93E07E9123 — Santee City Council, May 14, 2025

NOT TO SCALE
67 PROJECT SITE
SAN VINCENTE FWY.

WOODSIDE AVE.

SAN CLEMENTE CANYON FWY.

MAGNOLIA AVE
.
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. 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 WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT Autodesk Docs://SDG23-4007-00_Extra Space Storage - Santee/4007_ARCH_TI.rvt 1/30/2025 9:50:31 AM
Approver
Author
SDG23-4007-00
TITLE
A00

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071

DATEREMARKS
1Date1Revision1
22024-05-30PLANNINGRE
VISION2
32024-11-22PLANNINGRE
VISION3
42025-01-30PLANNINGRE
VISION

LANDSCAPE
L1.1 PRELIMINARY LANDSCAPE PLANL2.1 PRELIMINARY PLANTING PLANL3.1 PLANTING IMAGERYLANDSCAPE SHEET COUNT: 3 CIVIL
C1.0 DEMOLITION PLANC2.0 CONCEPTUAL GRADING PLANC3.0 DETAILSC4.0 CONCEPTUAL UTILITY PLANC5.0 BMP PLANC6.0 EROSION CONTROL PLANCIVIL SHEET COUNT: 6

SHEET INDEX

ARCHITECTURAL
A00 TITLEA09 EXISTING SITE PLANA10 SITE PLANA11 SPOT ELEVATION PLANA20 BASMENT FLOOR PLANA21 1ST FLOOR PLANA22 2ND FLOOR PLANA23 3RD FLOOR PLANA24 ROOF PLANA30 ELEVATIONSA31 ELEVATIONSA32 ELEVATIONSA34 BASEMENT ELEVATIONSA41 SECTIONSA42 SECTIONSA43 SECTIONSA80 DETAILSA81 DETAILSARCHITECTURAL SHEET COUNT: 18 CHAPTER 10 - MEANS OF EGRESS (SEE OCCUPANCY AND EGRESS PLANS)

NORTHEASTSOUTHWEST
> 30 UNLIMITED UNPROTECTED OPENINGS ARE PERMITTED
FLOOR 1

EXTERIOR WALLS
FIRE

SEPARATION

DISTANCE (FT)

ALLOWABLE
AREA (%)

EXTERIOR WALL

AREA (SF)

ACTUAL AREA OF

PROTECTED
OPENINGS (Ap)
ALLWBL. AREA

OF PROTECTED
OPENINGS (ap)

ACTUAL AREA

OF UNPRTCT'D
OPENINGS (Au)
ALLWBL. AREA

OF UNPRTCT'D
OPENINGS (au)
(Ap/ap)+(Au/au)

OCCUPANCY SECTION USE PROPOSED AREA (SF)
S-1 / STORAGE (311) WAREHOUSE SEE ALLOWABLE AREA BELOW

MAIN OCCUPANCY

SPRINKLER CONDITION
(TABLE 504.3)

ALLOWABLE BUILDING

HEIGHT IN FEET
(TABLE 504.4)

ALLOWABLE NUMBER OF

STORIES ABOVE GRADE
PLANE

PROPOSED BUILDING

HEIGHT IN FEET
ALLOWABLE BUILDING HEIGHT:

PROPOSED NUMBER OF

STORIES ABOVE GRADE
PLANE
S-1 S 75'-0" 4 STORY 49'-8" 3 STORY
BASEMENT 22,050 S.F.

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREASCHAPTER 3 - USE & OCCUPANCY CLASSIFICATION CHAPTER 9 - FIRE PROTECTION SYSTEMS(903.3.1.1) AUTOMATIC SPRINKLER SYSTEM WILL BE PROVIDED AND INSTALLED WITH ACCORDANCE WITH NFPA 13.(903.4) AUTOMATIC SPRINKLER SYSTEM MONITORING AND ALARMS WILL BE PROVIDED.E.S.F.R. (EARLY SUPPRESSION FAST-RESPONSE) AUTOMATIC FIRE PREVENTION SPRINKLER SYSTEM PROVIDED THROUGHOUT. SPRINKLER DESIGN AND CALCULATIONS TO BE SUBMITTED UNDER SEPARATE PERMIT.(910.2) EXCEPTION 2: SMOKE AND HEAT VENTS NOT REQUIRED WHERE E.S.F.R. SPRINKLER SYSTEM IS PROVIDED CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURESALLOWABLE AREA OF OPENINGS (TABLE 705.8) (FULLY SPRINKLERED THROUGHOUT)

PROJECT DATA
APPLICABLE CODESCITY OF: SANTEE, CABUILDING: 2022 CALIFORNIA BUILDING CODESTRUCTURE: 2022 CALIFORNIA BUILDING CODEMECHANICAL: 2022 CALIFORNIA MECHANICAL CODEELECTRICAL: 2022 CALIFORNIA ELECTRICAL CODEPLUMBING: 2022 CALIFORNIA PLUMBING CODEFIRE / LIFE SAFETY: 2022 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS)ENERGY: 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
ACCESSIBILITY: 2022 CALIFORNIA BUILDING CODE - ACCESSIBILITY TYPE OF CONSTRUCTION (602) TYPE: II-BSTRUCTURAL FRAME 0 HR.EXTERIOR BEARING WALLS 0 HR.BUILDING ELEMENTS (TABLE 601)INTERIOR BEARING WALLS 0 HR.EXTERIOR NON-BEARING WALLS SEE BELOWINTERIOR NON-BEARING WALLS 0 HR.FLOORS 0 HR.ROOF 0 HR.

CHAPTER 6 - TYPES OF CONSTRUCTION
EXTERIOR WALLS BASED ON FIRE SEPARATION (TABLE 705.5)NORTH EXTERIOR WALL ( X > 30' ) 0 HR.EAST EXTERIOR WALL ( X > 30' ) 0 HR.SOUTH EXTERIOR WALL ( X > 30' ) 0 HR.WEST EXTERIOR WALL ( X > 30' ) 0 HR.

B / BUSINESS (304) OFFICE SEE ALLOWABLE AREA BELOWR-3 / RESIDENTIAL (310.4) RESIDENTIAL SEE ALLOWABLE AREA BELOW NOTE: PER CBC 508.2 B AND R-3 ARE ACCESSORY TO S-1BASEMENT SF = 22,025 GSF, B OCC = 850 GSF = < 10% THERFORE B IS ACCESSORY TO S-11ST FLOOR GSF = 22,025, R-3 OCC = 1,230 GSF = < 10% THERFORE R-3 IS ACCESSORY TO S-1 PROPOSED NEW TOTAL BUILDING AREA 87,100 S.F.1ST FLOOR 22,050 S.F.2ND FLOOR 22,200 S.F.3RD FLOOR 20,790 S.F.TOTAL EXISTING AND PROPOSED BUILDING AREA 113,781 S.F.

S.F. PER TABLE 506.2
WITH AUTOMATIC SPRINKLERS. NO YARD INCREASE NEEDED.

ALLOWABLE BUILDING AREA:
70,000 52,500 X 3 = 157,500 S.F. TOTAL ALLOWABLE BUILDING AREA FAA- GILLESPIE FIELD INFORMATION AIRPORT INFLUENCE AREA- 1 OVERFLIGHT ZONE - YESSAFTY ZONE - 6 NOISE CONTOUR - < 60 dB CNELAVIGATION EASEMENT AREA - NO FAA HEIGHT NOTIFICATION BOUNDRARY - YES LOT 122,244 (2.8 ACRES)PROPOSED BUILDING FOOTPRINT 22,050 S.F.BUILDING COVERAGE 40 %LANDSCAPE AREA 21,823 S.F.LANDSCAPE COVERAGE 18 %PARKING REQUIRED 17 OFFICESELF STORAGE 87,100 @ 1/5000 = 17 REQUIREDSTANDARD PARKING PROVIDED 17 STALLSACCESSIBLE PARKING PROVIDED 1 STALLSTOTAL PARKING PROVIDED 18 STALLSACCESSOR'S PARCEL NO: 384-120-46-00

SITE DATA
EXISTING TO REMAIN BUILDING AREA 26,681 S.F.

PROJECT DESCRIPTIONTHE SCOPE OF THIS PROJECT IS A NEW GROUND UP 3 STORY WITH BASMENT SELF STORAGE BUILDING, INCLUDING A OFFICE AND A RESIDENCE. MODIFICATION TO 4 EXISTING SELF STORAGE BUILDINGS. TRASH ENCLOSURES, LANDSCAPING, ASSOCIATED SITE WORK, PARKING AND STRIPING, AND SITE LIGHTING.

ELECTRICAL
E101 SITE LIGHTING PLAN - ELECTRICALE102 PHOTOMETRICS - ELECTRICALE103 LIGHT FIXTURE SHEETS - ELECTRICALELECTRICAL SHEET COUNT: 3

OWNERGENERAL CONTRACTORARCHITECT

VICINITY MAP OWNER'S CONSULTANTS ARCHITECT'S CONSULTANTS PRIMARY CONTACT:PH:EMAIL:ALTERNATE CONTACT:PH:EMAIL:

HSA & ASSOCIATES, INC.

STRUCTURAL ENGINEER301 N Lake Ave#500Pasadena, CA 91101

AQUEEL MORAWALA
626.521.9931
[email protected]
P 858.638.7277
3911 SORRENTO VALLEY BLVD, #120
SAN DIEGO, CA 92121
PRIMARY CONTACT:PH:EMAIL:ALTERNATE CONTACT:PH:EMAIL:

DAVID MANN
[email protected]
858.638.7277 x1218
[email protected]

DAVID WHITE
858.636.7277 x1339
PRIMARY CONTACT:PH:EMAIL:ALTERNATE CONTACT:PH:EMAIL:
2795 E. COTTONWOOD PARKWAY, SUITE 400
EXTRA SPACE STORAGESALT LAKE CITY, UTAH 84121

CLINT KLEPPE
(480) 266-5263
[email protected]
PRIMARY CONTACT:PH:EMAIL:ALTERNATE CONTACT:PH:EMAIL:

COMPANY NAME
COMPANY NAMEADDRESS LINE 1ADDRESS LINE 2CITY, STATE XXXXX(XXX) XXX-XXXX

CONTACT
(XXX) XXX-XXXX
[email protected]
(XXX) XXX-XXXX
[email protected]
PRIMARY CONTACT:PH:EMAIL:ALTERNATE CONTACT:PH:EMAIL:

WAREMALCOMB
CIVIL ENGINEER3911 SORRENTO VALLEY BLVD#120SAN DIEGO, CA 92121(858) 638-7277

LIZETTE SALAZAR
858.638.7277
[email protected]
PRIMARY CONTACT:PH:EMAIL:ALTERNATE CONTACT:PH:EMAIL:

COMPANY NAME
GEOTECHNICAL ENGINEER6960 Flanders DriveADDRESS LINE 2an Diego, California 92121-2974858.558.6900 LILIAN E. RODRIGUEZ
858.558.6900
[email protected]
PRIMARY CONTACT:PH:EMAIL:ALTERNATE CONTACT:PH:EMAIL:

RTM ENGINEERING
MECHANICAL ENGINEER5250 Jackson DriveSuite 200La Mesa, CA 91942

BEN LIEBERMAN
303.297.1038
[email protected]
PRIMARY CONTACT:PH:EMAIL:ALTERNATE CONTACT:PH:EMAIL:

RTM ENGINEERING
PLUMBING ENGINEER5250 Jackson DriveSuite 200La Mesa, CA 91942

BEN LIEBERMAN
303.297.1038
[email protected]
PRIMARY CONTACT:PH:EMAIL:ALTERNATE CONTACT:PH:EMAIL:

RTM ENGINEERING
ELECTRICAL ENGINEER5250 Jackson DriveSuite 200La Mesa, CA 91942

VICTOR LEON
760.340.9005
[email protected]
PRIMARY CONTACT:PH:EMAIL:ALTERNATE CONTACT:PH:EMAIL:

RIDGE LANDSCAPE ARCHITECTS
LANDSCAPE ARCHITECT8841 Research Dr.#200Irvine, CA 92618

MACKENZIE RATCLIFF
949-387-1323
[email protected]
ZONING INFORMATION:

ZONE GENERAL COMMERCIAL GCSETBACK REQUIREMENTS BUILDING STREET YARD (STANDARD) 10'-0"SIDE YARD 5'-0" 20'-0" *REAR YARD 5'-0" 20'-0" *

OVERLAY ZONES GILESPIE FIELD
* IF ABUTTING RESIDENTIAL
USE:

EXISTING USE SELF STORGEPROPOSED USE SELF STORGE
(S-1,B,R-3 OCCUPANCY)
STREET YARD (STANDARD) 10'-0"SIDE YARD 5'-0" 10'-0" *REAR YARD 0'-0" 10'-0" * * IF ABUTTING RESIDENTIAL

LANDSCAPE
ZONING
(S-1,B,R-3 OCCUPANCY)
BUILDING HEIGHT LIMITATION IN 25'-0" WITHIN 50'-0" OF RESIDENTIAL DISTRICT. [SMC 13.12.040 B] EXISTING TO REMAIN TOTAL BUILDING AREA 26,681 S.F.

TOTAL BUILDING FOOTPRINT 48,731 S.F.
2 HEIGHT LIMITATIONS BUILDING
WITHIN 50 FEET OF A RESIDENTIAL DISTRICT 25 FEETOTHER LOCATIONS 40 FEET 3 3
Existing Single Story Self-Storage BuildingsExisting units are drive-up type. Parking occurs directly outside the unit for customers to load and unload. Existing previously compliant condition. 4 4 B B B
B B
B B
B B
B B
B
B
B
B
B
B
BB
B
B
B
B
B
B B
B
B

WOODSIDE AVENUE
EXIST. RESIDENTIAL

BUILDING
EXIST. RESIDENTIAL

BUILDING
FEED STORE- YARD, BARNS AND STORE.

SLOPED BANK ADJACENT TO HIGHWAY 67
100'-0"
100'-0"
HIGHWAY 67
100'-0"
100'-0"
EXIST. RESIDENTIAL

MOBLEHOME PARK
EXIST. RESIDENTIAL

MOBLEHOME PARK

SETBACK
10'-0"
R
-14 ZONE
R
-2 ZONE

GC ZONE
44'-9 123/128"
326'-9 77/128"
239'-4 41/128"
611'-4
205/2
56"
392'-5 195/256"
113
113
113
PL
PL
PL
PL
PL
PL
PL
PL
PL
115
114
114
EXISTING STORAGE BUILDING A 7,082 SFEXISTING STORAGE BUILDING B 7,973 SFEXISTING STORAGE BUILDING C 7,685 SFEXISTING STORAGE BUILDING D 7,406 SF

EXISTING ENTRY
35'-6"

EXISTING UNCOVERD STORAGE YARD
113
113

EXISTING CARETAKERS APARTMENT

DEMOLISHED

UNITS TO BE

DEMOLISHED

UNITS TO BE
A81
2 OFFICE
7 121
104
115
A81
1 6
A81
3 8
A81
4 15 A80
A80 16
A81
5 EASTMENT LINEPROPERTY LINE.PATH OF TRAVELEXISTING 8' CHAINLINK FENCEEXISTING 8' BARBWIRE FENCETO BE DEMOISHEDEXISTING 8' WROUGHT IRON FENCE 3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

EXISTING SITE PLAN
A09

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET
SCALE: 1" = 30'-0"
1 EXISTING SITE PLAN
N
0 15' 30' 60' 150'
1"=30'
LEGEND KEYNOTES:
104 SEWER SETBACK113 PROPERTY LINE114 EXISTING 6' CHAINLINK FENCE115 EXISTING 6' BARBWIRE FENCE121 EXISTING 6' ORNAMENTAL FENCE

DATE REMARKS
1 Date 1 Revision 1
3 2024-11-22 PLANNING REVISION 3
3 WM

LOADINGZONE
UP
1 A41
2 A41
3 A41

EXISTING BUILDING TO REMAIN

WOODSIDE AVENUE
3 STORY BUILDING W/

BASEMENT
87,100 SF
EXIST. RESIDENTIAL

BUILDING
9 1518
567
4 12
TYP.
9'-0"
19'-0" TYP.

TYP.
25'-0"
TYP.
9'-0"
9'-0"
8'-0"
9'-0"
19'-0"

FIRELANE
26'-0"
30'-0" DRIVE WAY
30'-0" DRIVE WAY

FIRE LANE
26'-0"

FIRELANE
26'-0"
EXIST. RESIDENTIAL

BUILDING
EXIST. RESIDENTIAL

BUILDING
SEWER EASMENT 20'-0" PROPOSED
FEED STORE- YARD, BARNS AND STORE.

SLOPED BANK ADJACENT TO HIGHWAY 67
100'-0"
100'-0"

HIGHWAY
67 298'HYDRANT DISTANCE
298'HYDRANT DISTANCE
25'-0"
4 A42
3RDFLOORSETBACK
50'-0"
EASMENT SEWER 20'-0"
101
101102
R 50'-0"
R 24'-0"
R 50'-0"
R
24'-0
"
R 50'-0"
R 24'-0"
103101
101
101
103
105
100'-0"
100'-0"
EXIST. RESIDENTIAL MOBLEHOME PARK
EXIST. RESIDENTIAL MOBLEHOME PARK
106
A80
1 A80
2 8'-0"

SETBACK
10'-0"
107108
109
101 101 101 101
R 300'-0" HOSE PULL
R 300'-0" HOSE PULL
13'-0"
102
110
111 111
111
112
112

SETBACK
5'-0"

SETBACK
20'-0"
SETBACK 10'-0"
R-14 ZONE
R-2 ZONE

GC ZONE
44'-9 123/128"
326'-9 77/128"
23 9
'-
4 4
1 /1
28 "
611'-4 205/256"
392'-5 195/256"
113
113
113
PL
PL
PL
PL
PL
PL
PL
PL PL
115
114
114
116116116116

EXISTING BUILDING TO REMAINEXISTING BUILDING TO REMAINEXISTING BUILDING TO REMAIN 5 A42
EXISTING 7,082 SFPROPOSED 6,308 SFEXISTING 7,973 SFPROPOSED 7,077 SFEXISTING 7,685 SFPROPOSED 6,792 SFEXISTING 7,406 SFPROPOSED 6,504 SF NOTE:THERE ARE TO BE NO OBSTRUCTIONS WITHIN THE 26 FOOT WIDE DRIVEWAY. 2 6
A43
7 A43
8 A43
115
120
120
2 A10
26'-
0"
240'-0"
30'-0"
236'-0"
30'-0"
226'-0"
30'-0"
216'-0"
209'-9"
48'-3"
147'-0"
128'-0"
4 4
4 4
4 4
4 4
4 4
4 4
EASTMENT LINEPROPERTY LINE.PATH OF TRAVELEXISTING 8' CHAINLINK FENCEEXISTING 8' BARBWIRE FENCETO BE DEMOISHEDEXISTING 8' WROUGHT IRON FENCE 20'-
0"

CARETAKER GARAGE CARETAKER GARAGE
20'-4 1/2"
4 3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

SITE PLAN
A10

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET
SCALE: 1" = 30'-0" 1 SITE PLAN

DATEREMARKS
1Date1Revision1
22024-05-30PLANNINGRE
VISION2
32024-11-22PLANNINGRE
VISION3
42025-01-30PLANNINGRE
VISION
N
0 15' 30' 60' 150'
1"=30'
LEGEND KEYNOTES:
101 PLANTED PER LANDSCAPE PLAN102 FIRE HYDRANT WITH 3'-0" CLEAR RADIOUS INDICATED103 6' PIVOT GATE105 FIRE LANE, NO OBSTRUCTIONS SHALL BE IN THE 26 FT. FIRE LANE.106 CMU TRASH ENCLOSURE107 PATH OF TRAVEL108 FDC109 CARETAKER GARAGE (2) @ 10'X20'110 BACKFLOW PER CIVIL PLAN111 DASHED LINE INDICATES FIRE LANE RED CURB WITH "NO PARKING FIRE LANE" STENCIL EVERY 30'
112 KNOX BOX113 PROPERTY LINE114 EXISTING 6' CHAINLINK FENCE115 EXISTING 6' BARBWIRE FENCE116 EXISTING BUILDING PROPOSED LINE OF DEMOLITION120 6' ORNAMENTAL FENCE AND GATE, PER 7,8/A80 SCALE: 1/4" = 1'-0" 2 GARAGE ENLARGEMENT
3 3
3 3 3
7/
A43
6/
A43
8/
A43
1/
A41
2/
A41
3/
A41
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

SPOT ELEVATION PLAN
A11

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET

DATE REMARKS
3 2024-11-22 PLANNING REVISION 3
3 UP
1515
A A
Y3
Y3
G1
G1
G2
G2
B B
C CD D
E E
F F
G G
H H
I I
J J
K K
L L
M M
N N
O O
P P
Q Q
1414
1313
1212
1111
1010
99 88
77 66
55 44
33 2
2 11
Y4
1 A30
2 A30
2A32
2 A31
3A32
1A32
5 1/2"
15'-3"
7'-0"
18'-4"
18'-11"
6'-10"
19'-0" 14'-3"
10'-1"
14'-9 1/2"
3'-4"
10 1/2"
28'-7 1/4"
19'-2 51/128"

VESTIBULE
101
LOBBY
102

BACKROOM
103

STORAGE
100

ELEVATOR

MACHINE ROOM
107

ELEVATOR
ELEV1

ELEVATOR
ELEV2
STAIR
ST2
STAIR
ST1
UNISEX

RESTROOM
105
UNISEX

RESTROOM
106

JANITOR
104
155'-7215/256"
139'-9 3/256"
9'-0 253/256" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-8 3/128" 14'-4"71'-4"11'-0"9'-0"
4'-11215/256"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0" 1 0'-0"
10'-0"10'-0"10'-8"

ELECTRICAL
ROOM
108
8'-0"
3'-6"
1'-6"

RISER ROOM
109
5 A42
372.44' F.F.
209'-3 165/256"
47'-5 85/128"
139'-9 3/256"
59'-0"
4 4
4 4
4 3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

BASMENT FLOOR PLAN
A20

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET
SCALE: 1/8" = 1'-0" 1 BASEMENT FLOOR PLAN N

DATEREMARKS
42025-01-30PLANNINGRE
VISION
SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:UNIT COUNT LEGEND R
UP
1515
A A
Y3
Y3
G1
G1
G2
G2
B B
C CD D
E E
F F
G G
H H
I I
J J
K K
L L
M M
N N
O O
P P
Q Q
1414
1313
1212
1111
1010
99 88
77 66
55 44
33 2
2 11
Y4
1 A30
2 A30
2A32
2 A31
3A32
1A32

STORAGE
200

ELEVATOR
ELEV2

ELEVATOR
ELEV1
STAIR
ST1
STAIR
ST2
5 1/2"
13'-4 165/256"
24'-1
"
7'-2"
26'-10"
9'-2"
35'-5 15/16"
20'-5 5/8"
17'-8 15/16"
3'-1 1/2"
11'-3"
15'-3"
7'-0"
18'-4"
18'-11"
6'-10"
19'-0"
14'-3"
49'-3 31/32" 20'-0" 49'-1 1/32" 10'-1"
13'-2"5'-0"5'-4"5'-0"9'-7"12'-2"14'-4"71'-4"11'-0"9'-0" 5 1/2"
28'-8"
19'-1 83/128"
LIVING
201

KITCHEN
203

PRIMARY

BEDROOM
205

BEDROOM
206
BATH
207
BATH
204

DINNING
202
139'-9 3/256"
9'-0 253/256" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-8 3/128" 155'-11"
4'-11215/256"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0" 10'-0"10'-0"10'-8"
DN
5 A42
A80 16
383.11' F.F.
17 139'-9 3/256"
59'-0"
209'-3 165/256"
47'-5 85/128"
4 4
4 4
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET
SCALE: 1/8" = 1'-0" 1 FIRST FLOOR PLAN
N

DATEREMARKS
32024-11-22PLANNINGRE
VISION3
42025-01-30PLANNINGRE
VISION
SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:

UNIT COUNT LEGEND
3 UP
1515
A A
Y3
Y3
G1
G1
G2
G2
B B
C CD D
E E
F F
G G
H H
I I
J J
K K
L L
M M
N N
O O
P P
Q Q
1414
1313
1212
1111
1010
99 88
77 66
55 44
33 2
2 11
Y4
1 A30
2 A30
2A32
2 A31
3A32
1A32

STORAGE
300
STAIR
ST2
STAIR
ST1

ELEVATOR
ELEV2

ELEVATOR
ELEV1
5 1/2"
13'-4 165/256"
24'-1"
7'-2"
26'-10"
9'-2"
35'-6 1/2"
20'-4 1/2"
17'-9 1/2"
3'-1 1/2"
11'-3"
15'-3"
7'-0"
18'-4"
18'-11"
6'-10" 19'-0" 14'-3"
49'-3 31/32" 20'-0" 49'-1 1/32" 10'-1"
5 1/2"
28'-8"
19'-1 83/128"
50'-3"15'-0"11'-0"9'-0"
139'-9 3/256"
9'-0 253/256" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-8 3/128" 4'-11215/256"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0" 10'-0"10'-0"10'-8"
155'-11"
DN
5 A42
A80 16
393.77' F.F.
17 47'-5 85/128"
209'-3 165/256"
59'-0"
139'-9 3/256"
4 4
4 4
4 3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET
SCALE: 1/8" = 1'-0" 1 SECOND FLOOR PLAN
N

DATEREMARKS
32024-11-22PLANNINGRE
VISION3
42025-01-30PLANNINGRE
VISION
SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:

UNIT COUNT LEGEND
3 15
15 A A
Y3
Y3
G1
G1
G2
G2
B B
C CD D
E E
F F
G G
H H
I I
J J
K K
L L
M M
N N
O O
P P
Q Q
1414
1313
1212
1111
1010
99 88
77 66
55 44
33 2
2 11
Y4
1 A30
2 A30
2A32
2 A31
3A32
1A32

ELEVATOR
ELEV2

ELEVATOR
ELEV1
STAIR
ST1
STAIR
ST2

STORAGE
400
18'-11"
6'-10" 19'-0"
59'-1 57/128" 20'-0" 49'-1 1/32"
5 1/2" 28'-8"
18'-9 85/128"
5 1/2"
13'-4 165/256"
18'-1"
6'-0"
7'-2"
71'-6 1/2"
20'-3 1/16"
32'-3 7/16"
15'-3"
7'-0"
18'-4"
139'-9 3/256"
9'-0 253/256" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-8 3/128" 155'-11"
15'-0"11'-0"9'-0"
4'-1
1215/256"10'-0"
10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-8"

ELECTRICAL
ROOM
110
4"
135
.00°

90.00°
2'-0"
2'-0"
2'-0"
5 A42
404.44' F.F.
209'-3 165/256"
47'-5 85/128"
4 139'-9 3/256"
4 4
4 3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET
SCALE: 1/8" = 1'-0" 1 THIRD FLOOR PLAN
N

DATEREMARKS
32024-11-22PLANNINGRE
VISION3
42025-01-30PLANNINGRE
VISION
SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:

UNIT COUNT LEGEND
3 PRIMARY AND SECONDARY DRAINS.
1515
A A
Y3
Y3
G1
G1
G2
G2
B B
C CD D
E E
F F
G G
H H
I I
J J
K K
L L
M M
N N
O O
P P
Q Q
1414
1313
1212
1111
1010
99 88
77 66
55 44
33 2
2 11
Y4
1 A41
2 A41
3 A41
1 A30
2 A30
2A32
2 A31
3A32
1A32
SLOPE
1/4" PER FOOT MIN.
32'-0"
32'-0"
32'-0"
32'-0"
21'-5"
21'-5"
1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0"
4'-11215/256"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0" 10'-0"10'-0"10'-8"
139'-9 3/256"
9'-0 253/256" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-8 3/128" 155'-7215/256"
3'-0"35'-0"2'-0"
5'-0" 18'-0" 7'-0"
5 A42
301301 302
304
303
6 A43
7 A43
8 A43
A80 167
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

ROOF PLAN
A24

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET

DATEREMARKS
301 ROOF TOP UNITS302 ROOF TOP SCREEN303 ROOF DRAIN304 ROOF TOP VENT SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:LEGEND
N
SCALE: 1/8" = 1'-0" 1 ROOF PLAN

FIRST FLOOR
0"

SECOND FLOOR
10'-8"
15 THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
T.O. PARAPET
36'-6"
1 2 3 4 5 6 7 8 9 10 11 12 13 14
C A
B C
CD

THIS PORTION IS SKEWED

THIS PORTION

IS SKEWED
E C
A
E F G

FIRST FLOOR
0"

SECOND FLOOR
10'-8"
A

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"

C A E B E C A A C

THIS ELEVATION IS SKEWED THIS ELEVATION IS SKEWED
C
BASE COLOR: NEBULOUS WHITE
PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.

SECONDARY COLOR: ARGOSACCENT COLOR: CITYSCAPEACCENT COLOR: IRON ORE COLORS:

ACCENT COLOR: SILVERSMITH

ABCDEF DECORATIVE METAL SCREENG DECORATIVE GREEN SCREEN

VISION GLASSTEMPERED GLASS
ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:XXXXXXXU FACTOR = 0.28 AND SHGC = 0.28GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMIT GLASS:MATERIALS:

CORRUGATED METAL PANEL
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

ELEVATIONS
A30

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET
SCALE: 1/8" = 1'-0" 1 SOUTH EXTERIOR ELEVATIONSSCALE: 1/8" = 1'-0" 2 WEST EXTERIOR ELEVATION SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:

KEY PLAN
1 2

DATEREMARKS
32024-11-22PLANNINGRE
VISION3
3 3
3 BASE COLOR: NEBULOUS WHITE
PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.

SECONDARY COLOR: ARGOSACCENT COLOR: CITYSCAPEACCENT COLOR: IRON ORE COLORS:

ACCENT COLOR: SILVERSMITH

ABCDEF DECORATIVE METAL SCREENG DECORATIVE GREEN SCREEN

CORRUGATED METAL PANEL

FIRST FLOOR
0"

SECOND FLOOR
10'-8"
15 THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
14 13 12 11 10 9 8 7 6 5 4 3 2 1
C A
B

C C B C A
CD

THIS ELEVATION IS SKEWED

FIRST FLOOR
0"

SECOND FLOOR
10'-8"
A

THIRD FLOOR
21'-4"
T.O. PARAPET
39'-0"

A B A E A
C

THIS PORTION IS SKEWED

THIS PORTION

IS SKEWED
3 3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

ELEVATIONS
A31

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
N
10/27/2023 - SD SET

KEY PLAN
1 2
SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:

SCALE: 1/8" = 1'-0" 1 NORTH EXTERIOR ELEVATIONSCALE: 1/8" = 1'-0" 2 EAST EXTERIOR ELEVATION

DATEREMARKS
32024-11-22PLANNINGRE
VISION3
BASE COLOR: NEBULOUS WHITE
PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.

SECONDARY COLOR: ARGOSACCENT COLOR: CITYSCAPEACCENT COLOR: IRON ORE COLORS:

ACCENT COLOR: SILVERSMITH

ABCDEF DECORATIVE METAL SCREENG DECORATIVE GREEN SCREEN

CORRUGATED METAL PANEL
Y3

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
Y4
C A A
C

THIS PORTION

IS SKEWED

FIRST FLOOR
0"

SECOND FLOOR
10'-8"

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
G2 G1

E A C E B C A E A C E
D

FIRST FLOOR
0"

SECOND FLOOR
10'-8"
Y3

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
Y4
A
C
E
D
E

THIS PORTION

IS SKEWED
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

ELEVATIONS
A32

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
N
10/27/2023 - SD SET

KEY PLAN
SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:

SCALE: 1/8" = 1'-0" 2 NORTH EAST EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0" 1 NORTHWEST EXTERIOR ELEVATIONSCALE: 1/8" = 1'-0" 3 A32_SOUTH WEST EXTERIOR ELEVATION 21 3

DATEREMARKS

WOODSIDE AVE
1 2 3 4
5 6
7 8

FIRST FLOOR
0"

SECOND FLOOR
10'-8"

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
T.O. PARAPET
39'-0" -6'-0" BELOW F.F. 1ST LEVEL AVERAGE GRADE -5'-2 3/8" HALF OF BASEMENT LEVEL -5'-4" 146'-10" IS SKEWED THIS ELEVATION BELOW F.F. 1ST LEVEL -6'-0" AVERAGE GRADE -5'-2 3/8" HALF OF BASEMENT LEVEL -5'-4" 21'-9"

FIRST FLOOR
0"

SECOND FLOOR
10'-8"

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
T.O. PARAPET
39'-0" -6'-0" BELOW F.F. 1ST LEVEL AVERAGE GRADE -5'-2 3/8" HALF OF BASEMENT LEVEL -5'-4" BELOW F.F. 1ST LEVEL -6'-0" AVERAGE GRADE -5'-2 3/8" HALF OF BASEMENT LEVEL -5'-4" 146'-9" -6'-0" BELOW F.F. 1ST LEVEL AVERAGE GRADE -5'-2 3/8" HALF OF BASEMENT LEVEL -5'-4" FIRST FLOOR 0" FIRST FLOOR0" SECOND FLOOR 10'-8" SECOND FLOOR 10'-8" THIRD FLOOR 21'-4" THIRD FLOOR 21'-4" BASEMENT -10'-8"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0" T.O. PARAPET
36'-6" T.O. PARAPET
36'-6"
BELOW F.F. 1ST LEVEL -6'-0" AVERAGE GRADE -5'-2 3/8"HALF OF BASEMENT LEVEL -5'-4" 68'-3"

IS SKEWED
14'-9" THIS

ELEVATION
372.44'
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

BASEMENT ELEVATIONS
A34

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET

DATEREMARKS
32024-11-22PLANNINGRE
VISION3

EAST ELEVATION

NORTH EAST

ELEVATION

NORTH WEST

ELEVATION

SOUTH WEST

ELEVATION SOUTH ELEVATION
SCALE: 1" = 10' - 0" 1 BASMENT COVERAGE DIAGRAM

LINE OF PROPOSED GRADE
DATUM PER CITY OF SANTEE CH 13.04.

DATUM PER CBC 202.

LINE OF PROPOSED GRADE
DATUM PER CBC 202.

DATUM PER CITY OF SANTEE CH 13.04.

LINE OF PROPOSED GRADE
DATUM PER CBC 202
DATUM PER CITY OF SANTEE CH. 13.04
N
605 L.F. TOTAL BUILDING FACE.398.25 L.F. BUILDING FACE BELOW DATUM.GREATER THAN 50% OF BUILDING FACE BELOW DATUM.

LINE OF EXISTING GRADE

LINE OF EXISTING GRADE
3 CONCRETE MASONRY WALL
1HR FIRE-RESISTANCE RATEDEXTERIOR PLASTER FINISH OVER METAL STUD WALLEXTERIOR ALUMINUM COMPOSITE METAL PANEL OVER METAL STUD WALLINTERIOR NON-RATED PARTITION

FIRST FLOOR
0"

SECOND FLOOR
10'-8"

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"

PROPERTY LINE

SOUTH DRIVEWAY
50'-0"
24'- 10"
T.O. PARAPET
40'- 0"
T.O. MECHANICAL
EXIST. RESIDENTIAL BUILDING 117
6'-0118 "
119115

WOODSIDE AVENUE

SIDEWALK
PL
380.42'379.77'
383.11'372.44'393.78'404.45'422.11'
378.21'

AVERAGE GRADE
377.42'377.48'
5'-0"
5'-0"
3 3

FIRST FLOOR
0"

SECOND FLOOR
10'-8"

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"

PROPERTY LINE
SOUTH

DRIVEWAY
NORTH

DRIVEWAY
50'-0"
24'- 10"
T.O. PARAPET
EXIST. RESIDENTIAL BUILDING 117
6'-0118 "
119115

WOODSIDE AVENUE

SIDEWALK
PL
380.42'379.84'
383.11'372.44'393.78'404.45'422.11'
378.21'

AVERAGE GRADE
380.35'380.16'
5'-0"
5'-0"
3 3

FIRST FLOOR
0"

SECOND FLOOR
10'-8"

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"

PROPERTY LINE

SOUTH DRIVEWAY

PROPERTY LINE

NORTH DRIVEWAY
50'-0"
24'- 10"
T.O. PARAPET
EXIST. RESIDENTIAL BUILDING 117 118
119115
383.11'372.44'393.78'404.45'422.11'
381.75'382.00'
377.02'378.55'
378.21'
AVERAGE GRADE 5'-0"
5'-0"
3 3

WOODSIDE AVE
1 2
3 4
5 6
7 8
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

Author
SDG23-4007-00

SECTIONS
A41

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET
115 EXISTING 6' BARBWIRE FENCE117 EXISTING BROW DITCH118 PROPOSED LANDSCAPE PER LANDSCAPE PLAN119 PROPOSED RETAINING WALL SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:

NOT TO SCALE

KEY PLANWALL/ PARTITION LEGEND

DATE REMARKS
3 2024-11-22 PLANNING REVISION 3
0 5' 10' 20' 50'
1"=10'
SCALE: 1" = 10'-0"
1 BUILDING SECTION
SCALE: 1" = 10'-0"
2 BUILDING SECTION
SCALE: 1" = 10'-0"
3 BUILDING SECTION
0 5' 10' 20' 50'
1"=10'
0 5' 10' 20' 50'
1"=10'
ELEVATION 5'-0" FROM FACE OF BUILDING
***

ELEVATION NOTE

FIRST FLOOR
0"

SECOND FLOOR
10'-8"
15 THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14
CONCRETE MASONRY WALL1HR FIRE-RESISTANCE RATEDEXTERIOR PLASTER FINISH OVER METAL STUD WALLEXTERIOR ALUMINUM COMPOSITE METAL PANEL OVER METAL STUD WALLINTERIOR NON-RATED PARTITION

WOODSIDE AVE
1 2 3 4
5 6
7 8

PROPERTY LINE
EXIST. RESIDENTIAL

BUILDING
EXIST. STORAGE

BUILDING
117
6'-0118 "
115
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

SECTIONS
A42

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET
SCALE: 1/8" = 1'-0" 5 BUILDING SECTION
115 EXISTING 6' BARBWIRE FENCE117 EXISTING BROW DITCH118 PROPOSED LANDSCAPE PER LANDSCAPE PLAN SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:

NOT TO SCALE

KEY PLANWALL/ PARTITION LEGEND

DATEREMARKS
0 5' 10' 20' 50'
1"=10'
SCALE: 1" = 10'-0" 4 BUILDING SECTION 0 5' 10' 20' 50' 1"=10'

FIRST FLOOR
0"

SECOND FLOOR
10'-8"

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
383.11'372.44'393.78'404.45'422.11'

WOODSIDE AVENUE

SIDEWALK
PL
PL

EXISTING BUILDING
115
378.21'

AVERAGE GRADE
379.81'380.42'
117
382.84'382.81'
5'-0"
5'-0"

FIRST FLOOR
0"

SECOND FLOOR
10'-8"

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
383.11'372.44'393.78'404.45'422.11'

WOODSIDE AVENUE

SIDEWALK
PL
PL
115
378.21'

AVERAGE GRADE
379.66'380.42'
382.51'282.39'
117
119
5'-0"
5'-0"

FIRST FLOOR
0"

SECOND FLOOR
10'-8"

THIRD FLOOR
21'-4"

BASEMENT
-10'-8"
T.O. PARAPET
39'-0"
383.11'372.44'393.78'404.45'422.11'

WOODSIDE AVENUE

SIDEWALK
PL
PL
115
378.21'

AVERAGE GRADE
372.31'372.44'
374.65'374.63'
117
119
5'-0"
5'-0"
CONCRETE MASONRY WALL1HR FIRE-RESISTANCE RATEDEXTERIOR PLASTER FINISH OVER METAL STUD WALLEXTERIOR ALUMINUM COMPOSITE METAL PANEL OVER METAL STUD WALLINTERIOR NON-RATED PARTITION

WOODSIDE AVE
1 2
3 4
5 6
7 8
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

SECTIONS
A43

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET

DATE REMARKS
3 2024-11-22 PLANNING REVISION 3
SCALE: 1" = 10'-0"
6 Site Section 15L
SCALE: 1" = 10'-0"
7 Site Section 15A
SCALE: 1" = 10'-0"
8 Site Section 3A
115 EXISTING 6' BARBWIRE FENCE117 EXISTING BROW DITCH119 PROPOSED RETAINING WALL SEE SHEET A010 FOR GENERAL NOTESKEYNOTES:

NOT TO SCALE

KEY PLANWALL/ PARTITION LEGEND
ELEVATION 5'-0" FROM FACE OF BUILDING
***

ELEVATION NOTE
3 4
"8'-0".
4' -0"+
4"
NOTE:ALL GATE & FRAME SURFACESTO HAVE PAINTED FINISH.2" X 2" X 3/16" ANGLE FRAMETS 2 X 2 X .120 GATE BACK SUPPORT1/2" DIA. HORIZONTAL CANEBOLT GATE LOCK22 GA. GALV. STEEL DECK PROFILE "B" W/ 4" RIB SPACING1/2" DIA. VERTICAL CANEBOLT WITH STEEL SLEEVE AT SLAB PLACED ON BACK OF GATES 4".

COLUMN PER STRUCTURALPAINTED TO MATCH BUILDING, METAL SCREEN, 5 MM MAX. OPENINGS 4" x 4" HEAVY DUTY BUTTHINGE, (4) TYP. AT EACH JAMBCOLUMN PER STRUCTURALSTEEL GATE FRAME w/ 20 GA. METAL DECK INFILL NOTE:GATE IS ALL WELDEDCONSTRUCTION - GRIND ALLBURRS SMOOTH PRIOR TOPRIME AND PAINT.NOTE:ALL EXPOSED STEEL TO BE GALVANIZED, PRIMED & PAINTED STEEL GATE, PRIMED & PAINTEDHSS COLUMNPER STRUCT.

SLOPE 1/4"
PER FT. MIN.

STEEL DECK PER STRUCT'L. ATTACH TO STEEL FRAMING PER STRUCT'L. PLANSWALL BELOW

HSS PER STRUCTURAL
SLOPED HSS PER STRUCT'L.HSS PER STRUCTURAL
HSS COLUMNPER STRUCT.

SLOPE 1/4"
PER FT. MIN.

HSS PER STRUCTURALHSS PER STRUCTURAL
3 A80
1'-0"
1'-0"
TRASH & RECYCLE BINS. VERIFY SIZE WITH LOCAL JURISDICTION

PAINTED STEEL GATE

COORDINATE

WITHSTRUCTURAL
8'-0"
A80
6 A80
5 3
A80

SPLIT FACE CMU WALL

COORDINATE WITH STRUCTURAL
21'-3 1/2"
SLOPE 1/8"
PER FT. MIN.
4'-0" 4'-0"
22'-3 1/2"
9'-0"

HSS COLUMN

PER STRUCTURAL

WALL PER PLAN

CONCRETE CURB
FINISH SURFACE.STEEL DECK PER
STRUCT. DRAWINGS
4"
6"
SLOPE 1/4" PER FT. MIN.
8'-0"2'-0"
1'-0" 1'-0"

PAINTED TO MATCH

BUILDING METAL SCREEN,
5 MM MAX. OPENINGS.
10'-4"
3 HEAVY DUTY BUTT HINGE,
(4) TYP. AT EACH JAMB.

STEEL GATE FRAME w/ 20
GA. METAL DECK INFILL

WALL PER PLAN
NOTE:GATE IS ALL WELDEDCONSTRUCTION - GRIND ALLBURRS SMOOTH PRIOR TOPRIME AND PAINT.NOTE:ALL EXPOSED STEEL TO BE GALVANIZED, PRIMED & PAINTED

COLUMN PER STRUCTURAL

BUILDING A DEMO BUILDING B DEMO BUILDING C DEMO BUILDING D DEMO 12'-0"
12'-0"
12'-0"
12'-0"

EXISTING STORAGE TO REMAIN EXISTING STORAGE TO REMAIN EXISTING STORAGE TO REMAIN EXISTING STORAGE TO REMAIN 12'-0"
12'-0"
12'-0"
12'-0"

BUILDING A NEW PLASTER WALL TO MATCH EXISTING BUILDING B NEW PLASTER WALL TO MATCH EXISTING BUILDING C NEW PLASTER WALL TO MATCH EXISTING BUILDING D NEW PLASTER WALL TO MATCH EXISTING 12'-0"
12'-0"
12'-0"
12'-0"
1 1/2" X 1 1/2" X 14 GA.TUBE STEEL RAILS
2" X 2" X 11 GA. STEELPOST AT 8'-0" 0.C. MAX.SPACING.3/4" SQ. X 16 GA. W.I.PICKETS SET 4 3/4" O.C. 1'-6" DIA. X 2'-0" DEEPCONC. FOOTING
4"
6'-0"
1'-0"
18" Ø x 2'-0" DEEPCONCRETE JAMB POSTGATE JAMB POSTFOOTINGS.

CONCRETE WALK
4" SQ. STEEL TUBE JAMBS AT GATE
6" x 18" x 3/16" STEELPLATES TO RECEIVE GATEHARDWARE AND FUTURE ELECT.STRIKE/ INTERCOM/ CARD READER SEE OTHER DETAILS FORTYP. FENCE CONSTRUCTION
T.O. FENCE
+6'-0"
T.O. STEEL PLATE
+4'-0"
FIN.GRADE
+0'-0"
PUSH/ PULL HARDWARE W/ SELFCLOSER PER DOOR SCHEDULE MIN. CLR. 3'-0" 3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

DETAILS
A80

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET

DATEREMARKS
32024-11-22PLANNINGRE
VISION3
42025-01-30PLANNINGRE
VISION
SCALE: 1/2" = 1'-0" 4 TRASH ENCLOSURE GATE
SCALE: 3" = 1'-0" 5 TRASH GATE JAMB AT STEEL POST
SCALE: 1/4" = 1'-0" 2 TRASH ENCLOSURE ROOF PLANSCALE: 1/4" = 1'-0" 1 TRASH ENCLOSURE PLANSCALE: 1/4" = 1'-0" 3 TRASH ENCLOSURE SECTION SCALE: 3" = 1'-0" 6 TRASH GATE JAMB AT WALL
SCALE: 1/8" = 1'-0" 16 EXISTING BUILDINGS WESTSCALE: 1/8" = 1'-0" 15 EXISTING BUILDINGS EASTSCALE: 1/8" = 1'-0" 17 PROPOSED BUILDINGS WEST 3 SCALE: 1/2" = 1'-0" 7 ORNAMENTAL FENCESCALE: 1/4" = 1'-0" 8 ORNAMENTAL GATE 3 3
4 EXISTING STORAGE TO BE DEMOLISHED EXISTING STORAGE TO REMAIN 12'-0"

EXISTING STORAGE TO BE DEMOLISHED EXISTING STORAGE TO REMAIN 12'-0"

EXISTING STORAGE TO REMAIN EXISTING STORAGE TO BE DEMOLISHED 12'-0"

EXISTING STORAGE TO REMAIN EXISTING STORAGE TO BE DEMOLISHED 12'-0"
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:DRAWN BY.:PA/PM:

DETAILS
A81

EXTRA SPACE STORAGE
SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071
10/27/2023 - SD SET

DATEREMARKS
42025-01-30PLANNINGRE
VISION
SCALE: 1/8" = 1'-0" 1 BUILDING A SOUTHSCALE: 1/8" = 1'-0" 2 BUILDING B SOUTHSCALE: 1/8" = 1'-0" 3 BUILDING C SOUTHSCALE: 1/8" = 1'-0" 4 BUILDING D SOUTH SCALE: 1/8" = 1'-0" 6 BUILDING B NORTHSCALE: 1/8" = 1'-0" 5 BUILIDNG A NORTH SCALE: 1/8" = 1'-0" 7 BUILDING C NORTH
SCALE: 1/8" = 1'-0" 8 BUILDING D NORTH
4 MWS 8-8 R WM SD MWS 4-17 1+00 0+00 2+00 3+00 4+00
5+00
6+00
6+08
375 375 380 380 371 372 372
373 373
374 374
376 376 377 377 378 378 379 379 381
381 382 382
383 383
WOODSIDE AVE 10835 WOODSIDE AVE. EXISTING BLDG. EXISTING BLDG. EXISTING BLDG. EXISTING BLDG. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) **** * * * PROPOSED PLANT PALETTE TREESSYMBOL BOTANICAL NAME COMMON NAME SIZE / FORM HT. X SPRD. X CAL. (MIN.) WATER USE DESCRIPTION / MAX. MATURE SIZE LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX STD. 10'H X 4'W X 1-1/4" CAL M ACCENT TREE (25'H X 25'W) PINUS ELDARICA MONDELL PINE 24" BOX STD. 10'H X 5'W X 1-1/4" CAL L SCREENING TREE (80H X 25'W) RHUS LANCEA AFRICAN SUMMAC 24" BOX / STD. 10'H X 4' W X 1-1/4" CAL. L STREET TREE (30'H X 35'W) PROPOSED PLANT PALETTE SHRUBS, GRASSES, & GROUNDCOVERS SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER USE DESCRIPTION CAREX DIVULSA BERKELEY SEDGE 1 GAL. 24" O.C. L ORNAMENTAL GRASS DIANELLA 'LITTLE REV' LITTLE REV FLAX LILY 1 GAL. 24" O.C. L UPRIGHT ACCENT HESPERALOE 'BRAKELIGHTS' BRAKELIGHTS YUCCA 5 GAL. 36" O.C. VL UPRIGHT ACCENT JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL. 24" O.C. L MODULAR WETLAND PLANT LANTANA 'NEW GOLD' NEW GOLD LANTANA 5 GAL. 36" O.C. VL FLOWERING LOW SHRUB OLEA 'MONTRA' LITTLE OLLIE 5 GAL. 48" O.C. L LARGE SHRUB PODOCARPUS GRACILIOR FERN PINE 15 GAL. 60" O.C. M LARGE SCREENING HEDGE RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 36" O.C. L EVERGREEN SHRUB SALVIA GREGGII AUTUMN SAGE 5 GAL. 36" O.C. L FLOWERING SHRUB WESTRINGIA 'WYNYABBIE GEM' COAST ROSEMARY 5 GAL. 36" O.C. L EVERGREEN HEDGE NON-IRRIGATED HYDROSEED MIX S & S SEEDS - BASIC NATIVE EROSION CONTROL MIX HYDROSEED LBS. PER ACRE NATIVE SEED MIX BROMUS CARINATUS 'CUCAMONGA' CUCAMONGA BROME 20 L FESTUCA MICROSTACHYS SMALL FESCUE 8 L TRIFOLIUM CILIATUM FOOTHILL CLOVER 4 L WATER USE KEY: VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF SANTEE. EXISTING PLANT SCHEDULE TREESSYMBOL BOTANICAL NAME COMMON NAME COMMENTS WASHINGTONIA ROBUSTA MEXICAN FAN PALM -- NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE. SHEET NORTH PLANNING SUBMITTAL 10835 Woodside Ave, Santee, CA 92071 LAX21-0176-00 01.29.2025 Schematic Design Renewal Date Signature IA NR FO OF CALI ETATS TCEIT HCRA PE NDSCA LA DESNECI L Date TRAVI EBBER A462 L 4 S T PRELIMINARY LANDSCAPE PLAN L1.1 LEGEND EXISTING SIDEWALK TO REMAIN EXISTING BROW DITCH. EXISTING TREES TO REMAIN EXISTING STORAGE BUILDINGS TO REMAIN EXISTING FENCE TO REMAIN PROPOSED PEDESTRIAN GATE PROPOSED LOW WATER LANDSCAPE PROPOSED RETAINING WALL NATURAL GRAY CONCRETE PAVING TRASH ENCLOSURE PARKING LOT TREE ACCENT TREE SCREENING SHRUBS PROPERTY LINE PROPOSED VEHICULAR GATE PER ARCHITECT'S PLANS SCREENING TREE NON-IRRIGATED HYDROSEED AREA 1234567891011121314 1 15 1 1 3 7 8 14 14 8 14 9 9 3 9 13 13 16 6 14 14 15 14 14 5 10 17 17 17 44 44 7 7 7 5 2 5 2 5 5 6 11 11111111 12 1617 STATEMENT OF COMPLIANCE I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. TRAVIS EBBERT, LANDSCAPE ARCHITECT RLA #4624 DATE 01-29-2025 2 7 2 17 15 7 13 MWS 8-8 R WM SD MWS 4-17 LOW POINT LOW POINT 376.721 FL 371.751 FL 370.79 1+00 0+00 2+00 3+00 4+00 5+00
6+00
6+08
375 375 380 380 371 372 372
373 373
374 374
376 376 377 377 378 378 379 379 381
381 382 382
383 383
WOODSIDE AVE 10835 WOODSIDE AVE. EXISTING BLDG. EXISTING BLDG. EXISTING BLDG. EXISTING BLDG. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) **** * * * PROPOSED PLANT PALETTE TREESSYMBOL BOTANICAL NAME COMMON NAME SIZE / FORM HT. X SPRD. X CAL. (MIN.) WATER USE DESCRIPTION / MAX. MATURE SIZE QTY. LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX STD. 10'H X 4'W X 1-1/4" CAL M ACCENT TREE (25'H X 25'W) 8 PINUS ELDARICA MONDELL PINE 24" BOX STD. 10'H X 5'W X 1-1/4" CAL L SCREENING TREE (80H X 25'W) 5 RHUS LANCEA AFRICAN SUMMAC 24" BOX / STD. 10'H X 4' W X 1-1/4" CAL. L STREET TREE (30'H X 35'W) 6 PROPOSED PLANT PALETTE SHRUBS, GRASSES, & GROUNDCOVERS SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER USE DESCRIPTION QTY. CAREX DIVULSA BERKELEY SEDGE 1 GAL. 24" O.C. L ORNAMENTAL GRASS 445 DIANELLA 'LITTLE REV' LITTLE REV FLAX LILY 1 GAL. 24" O.C. L UPRIGHT ACCENT 180 HESPERALOE 'BRAKELIGHTS' BRAKELIGHTS YUCCA 5 GAL. 36" O.C. VL UPRIGHT ACCENT 78 JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL. 24" O.C. L MODULAR WETLAND PLANT 22 LANTANA 'NEW GOLD' NEW GOLD LANTANA 5 GAL. 36" O.C. VL FLOWERING LOW SHRUB 242 OLEA 'MONTRA' LITTLE OLLIE 5 GAL. 48" O.C. L LARGE SHRUB 18 PODOCARPUS GRACILIOR FERN PINE 15 GAL. 60" O.C. M LARGE SCREENING HEDGE 118 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 36" O.C. L EVERGREEN SHRUB 175 SALVIA GREGGII AUTUMN SAGE 5 GAL. 36" O.C. L FLOWERING SHRUB 30 WESTRINGIA 'WYNYABBIE GEM' COAST ROSEMARY 5 GAL. 36" O.C. L EVERGREEN HEDGE 125 NON-IRRIGATED HYDROSEED MIX S & S SEEDS - BASIC NATIVE EROSION CONTROL MIX HYDROSEED LBS. PER ACRE NATIVE SEED MIX BROMUS CARINATUS 'CUCAMONGA' CUCAMONGA BROME 20 L FESTUCA MICROSTACHYS SMALL FESCUE 8 L TRIFOLIUM CILIATUM FOOTHILL CLOVER 4 L WATER USE KEY: VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF SANTEE. DENOTES SOIL SAMPLE LOCATION - REFER TO PLANTING NOTE '9' FOR ADDITIONAL INFORMATION. LANDSCAPE TABULATIONS: ZONE: GENERAL COMMERCIAL GROSS LOT SIZE: 122,244 S.F./ 2.80 AC PROVIDED SITE LANDSCAPE AREA: 12,912 S.F.(10%) PROVIDED PARKING AREA: 21,644 S.F. REQUIRED PARKING LANDSCAPE AREA: 2,164 SF. (10%) PROVIDED PARKING LANDSCAPE AREA: 3,045 SF. (14%) PARKING LOT TREES REQUIRED (1 PER 3 STALLS): 6 PARKING LOT TREES PROVIDED (1 PER 3 STALLS): 7 PROVIDED PARKING AREA PROVIDED PARKING LANDSCAPE AREA PARKING LOT TREE * EXISTING PLANT SCHEDULE TREESSYMBOL BOTANICAL NAME COMMON NAME COMMENTS WASHINGTONIA ROBUSTA MEXICAN FAN PALM -- NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE. SHEET NORTH PLANNING SUBMITTAL 10835 Woodside Ave, Santee, CA 92071 LAX21-0176-00 01.29.2025 Schematic Design Renewal Date Signature IA NR FO OF CALI ETATS TCEIT HCRA PE NDSCA LA DESNECI L Date TRAVI EBBER A462 L 4 S T PRELIMINARY PLANTING PLAN L2.1 STATEMENT OF COMPLIANCE I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. TRAVIS EBBERT, LANDSCAPE ARCHITECT RLA #4624 DATE 07-16-2024 SHEET PLANNING SUBMITTAL 10835 Woodside Ave, Santee, CA 92071 LAX21-0176-00 01.29.2025 Schematic Design Renewal Date Signature IA NR
FO
OF

CALI ETATS

TCEIT HCRA
PE
ND
S
CA
LA
DESNECI L Date

TRAVI E
BBE
R
A462
L
4 S
T PLANTING IMAGERY L3.1

LANTANA 'NEW GOLD' / NEW GOLD LANTANA

CAREX DIVULSA / BREKELEY SEDGE

DIANELLA 'LITTLE REV' / LITTLE REV FLAX LILY

PLANT MATERIAL - SHRUBS PLANT MATERIAL - TREES

HESPERALOE 'BRAKELIGHTS' / BREAKINGLIGHTS YUCCA

OLEA 'MONTRA' / LITTLE OLLIE

LAGERSTROEMIA INDICA / CRAPE MYRTLE

PINUS ELDARCIA / MONDELL PINE

RHAPHIOLEPIS INDICA 'CLARA' / INDIAN HAWTHORN

SALVIA GREGGII / AUTUMN SAGE

WESTRINGIA 'WYNYABBIE GEM' / COAST ROSEMARY

RHUS LANCEA / AFRICAN SUMMAC

PODOCARPUS GRACILIOR / FERN PINE
S87°13'15"E 326.80'
S08°03'33"W 239.36' S88°14'05"E 611.40'
S47°09'26"W 392.48'
S42°50'34"E 44.83'

WOODSIDE
AVENUE
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN
EX. 8" ACP WATER
PER DWG. WS-2196
EX. NATURAL GAS
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
A
A
A
C
A
A
D
D
D
D
D
A
A
A
A
A
A
A PROPERTY LINE (TYP.) LIMITS OF DEMOLITION (TYP.) LIMITS OF DEMOLITION (TYP.) LIMITS OF DEMOLITION (TYP.) EX. 8" VCP SEWER EX. 12" HDPE STORM TO BE REMOVED AND REPLACED EX. 18" STORM DRAIN EX. CULVERT EX. 48" CCP WATER PER DWG. WS-2196 BELL MANHOLE C WATER METER & BACKFLOW EX. BUILDING EX. BUILDING EX. BUILDING EX. BUILDING TREE (TYP.) TREE (TYP.) FENCE (TYP.) FENCE (TYP.) FENCE (TYP.) LIGHT CONCRETE (TYP.)
CONCRETE (TYP.)
CURB (TYP.)
BERM (TYP.)
BERM (TYP.) LIGHT CONCRETE (TYP.) WALL (TYP.) WALL (TYP.) LIGHT ELECTRIC LINE (TYP.) SEWER MANHOLE SEWER CLEANOUT ELECTRIC LINE (TYP.) WATER LINE (TYP.) SEWER LINE (TYP.) ELECT. (TYP.) ELECTRIC LINE (TYP.) GRAVEL LOT GRAVEL LOT ASHPALT ASHPALT ASHPALT ASHPALT ASHPALT ASHPALT ASHPALT ASHPALT ASHPALT AC BERM AC BERM FIRE HYDRANT C ELECT. (TYP.)
C ELECTRIC LINE (TYP.)
C ELECT. BOX
C 11 11 15 16 DEMOLITION NOTES EXISTING TO BE REMOVED EXISTING SEWER LATERAL TO BE ABANDONED AT PL DRY UTILITY DEMOLITION PER DRY UTILITY PLAN (SHOWN FOR REFERENCE ONLY) EXISTING TO REMAIN EXISTING TO BE REMOVED AND RELOCATED ABC
D
E
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. 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 WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:3911 sorrento valley blvd. suite 120
san diego, ca 92121
p 858.638.7277
waremalcomb.com

C I V I L E N G I N E E R I N G

EXTRA SPACE STORAGE - SANTEE
10835 WOODSIDE AVENUE
SANTEE, CALIFORNIA 92071 SDG23-4007
6 2024-03-01 1ST CUP SUBMITTAL
2024-05-23 2ND CUP SUBMITTAL
2024-09-30 3RD CUP SUBMITTAL
2025-01-30 4TH CUP SUBMITTAL
NOT FOR CONSTRUCTION01/30/25

REGISTERED PROFES

SIONAL ENGINEER
ST

C I V I L
ATE
OF C
A LIFORNIA No. 72588
LUCAS
A. CORSB IE
0 SCALE: 1" = 10 20 40 20'
W:\SDG\23\4007\00\Civil\Sheets\SDP\SDG23-4007_C1.0 - Demolition Plan.dwg 1/30/2025 9:50 AM LSALAZAR

DEMOLITION PLAN
1 C1.0 EXISTING LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL 1 OF PARCEL MAP NO. 3197, IN THE CITY OF SANTEE, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 7, 1974, AS FILE NO. 74-295673 OF OFFICIAL RECORDS. FOR CONVEYANCING PURPOSES ONLY: APN 384-120-46-00 DEMOLITION LEGEND DESCRIPTION PROPERTY LINE RIGHT OF WAY LIMIT OF DEMOLITION FOUND SURVEY MONUMENT EX. WATER EX. STORM DRAIN EX. SANITARY NOTES 1) ALL EXISTING UTILITIES, SURFACE IMPROVEMENTS, FOOTINGS AND RETAINING WALLS WITHIN PROPERTY LINE SHALL BE DEMOLISHED AND REMOVED UNLESS OTHERWISE NOTED. 2) ALL EXISTING STREET SIGNS AND LIGHTS LOCATED IN THE PUBLIC RIGHT OF WAY SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE DEVELOPMENT SERVICE DEPARTMENT. 3) CONTRACTOR TO PROPERLY DEMO/DISCONNECT ALL UTILITIES FROM THE BUILDING. 4) DRY UTILITIES SHOWN FOR REFERENCE ONLY, REFER TO DRY UTILITY PLAN. BASIS OF BEARINGS BEARINGS ARE REFERENCED TO GRID NORTH AS DEFINED BY THE CALIFORNIA SYSTEM 1983, ZONE 6 AND ARE BASED ON THE CALCULATED LINE FROM POINT "2115" TO POINT "2163" OF SAN DIEGO COUNTY RECORD OF SURVEY 11252. SAID BEARING IS N32°00'56"E BENCHMARK ELEVATIONS SHOWN HEREON ARE EXPRESSED IN US SURVEY FEET AND BASED ON THE RECORD OF SURVEY NOTED ABOVE WITH VALUES BEING EXPRESSED IN THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929) AND DERIVED FROM GPS OBSERVATIONS CONSTRAINED TO CONTROL POINT "2163", HAVING A PUBLISHED ELEVATION OF: 360.18'. TOPOGRAPHIC SOURCE PARADIGM GEOSPATIAL INC. 16772 W. BERNARDO DR. SAN DIEGO, CA 92127 TOPOGRAPHIC SOURCE WAS PREPARED THROUGH FIELD SURVEY DATED 9/21/2023 TOPOGRAPHY WAS GATHERED BY AERIAL PHOTOGRAPHY METHODS BY AEROTECH MAPPING INC. ON 9/6/2023 EXISTING EASEMENTS ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED JULY 03, 1962 AS INSTRUMENT NO. 112865 OF OFFICIAL RECORDS. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED MAY 28, 1974 AS INSTRUMENT NO. 74-138520 OF OFFICIAL RECORDS. AN EASEMENT FOR WATER AND SEWER LINES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AUGUST 22, 1974 AS INSTRUMENT NO. 74-228799 OF OFFICIAL RECORDS. 111516 R
MWS 8-8
WM
SD
MWS 4-17
S87°13'15"E 326.80'
S08°03'33"W 239.36' S88°14'05"E 611.40'
S47°09'26"W 392.48'
S42°50'34"E 44.83' EX. GAS MAIN TO REMAIN

51.00'

59.00'

WOODSIDE
AVENUE
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN
380
372
374
376
378
382
375
380
371
372
373
374
376
377
378
379
375
380
374
376
378
382 383 1.1%

3.1%

1.4% 6.9%

8.4%

1.4% 1.7%

2.2%

1.6%

2.1%

3.8%

4.7%

11.7%

7.7%

13.6%

12.5%
SEWER EASEMENT PROPOSED 20' FOR FUTURE USE

FOR PADRE DAM
110.00'

9.92'

41.08'

30.00' 19.00' (TYP.)

9.00'
(TYP.)

25.00' 9.00' 19.00' (TYP.)

9.00'
(TYP.)

30.00'

19.00'

5.00'

9.00' 372.29 TC 371.79 FS 371.92 TC 371.42 FS 372.38 TC 371.88 FS 372.43 TC 371.93 FS 372.68 FS 372.86 FS 380.18 FS 382.00 FS 383.11 FS 382.90 FS 382.04 FS 380.83 FS 382.60 TG 382.34 TG 381.99 TG 382.28 TG 382.56 TG 383.12 FS 383.68 FS 383.48 FS 383.05 FS 383.14 FS 382.65 FS 382.59 FSLIMITS OF GRADING (TYP.) LIMITS OF GRADING (TYP.) PL (381.81) FS MATCH EX. (382.13) FS MATCH EX. (382.42) FS MATCH EX. (381.52) FS MATCH EX. (382.70) FS MATCH EX. (383.25) FS MATCH EX. (383.14) FS MATCH EX. (383.50) FS MATCH EX. 380.55 TC 380.05 FS 375
374
376377378379 (385)
(390)
(395)
(375)
(380)
(375)
(375)
(375)
(380)
(380) 379.8' TW 372.8' FS 380.2' TW 372.7' FS 389.4' TW 382.8' FS 386.1' TW 383.0' FS 387.7' TW 383.2' FS 382.68 FL 382.57 FL 382.09 FL PROPOSED BUILDING FLOOR LEVEL FF=372.44 1ST FLOOR FF=383.11 375.98 TC 375.48 FS 377.69 FS 377.66 TS 2 2
1 1
4 4
4 4
66 25.00'

25.00'
3 9

8.2% 381.38 FS

7.5%

30.30' 372.66 RIM 26.00' 26.00'
9 9
9 9 371.11 BS
7 5
5 7
EX. 18" STORM DRAIN EX. 8" ACP WATER MAIN PER DWG. WS-2196 EX. 48" CCP TRANSMISSION WATER MAIN PER DWG. WS-2196 382.41 FS

47.0%

45.7% EX. TELEPHONE MANHOLE TO BE RELOCATED FROM GUTTER FLOWLINE. 382.09 FS

1.7% 371.75 TC 371.25 FS

3.2%

1.5%

2.6%

3.5%

1.3%

1.8% 383.11 FS383.11 FS 373.19 FS 372.44 FS 372.44 FS 372.44 FS 372.38 FS

1.4%

1.5%

4.6% 371.73 TC 371.23 FS

4.0%
2 2
2 1
6 (11) 7.25" RISERS370.99 FS 370.80 FS

1.7%

13.6% 377.7' TW 371.1' BW 377.6' TW 374.6' BW
BC3.0
CC3.0
AC3.0 45.9%

2.0%

1.7% 380.33 FS 380.33 FS 11 11 15 16
2 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. 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 WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:3911 sorrento valley blvd. suite 120
san diego, ca 92121
p 858.638.7277
waremalcomb.com

C I V I L E N G I N E E R I N G

REGISTERED PROFES

SIONAL ENGINEER
ST

C I V I L
ATE
OF C
A LIFORNIA No. 72588
LUCAS
A. CORSB IE
0 SCALE: 1" = 10 20 40 20'
W:\SDG\23\4007\00\Civil\Sheets\SDP\SDG23-4007_C2.0 - Conceptual Grading Plan.dwg 1/30/2025 9:50 AM LSALAZAR

CONCEPTUAL GRADING PLAN
2 C2.0 CONSTRUCTION NOTES 6" CURB AND GUTTER PER SDRSD G-02 6" CURB PER SDRSD G-01 TRASH ENCLOSURE (6'X24.67') SEE PAVEMENT LEGEND FOR PAVEMENT RECOMMENDATIONS 3' WIDE VALLEY GUTTER PER DETAIL "D" ON SHEET C3.0 COMMERCIAL CONCRETE DRIVEWAY PER CITY OF SANTEE DWG. NO. PW-38 SEE PAVEMENT LEGEND ON THIS SHEET FOR PAVEMENT RECOMMENDATIONS PEDESTRIAN CONCRETE HARDSCAPE STAIRS WITH HANDRAILS PER LANDSCAPE ARCHITECT ENGINEERED RETAINING WALL 123456789 NOTE: REFER TO SHEET 4 FOR UTILITY INFORMATION EARTHWORK QUANTITIES TOTAL SITE AREA: 2.81 [ACRES] GRADED AREA: 1.28 [ACRES] CUT QUANTITIES: 8,100 [CYDS] FILL QUANTITIES 200 [CYD] IMPORT/EXPORT 7,900 [CYD (CUT)] MAX. CUT DEPTH ______ [FT] MAX CUT SLOPE RATIO (2:1 MAX) _____ MAX. FILL DEPTH ______ [FT] MAX FILL SLOPE RATIO (2:1MAX) _____ PAVEMENT TYPE NOTE: CONTRACTOR TO REFER TO THE GEOTECHNICAL REPORT FOR PAVEMENT DESIGN AND SUBGRADE REQUIREMENTS. AC LIGHT DUTY AC HEAVY DUTY HEAVY DUTY PCC USE TRAFFIC INDEX PAVEMENT THICKNESS BASE MATERIAL SYMBOL PARKING STALLS DRIVE AISLE TRASH ENCLOSURE 5.0 7.0 - 3.0 IN. 4.0 IN. 6.5 IN. 5.5 IN. CLASS 2 BASE 9.5 IN. CLASS 2 BASE - COORDINATES ARE REFERENCED TO THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM 1983 PROJECTED TO GROUND COORDINATES, CONSTRAINED TO "RECORD OF SURVEY 11252" AS RECORDED WITH THE COUNTY OF SAN DIEGO. REFERENCE STATION(S). THE PUBLISHED COORDINATE VALUES FOR THOSE STATIONS ARE BELOW: "2115" - NORTHING: 1885034.355 EASTING: 6341615.789 "2163" - NORTHING: 1887622.938 EASTING: 6343234.293 BEARINGS ARE REFERENCED TO GRID NORTH AS DEFINED BY THE CALIFORNIA COORDINATE SYSTEM 1983, ZONE 6 AND ARE BASED ON THE CALCULATED LINE FROM POINT “2115” TO POINT “2163” OF SAN DIEGO COUNTY RECORD OF SURVEY 11252. SAID BEARING IS N32°00'56”E. ELEVATIONS SHOWN HEREON ARE EXPRESSED IN US SURVEY FEET AND BASED ON THE RECORD OF SURVEY NOTED ABOVE. WITH VALES BEING EXPRESSED IN THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) AND DERIVED FROM GPS OBSERVATIONS CONSTRAINED TO CONTROL POINT "2163", HAVING A PUBLISHED ELEVATION OF: 360.18'. BASIS OF COORDINATES BASIS OF BEARINGS BENCHMARK PAVING LEGEND S PROPERTY LINE RIGHT OF WAY PROPOSED EASEMENT CENTERLINE CONTOUR LINE STORM DRAIN WATER LINE SEWER LINE ELECTRICAL LINE CATV GAS MAIN SEWER MANHOLE FIRE HYDRANT ELECTRICAL VAULT LIGHT POLE EXISTING SURVEY MONUMENT LEGEND PROPOSED IMPROVEMENTS ITEM STANDARD DWGS. SYMBOL EXISTING IMPROVEMENTS ITEM SYMBOL 370.00 FS 370(370) MWS 8-8 SPOT ELEVATION CONTOUR LINE 6" TYPE 'G' CURB & GUTTER SDRSD G-02 GRADE BREAK LIMITS OF GRADING RETAINING WALL SDRSD C-11A STORM DRAIN CATCH BASIN (SIZE PER PLAN) SDRSD D-08 STORM DRAIN CLEANOUT SDRSD D-09 MODULAR WETLAND SYSTEM (MWS) UNDERGROUND DETENTION SEWER LATERAL W/CLEANOUT 6" PVC FIRE SERVICE WATER SERVICE TREES WM MWS 4-17 EXISTING EASEMENTS ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED JULY 03, 1962 AS INSTRUMENT NO. 112865 OF OFFICIAL RECORDS. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED MAY 28, 1974 AS INSTRUMENT NO. 74-138520 OF OFFICIAL RECORDS. AN EASEMENT FOR WATER AND SEWER LINES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AUGUST 22, 1974 AS INSTRUMENT NO. 74-228799 OF OFFICIAL RECORDS. 111516 380 380 9+50 10+00 380 390 380 390 9+50 10+00 390 400 390 400 9+50 10+00 EX. GRADE PROP. GRADE PROP. GRADEEX. GRADE EX. GRADE PL EX. FENCE TO REMAIN 10.0' PROP. RETAINING WALL SITE SITE PL EX. FENCE TO REMAIN PROP. GRADE PROP. RETAINING WALL SITE PL EX. FENCE TO REMAIN PROP. RETAINING WALL 10.0' 16.2' TOP OF VAULT: 73.30 5.73' 5.1' THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. 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 WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:3911 sorrento valley blvd. suite 120
san diego, ca 92121
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W:\SDG\23\4007\00\Civil\Sheets\SDP\SDG23-4007_C3.0 - Details.dwg 1/30/2025 9:50 AM LSALAZAR

DETAILS
3 C3.0 41.0' 5.1' TYPICAL STREET SECTION - WOODSIDE AVENUE N.T.S 110.0' PROPOSED PROJECT SITE R/W CL W
E R/W (2.0%) (2.0%) EX. SIDEWALK 1.5% EX. CURB & GUTTER EX. LANDSCAPE EX. LANDSCAPE EX. SIDEWALK 10.0' 5.5' 41.0' EX. CURB & GUTTER 2.3' WALL 1.5% EX. CURB EX. CURB 32.0' 32.0' SECTION A SCALE: Hor: 1" = 20' SCALE: Vert: 1" = 5' SECTION B SCALE: Hor: 1" = 20' SCALE: Vert: 1" = 5' SECTION C SCALE: Hor: 1" = 20' SCALE: Vert: 1" = 5' EX. MEDIAN 1 PVT. 3' WIDE PCC RIBBON GUTTER
2 BMP1 - CONTECH MODULAR WETLAND SYSTEM (PVT.)
4 FULL TRASH CAPTURE CATCH BASIN INSERT
3 BMP2 - CONTECH MODULAR WETLAND SYSTEM (PVT.)
5 OLDCASTLE STORMCAPTURE - UNDERGROUND DETENTION
R
MWS 8-8
WM
SD
MWS 4-17
S87°13'15"E 326.80'
S08°03'33"W 239.36' S88°14'05"E 611.40'
S47°09'26"W 392.48'
S42°50'34"E 44.83' EX. GAS MAIN

WOODSIDE
AVENUE
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN

51.00'

59.00'

PROPOSED BUILDING
FLOOR LEVEL FF=372.44
1ST FLOOR FF=383.11 EX. 8" VCP SEWER CONNECT SEWER TO EXISTING SEWER STUB29 24 24 28 37' - 6" FIRE SERVICE SEWER POC 46' - 4" SEWER LATERAL 108' - 4" SEWER LATERAL 4' - 4" SEWER LATERAL 9' - 4" SEWER LATERAL 155' - 6" FIRE SERVICE 15' - 6" FIRE SERVICE 136' - 6" FIRE SERVICE 3' - 6" FIRE SERVICE 32 DOMESTIC WATER POC 17' - 2" WATER SERVICE 2"DOMESTIC WATER SERVICE 29 36"x36" CB 382.57' TG 379.55 IE 36"X36" CB 382.32' TG 378.00' IE 36"X36" CB 382.73' TG 378.00' IE 36"X36" CB 382.44' TG 379.00' IE 20 20 20 20 36"X36" CB 382.60' TG 378.50' IE 20 371.93RIM 367.80IE 23 BMP2 (MWS L-8-8-V) 372.67 RIM 369.16 IE IN 367.83 IE OUT 21 12" HDPE 18" HDPE 12" HDPE 18" HDPE
18" HDPE 18" - 371.10' IE-IN 18" HDPE 6" HDPE
18" RCP
PROP. 18" RCP
PROP. 18" RCP
12" RCP 6" TO MWS 369.60 IE OUT 18" - 371.10 IE-OUT
EX. 18" STORM DRAIN EX. 8" ACP WATER PER DWG. WS-2196 36"X36"CB 376.93RIM 370.00IE-OUT 371.08RIM 367.48IE 371.03RIM 367.21IE EX. CLEANOUT (371.03 RIM) (367.03 IE) 22 BMP1 (MWS L-4-17-V) 373.94 RIM 371.35 IE IN 370.45 IE OUT 21 12" HDPE 371.53' RIM 370.27 IE 30 104.00'

16.00' 24 PROP. TRASH ENCLOSURE
PL PL PL 31 20 31 374.00RIM 369.60IE
PL 42' - 6" FIRE SERVICE PROP. 23' - 6" FIRE SERVICE 24' - WATER SERVICE 12' - WATER SERVICE 25 26 EX. FIRE HYDRANT TO BE REMOVED EX. WATER METER & BACKFLOW PREVENTER TO BE REMOVED 27 33 23 23 EX. TELEPHONE MANHOLE TO BE RELOCATED FROM GUTTER FLOWLINE. EX. 48" CCP TRANSMISSION WATER MAIN PER DWG. WS-2196 SEWER EASEMENT PROPOSED 20' FOR FUTURE USE
FOR PADRE DAM 11 11 15 16
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. 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 WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:3911 sorrento valley blvd. suite 120
san diego, ca 92121
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0 SCALE: 1" = 10 20 40 20'
W:\SDG\23\4007\00\Civil\Sheets\SDP\SDG23-4007_C4.0 - Conceptual Utility Plan.dwg 1/30/2025 9:50 AM LSALAZAR

CONCEPTUAL UTILITY PLAN
4 C4.0 UTILITY CONSTRUCTION NOTES CATCH BASIN 'TYPE G' PER SDRSD D-08 CONTECH MODULAR WETLAND (MWS), SIZE PER PLAN, SEE DETAIL 2 & 3 ON SHEET C3.0 SEE BMP PLAN SHEET C5.0 FOR ADDITIONAL INFORMATION OLDCASTLE STORMCAPTURE, SIZE PER PLAN. SEE DETAIL 5 ON SHEET C3.0 STORM DRAIN CLEANOUT 'TYPE A' PER SDRSD D-09 SEWER CLEANOUT PER SC-01 6" FIRE BACKFLOW PER SDRSD WF-02. PRIVATE BACKFLOW PREVENTER ZUR/WILKINS MODEL NO. 475 OR APPROVED EQUAL RELOCATED EXISTING DOMESTIC WATER METER AND BACKFLOW REMOVE EXISTING FIRE HYDRANT AND FIRE SERVICE 6" FIRE HYDRANT PER SDRSD WF-01 & WF-04 CONNECT TO EXISTING. CONTRACTOR TO POTHOLE AND FIELD VERIFY LOCATION, DEPTH AND SIZE PRIOR TO COMMENCING CONSTRUCTION. CURB OUTLET 'TYPE A' PER SDRSD D-25A CONTECT GRATE INLET FILTER FULL CAPTURE, SEE DETAIL 4 ON SHEET C3.0 RELOCATED FIRE HYDRANT PROPOSED FDC LOCATION. REFER TO ARCHITECT PLAN SET 2021222324252627282930313233 S PROPERTY LINE RIGHT OF WAY PROPOSED EASEMENT CENTERLINE CONTOUR LINE STORM DRAIN WATER LINE SEWER LINE ELECTRICAL LINE CATV GAS MAIN SEWER MANHOLE FIRE HYDRANT ELECTRICAL VAULT LIGHT POLE EXISTING SURVEY MONUMENT LEGEND PROPOSED IMPROVEMENTS ITEM STANDARD DWGS. SYMBOL EXISTING IMPROVEMENTS ITEM SYMBOL 370.00 FS 370(370) MWS 8-8 SPOT ELEVATION CONTOUR LINE 6" TYPE 'G' CURB & GUTTER SDRSD G-02 GRADE BREAK LIMITS OF GRADING RETAINING WALL SDRSD C-11A STORM DRAIN CATCH BASIN (SIZE PER PLAN) SDRSD D-08 STORM DRAIN CLEANOUT SDRSD D-09 MODULAR WETLAND SYSTEM (MWS) UNDERGROUND DETENTION SEWER LATERAL W/CLEANOUT 6" PVC FIRE SERVICE WATER SERVICE TREES WM MWS 4-17 EXISTING EASEMENTS ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, SUCH RIGHTS HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED JULY 03, 1962 AS INSTRUMENT NO. 112865 OF OFFICIAL RECORDS. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED MAY 28, 1974 AS INSTRUMENT NO. 74-138520 OF OFFICIAL RECORDS. AN EASEMENT FOR WATER AND SEWER LINES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AUGUST 22, 1974 AS INSTRUMENT NO. 74-228799 OF OFFICIAL RECORDS. 111516 (371)
(372)
(371)
(371)
(371)
(371)
375
380
375
380
383
383
382 383
375
380
371
372
373
374
376
377
378
379 CURB OUTLET 371.53 RIM 370.27 IE
PROP. 18" RCP
PROP. 18" RCP
EX. 18" STORM DRAIN
MWS 8-8
R SD
MWS 4-17
S08°03'33"W 239.36' S88°14'05"E 611.40'
S47°09'26"W 392.48'
S42°50'34"E 44.83'
41'
41'
S87°13'15"E 326.80'

WOODSIDE AVENUE
UNDERGROUND DETENTION SEE DETAIL 374.00RIM/TOP 369.60 IE VOLUME PROVIDED: 4,187CF BMP1 - MWS L-6-8-V SEE DETAIL 2 ON SHEET 2 371.35 IE IN 370.45 IE OUT DMA 2 DMA 5 DMA 3 DMA 4 DMA1 PROPOSED TRASH ENCLOSURE 3 PROP. CATCH BASIN W/ FULL TRASH CAPTURE
1 2 1 PROPOSED CATCH BASIN W/ FULL TRASH CAPTURE
1 2 EX. CONCRETE SWALE (TYPICAL FOR DMA 3) EX. CONCRETE SWALE (TYPICAL FOR DMA 3)

TREE CREDIT VOLUME TO SATISFY

RETENTION REQUIREMENTS

TREE CREDIT VOLUME TO SATISFY

RETENTION REQUIREMENTS

TREE CREDIT VOLUME TO SATISFY

RETENTION REQUIREMENTS

TREE CREDIT VOLUME TO SATISFY
RETENTION REQUIREMENTS BMP2 - MWS L-8-8-V SEE DETAIL 1 ON SHEET 2 369.16 IE IN 367.83 IE OUT 1 SEWER EASEMENT PROPOSED 20' FOR FUTURE USE

FOR PADRE DAM
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. 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 WARE MALCOMB PRIOR TO CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:3911 sorrento valley blvd. suite 120
san diego, ca 92121
p 858.638.7277
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0 SCALE: 1" = 10 20 40 20'
W:\SDG\23\4007\00\Civil\Sheets\SDP\SDG23-4007_C5.0 - BMP Plan.dwg 1/30/2025 9:51 AM LSALAZAR

BMP PLAN
5 C5.0 PROJECT SITE INFO UNDERLYING HYDROLOGIC SOIL GROUP:

C APPROXIMATE DEPTH TO GROUNDWATER: 20 FT± EXISTING NATURAL HYDROLOGIC FEATURES (WATERCOURSES, SEEPS, SPRINGS, WETLANDS): NONE CRITICAL COARSE SEDIMENT YIELD AREAS TO BE PROTECTED: NONE TOTAL DISTURBED AREA 56,222 SF EXISTING IMPERVIOUS AREA: 18,423 SF EXISTING SEMI-PERVIOUS AREA: 30,720 SF EXISTING PERVIOUS AREA: 7,079 SF PROPOSED IMPERVIOUS AREA: 47,878 SF PROPOSED PERVIOUS AREA: 8,344 SF PERMANENT STORMWATER BMP NOTES: PROPRIETARY BMP (BF-3, PROPRIETARY BIOFILTRATION) POLLUTANT CONTROL ONLY LEGEND PROPERTY LINE/RIGHT OF WAY STREET CENTERLINE EXISTING CONTOUR DRAINAGE MANAGEMENT AREA (DMA) LIMITS PROPRIETARY BIOFILTRATION UNIT, BF-3 DMA DESIGNATION FLOW ARROW PERVIOUS AREA (EX. AND PROPOSED) IMPERVIOUS AREA (EX. AND PROPOSED) BUILDING AREA (EX. AND PROPOSED) (95) DMA 1 MWS 4-13 DMA SUMMARY TABLE SITE DESIGN BMPS MINIMIZE IMPERVIOUS AREA RUNOFF COLLECTION LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES 123 SOURCE CONTROL BMPS SC-1 PREVENTION OF ILLICIT DISCHARGE INTO THE MS4 SC-2 STORM DRAIN STENCILING OR SIGNAGE SC-5 PROTECT TRASH STORAGE AREAS FROM RAINFALL,

RUN-ON, RUNOFF AND WIND DISPERSAL
123 RESPONSIBLE PARTY: EXTRA SPACE STORAGE, OWNER OF THE PROPERTY, IS RESPONSIBLE FOR THE MAINTENANCE OF THE MWS UNITS, UNDERGROUND DETENTION SYSTEM, EXISTING CONCRETE SWALES, PROPOSEDTREES TO MEET VOLUME RETENTION REQUIREMENTS, AND FULL TRASH CAPTURE DEVICES NOTE: EXISTING STORM DRAIN INLETS COSID 2241 & 2340 ON WOODSIDE AVENUE TO BE EQUIPPED WITH FULL TRASH CAPTURE DEVICE AS PART OF THE PROJECT'S CONDITIONS OF APPROVAL MWS 8-8
SD
MWS 4-17
S87°13'15"E 326.80'
S08°03'33"W 239.36' S88°14'05"E 611.40'
S47°09'26"W 392.48'
S42°50'34"E 44.83'
EX. NATURAL GAS
WOODSIDE AVENUE EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN
EX. STORAGE BUILDING TO REMAIN PROPERTY LINE (TYP.) LIMITS OF DEMOLITION (TYP.) SILT FENCE SE-1 (TYP.) EX. 8" VCP SEWER EX. 12" HDPE STORM TO BE REMOVED AND REPLACED EX. 18" STORM DRAIN
EX. 8" ACP WATER
PER DWG. WS-2196
EX. 48" CCP WATER
PER DWG. WS-2196 SILT FENCE SE-1 (TYP.) SILT FENCE SE-1 (TYP.) SILT FENCE SE-1 (TYP.) SILT FENCE SE-1 (TYP.) GRAVEL BAGS SE-6 (TYP.) GRAVEL BAGS SE-6 (TYP.) GRAVEL BAGS SE-6 (TYP.) INLET PROTECTION SE-10 (TYP.) INLET PROTECTION SE-10 (TYP.) INLET PROTECTION SE-10 (TYP.) SEWER EASEMENT PROPOSED 20' FOR FUTURE USE

REMARKS DATE NO. Sheet of FOR AND ON BEHALF OF WARE MALCOMB DATE: PLOT DATE:3911 sorrento valley blvd. suite 120
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W:\SDG\23\4007\00\Civil\Sheets\SDP\SDG23-4007_C6.0 - Erosion Control Plan.dwg 1/30/2025 9:51 AM LSALAZAR

EROSION CONTROL PLAN
6 C6.0 EROSION CONTROL NOTES 1. CONTRACTOR TO INSPECT AND MAINTAIN EROSION CONTROL MEASURES THROUGHOUT THE COURSE OF CONSTRUCTION, INCLUDING INSTALLING, REPAIRING, REPLACING, RELOCATING, AND MODIFYING AS NECESSARY FOR CONSTRUCTION AND TO ENSURE THE SITE IS IN COMPLIANCE WITH STATE AND LOCAL REQUIREMENTS. 2. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THIS PLAN MAY BE NECESSARY TO PREVENT EROSION AND SEDIMENTATION. 3. AREAS THAT ARE TO REMAIN IN A DISTURBED CONDITION FOR AN EXTENDED PERIOD SHALL BE TEMPORARILY SEEDED IN ACCORDANCE WITH STATE AND LOCAL CRITERIA. 4. REFER TO THE APPROVED LANDSCAPE PLAN FOR FINAL STABILIZATION INFORMATION. AREAS NOT STABILIZED BY PAVEMENT, BUILDING FOOTPRINT, PERMANENT LANDSCAPING, OR OTHER PERMANENT STABILIZATION SHALL BE PERMANENTLY SEEDED PER STATE AND LOCAL REQUIREMENTS. BMP TITLE SYMBOL QUANTITY EC-1 SCHEDULING EC-3 BONDED FIBER MATRIX SE-1 SILT FENCE 1,600 LF SE-5 FIBER ROLLS SE-6 GRAVEL BAGS 2,400 EA SE-7 STREET SWEEPING AND VACUUMING SE-10 STORM DRAIN INLET PROTECTION 10 EA TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT 1 EA WE-1 WIND EROSION CONTROL NS-3 PAVING, SEALING, SAWCUTTING & GRINDING OPERATIONS NS-(8-10) EQUIPMENT FUELING, CLEANING AND MAINTENANCE WM-1 MATERIAL DELIVERY & STORAGE WM-2 MATERIAL USE WM-4 SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT WM-6 HAZARDOUS WASTE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT STORMWATER NOTES CONSTRUCTION BMP LEGEND 1. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING ALL PHASES OF CONSTRUCTION. 2. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD, OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET OR CONVEYANCE SYSTEM AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS. 3. STORM WATER POLLUTION PREVENTION DEVICES AND OR PRACTICES SHALL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES TO ENSURE EFFECTIVENESS. IF AT ANY TIME, BMPS ARE FOUND TO BE INTENTIONALLY DISABLED, RUN-OVER, REMOVED, OR OTHERWISE INEFFECTIVE, THEY SHALL BE MODIFIED AND REPLACED IMMEDIATELY. 4. TRASH AND CONSTRUCTION SOLID WASTES SHALL BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND CONSTRUCTION WASTES MUST BE PROTECTED AGAINST THE POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. 5. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 6. ALL BMPS SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 7. IF TRENCHING/DIGGING ACTIVITIES ARE NOT COMPLETED WITHIN ONE DAY, PROPER BMPS WILL BE IMPLEMENTED. 8. IF DEBRIS OR MATERIALS WILL BE STORED FOR LONGER THAN ONE DAY, PROPER BMPS WILL BE IMPLEMENTED.

LOADING ZONE
FIXTURE TYPE 'BA' (TYP.)
FIXTURE TYPE 'BB' (TYP.)
engineering consultants
3911 Sorrento Valley Blvd, Suite #120
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JOB NO.:

DRAWN BY.:

PA/PM:

CLIENT LOGO
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T: 303.297.1038 : www.rtmec.com
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SDG23-4007-00

SITE LIGHTING PLAN - ELECTRICAL
E101 EXTRA SPACE STORAGE SANTEE 10835 WOODSIDE AVENUE SANTEE, CALIFORNIA 92071 11/22/2024 - SD SET

DATE REMARKS
N
1" = 20'-0"
1 Site Lighting
12/30/2025 SD SET

LOADING ZONE

0.0 0.0

0.1 0.1

0.1 0.0

0.0 0.0

0.1 0.1

0.2 0.2

0.1 0.1

0.0 0.0

0.1 0.1

0.1 0.2

1.1 1.2

0.7 0.3

0.1 0.0

0.0 0.0

0.0 0.1

0.1 0.1

0.1 0.2

1.2 3.7

5.2 3.0

0.9 0.0

0.0 0.0

0.1 0.1

0.2 1.1

3.3 8.9

16.3 13.3

0.0 0.0

0.1 0.1

0.2 0.6

1.9 5.3

15.3 39.6

0.0 0.0

0.0 0.1

0.1 0.1

0.1 0.2

0.3 0.7

1.5 4.3

13.3 0.0

0.0 0.0

0.1 0.1

0.1 0.2

0.3 0.5

0.9 1.5

2.3 0.0

0.0 0.0

0.1 0.1

0.1 0.2

0.2 0.4

0.9 2.0

2.9 0.0

0.0 0.0

0.1 0.1

0.1 0.2

0.3 0.5

1.3 3.4

13.9 0.0

0.0 0.0

0.0 0.1

0.1 0.1

0.2 0.3

0.5 1.1

2.7 4.8

0.0 0.0

0.1 0.1

0.2 0.3

0.5 0.8

1.3 1.2

0.0 0.0

0.0 0.1

0.1 0.1

0.1 0.2

0.3 0.5

1.0 2.0

2.7 0.0

0.0 0.0

0.0 0.1

0.1 0.1

0.1 0.2

0.3 0.5

1.4 3.4

13.7 0.0

0.0 0.0

0.1 0.1

0.2 0.3

0.5 1.1

2.7 4.5

0.0 0.0

0.1 0.1

0.2 0.3

0.5 0.8

1.3 1.2

0.0 0.0

0.0 0.1

0.1 0.1

0.1 0.2

0.3 0.5

1.0 2.0

2.6 0.0

0.0 0.0

0.0 0.1

0.1 0.1

0.1 0.2

0.3 0.5

1.4 3.4

14.0 0.0

0.0 0.0

0.1 0.0

0.0 0.0

0.1 0.1

0.2 0.3

0.5 1.2

2.8 4.7

0.0 0.0

0.5 0.2

0.1 0.0

0.0 0.0

0.0 0.1

0.1 0.1

0.2 0.3

0.5 0.9

1.6 1.5

0.0 0.0

0.0 4.2

1.1 0.4

0.1 0.0

0.0 0.0

0.1 0.1

0.1 0.2

0.3 0.5

1.2 3.0

5.5 0.0

0.0 0.0

0.0 20.2

6.4 2.0

0.6 0.2

0.1 0.0

0.0 0.0

0.1 0.1

0.1 0.2

0.3 0.5

1.3 3.8

12.5 0.0

0.0 0.0

25.0 13.6

5.3 1.9

0.6 0.1

0.1 0.0

0.0 0.0

0.1 0.1

0.1 0.2

0.4 0.8

1.7 2.4

0.1 0.0

0.0 0.0

0.0 4.9

0.0 0.0

5.1 7.7

5.7 2.5

0.5 0.1

0.1 0.0

0.0 0.0

0.1 0.1

0.1 0.2

0.3 0.4

0.7 1.1

3.3 6.8

2.9 1.4

3.5 7.0

3.0 2.1

6.2 5.5

1.4 1.2

3.9 6.6

2.2 1.0

1.5 2.1

2.0 0.3

0.1 0.1

0.1 0.0

0.0 0.0

0.1 0.1

0.1 0.2

0.2 0.4

0.6 1.5

2.5 1.5

1.0 1.7

2.6 1.6

1.3 2.2

2.0 1.0

0.8 1.6

2.2 1.2

0.6 0.4

0.5 0.4

0.1 0.1

0.1 0.0

0.0 0.0

0.0 0.1

0.1 0.1

0.2 0.2

0.4 0.7

0.9 0.7

0.6 0.8

0.9 0.8

0.8 0.9

0.8 0.6

0.6 0.7

0.8 0.6

0.4 0.2

0.2 0.1

0.1 0.1

0.0 0.0

0.0 0.1

0.1 0.1

0.1 0.2

0.2 0.3

0.4 0.4

0.3 0.4

0.4 0.3

0.2 0.2

0.1 0.1

0.0 0.0

0.0 0.1

0.1 0.1

0.2 0.2

0.2 0.3

0.3 0.3

0.2 0.2

0.2 0.1

0.1 0.1

0.0 0.0

0.1 0.1

0.2 0.2

0.2 0.1

0.1 0.1

0.0 0.0

0.0 0.1

0.1 0.1

0.0 0.0

0.0 0.1

0.1 0.1

0.0 0.0

0.0 0.1

0.1 0.1

0.0 0.0

0.0 0.0
FIXTURE TYPE 'BA' (TYP.)
FIXTURE TYPE 'BB' (TYP.)
engineering consultants
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:

DRAWN BY.:

PA/PM:

PHOTOMETRICS - ELECTRICAL
E102 EXTRA SPACE STORAGE SANTEE 10835 WOODSIDE AVENUE SANTEE, CALIFORNIA 92071 11/22/2024 - SD SET
N
# KEYNOTE

DATE REMARKS
1" = 20'-0"
1 Site Photometrics
12/30/2025 SD SET
engineering consultants
3911 Sorrento Valley Blvd, Suite #120
San Diego, California, 92121
P 858.638.7277
JOB NO.:

DRAWN BY.:

PA/PM:

LIGHT FIXTURE SHEETS - ELECTRICAL
E103 EXTRA SPACE STORAGE SANTEE 10835 WOODSIDE AVENUE SANTEE, CALIFORNIA 92071 11/22/2024 - SD SET
# KEYNOTE

DATE REMARKS

LIGHTING FIXTURE TYPE 'BB'
MOUNT AT 16'-0" A.F.F.

LIGHTING FIXTURE TYPE 'BA'
MOUNT AT 16'-0" A.F.F.
12/30/2025 SD SET

Santee City CouncilMay 14, 2025

Santee City Council
May 14, 2025