION
1" = 20'-0"
3 BUILDING 1 WEST ELEVATION
1" = 20'-0"
4 BUILDING 1 NORTH ELEVATION
KEYNOTES
GLAZING LEGEND & NOTES
EXTERIOR WALL COLOR LEGEND & NOTES
402 WALL REVEAL
404 PANEL JOINT
FINISH FLOOR
0"
MEZZANINE
15' - 0"
VRTSQPONMLK
50'-0" MAX HEIGHT
FINISH FLOOR
0"
MEZZANINE
15' - 0"
12 11 10987
50'-0" MAX HEIGHT
FINISH FLOOR
0"
MEZZANINE
15' - 0"
LMNOPQSTRV
50'-0" MAX HEIGHT
FINISH FLOOR
0"
MEZZANINE
15' - 0"
789 10 11 12
404 402
50'-0" MAX HEIGHT.
NOTES:
1. ALL IMPERFECTIONS ON THE SURFACE OF THE CONCRETE
WALL PANELS SHALL BE PATCHED / SACKED / SANDED
SMOOTH PRIOR TO PAINTING REGARDLESS IF COVERED BY
SPANDREL GLAZING.
2. ALL INTERIOR AND EXTERIOR FABRICATED STEEL SHALL BE
SHOP PRIMED WITH A GRAY, RUST INHIBITIVE PRIMER
PRIOR TO DELIVERY TO THE JOB SITE. ANY AND ALL
DAMAGE TO THE PRIMER COAT SHALL BE TOUCHED UP
PRIOR TO ADDITIONAL FINAL COLOR PAINTING OR
COMPLETION OF THE PROJECT.
3. PAINT MAN DOORS, STAIR & RAMP GUARD WALLS, GUARD
RAILS, DOWN SPOUTS, LOUVERS, & ROOF LEVEL WALL
PANEL RETURNS TO MATCH ADJACENT BUILDING WALL
COLOR, U.O.N.
4. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO MATCH
ADJACENT WALL COLOR.
5. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO
PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL
IMPEDE THE PRIMER COAT FROM ADHERING TO THE
WALLS.
6. PAINT EXTERIOR WALLS w/ 1- COAT SPRAYED AND BACK
ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON
FLAT FINISH IN THE FINAL WALL COLOR. FINISHED JOB
SHALL BE SMOOTH AND FREE OF LAPPING AND OR
STREAKING, REGARDLESS OF THE COLOR.
7. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL
PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1.
8. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE
COLOR OF THE TRELLIS.
9. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR
BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE
OR BELOW THE BROW TO MATCH THE BROW COLOR.
10. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACENT
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
11. U.O.N., PAINT THE SIDE OPPOSITE THE SIDE SHOWN OF
SCREEN WALLS THE SAME COLOR AS THE SIDE SHOWN. IF
THERE ARE TWO COLORS SHOWN, USE THE BASE COLOR.
12. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
13. PAINT COLOR FOR EXPOSED STEEL BROW & CANOPY
FRAMING, WALL BEHIND OPEN TRELLIS (KEY NOTE 428, OR
429) WHEN OCCURS & TRASH ENCLOSURE METAL ROOF,
ROOF BEAMS, & SUPPORT COLUMNS TO MATCH
STOREFRONT FRAMING.
14. REFER TO DIGITAL COPY OF PLANS FOR RENDERING AND
ELEVATION IN COLOR. HARDCOPY PLANS WILL SHOW
BLACK AND WHITE ONLY. A
WHITE EXTERIOR PAINT COLOR:
SW 6995 SUPER WHITE
B
LIGHT GRAY EXTERIOR PAINT COLOR:
SW 7666 FLEUR DE SEL
C
MEDIUM GRAY EXTERIOR PAINT COLOR:
SW 7674 PEPPERCORN
E METAL PANEL DRI-DESIGN
D
STOREFRONT GLAZING COLOR
EXTERIOR LAYER: MEDIUM PERFORMANCE
BLUE REFLECTIVE GLAZING
F
CHARCOAL ANODIZED METAL
EYEBROW/CANOPY
NOTES:
1. FOR GLASS AND MULLION COLORS, SEE EXTERIOR
COLORS, LEGEND & NOTES, THIS SHEET.
2. PROVIDE TEMPERED GLASS @ ALL LOCATIONS.
3. @ SPANDREL SYSTEM GLAZING IN FRONT OF CONCRETE
WALL PANELS, PROVIDE 1" DIA. VENTILLATION HOLES IN
THE CONCRETE A MAX OF 5'-0" O.C. CONTRACTOR TO
PROVIDE A SMOOTH FINISH ON THE GLASS FACING
CONCRETE SURFACES AND TO PAINT THEM & ALL
STOREFRONT FRAMES AND CLIPS BEHIND THE GLASS
BLACK.
4. @ SPANDREL SYSTEM GLAZING NOT IN FRONT OF A
CONCRETE WALL PANEL, PROVIDE TENCATE MIRAFI 140N
FILTER FABRIC SHADE CLOTH.
STOREFRONT FRAMING:
U.O.N @ VISION SYSTEM, MIN 2"x4 1/2" OFFSET
SYSTEM. U.O.N. @ SPANDREL SYSTEM, 2"x1 3/4"
OFFSET SYSTEM. STOREFRONT SYSTEM TO BE
DESIGN BUILD BY THE GENERAL CONTRACTOR.
DESIGN SHALL COMPLY WITH ALL RELEVANT CODE
& WIND LOADING REQUIREMENTS.
VISION SYSTEM GLAZING:
FOR EXTERIOR VISION GLAZING USE 1" INSULATED
GLASS CONSISTING OF AN OUTER LAYER OF 1/4"
VISTACOOL AND AN INNER LAYER OF 1/4"
SOLARBAN 60. FOR INTERIOR GLAZING USE 1/2"
CLEAR GLASS.
SPANDREL SYSTEM GLAZING:
FOR EXTERIOR SPANDREL GLAZING USE 1/4"
GLASS TO MATCH EXTERIOR GLASS COLOR ON
COLOR LEGEND. IF SPANDREL COATING IS NOT
SPECIFIED, PROVIDE PHYSICAL SAMPLES FOR
ARCHITECT'S APPROVAL.
PROJECT
10/30/2025 4:38:33 PM
5TH PLANNING SUBMITTAL
A22-2164
SANTEE, CA
09.04.2025
A4_2
EXTERIOR
ELEVATIONS
PALISADE SANTEE COMMERCE CENTER
1" = 20'-0"
1 BUILDING 2 EAST ELEVATION
1" = 20'-0"
2 BUILDING 2 NORTH ELEVATION
1" = 20'-0"
3 BUILDING 2 WEST ELEVATION
1" = 20'-0"
4 BUILDING 2 SOUTH ELEVATION
KEYNOTES
GLAZING LEGEND & NOTES
EXTERIOR WALL COLOR LEGEND & NOTES
402 WALL REVEAL
404 PANEL JOINT
NORTH
PROJECT
10/30/2025 4:38:35 PM
5TH PLANNING SUBMITTAL
A22-2164
SANTEE, CA
09.04.2025
A5
COLOR BOARD PALISADE SANTEE COMMERCE CENTER
2" SQ STEEL
HORIZONTAL
1" SQ STEEL VERTICALS
@ 6" O.C. TYP.
4" SQ STEEL POSTS @ 8'-0"
O.C. MAX
CAP. MATCH FENCE
COLOR, TYP
2" SQ STEEL
HORIZONTAL
CONCRETE FOOTING 1"
ABOVE ADJACENT GRADE.
SLOPE TOP AWAY FROM
POST
SEE SITE PLAN
MAX
4".
6" 6"
NOTES:
1. MEMBER SIZES SHOWN ARE MINIMUM. ENTIRE FENCE ASSEMBLY TO BE DESIGN BUILD. MUST BE DESIGNED TO LOCAL JURISDICTION WIND LOADING REQUIREMENTS
2. ALL STEEL FENCE MATERIALS TO BE PRE GALVANIZED AND POWDER COATED BLACK
1' - 6" CENTERED ON GATE TRACK
2'-0".
SITE PAVING PER PLAN
2 x 2 x1/4 CONT STEEL ANGLE
TRACK w/ 5/8" x 6" STUD
ANCHORS @ 24" O.C. ADD
ADDITIONAL ANGLE TRACK
AND WIDEN FOOTING @
TELESCOPING GATES.
CONFIRM REQUIREMENTS w/
GATE FABRICATOR.
CONT CONCRETE FTNG w/ 6"
WIDE x DEPTH OF GATE
TRACK ANGLE RECESS
TOP RAIL
END POST
TRUSS ROD WHERE
REQUIRED
BOTTOM TENSION
WIRE
INTERMEDIATE POST.
SPACING / DESIGN
BUILD CONTRACTOR
FINISH GRADE OR
TOP OF PAVING
CONCRETE
FOOTING
SEE SITE PLAN
4" MAX
2" 9GA CHAIN LINK
FABRIC
NOTES:
1. ENTIRE FENCING ASSEMBLY TO BE DESIGN BUILD AND MUST BE DESIGNED TO LOCAL JURISDICTION WIND LOADING REQUIREMENTS.
2. ALL STEEL FENCE MATERIALS TO BE GALVANIZED U.N.O. ON SITE PLANS
FACE OF SCREEN WALL OR TUBE
STEEL FENCE. SEE SITE PLAN
ROLLER GUIDE ASSEMBLY
HSS SUPPORT FRAME WITH
FOOTING @ BOTT (NOT SHOWN)
& CONNECTION BACK TO
SCREEN WALL OR TUBE STEEL
FENCE @ TOP
ROLLING GATE
. .
MAINTAIN MIN 2 1/4" CLR BTWN
GATE FRAME AND SUPPORT
FRAME AND SCREEN WALL OR
TUBE STEEL FENCE
ADJACENT PAVING OR
LANDSCAPING. SEE SITE PLAN
12 AD1.1
GATE
TRACK
SEE SITE PLAN
NOTES:
1. ENTIRE GATE
SUPPORT FRAME
ASSEMBLY TO BE
DESIGN BUILD. MUST
BE DESIGNED TO
LOCAL JURISDICTION
WIND LOADING
REQUIREMENTS
2. GATE FRAME
SUPPORT ASSEMBLY
TO BE PAINTED TO
MATCH GATE
ROLLING GATE
1" SQUARE HSS
PICKETS @ 6" O.C.
SELF ADJUSTING
WHEEL ASSEMBLY w/
ROLLER COVERS, 2
PER GATE LEAF
HSS GATE
FRAME
GATE ELEVATION
CONCRETE SCREEN
WALL OR TUBE STEEL
FENCING. SEE PLAN
SUPPORT BRACKET,
TYP. SEE 15/AD1.1
@ OPPOSING DBLE
GATES - RECEIVER
GUIDE MOUNTED TO
ONE GATE PANEL.
CROSS SECTIONAL
AREA OF EACH
LEADING EDGE TO
BE MIN 9 SQUARE
INCHES
GATE NOTES:
1. THE GATES SHALL BE DESIGNED, CONSTRUCTED, AND
INSTALLED TO BE EITHER MOTORIZED AT THE TIME OF
INSTALLATION (CONFIRM w/ OWNER OR BUILDING
DEPARTMENT) OR TO BE CAPABLE OF BEING MOTORIZED AT A
FUTURE DATE. GATES SHALL COMPLY w/ ALL RELEVANT
REQUIREMENTS OF ASTM F2200 (CBC 3110.3). OMIT
PERFORATED STEEL COVERING (NOTE 6 BELOW) IF NOT
REQUIRED BY PLANNING AND IF OPERATORS ARE NOT BEING
INSTALLED AS PART OF THIS SCOPE. IF OPERATORS ARE
BEING INSTALLED THEY MUST COMPLY WITH UL 325
2. GATE ASSEMBLY TO BE FULLY WELDED & PREFINISHED,
COLOR BY ARCHITECT.
3. ENTIRE GATE ASSEMBLY TO BE DESIGN BUILD . MUST BE
DESIGNED TO LOCAL JURISDICTION WIND LOADING
REQUIREMENTS.
4. TOP OF GATE TO BE LEVEL IN CLOSED POSITION. SLOPE
BOTTOM AS REQUIRED.
5. PROVIDE CONT CONCRETE FOOTING WITH STEEL ANGLE
GATE TRACK. SEE 12/AD1.1
6. PROVIDE PAINTED 65% OPEN PERFORATED STEEL
COVERING OVER ENTIRE GATE.
7. GATES SHALL BE DESIGNED TO NOT BE MOVEABLE WHEN
DISCONNECTED FROM THE CURRENT OR FUTURE OPERATOR.
8. POSITIVE STOPS SHALL BE INSTALLED ON TOP OF GATE FOR BOTH FULLY OPEN AND FULLY CLOSED POSITIONS.
9. @ SINGLE OR TELESCOPING GATES, RECEIVER GUIDES
LESS THAN 8' ABOVE GRADE TO BE RECESSED BEHIND GATE
POSTS.
10. VEHICULAR GATES IF MOTORIZED SHALL HAVE A MINIMUM
OF TWO (2) EASILY VISIBLE WARNING SIGNS INSTALLED ON
EACH SIDE OF THE GATE MEETING WITH ANSI Z535. LAYOUT
TO COMPLY WITH UL 325 (CBC 3110.4)
11. GATES SHALL BE DESIGNED, CONSTRUCTED, AND
INSTALLED SUCH THAT THEIR MOVEMENT SHALL NOT BE
INITIATED BY GRAVITY WHEN DISCONNECTED FROM AN
AUTOMATIC OPERATOR & SHALL NOT FALL OVER MORE THAN
45 DEGREES FROM THE VERTICAL PLANE WHEN DETACHED
FROM SUPPORTING HARDWARE.
8" 4' - 0"
SUPPORT
BRACKET, TYP. SEE
15/AD1.1
GATE PLAN
12". SEE SITE PLAN FOR OPENING 12". 4'-0". 8"
SEE SITE PLAN
1' - 0"
1' - 0"
@ HANDRAIL - ALL MEMBERS TO BE PAINTED 1 1/2" STD PIPE.
ALL RADII SHOWN AT BENDS TO BE 3" OUTSIDE. PROVIDE
VERTICAL POSTS AT EA END AS SHOWN AND INTERMEDIATE
POSTS AS REQUIRED. INTERMEDIATE POSTS TO BE SPACED
EVENLY, MAX 4'-0" O.C. @ VERTICAL POSTS, DRILL HOLE @
CENTERLINE OF CURB, 1" LARGER THAN RAIL POST, 6" DEEP
AND INSERT POST. FILL w/ NON SHRINK GROUT. F'c 3500 PSI MIN
RAMP/SIDEWALK
SECTION PER
1/AD1.0 (OR
STRUCTURAL @
SOME CONDITIONS,
SEE PLAN)
1' - 3" 6" 6" 1'-3".
6" HIGH x 8" WIDE
CONT CONC CURB
POURED
MONOLITHICALLY w/
RAMP w/ (2) #4 BARS
CONT.
38" MAX
34" MIN
1/2". 1' - 0 3/256"
1".
MIN MIN
1" 3" MIN
STOREFRONT /PLAN
ROD & CAULK o/
COMPRESSIBLE MATERIAL
CONCRETE MOW STRIP.
SLOPE AWAY FROM
BUILDING @ 2%. EXTEND
12" BEYOND EA END OF
THE STOREFRONT. OMIT
WHERE THE SILL IS
MORE THAN 3' ABOVE
ADJACENT GRADE.
COMPACTED SUB
GRADE PER SOILS
REPORT
3/8" x 10" SQ STEEL BASE PL
6" Ø STANDARD STEEL PIPE SCHEDULE
40 PAINTED SAFETY YELLOW, FILLED w/
CONCRETE w/ ROUNDED TOP
18" DIA
6" 4'-0". 4'-0" U.O.N.
SLOPE TOP OF CONCRETE 1/2"
AWAY FROM POST. @ EXT.
CONDITIONS ONLY
T.O.PAVING @ EXTERIOR
CONDITIONS. T.O.SLAB @ INTERIOR
CONDITIONS
CONCRETE FOOTING
NOTES: 1/4"
1. PIPE FILLER AND FOOTING
CONCRETE TO BE 3000PSI w/
3/8" AGGREGATE
PLAN VIEW
SECTION
2' - 6"
6".
MIN
12". 4' - 0"
MIN
6".
5" MIN
6" MAX
FACE OF BUILDING, SITE
WALL, OR CURB
CENTER OF STALL
STRIPING
PRECAST CONCRETE
WHEEL STOP. MAY
OCCUR ON OPP SIDE OF
STALL. SEE SITE PLAN
3/4" DIA x 24" G.I. PIPE
STAKE
PRECAST
CONCRETE WHEEL
STOP
T.O.PAVING
3/4" DIA x 24" G.I.
PIPE STAKE
18 AD1.1
CONCRETE SCREEN WALL
ROLLING GATE
ASSEMBLY. SEE 13/AD1.1
TYP EA SIDE OF RAMP,
HANDRAIL MOUNTED ON
CONT CONCRETE CURB.
SEE 1/AD1.1
DRIVE-THRU RAMP.
SEE STRUCTURAL
FOR
REQUIREMENTS
SEE PLAN SEE PLAN
SITE
PAVING/
PLAN
ACCESSIBLE
PEDESTRIAN RAMP
6" 5' - 6"
MIN L3x3x1/4 FRAME
TRASH ENCLOSURE WALL
(STEEL POST @ SOME
CONDITIONS. SEE PLAN)
HEAVY DUTY BUTT HINGE.
MIN 3 PER GATE. SEE
11/AD1.1
1 1/2" x 22GA STEEL DECK
DIAGONAL BRACE ON BACK
SIDE OF GATE
TOP OF CONCRETE PAVING
SLIDE BOLT
NOTES:
1. ENTIRE GATE ASSEMBLY TO BE DESIGN BUILD . MUST BE DESIGNED
TO LOCAL JURISDICTION WIND LOADING REQUIREMENTS
2. ENTIRE GATE ASSEMBLY TO BE PAINTED. COLOR BY ARCHITECT.
SEE TRASH ENCLOSURE PLANS
3/4" DIA CANE BOLT w/ STEEL
SLEEVE INTO CONRETE
SLAB
STEEL L JAMB CAST INTO WALL.
SEE STRUCTURAL
HEAVY DUTY BUTT HINGE
STEEL DECKING
STEEL L GATE FRAME
DIAGONAL BRACING
TRASH ENCLOSURE WALL
SEESEE PLAN6"
PLAN
AD1.1
9 CONCRETE SCREEN WALL PANEL
HEIGHT OF GATE HSS 2"x4" JAMB EA SIDE
FASTENED TO CONCRETE WALL PANEL
TUBE STEEL GATE. HSS 2"x2" TOP &
SIDES & HSS 2"x4" BOTTOM FRAME w/
HSS 1"x1" PICKETS @ 6" O.C. PROVIDE
HINGES AS REQUIRED. GATE TO
PROVIDE MIN 32" CLR OPNG WHEN OPEN
90 DEGREES
NOTES:
1. ENTIRE GATE ASSEMBLY TO BE DESIGN
BUILD. MUST BE DESIGNED TO LOCAL
JURISDICTION WIND LOADING
REQUIREMENTS.
2. ENTIRE GATE ASSEMBLY TO BE
PAINTED. COLOR BY ARCHITECT.
3. PROVIDE KNOX BOX PER FIRE
DEPARTMENT REQUIREMENTS.
4. WHEN GATE IS ADJACENT TO
VEHICULAR GATES PROVIDE PAINTED
PERFORATED STEEL COVERING TO
MATCH.
GATE HARDWARE - GROUP 22 ON SHT
A8.0. HARDWARE SCHEDULE. MUST
COMPLY WITH THE DOOR NOTES ON
SHT A8.0.
FINISHED SURFACE
UNINTERRUPTED
10" SMOOTH &
SEE PLAN
34" MIN, 44" MAX
MOUNTING PLATE
EQ EQ
SEE PLAN
CONCRETE SCREEN
WALL PANEL
HSS 2"x4" JAMB EA SIDE OF
GATE FASTENED TO
CONCRETE SCREEN WALL
PANEL. TUBE STEEL
FENCE POST @ TUBE
STEEL FENCE CONDITION
STEEL HINGE
HSS 2"x2" GATE FRAME
HSS 1"x1" PICKET
18 AD1.1
BUILDING WALL
WALL MOUNTED
HANDRAIL. SEE 16/AD.1
ACCESSIBLE
PEDESTRIAN RAMP.
DRIVE-THRU RAMP.
SEE STRUCTURAL
FOR
REQUIREMENTS
HANDRAIL MOUNTED
ON CONT CONCRETE
CURB. SEE 1/AD1.1
BUILDING SLAB
SEE PLAN
PROVIDE 1/2" GAP. FILL w/
COMPRESSIBLE MATERIAL. ROD
& CAULK ON TOP
SIM
MIN
8"
MIN
6"
8" 8"
12" MIN
6" MIN
6" MIN
8"
6"
.
HANDRAIL. SEE 1/AD1.1
(2) #4 CONT.
PEDESTRIAN RAMP.
SEE 1/AD1.0 FOR
REQUIREMENTS
ALIGN TO THE
DEEPEST OF THE
TWO
TOP OF PAVING/PLAN
FINISH GRADE
TRUCK RAMP. SEE
STRUCTURAL FOR
REQUIREMENTS
6" MIN ABOVE
THE HIGHEST
ADJACENT
RAMP
HSS GATE FRAME w/ HEAVY
DUTY HINGES
HSS 1x1 PICKETS @ 6" O.C.
HSS GATE POST W/ ANGLE CLIPS TO
SCREEN WALL (WHERE OCCURS) &
EMBEDDED IN CONCRETE FOOTING.
SEE DETAIL ABOVE
SCREEN WALL WHERE
OCCURS
DIAGONAL BRACE ON BACK SIDE
OF GATE
6" MAX CLEARANCE
3/4" DIA CANE BOLTS IN STEEL SLEEVES.
OMIT IF GATE BEING MOTORIZED AS
PART OF THIS SCOPE
.
GATE NOTES:
1. THE GATES SHALL BE DESIGNED, CONSTRUCTED, AND
INSTALLED TO BE EITHER MOTORIZED AT THE TIME OF
INSTALLATION (CONFIRM w/ OWNER OR BUILDING
DEPARTMENT) OR TO BE CAPABLE OF BEING MOTORIZED AT A
FUTURE DATE. GATES SHALL COMPLY w/ ALL RELEVANT
REQUIREMENTS OF ASTM F2200 (CBC 3110.3). OMIT
PERFORATED STEEL COVERING (NOTE 6 BELOW) IF NOT
REQUIRED BY PLANNING AND IF OPERATORS ARE NOT BEING
INSTALLED AS PART OF THIS SCOPE. IF OPERATORS ARE
BEING INSTALLED THEY MUST COMPLY WITH UL 325
2. GATE ASSEMBLY TO BE FULLY WELDED & PREFINISHED,
COLOR BY ARCHITECT.
3. ENTIRE GATE ASSEMBLY TO BE DESIGN BUILD . MUST BE
DESIGNED TO LOCAL JURISDICTION WIND LOADING
REQUIREMENTS.
4. SLOPE BOTTOM OF GATE AS REQUIRED TO MAINTAIN MAX
CLEARANCE SHOWN.
5. PROVIDE PAINTED 65% OPEN PERFORATED STEEL
COVERING OVER ENTIRE GATE.
6. GATES SHALL BE DESIGNED TO NOT BE MOVEABLE WHEN
DISCONNECTED FROM THE CURRENT OR FUTURE OPERATOR.
7. VEHICULAR GATES IF MOTORIZED SHALL HAVE A MINIMUM
OF TWO (2) EASILY VISIBLE WARNING SIGNS INSTALLED ON
EACH SIDE OF THE GATE MEETING WITH ANSI Z535. LAYOUT
TO COMPLY WITH UL 325 (CBC 3110.4)
8. GATES SHALL BE DESIGNED, CONSTRUCTED, AND
INSTALLED SUCH THAT THEIR MOVEMENT SHALL NOT BE
INITIATED BY GRAVITY WHEN DISCONNECTED FROM AN
AUTOMATIC OPERATOR & SHALL NOT FALL OVER MORE THAN
45 DEGREES FROM THE VERTICAL PLANE WHEN DETACHED
FROM SUPPORTING HARDWARE.
9. THE GENERAL CONTRACTOR SHALL COORDINATE THE
REQUIRED FOOTING FOR THE GATE POST WITH ANY
ADJACENT SCREEN WALL OR PILASTER FOOTINGS.
SCREEN WALL WHERE OCCURS
GATE POST. ALIGN FACE w/
F.O. SCREEN WALL AS SHOWN
GATE HINGE. ALIGN w/ F.O.
GATE POST AS SHOWN
SWINGING GATE
?
?
STANDARD & EV
CAPABLE STALLS
EVCS STALLS
FACE OF BUILDING, SITE
1' - 6"
WALL, OR CURB.
EV
CHARGING
ONLY
PAINT THE TEXT SHOWN
BELOW IN THE SAME
COLOR AS THE STALL
STRIPING. ALIGN THE
LOWER EDGE OF THE
BOTTOM LINE OF TEXT
WITH THE END OF THE
STALL STRIPING SO THAT
IT IS VISABLE BENEATH A
PARKED VEHICLE.
PM CONFIRM SINGLE OR
HAIRPIN STRIPING AND
WIDTH OF STRIPES
MATCH STANDARD STALL
DIMENSIONS
MIN LEVEL 2 EV SUPPLY EQUIPMENT
(EVSE). CENTER ON STALL (OR
BETWEEN STALLS WHEN 2 STALLS
ARE SHARING). SEE SITE PLAN AND
ELCTRICAL DRAWINGS
PM CONFIRM
STALL
DIMENSIONS
AND ADD
COMPACT
STALL SIZE IF
APPLICABLE
PM CONFIRM IF YOU HAVE
STALL OVERHANG INTO
PLANTER & IF SO MODIFY
DETAIL
NOTE - ALL STALL
STRIPING AND TEXT TO
RECEIVE TWO COATS
OF PAINT.
12".
CLR.
PROVIDE FOR
FUTURE EVSE @ EV
CAPABLE STALLS.
SEE ELECTRICAL
DRAWINGS
PROVIDE EVCS STALL
SIGNAGE. SEE 6/A0.2.1
TUBULAR STEEL FENCING7 1/4" = 1'-0"
12 ROLLING GATE TRACK SCALE: N.T.S.
EXTERIOR CHAIN LINK FENCING6 1/4" = 1'-0"
15 ROLLING GATE SUPPORT 1/2" = 1'-0"
CHECKED BY:
H-A&D JOB NO:
DRAWING SCALE:
DRAWING INFO
MECHANICAL ENGINEER
PLUMBING ENGINEER
ELECTRICAL ENGINEER
STRUCTURAL ENGINEER
FIRE PROTECTION
PROJECT TEAM
GENERAL CONTRACTOR
PROJECT NAME
CLIENT
3800 EAST COAST HWY, STE. 6
CORONA DEL MAR, CA 92625
TEL. 714.389.2800
PROJECTADMIN@
HERDMAN-AD.COM
ISSUE DATE:
SHEET
AS NOTED
CIVIL ENGINEER
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF HERDMAN A+D AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH HERDMAN A+D. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF HERDMAN A+D PRIOR TO THE COMMENCEMENT OF ANY WORK.
DRAWN BY:
10/31/2025 10:02:23 AM
C:\Users\sage\Documents\A22-2164 NPP 10990 Woodside Ave Santee_sageC774U.rvt AD1.1
SITE DETAILS
Checker
A22-2164
SANTEE, CA
PALISADE
SANTEE
COMMERCE
CENTER
COMPANY NAME
COMPANY NAME
COMPANY NAME
COMPANY NAME
COMPANY NAME
COMPANY NAME
6TH PLANNING
SUBMITTAL10.31.25
NORTH
PALISADE
PARTNERS
COMPANY NAME
Approver
13 ROLLING GATE 1/4" = 1'-0" HANDRAIL @ ACCESSIBLE RAMP1 1/2" = 1'-0" CONCRETE MOW STRIP2 3" = 1'-0"
3/4" = 1'-0"
PIPE BOLLARD PROTECTION
POST
3 3/4" = 1'-0"
PRECAST CONCRETE WHEEL
STOP
5 1/2" = 1'-0" ACCESSIBLE RAMP @ ROLLING
GATE RECESS 16
10 TRASH ENCLOSURE GATE 1/2" = 1'-0"
11 GATE HINGE 3" = 1'-0"
SHOWN @ BI-PARTING GATES CONDITION. SIMILAR @ TELESCOPING GATES 1/2" = 1'-0"
PEDESTRIAN GATE @ SCREEN
WALL. SIM @ TUBE STEEL FENCE
8 PEDESTRIAN GATE HINGE9 3" = 1'-0"
1/2" = 1'-0" ACCESSIBLE RAMP @ BLDG
WALL 18 RAMP DETAIL 1" = 1'-0" 17
14 SWINGING GATES 1/4" = 1'-0"
ID DATE DESCRIPTION
1 Date 1 Revision 1
3/16" = 1'-0"
NON ACCESSIBLE PARKING
STALLS
4 NOT FOR CONSTRUCTION
NOT FOR CONSTRUCTION
NOT FOR CONSTRUCTION
T
NOT FOR CONSTRUCTION
DIVERSION MANHOLE DETAIL
27 PLAN VIEW
SECTION VIEW
10 10 10 10 11
6 10 10 10 10 11111111
3 5
2 12 10 10 10 10 11 11 10 10
6 8
6 10 10 10 10 10 10 10 101013
914 11111111 12
3 4
5 2 FC-1.0 SITE PHOTOMETRIC PLAN BUILDING 1 ELECTRICAL SITE PHOTOMETRIC PLAN BUILDING 1 1 N
PROJECT
1ST ENTITLEMENT SUBMITTAL A21-2204SANTEE, CA XX.XX.2022
PALISADE SANTEE COMMERCE CENTER KEY PLAN
A FC1.0 FC2.0 BUILDING 1
WHEATLANDS CT WHEATLANDS AVE
10 12 11 11 10 10
6 8 10 10 10 10 10 101013
914 12
3 4
5 2 12 10 10 10 10 11 11 10 10
6 8
6 10 10 10 10 10 10 10 101013
914 11111111 12
3 4
5 2 FC-2.0 SITE PHOTOMETRIC PLAN BUILDING 2
PROJECT
1ST ENTITLEMENT SUBMITTAL A21-2204SANTEE, CA XX.XX.2022 PALISADE SANTEE COMMERCE CENTER ELECTRICAL SITE PHOTOMETRIC PLAN BUILDING 2 1 N KEY PLAN
A FC1.0 FC2.0 BUILDING 2 WHEATLANDS AVE
N WOODSIDE AVE
ENLARGEMENT 'A', THIS SHEET E A D 5 1 2 1 1 3 5 5 4 6 P.L. P.L. P.L. P.L. 3 A' 'A
B' 'B 8 A SECTION 'B-B', SHEET L-2 SECTION 'A-A', SHEET L-2 F E 2 D D GROUND COVERS SYMBOL NAME WUCOLS ACHILLEA 'MOONSHINE', MOONSHINE YARROW 1 GAL. SIZE @ 24" O.C. L LANTANA CAMARA 'DWARF GOLD', DWARF LANTANA 1 GAL. SIZE @ 30" O.C. L STIPA PULCHRA, PURPLE NEEDGRASS 1 GAL. SIZE @ 24" O.C. M SALVIA CLEVLANDII, CLEVLAND SAGE 5 GAL. SIZE @ 48" O.C. L DIANELLA TASMANICA 'VARIEGATA', WHITE STRIPED TASMAN FLAX LILY 1 GAL. SIZE @ 24" O.C. M MYOPORUM PARVIFOLIUM, CREEPING MYOPORUM 1 GAL. SIZE @ 24" O.C. L CARISSA MACROCARPA 'GREEN CARPET', NATAL PLUM 1 GAL. SIZE @ 30" O.C. M ENCELIA CALIFORNIA, 5 GAL. SIZE @ 36" O.C. L AGAVE 'BLUE FLAME', BLUE FLAME AGAVE 5 GAL. SIZE @ 36" O.C. L LEYMUS C. 'CANYON PRINCE', CANYON PRINCE WILD RYE 1 GAL. SIZE @ 36" O.C. L DIETES BICOLOR, FORTNIGHT LILY1 GAL. SIZE @ 24" O.C. M VERBENA 'DE LA MINA', DE LA MINA VERBENA1 GAL. SIZE @ 24" O.C. L ASCLEPIAS SUBULATA, DESERT MILKWEED1 GAL. SIZE @ 30" O.C. L HESPERALOE PARVIFLORA, RED YUCCA 5 GAL. SIZE @ 30" O.C. L YUCCA ROSTRATA, YUCCA5 GAL. SIZE @ 36" O.C. L TREES SYMBOL TREE NAME QTY. WUCOLS PRUNUS CAROLINIANA 'COMPACTA', CAROLINA LAUREL CHERRY 15 GAL. SIZE 60 L FLOWERING ACCENT TREE AT BLDG AND PROJECT ENTRIES CERCIDIUM FLORIDUM, BLUE PALO VERDE 36" BOX SIZE. MULTI-TRUNK 3 L EVERGREEN PARKING LOT SHADE TREE QUERCUS ILEX, HOLLY OAK 24" BOX SIZE [SEE PLAN FOR LOCATION OF (3) 36" BOX SIZE] 30 - 24" 3 - 36" L EVERGREEN SCREEN TREE SALIX SPP., WILLOW 24" BOX SIZE 40 L CALIFORNIA NATIVE SCREEN TREE QUERCUS AGRIFOLIA, COAST LIVE OAK 24" BOX SIZE [SEE PLAN FOR LOCATION OF (14) 36" BOX SIZE] 7 - 24" 14 - 36" L VERTICAL GROWING TREE ADJACENT TO BUILDING TRISTANIA CONFERTA, BRISBANE BOX 15 GAL. SIZE 8 M VERTICAL GROWING TREE ADJACENT TO BUILDING GEIJERIA PARVIFLORA, AUSTRALIAN WILLOW 15 GAL. SIZE 56 L CALIFORNIA NATIVE TREE PLATANUS RACEMOSA, WESTERN SYCAMORE 15 GAL. SIZE 7 M PLANTING LEGEND SHRUBS - SHRUBS SHALL BE CHOSEN FROM THE FOLLOWING: SYMBOL NAME WUCOLS SAMBUCUS NIGRA, ELDERBERRY 5 GAL. SIZE L SENNA ARTEMISIODES, FEATHERY CASSIA 5 GAL. SIZE L LEUCOPHYLLUM FRUTESCENS, TEXAS RANGER 5 GAL. SIZE L OLEA 'LITTLE OLLIE', DWARF OLIVE 5 GAL. SIZE L LIGUSTRUM TEXANUM, TEXAS PRIVET 5 GAL. SIZE L HETEROMELES ARBUTIFOLIA, TOYON 5 GAL. SIZE L HETEROMELES ARBUTIFOLIA, TOYON 15 GAL. SIZE L NOTE: APPLY A 3" MIN. LAYER OF MULCH TOP DRESSING WITHIN ALL PLANTING AREAS. A SAMPLE IS REQUIRED PRIOR TO APPLICATION. ACCENT SUCCULENTS SYMBOL SHRUB NAME QTY. WUCOLS AGAVE WEBERII, WEBER'S AGAVE 15 GAL. SIZE 2 VL AGAVE 'MEDIOPICTA ALBA', VARIEGATED AGAVE 5 GAL. SIZE @ 30" O.C. 4 VL AGAVE PARRYI VAR. 'TRUNCATA', ARTICHOKE AGAVE 5 GAL. SIZE @ 30" O.C. 4 VL DESIGN KEY NOTES: 1. SCREEN SHRUBS ALONG PROPERTY LINE PER PLANTING LEGEND. 2. SCREEN TREES ALONG PROPERTY LINE PER PLANTING LEGEND. 3. PARKING LOT SHADE TREE WITHIN 30' OF EACH CAR PARKING STALL, PER COUNTY OF SAN DIEGO LANDSCAPE REQUIREMENTS. 4. FLOWERING ACCENT TREES AT FOCAL AREAS PER PLANTING LEGEND. 5. VERTICAL TREE AT BUILDING PER PLANTING LEGEND. 6. RIVER ADJACENT CALIFORNIA NATIVE TREES PER PLANTING LEGEND. 7. SUCCULENT PLANTING AREA IN DECOMPOSED GRANITE AT BUILDING ENTRY. 8. ENHANCED PAVING AT BUIDLING ENTRY. INTEGRAL COLORED CONCRETE WITH MEDIUM ETCH FINISH. REFERENCE NOTES: A. CONCRETE WALKWAY PER CIVIL PLANS. B. GATE PER ARCH. PLANS. C. TRASH ENCLOSURE PER ARCH. PLANS. D. BIKE RACK PER ARCH. PLANS. E. ELEC. TRANSFORMER PER ARCH. PLANS. F. EMPLOYEED BREAK PER ARCH. PLANS. DATE: 11/12/25 PALISADE SANTEE BUSINESS CENTER SANTEE, CA CONCEPTUAL LANDSCAPE PLAN SCALE: 1" = 40'-0" 0 40' 80' 120' NORTH L-1 THIS IS A CONCEPTUAL LANDSCAPE PLAN. IT IS BASED ON PRELIMINARY INFORMATION WHICH IS NOT FULLY VERIFIED AND MAY BE INCOMPLETE. IT IS MEANT AS A COMPARATIVE AID IN EXAMINING ALTERNATE DEVELOPMENT STRATEGIES AND ANY QUANTITIES INDICATED ARE SUBJECT TO REVISION AS MORE RELIABLE INFORMATION BECOMES AVAILABLE. CONCEPTUAL PLAN NOTE: LANDSCAPE CALCULATIONS TOTAL SQ. FOOTAGE OF LANDSCAPE AREAS = 38,761 SQ FT TOTAL PARKING AREA = 45,621 SQ FT TOTAL PARKING AREA LANDSCAPED = 15,879 SQ FT (35% OF TOTAL PARKING AREA) TOTAL TREE COUNT = 217 TREES WUCOLS PLANT FACTOR THIS PROJECT IS LOCATED IN 'WUCOLS' REGION '3-SOUTH COASTAL. H = HIGH WATER NEEDS M = MODERATE WATER NEEDS L = LOW WATER NEEDS VL= VERY LOW WATER NEEDS PROPOSED BUILDING WOODSIDE AVENUE NORTH SAN DIEGO RIVER ENLARGEMENT KEY NOTES: 1. INTEGRAL COLORED CONCRETE WITH MEDIUM ETCH FINISH 2. DECORATIVE ROCK MULCH OR DECOMPOSED GRANITE AT BUILDING ENTRY AREA 3. ACCENT SHRUBS AND SUCCULENTS AT DECORATIVE NON-ORGANIC MULCH AREA 4. BIKE RACK PER ARCH. 5. DROUGHT TOLERANT SHRUBS AND GROUND COVER (REGULAR PLANTING AREAS, GREEN NON DG) 2 ENLARGEMENT 'A' - SOUTH EAST BUILDING ENTRY SCALE: 1"=20' BUILDING (3) 36" BOX SIZE QUERCUS TREES (4) 36" BOX SIZE QUERCUS TREES PRECAST CONCRETE WALL PER ARCH. PLANS FINAL LOCATION OF SCREEN TREES SHALL BE COORDINATED TO AVOID ANY POTENTIAL CONFLICTS WITH WALL FOOTING, TYP. (4) 36" BOX SIZE QUERCUS TREES (6) 36" BOX SIZE QUERCUS TREES (2) 36" BOX SIZE QUERCUS TREES PROPOSED BUILDING 143 5 A'
'A
B' 'B BUILDING PROP. CURB PROP. CURB & GUTTER PROP. FENCEPROPERTY LINE 4' DEEPENED FOOTING TRANSITION PROP. AC PAVEMENT EXIST. WATER-WAY EXIST. WATER-WAY EXIST. FENCE 594'-0" 68'-0" 8'-0" 640'-5" EXIST. FENCE EXIST. WATER-WAY EXIST. WATER-WAY BUILDING PROPERTY LINE 24'-0" 61'-0" 27'-0" PROP GB PROP. CURB & GUTTER PROP. FENCE PROP. AC PAVEMENT PROP. CURB 1.88' DEEP PROP. FOOTING T WALK PALISADE SANTEE BUSINESS CENTER SANTEE, CA LANDSCAPE SECTIONS SCALE: 1" = 90'-0" 0 90' 180' 270' NORTH L-2 PROPOSED BUILDING WOODSIDE AVENUE NORTH SAN DIEGO RIVER SECTION 'A-A' SCALE: 1" = 20'-0" SECTION 'B-B' SCALE: 1" = 20'-0" DATE: 10/31/25 NORTH
PROJECT
10/31/2025 10:02:23 AM
A22-2164
SANTEE, CA
6TH PLANNING
SUBMITTAL10.31.25
R-1
RENDERING
PALISADE SANTEE COMMERCE CENTER
NORTH
PROJECT
10/31/2025 10:02:24 AM
A22-2164
SANTEE, CA
6TH PLANNING
SUBMITTAL10.31.25
R-2
RENDERING
PALISADE SANTEE COMMERCE CENTER
NORTH
PROJECT
10/31/2025 10:02:24 AM
A22-2164
SANTEE, CA
6TH PLANNING
SUBMITTAL10.31.25
R-3
RENDERING
PALISADE SANTEE COMMERCE CENTER
NORTH
PROJECT
10/31/2025 10:02:24 AM
A22-2164
SANTEE, CA
6TH PLANNING
SUBMITTAL10.31.25
R-4
RENDERING
PALISADE SANTEE COMMERCE CENTER
NORTH
PROJECT
10/31/2025 10:02:24 AM
A22-2164
SANTEE, CA
6TH PLANNING
SUBMITTAL10.31.25
R-5
RENDERING
PALISADE SANTEE COMMERCE CENTER