PALISADE SANTEE COMMERCE CENTER
10990 WOODSIDE AVE.
SANTEE, CA 92071
NORTH
PROJECT
2/23/2024 1:20:11 PM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
02.23.2024
A0
TITLE SHEET
PALISADE SANTEE COMMERCE CENTER
SRAC ON SRAC ON SRAC ON SRAC ON SRAC ON SRAC ON
NO CARS NO CARS NO CARS NO CARS NO CARS NO CARS
5' OFFSITE LINE
TOP OF SLOPE
LANDSCAPE AREA
CONCRETE PAVING WHEN OCCURS
@ PARKING AREAS, DRIVE AISLES,
& OR TRUCK COURT. SEE CIVIL
DRAWINGS FOR PAVING SECTIONS
STREET LIGHT
INDICATES AN ACCESSIBLE ROUTE.
MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6
PROPERTY LINE
DOCK HIGH DOOR
DRIVE THRU. DOOR
FIRE HYDRANT. PROVIDE PIPE
BOLLARD PROTECTION POSTS AS
REQUIRED BY THE FIRE AUTHORITY.
SEE 3/AD1.1
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 AMENDMENTS 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
DIMENSIONS 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 IDENTIFIED 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 w/
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
10. 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
11. ALL EXPOSED BIORETENSION DEVICE COVERINGS
SHALL BE PAINTED FOREST GREEN.
12. 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
13. PROVIDE A HOSE BIB NEAR THE MAIN ENTRANCE AND IN
THE TRASH ENCLOSURE. SEE PLAN FOR LOCATION.
5' - 6"
500' - 0"
390' - 0"
56' - 0" 56' - 0"
60' - 0"
21 DOCK-HI DOORS
BUILDING
300,145 S.F.
21 DOCK-HI DOORS
1 A1_1
3 A1_1
TRUCK COURT WIDTH
366' - 0"
138
60' - 0" 50' - 0" 50' - 0" 60' - 0" 49' - 7" 61' - 5"
23' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 28' - 0" 76' - 0" 19' - 0" 8' - 0" 112
10 111
111 111
111
111
111
111
111
111
111 111
111
111
111
24 12
39 8
3 5
10 10
10 10
6 10
13 8 39 16
2,500 S.F.
OFFICE
2,500 S.F.
MEZZ.
2,500 S.F.
OFFICE
2,500 S.F.
MEZZ.
ELECT.
ROOM
40' FIRE ACCESS LANE
30' FIRE ACCESS LANE
30' FIRE ACCESS LANE
30' FIRE ACCESS LANE
40' FIRE ACCESS LANE
40' FIRE ACCESS LANE
40' FIRE ACCESS LANE
19' - 0"
5' - 6"
30' - 0"
24' - 6" 30' - 0" 19' - 0" 5' - 6"
75' - 6" +/-
146
146
143
R 58' - 0"
109
R 58' - 0"
143
4 9
R 63' - 0"
N WOODSIDE AVE.
1 A1_2
149
149
135' - 0"
4 A1_1
138
SECURE TRUCK COURT
30' - 0"
5' - 6"
8' - 0" 19' - 0" 40' - 0" 19' - 0" 24' - 0"
143
143
137
138
138
FIRE
PUMP
ROOM
FIRE
RISER
ROOM
2 A1_1
2 A1_2
59' - 7" 49' - 5"
667' - 0"
NEIGHBOR'S FENCING
NEIGHBOR'S FENCING
138
135' - 0" +/-
146' - 0" +/-
157' - 0" +/-
138 NEIGHBOR'S FENCING
79' - 0"
149
149
R 28' - 0"
R 68' - 0"
SECONDARY
ACCESS GATE
WITH KNOX
ACCESS.
40' - 0"
30' - 0"
89' - 0"
24' - 6" 40' - 0" 24' - 6"
71' - 7" ±
5' - 6" 19' - 0" 115' - 6"
10' - 0" 19' - 0"
60' - 0"
110' - 0"
R 28' - 0"
R 28' - 0"
25' - 6" 46' - 1" ±
112
10 112
10 112
11 13 111
112
111
111
105
105
SECURE TRUCK COURT
138
134 130
130
134
130
150
130
130
130
130
130 150
30' - 0"
138
138
138
ADD BARBED WIRE TO
THIS FENCE SEGMENT
ADD BARBED WIRE TO
THIS FENCE SEGMENT
4' - 0"
7 111
145 135
13512x45 TRLR STL
12x45 TRLR STL12x45 TRLR STL12x45 TRLR STL
4 SETBACK
15' - 0"
SETBACK
15' - 0"
178
178
111
113
113
12x45 TRLR STL12x45 TRLR STL12x45 TRLR STL12x45 TRLR STL
LONG-TERM
BIKE STORAGE
LONG-TERM
BIKE STORAGE
17' - 0" 17' - 0"
6' - 0"
R 28' - 0"
6' - 6"
59' - 0"
5' - 8" ±
111
9 A1_1
NORTH
PROJECT
2/23/2024 1:20:14 PM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
02.23.2024
A1
SITE PLAN
PALISADE SANTEE COMMERCE CENTER
KEYNOTES
SQUARE FOOTAGE ACRES
587730 SF 13.49
SPACE TYPE SPACES REQUIRED
STANDARD STALLS 230
STANDARD ACCESSIBLE STALLS 6
VAN ACCESSIBLE STALLS 2
EV CAPABLE STALL (w/o EVSE) 45
EVCS (EV CAPABLE STALL w/
EVSE)
16 STANDARD ACCESSIBLE EVCS
(EV CAPABLE STALL w/ EVSE)
1 VAN ACCESSIBLE EVCS (EV
CAPABLE STALL w/ EVSE)
1 TOTAL 301
SPACE TYPE SPACES PROVIDED
STANDARD STALLS 230
STANDARD ACCESSIBLE STALLS 6
VAN ACCESSIBLE STALLS 2
EV CAPABLE STALL (w/o EVSE) 45
EVCS (EV CAPABLE STALL w/
EVSE)
16 STANDARD ACCESSIBLE EVCS
(EV CAPABLE STALL w/ EVSE)
1 VAN ACCESSIBLE EVCS (EV
CAPABLE STALL w/ EVSE)
1 TOTAL 301
NAME AREA
GROUND FLOOR
WAREHOUSE 290145 SF
OFFICE 2500 SF
OFFICE 2500 SF
295145 SF
MEZZANINE
OFFICE 5000 SF
5000 SF
GROUND LEVEL + MEZZANINE
WAREHOUSE 290145 SF
OFFICE 10000 SF
TOTAL BUILDING AREA 300145 SF
BUILDING USE BUILDING AREA PARKING RATIO 1/X REQ. PARKING OFFICE 10000 SF 1000 11
WAREHOUSE 290145 SF 1000 291
TOTAL: 4 300145 SF 302
SITE LEGEND
SITE PLAN GENERAL NOTES
SCOPE OF WORK
CONSTRUCT NEW ONE STORY + MEZZANINE CONCRETE TILTUP WAREHOUSE/DISTRIBUTION FACILITY WITH ELECTRICAL
AND PLUMBING SERVICES, EXTERIOR LIGHTING, LANDSCAPING
& IRRIGATION, TRASH ENCLOSURES, CONCRETE SCREEN
WALLS, AND SLIDING/SWINGING METAL GATES. 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 GATE & FENCE ELEVATION
A1_4 STRIPING & SIGNAGE PLAN
A2 GROUND LEVEL FLOOR PLANS
A4 EXTERIOR ELEVATIONS
A5 EXTERIOR ELEVATION COLOR BOARD
C1 CONCEPTUAL GRADING PLAN
C2 CONCEPTUAL UTILITY PLAN
L-1 CONCEPTUAL LANDSCAPE PLAN
L-2 LANDSCAPE SECTIONS
FC-1.0 SITE PHOTOMETRIC PLAN
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.
100 BAYVIEW CIRCLE SUITE 100
NEWPORT BEACH, CA 92660
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
300145 SF 587730 SF 100% 51.1%
105 CONCRETE PAVING.
109 (N) TRANSFORMER LOCATION.
111 TYP U.O.N., STANDARD PARKING STALL. 9'-0" WIDE x 19'-0" DEEP
112 EV (ELECTRIC VEHICLE) CAPABLE PARKING STALL.
PROVIDE FOR FUTURE EVSE (ELECTRIC VEHICLE SUPPLY
EQUIPMENT). MATCH STANDARD STALL SIZE
113 EVCS (ELECTRIC VEHICLE CHARGING STATION). PROVIDE
EVSE (ELECTRIC VEHICLE SUPPLY EQUIPMENT). MATCH
STANDARD STALL SIZE.
130 (N) FIRE HYDRANT.
134 FIRE DEPARTMENT CONNECTION (FDC).
135 PRE-CAST CONCRETE FENCE SUPPORTED BY METAL
POSTS FROM GREENFIELD FENCE. MIN HEIGHT 8'ABOVE
HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES
AND TOP OF WALL.
137 TUBE STEEL FENCE. MIN HEIGHT 8' ABOVE HIGHEST
ADJACENT FINISHED GRADE.
138 CHAIN LINK FENCE. MIN HEIGHT 8' ABOVE HIGHEST
ADJACENT FINISHED GRADE.
143 PAINTED STEEL ROLLING GATE(S). MIN HEIGHT 8' ABOVE
HIGHEST ADJACENT FINISHED GRADE OR AS SHOWN ON
EXTERIOR ELEVATIONS. PROVIDE KNOX BOX AS REQUIRED
BY FIRE AUTHORITY.
145 PAINTED STEEL SWINGING PEDESTRIAN GATE. WHEN
OCCURS IN TUBE STEEL FENCE, ALIGN TOP w/ FENCE
HEIGHT. WHEN OCCURS IN CONCRETE SCREEN WALL,
U.O.N., ALIGN TOP w/ SCREEN WALL. PROVIDE KNOX BOX
AS REQUIRED BY FIRE AUTHORITY.
146 2 POSITION BIKE RACK.
149 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.
150 STEEL PIPE BOLLARD PROTECTION POST.
178 OUTDOOR EMPLOYEE BREAK AREA.
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-l (NERAL 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 PER TABLE 506.2
PROJECT INFORMATION & AREA ANALYSIS
1" = 40'-0" 1
PROPOSED SITE PLAN
* SEE LANDSCAPE PLAN
R-1 RENDERING
R-2 RENDERING
R-3 RENDERING
R-4 RENDERING
R-5 RENDERING
R-6 RENDERING
BUILDING
300,145 S.F.
111
2,500 S.F.
OFFICE
2,500 S.F.
MEZZ.
40' FIRE ACCESS LANE 30' FIRE ACCESS LANE
30' FIRE ACCESS LANE
30' FIRE ACCESS LANE
40' FIRE ACCESS LANE
40' FIRE ACCESS LANE
40' FIRE ACCESS LANE N WOODSIDE AVE.
SECURE TRUCK COURT
2,500 S.F.
OFFICE
2,500 S.F.
MEZZ.
P
R
E
-
CAS
T
C
O
N
C
R
E
T
E
F
E
N
C
E
NORTH
PROJECT
2/23/2024 1:20:17 PM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
02.23.2024
A1_0
SITE
UTILIZATION
MAP
PALISADE SANTEE COMMERCE CENTER
1" = 80'-0"
1 PROPOSED SITE PLAN GOOGLE EXHIBIT
LANDSCAPE AREA
CONCRETE PAVING WHEN OCCURS
@ PARKING AREAS, DRIVE AISLES,
& OR TRUCK COURT. SEE CIVIL
DRAWINGS FOR PAVING SECTIONS
STREET LIGHT
INDICATES AN ACCESSIBLE ROUTE.
MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6
PROPERTY LINE
DOCK HIGH DOOR
DRIVE THRU. DOOR
FIRE HYDRANT. PROVIDE PIPE
BOLLARD PROTECTION POSTS AS
REQUIRED BY THE FIRE AUTHORITY.
SEE 3/AD1.1
EXTERIOR PAINT
COLOR: SW 6995 SUPERWHITE
EXTERIOR PAINT
COLOR: SW 7666 FLEUR DEL SEL
EXTERIOR PAINT
COLOR: SW 7674 PEPPERCORN
STOREFRONT MEDIUM PERFORMANCE
BLUE REFLECTED GLAZING BLACK
ANODIZED MULLION
METAL PANEL
BLACK ANODIZED METAL
CANOPY / BROW
A
B
C
D
E
F
NOTES:
1. 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.
2. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO BE X
INTERIOR SIDE TO BE PRE-FINISHED WITH
MANUFACTURER'S LIGHT GRAY.
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. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR
BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE
OR BELOW THE BROW TO MATCH THE BROW COLOR.
8. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACENT
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
9. 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.
10. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.
2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT
AND ALL AMENDMENTS 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
DIMENSIONS 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 IDENTIFIED 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 w/
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
10. 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
11. ALL EXPOSED BIORETENSION DEVICE COVERINGS
SHALL BE PAINTED FOREST GREEN.
12. 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
13. PROVIDE A HOSE BIB NEAR THE MAIN ENTRANCE AND IN
THE TRASH ENCLOSURE. SEE PLAN FOR LOCATION.
A
12 13 14
117 115 115 115 116
121
111 111
110 110 110
121
123 19' - 0"
4' - 0"
178
146
123
120
163
130
14 H
J
K
116
115
115
115
118
121
173
110
110
110
123
19' - 0"
4' - 0"
5' - 0"
146
178
5' - 6"
172
142
135
3' - 0"
120
A1_1
5 A1_1 8
A1_1
7 6 A1_1
18' - 0"
15' - 0" 6' - 2"
8' - 8"
5' - 0"
141
150
172
142
A
A
B B
OPEN
BEYOND
150
172
141
1' - 11" 3' - 0"
A
B
2' - 6"
6" 8 EQ SPACES 6"
141
OPEN
BEYOND
172
141
137
B
A
402 172
172
150
141
B
A
402
6". 8 EQ SPACES 6".
2' - 6"
3' - 0"1' - 11"
K
109
3' - 6" 9' - 0" 6' - 6" 5' - 6"
3' - 0" 10' - 0" 5' - 0"
A1_1 12
A1_1
11 10 A1_1
3' - 0"
5' - 0"
13' - 7" 7' - 0"
5' - 0"
19' - 1"
8' - 8"
142
120
135
172
150
120
145
B
A
6". 8 EQ SPACES
150
402 172
2' - 6"
OPEN
BEYOND
B
A
B
A
142
141
172
150
OPEN
BEYOND
150
172
141
B
A
6". 8 EQ SPACES 6".
2' - 6"
3' - 0" 1' - 11"
NORTH
PROJECT
2/23/2024 1:20:21 PM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
02.23.2024
A1_1
ENLARGED
SITE PLANS
PALISADE SANTEE COMMERCE CENTER
KEYNOTES
EXTERIOR COLOR SCHEDULE
109 (N) TRANSFORMER LOCATION.
110 ACCESS AISLE FOR ACCESSIBLE PARKING STALL. 5'-0"
WIDE
111 TYP U.O.N., STANDARD PARKING STALL. 9'-0" WIDE x 19'-0" DEEP
115 STANDARD ACCESSIBLE PARKING STALL. 9'-0" WIDE x
DEPTH OF STANDARD STALL.
116 VAN ACCESSIBLE PARKING STALL. 12'-0" WIDE x DEPTH OF
STANDARD STALL
117 STANDARD ACCESSIBLE EVCS (ELECTRICAL VEHICLE
CHARGING STATION). 9'-0" WIDE x DEPTH OF STANDARD
STALL. PROVIDE ELECTRIC VEHICLE SUPPLY EQUIPMENT.
118 VAN ACCESSIBLE EVCS (ELECTRICAL VEHICLE CHARGING
STATION). 12'-0" WIDE x DEPTH OF STANDARD STALL.
PROVIDE ELECTRIC VEHICLE SUPPLY EQUIPMENT.
120 TRUNCATED DOME DETECTABLE WARNING SURFACE. MIN
3'-0" DEEP IN THE DIRECTION OF TRAVEL.
121 PRECAST CONCRETE WHEEL STOP.
123 CURB RAMP. 8.33% MAX SLOPE w/ 2% MAX CROSS SLOPE.
130 (N) FIRE HYDRANT.
135 PRE-CAST CONCRETE FENCE SUPPORTED BY METAL
POSTS FROM GREENFIELD FENCE. MIN HEIGHT 8'ABOVE
HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES
AND TOP OF WALL.
137 TUBE STEEL FENCE. MIN HEIGHT 8' ABOVE HIGHEST
ADJACENT FINISHED GRADE.
141 PAINTED STEEL ROOF COVERING. HSS COLUMNS, HSS
BEAMS, AND METAL DECK ROOFING.
142 PAINTED STEEL TRASH ENCLOSURE GATES. ALIGN TOP OF
GATES WITH TOP OF ADJACENT ENCLOSURE WALL.
145 PAINTED STEEL SWINGING PEDESTRIAN GATE. WHEN
OCCURS IN TUBE STEEL FENCE, ALIGN TOP w/ FENCE
HEIGHT. WHEN OCCURS IN CONCRETE SCREEN WALL,
U.O.N., ALIGN TOP w/ SCREEN WALL. PROVIDE KNOX BOX
AS REQUIRED BY FIRE AUTHORITY.
146 2 POSITION BIKE RACK.
150 STEEL PIPE BOLLARD PROTECTION POST.
163 FUTURE EVCS CHARGING EQUIPMENT.
172 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.
173 LOCATION OF FUTURE MEDIUM AND HEAVY DUTY ZEV
CHARGING CABINETS AND CHARGING DISPENSERS.
178 OUTDOOR EMPLOYEE BREAK AREA.
402 WALL REVEAL.
SITE PLAN GENERAL NOTES
SITE LEGEND
1/8" = 1'-0" 1
ENLARGED SITE PLAN - NORTH OFFICE ACCESSIBLE PARKING
1/8" = 1'-0"
3 ENLARGED SITE PLAN - SOUTH OFFICE ACCESSIBLE PARKING
1/4" = 1'-0" 4
ENLARGED SITE PLAN - SOUTH TRASH ENCLOSURE
1/4" = 1'-0" 5
TRASH ENCLOSURE NORTH ELEVATION
1/4" = 1'-0"
6 TRASH ENCLOSURE EAST ELEVATION
1/4" = 1'-0" 7
TRASH ENCLOSURE SOUTH ELEVATION
1/4" = 1'-0"
8 TRASH ENCLOSURE WEST ELEVATION
1/4" = 1'-0"
2 ENLARGED SITE PLAN - TRANSFORMER
1/4" = 1'-0" 9
ENLARGED SITE PLAN - NORTH TRASH ENCLOSURE
1/4" = 1'-0" 10 TRASH ENCLOSURE EAST ELEVATION
1/4" = 1'-0"
11 TRASH ENCLOSURE SOUTH ELEVATION
1/4" = 1'-0" 12 TRASH ENCLOSURE WEST ELEVATION
EXTERIOR PAINT
COLOR: SW 6995 SUPERWHITE
EXTERIOR PAINT
COLOR: SW 7666 FLEUR DEL SEL
EXTERIOR PAINT
COLOR: SW 7674 PEPPERCORN
STOREFRONT MEDIUM PERFORMANCE
BLUE REFLECTED GLAZING BLACK
ANODIZED MULLION
METAL PANEL
BLACK ANODIZED METAL
CANOPY / BROW
ABCDEF
NOTES:
1. 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.
2. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO BE X
INTERIOR SIDE TO BE PRE-FINISHED WITH
MANUFACTURER'S LIGHT GRAY.
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. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR
BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE
OR BELOW THE BROW TO MATCH THE BROW COLOR.
8. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACENT
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
9. 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.
10. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.
2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT
AND ALL AMENDMENTS 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
DIMENSIONS 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 IDENTIFIED 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 w/
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
10. 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
11. ALL EXPOSED BIORETENSION DEVICE COVERINGS
SHALL BE PAINTED FOREST GREEN.
12. 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
13. PROVIDE A HOSE BIB NEAR THE MAIN ENTRANCE AND IN
THE TRASH ENCLOSURE. SEE PLAN FOR LOCATION.
K
3' - 8" 10' - 0" 30' - 0"
3' - 0"
15' - 0"
137 145 137 143 143 137
89' - 2"
24' - 6"
A
27' - 0" 30' - 0" 10' - 0" 19' - 2" 3' - 8"
3' - 0"
43" +/-
137 143 143 137 145
NORTH
PROJECT
2/23/2024 1:20:24 PM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
02.23.2024
A1_2
GATE & FENCE
ELEVATIONS
PALISADE SANTEE COMMERCE CENTER
KEYNOTES
SITE PLAN GENERAL NOTES
EXTERIOR COLOR SCHEDULE
137 TUBE STEEL FENCE. MIN HEIGHT 8' ABOVE HIGHEST
ADJACENT FINISHED GRADE.
143 PAINTED STEEL ROLLING GATE(S). MIN HEIGHT 8' ABOVE
HIGHEST ADJACENT FINISHED GRADE OR AS SHOWN ON
EXTERIOR ELEVATIONS. PROVIDE KNOX BOX AS REQUIRED
BY FIRE AUTHORITY.
145 PAINTED STEEL SWINGING PEDESTRIAN GATE. WHEN
OCCURS IN TUBE STEEL FENCE, ALIGN TOP w/ FENCE
HEIGHT. WHEN OCCURS IN CONCRETE SCREEN WALL,
U.O.N., ALIGN TOP w/ SCREEN WALL. PROVIDE KNOX BOX
AS REQUIRED BY FIRE AUTHORITY.
1/4" = 1'-0"
1 SLIDING GATE ELEVATION - SE
1/4" = 1'-0"
2 SLIDING GATE ELEVATION - NE
P
A
R
C
E
L
6 SR
AC
O
N
SR
AC
O
N
SR
AC
O
N
SR
AC
O
N
SR
AC
O
N
SR
AC
O
N
NO
C
ARS
NO
C
ARS
NO
C
ARS
NO
C
ARS
NO
C
ARS
NO
C
ARS
5' OFFSITE LINE
TOP OF SLOPE
500' - 0"
390' - 0"
56' - 0" 56' - 0"
60' - 0"
21 DOCK-HI DOORS
BUILDING
300,145 S.F.
21 DOCK-HI DOORS
TRUCK COURT WIDTH
366' - 0"
60' - 0" 50' - 0" 50' - 0" 60' - 0" 49' - 7" 61' - 5"
23' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 28' - 0" 76' - 0" 19' - 0" 8' - 0" 10 24
12 39
8 3
5 10
10 10
106
10 13
8 39 16
2,500 S.F.
OFFICE
2,500 S.F.
MEZZ.
2,500 S.F.
OFFICE
2,500 S.F.
MEZZ.
ELECT.
ROOM
5' - 6"
5' - 6"
75' - 6" +/-
4 9
N WOODSIDE AVE.
135' - 0"
SECURED TRUCK COURT
5' - 6"
8' - 0" 19' - 0" 24' - 0"
FIRE
PUMP
ROOM
FIRE
RISER
ROOM
59' - 7" 49' - 5"
667' - 0"
NEIGHBOR'S FENCING
NEIGHBOR'S FENCING
135' - 0" +/-
146' - 0" +/-
157' - 0" +/-
NEIGHBOR'S FENCING
79' - 0"
SECONDARY
ACCESS GATE
WITH KNOX
ACCESS.
89' - 0"
71' - 7" ±
5' - 6"
10' - 0" 19' - 0"
60' - 0"
110' - 0"
25' - 6" 46' - 1" ±
10 10
11 13
SECURE TRUCK COURT
30' - 0"
AD
D
BA
R
B
E
D
W
I
R
E
TO
T
H
I
S
F
E
N
C
E
S
E
G
M
E
N
T
AD
D
BA
R
B
E
D
W
I
R
E
TO
T
H
I
S
F
E
N
C
E
S
E
G
M
E
N
T
4' - 0"
7 12x45 TRLR STL12x45 TRLR STL12x45 TRLR STL12x45 TRLR STL 4 SETBACK
15' - 0"
SETBACK
15' - 0"
12x45 TRLR STL12x45 TRLR STL12x45 TRLR STL12x45 TRLR STL
LONG-TERM
BIKE STORAGE
LONG-TERM
BIKE STORAGE
1 7
'
-
0 "
1 7
'
-
0 "
6 '
-
0 "
NO CARS NO CARS NO CARS NO CARS NO CARS NO CARS 6' - 6" NORTH
PROJECT
2/23/2024 1:20:27 PM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
02.23.2024
A1_4
STRIPING &
SIGNAGE PLAN PALISADE SANTEE COMMERCE CENTER
1" = 40'-0"
1 PROPOSED SITE PLAN - STRIPING & SIGNAGE
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 @ ACCESSIBLE 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.
1 2 3 4 5
A
C
D
E
6 7 8 9 10 11
F
12 13 14
G
H
J
K
135' - 0" 366' - 0" 166' - 0" 68' - 0"
135' - 0" 366' - 0" 166' - 0" 61' - 0"
2,500 S.F.
OFFICE
2,500 S.F.
MEZZ.
73 71 70
23' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 28' - 0" 10' - 0" 51' - 5" 49' - 7" 60' - 0" 60' - 0" 50' - 0" 50' - 0" 60' - 0" 59' - 7" 68' - 5" 23' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 28' - 0" 51' - 5" 49' - 7" 60' - 0" 60' - 0" 50' - 0" 50' - 0" 60' - 0" 59' - 7" 68' - 5" 2,500 S.F.
OFFICE
2,500 S.F.
MEZZ.
9 72 69 8 68 67 66 65 64 63 62 7 61 60 58 57 56 55 54 6 53 52 51 50 5 4 3 2
27 26
25 17 74 75 76 77 78 18 79 80 81 82 83 84 118 19 85 86 87 88 89 90 91 20 92 93 94 95 21 15 16
13 12
11 10
2 A2
201
401
500' - 0"
667' - 0"
6' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 25' - 0"
509' - 0"
1' - 6"
6' - 0" 25' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 28' - 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" 6' - 4"
18' - 0"18' - 0"
6' - 0"
26' - 0"26' - 0"26' - 0"6' - 0"26' - 0"26' - 0"26' - 0"6' - 0"26' - 0"26' - 0"26' - 0"6' - 0"26' - 0"26' - 0"26' - 0"6' - 0"26' - 0"26' - 0"31' - 10"26' - 0" 5' - 10"
ELECT.
ROOM
FIRE
PUMP
ROOM
FIRE
RISER
ROOM
B
26' - 0"26' - 0"26' - 0"29' - 0" 26' - 0" 6' - 0" 26' - 0"26' - 0"26' - 0" 26' - 0"26' - 0"26' - 0" 20' - 0" 11' - 0" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 48' - 0" 23' - 0" 30' - 0" 26' - 0" 26' - 0" 20' - 6" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 6' - 0" 28' - 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" 28' - 0" 26' - 0" 26' - 0" 26' - 0" 30' - 0" 30' - 0" 14 24
22 19' - 0"
23 ?
4 5 6
J
K
56' - 0"
28' - 0" 26' - 0" 26' - 0" 26' - 0"
4' - 6" 3' - 0"
5' - 0" 12' - 0" 3' - 6"
2' - 0"
9' - 0" 4' - 0" 9' - 0" 2' - 0"
2' - 0"
9' - 0" 4' - 0" 9' - 0" 2' - 0"
2' - 0"
3' - 0"3' - 6" 4' - 0"
2' - 6"
9' - 0"
2' - 0" 2' - 0"
65' - 0"
58' - 6" RAMP
LANDING
6' - 6"
3' - 0"
51' - 5"
56' - 0"
149
443
NORTH
PROJECT
2/23/2024 1:20:29 PM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
02.23.2024
A2
GROUND
LEVEL FLOOR
PLANS
PALISADE SANTEE COMMERCE CENTER
NORTH
PROJECT
2/23/2024 1:20:29 PM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
02.23.2024
A2
GROUND
LEVEL FLOOR
PLANS
PALISADE SANTEE COMMERCE CENTER
KEYNOTES
FLOOR PLAN LEGEND
FLOOR PLAN GENERAL NOTES
FLOOR SLAB GENERAL NOTES
149 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.
443 4'-0"w x 8'-0"h PAINTED STEEL WALL LOUVER. TOP @ +10'-0". 1/32" = 1'-0" 1
PROPOSED BUILDING FLOOR PLAN
1" = 10'-0"
2 ENLARGED FLOOR PLAN - TRUCK RAMP
EXTERIOR PAINT
COLOR: SW 6995 SUPERWHITE
EXTERIOR PAINT
COLOR: SW 7666 FLEUR DEL SEL
EXTERIOR PAINT
COLOR: SW 7674 PEPPERCORN
STOREFRONT MEDIUM PERFORMANCE
BLUE REFLECTED GLAZING BLACK
ANODIZED MULLION
METAL PANEL
BLACK ANODIZED METAL
CANOPY / BROW
A
B
C
D
E
F
NOTES:
1. 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.
2. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO BE X
INTERIOR SIDE TO BE PRE-FINISHED WITH
MANUFACTURER'S LIGHT GRAY.
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. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR
BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE
OR BELOW THE BROW TO MATCH THE BROW COLOR.
8. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACENT
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
9. 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.
10. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
GROUND FLOOR
0"
5 4 3 2 1
ROOF
33' - 0"
14 13 12 11 10 9 8 7 6
667' - 0"
28' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 56' - 0" 23' - 0" 30' - 0" 30' - 0" 26' - 0" 26' - 0" 26' - 0" 28' - 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" 28' - 0" 28' - 0" 25' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 402 135 404
38' - 0"
39' - 6"
42' - 0"
39' - 6"
GROUND FLOOR
0"
E D C A
ROOF
33' - 0"
K J H G F
509' - 0"
51' - 5" 49' - 7" 60' - 0" 60' - 0" 50' - 0" 50' - 0" 60' - 0" 59' - 7" 68' - 5" 1' - 6" 20' - 0" 30' - 0" 25' - 11" 26' - 0" 20' - 6" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0" 29' - 0" 26' - 0" 26' - 0" 14' - 0" 12' - 0" 135 402
B
42' - 0"
39' - 6"
42' - 0"
44' - 0"
43' - 0"
44' - 0"
43' - 0"44' - 0"
41' - 6"
42' - 6"
39' - 6"
GROUND FLOOR
0"
MEZZANINE
15' - 0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14
667' - 0"
0" - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"23' - 28' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' 404 402 135
0"25' - 0"6' - 0" ' - 0"26' - 0"28' - 0"26' - 0"26' - 0"26' - 0"26' - "26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26 - 0"11' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0 23' - 0"30' - 0"18' - 0"6' - 0"26' - 0"26' - 0"26' 39' - 5" 37' - 11" 39' - 6" 39' - 6" 37' - 0" 39' - 6" 42' - 0"
GROUND FLOOR
0"
A C D E F G H J K
509' - 0"
- 0"59' - 7"68' - 5" 51' - 5"49' - 7"60' - 0"60' - 0"50' - 0"50' - 0"60' 10' - 0"
6' - 4" 18' - 0" 18' - 0" 7' - 0" 25' - 0" 26' - 0" 26' - 0" 7' - 0" 25' - 0" 26' - 0" 26' - 0" 7' - 0" 25' - 0" 26' - 0" 26' - 0" 7' - 0" 25' - 0" 26' - 0" 26' - 0" 7' - 0" 25' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0" 5' - 10" 402 135 404
B
44' - 0"
43' - 0"
44' - 0"
41' - 6"
42' - 6"
39' - 6"41' - 0"
39' - 5"
42' - 6"
41' - 6"
44' - 0"
43' - 0"
41' - 0"
39' - 6"
NORTH
PROJECT
2/23/2024 1:20:35 PM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
02.23.2024
A4
EXTERIOR
ELEVATIONS
PALISADE SANTEE COMMERCE CENTER
KEYNOTES
EXTERIOR WALL COLOR LEGEND & NOTES
135 PRE-CAST CONCRETE FENCE SUPPORTED BY METAL
POSTS FROM GREENFIELD FENCE. MIN HEIGHT 8'ABOVE
HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES
AND TOP OF WALL.
402 WALL REVEAL.
404 PANEL JOINT.
1" = 30'-0" 1
PROPOSED NORTH ELEVATION
1" = 30'-0" 2
PROPOSED EAST ELEVATION
1" = 30'-0" 3
PROPOSED SOUTH ELEVATION
1" = 30'-0" 4
PROPOSED WEST ELEVATION
NORTH
PROJECT
2/23/2024 1:20:35 PM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
02.23.2024
A5
COLOR BOARD PALISADE SANTEE COMMERCE CENTER
ENLARGED CORNER
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
?
?
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.
CLR.
12".
PROVIDE FOR
FUTURE EVSE @ EV
CAPABLE STALLS.
SEE ELECTRICAL
DRAWINGS
PROVIDE EVCS STALL
SIGNAGE. SEE 6/A0.2.1
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"
S
E
E
SIT
E
PLA
N
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" M
AX
34" MIN
1/2". 1' - 0 3/256"
MIN
1".
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"
MIN
6".
12". 4' - 0"
MIN
6".
6" M
AX
5" MIN
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
PLA
N
S
E
E
S
E
E
PLA
N 6"
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
U
NIN
T
E
R
R
U
P
T
E
D
10" S
M
O
O
T
H
&
SEE PLAN
34" MIN, 4
4" M
AX
MOUNTING PLATE
E
Q
E
Q
S
E
E
PLA
N
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
7 TUBULAR STEEL FENCING 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"
L I CENSED A RCH I T ECT
ST A T E O F CA L I FOR N I A
BR
I DGET HERDMA
N
12.31.2023
RENEWAL
DATE
C-32810
DRAWN 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
100 BAYVIEW CIRCLE SUITE 100
NEWPORT BEACH, CA 92660
TEL. 714.389.2800
PROJECTADMIN@
HERDMAN-AD.COM
ISSUE DATE:
SHEET
AS NOTED
CIVIL ENGINEER
1/5/2024 2:15:49 PM
AD1.1
SITE DETAILS
CC
A22-2164
SANTEE, CA
1330 FACTORY PLACE SUITE 105,
LOS ANGELES, CA 90013
PALISADE
SANTEE
COMMERCE
CENTER
COMPANY NAME
KRAMER ENGINEERING
COMPANY NAME
COMPANY NAME
COMPANY NAME
COMPANY NAME
01.10.2024
DRC ENGINEERING
3/16" = 1'-0"
NON ACCESSIBLE PARKING
STALLS
4 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
FINAL APPROVAL SET
21 DOCK-HI DOORS BUILDING 300,145 S.F. 21 DOCK-HI DOORS 2,500 S.F. OFFICE 2,500 S.F. MEZZ. 2,500 S.F. OFFICE 2,500 S.F. MEZZ. ELECT. ROOM 40' FIRE ACCESS LANE 30' FIRE ACCESS LANE 30' FIRE ACCESS LANE 30' FIRE ACCESS LANE 40' FIRE ACCESS LANE 40' FIRE ACCESS LANE
40' FIRE ACCESS LANE N WOODSIDE AVE. SECURE TRUCK COURT FIRE PUMP ROOM FIRE RISER ROOM
NEIGHBOR'S FENCING
NEIGHBOR'S FENCING NEIGHBOR'S FENCING ADD BARBED WIRE TO THIS FENCE SEGMENT ADD BARBED WIRE TO THIS FENCE SEGMENT
SECONDARY
ACCESS GATE
WITH KNOX
ACCESS. FC-1.0 SITE PHOTOMETRIC PLAN ELECTRICAL SITE PHOTOMETRIC PLAN 1 N
PROJECT
1ST ENTITLEMENT SUBMITTAL A21-2204SANTEE, CA XX.XX.2022
PALISADE SANTEE COMMERCE CENTER
A22-2164
02.23.2024
FINAL APPROVAL SET
NORTH
PROJECT
3/6/2024 9:36:41 AM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
03.06.2024
R-1
RENDERING
PALISADE SANTEE COMMERCE CENTER
NORTH
PROJECT
3/6/2024 9:36:42 AM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
03.06.2024
R-2
RENDERING
PALISADE SANTEE COMMERCE CENTER
NORTH
PROJECT
3/6/2024 9:36:42 AM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
03.06.2024
R-3
RENDERING
PALISADE SANTEE COMMERCE CENTER
NORTH
PROJECT
3/6/2024 9:36:42 AM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
03.06.2024
R-4
RENDERING
PALISADE SANTEE COMMERCE CENTER
NORTH
PROJECT
3/6/2024 9:36:42 AM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
03.06.2024
R-5
RENDERING
PALISADE SANTEE COMMERCE CENTER
NORTH
PROJECT
3/6/2024 9:36:43 AM
FINAL APPROVAL SET
A22-2164
SANTEE, CA
03.06.2024
R-6
RENDERING
PALISADE SANTEE COMMERCE CENTER
NOT FOR CONSTRUCTION
NOT FOR CONSTRUCTION
NOT FOR CONSTRUCTION
NOT FOR CONSTRUCTION
DIVERSION MANHOLE DETAIL
27 PLAN VIEW
SECTION VIEW
REFER TO
SECTION 'B-B'
REFER TO
SECTION 'A-A' WALL WALL 5'-0"
709'-0"
FINAL LOCATION OF
SCREEN TREES SHALL
BE COORDINATED TO
AVOID ANY POTENTIAL
CONFLICTS WITH WALL
FOOTING, TYP.
752'-7"
6'-0"
FINAL LOCATION OF
SCREEN TREES SHALL
BE COORDINATED TO
AVOID ANY POTENTIAL
CONFLICTS WITH WALL
FOOTING, TYP. DATE 01/26/24 DATE: 03/05/24
NEIGHBOR'S FENCING
ROOM
RISER
FIRE ROOM
PUMP
FIRE SECURE TRUCK COURT
N WOODSIDE AVE. 40' FIRE ACCESS LANE
ROOM
ELECT. MEZZ.
2,500 S.F.
OFFICE
2,500 S.F.
21 DOCK-HI DOORS
300,145 S.F.
BUILDING
200 S. Main St. - Suite 316
Corona, CA 92882-2211
(951) 279-7900
Fax (951) 279-4116
RG I
UTILITY CONSULTANTS
A PROACTIVE COMPANY
DRY UTILITY COMPOSITE PLAN
10990 WOODSIDE
SANTEE, CA
1 (951) 123-4567
Fax (951) 123-4567
Address
Address
SCALE IN FEET
0 RGI
20 40 80
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