HomeMy WebLinkAboutItem 5b - ARCH-0320-2024 Project Plans382 PISMO ST.
APARTMENTS
SCHEMATIC DESIGN PACKAGE, 06/30/26
Prepared by TEN OVER STUDIO
CLIENT
KYLE BILLINGSLEY
kylecarterb@gmail.com
805.459.4195
ARCHITECT
TEN OVER STUDIO
539 MARSH ST.,
SAN LUIS OBISPO, CA
93401
805.541.1010
CONTACT: JOEL SNYDER
joels@tenoverstudio.com
PROJECT INFO & DATA T1.0
EXISTING CONDITIONS E1.0
PRELIMINARY DEMOLITION PLAN C0.0
PRELIMINARY GRADING AND DRAINAGE PLAN C1.0
PRELIMINARY UTILITY PLAN C2.0
LANDSCAPE PLAN L1.0
LANDSCAPE PLANT PALETTE L1.1
LANDSCAPE DETAIL & MWELO CALCULATION L1.2
SITE PLAN A1.0
FIRST FLOOR PLAN A2.0
SECOND FLOOR PLAN A2.1
THIRD FLOOR PLAN A2.2
BUILDING ELEVATIONS A3.0-A3.1
MATERIAL BOARD A4.0
DETAILS A5.0
PROJECT IMAGES A6.0-A6.2
CONTACTS index
PROJECT DESCRIPTION
THIS PROJECT PROPOSES DEMOLITION OF AN APPROXIMATELY 13,450 S.F. BUILDING AND CONSTRUCTION
OF A NEW 18-UNIT MULTIFAMILY RENTAL HOUSING DEVELOPMENT IN A MEDIUM-DENSITY RESIDENTIAL
ZONE NEAR DOWNTOWN SAN LUIS OBISPO, CA. THE PROJECT WILL CONTAIN (3) 1-BD APARTMENTS, (4) 2-
BD APARTMENTS, AND (11) 3-BD APARTMENTS. THE DEVELOPMENT WILL SEEK A 50% DENSITY BONUS BY
PROVIDING 24% LOW INCOME AFFORDABLE UNITS. THE DEVELOPMENT WILL ALSO SEEK AN ADDITIONAL
50% DENSITY BONUS BY PROVIDING 15% MODERATE INCOME AFFORDABLE UNITS AS ALLOWED BY AB1287.
PER STATE DENSITY BONUS LAW THE PROJECT IS PROPOSING USING PARKING FACTORS LISTED IN STATE
DENSITY BONUS LAW SECTION 65915-65918. THE AFFORDABLE UNITS ALSO QUALIFY THE PROJECT FOR UP
TO (3) INCENTIVES. THE PROJECT IS HOWEVER NOT CURRENTLY SEEKING ANY INCENTIVES TO ACHIEVE THE
DENSITY. THE PROJECT IS SEEKING TWO WAIVERS FROM DEVELOPMENT STANDARDS. WAIVER #1 IS TO
PLACE ACCESSIBLE PARKING WITHIN THE CITY OF SAN LUIS OBISPO 20' FRONT SET BACK REQUIREMENT.
WAIVER #2 IS EXEMPTION FROM CITY OF SLO COMMMUNITY DESIGN GUIDELINES. WHILE NOT WAIVERS,
THE PROJECT IS ALSO SEEKING DIRECTOR APPROVAL FOR LOCATING THE TRANSFORMER WITHIN THE FRONT
SETBACK WITH LANDSCAPE SCREENING.
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26 T1.0
DENSITY BONUS 11 DU x 50% = 5.5 + 11 = 16.5 DUs
DENSITY BONUS ADD 11 DU x 50% = 5.5 + 16.5 = 22 DUs
TOTAL DENSITY:22 Dus
AFFORDABLE HOUSING 24% LOW INCOME AFFORDABLE = 50% DENSITY BONUS
AB1287 24% OF 11 DUs = 2.64 DUs AFFORDABLE
ROUNDS TO 3 DUs OF REQ'D LOW AFFORDABLE HOUSING
AFFORDABLE HOUSING BONUS 15% MODERATE AFFORDABLE = ADDITIONAL 50% DENSITY BONUS
AB1287 15% OF 11 DUs = 1.65 DUs AFFORDABLE
ROUNDS TO 2 DU OF REQ'D MODERATE AFFORDABLE HOUSING
DENSITY CALC UNIT TYPE
STUDIO 0 0.5 0
1 BD <600sf 3 0.5 1.5
1 BD <1000sf 0 0.66 0
2 BEDROOM 4 1 4
3 BEDROOM 11 1.5 16.5
TOTAL PROPOSED 18 22
AFFORDABLE UNITS (2) 2-BD LOW INCOME UNITS = 2 DU's (Unit 202, 306)
(2) 1-BD LOW INCOME UNITS = 1 DU (Unit 102, 203)
(1) 3-BD MODERATE INCOME UNITS = 1.5 DU (Unit 204)
(1) 1-BD MODERATE INCOME UNITS = .5 DU (Unit 303)
TOTAL = 5 DU's as required
BASE DENSITY: 11
UNIT COUNT DU FACTOR DENSITY
LOT SIZE:
DENSITY CALCULATIONS
TOTAL DENSITY ALLOWED 0.55
DENSITY ALLOWED: 20/ACRE
PARKING REQUIRED USE UNIT COUNT (OR SF) PARKING FACTOR SPACES REQUIRED
RESIDENTIAL
1 BEDROOM 3 1/ BED*3
2 BEDROOM 4 1.5/ UNIT*6
3 BEDROOM 11 1.5/ UNIT*16.5
REQUIRED TOTAL 26
PROVIDED TOTAL 26
ADA SPACES USE # OF SPACES ADA FACTOR ADA REQUIRED
RESIDENTIAL 26 2 FOR 26-50
SPACES
2
REQ'D TOTAL 2
PROVIDED TOTAL 1 VAN, 1 STD
EV REQUIRED USE # OF SPACES EV FACTOR EV REQUIRED
RESIDENTIAL 26 25% EV READY +
10% EV CAPABLE
7 EV READY + 3 EV
CAPABLE
REQ'D TOTAL 10
PROVIDED TOTAL 1 VAN ADA EV
READY , 6 EV
READY, 3 EV
CAPABLE
NOTE: EV
MOTORCYCLE USE # OF SPACES PARKING FACTOR MOTORCYCLE REQ'D
RESIDENTIAL 26 1 / 20 @ 10+SPCS 1
REQ'D TOTAL 1
PROVIDED TOTAL 2
* PARKING FACTORS TAKEN FROM CA STATE DENSITY BONUS LAW (SECTION 65915-65918),
INCLUDES NO REQUIREMENT FOR GUEST PARKING.
NOTE : PROJECT PROOISES 2 COMPACT PARKING SPACES WHICH ACCOUNT FOR 8% OF ALL
PROVIDED PARKING SPACES
PARKING CALCULATIONS
BICYCLE PARKING REQ'D
UNIT COUNT
RESIDENTIAL
RESIDENTIAL 18 1 : 5 UNITS 4 2 / UNIT 36
REQUIRED TOTAL 4 36 40
PROVIDED TOTAL*6 36 42
BICYCLE PARKING CALCULATIONS
LONG TERMSHORT TERM
OCCUPANCY R-2, S-2, B
CONSTRUCTION TYPE VB
SPRINKLER SYSTEM NFPA 13
STORIES PROPOSED 3
HEIGHT PROPOSED 33'-0" (ABOVE AVERAGE NATURAL GRADE OF 178.50')
BUILDING AREA SF 24,001
BUILDING INFO
382 PISMO ST. SAN LUIS OBISPO, CA 93401
APN 002-507-012
CURRENT USE COMMERCIAL/INDUSTRIAL
23850 SF .55 ACRE
MAX SITE COVERAGE ALLOWABLE 60%PROPOSED 33.8% (8072 SF)
BASE DENSITY ALLOWABLE 11 DUs PROPOSED (SEE DENSITY
CALC. TABLE)
AFFORDABLE UNITS PROPOSED Yes
INCENTIVES PURSUED Yes
DENSITY BONUS 50% DENSITY BONUS FOR AFFORDABLE HOUSING
PLUS ADDITIONAL 50% DENSITY BONUS FOR AFFORDABLE HOUSING
TOTAL DENSITY ALLOWED 22 Dus
HEIGHT LIMIT ALLOWABLE 35'-0"PROPOSED 33'-0"
ADJACENT ZONES NORTH C-S
EAST R-3
SOUTH R-3
WEST R-3
SETBACKS FRONT 10'-0"
SIDE & REAR 5' -10' MIN (SETBACK PLANE) PER CHAPTER 17.20.020.B TABLE 2-9
PARKING 20'-0"
PARKING DIMENSION STALL PER CITY OF SLO AISLE PER CITY OF SLO
LAND USE REQUIREMENTS
ZONING
OVERLAY ZONES
SPECIFIC AREA DESIGN GUIDELINES
LOT SIZE
R-3
NONE
NONE
ADDRESS
PROPOSED USE MULTI-FAMILY HOUSING
ALLOWED USE IN ZONE YES
ENTITLEMENTS/USE PERMIT REQUIRED YES
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
existing conditions
SCALE: AS SHOWN
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E1.0
PISMO STREET
TOPOGRAPHIC MAP
PISMO STREET
TOPOGRAPHIC MAP
PISMO STREET
TOPOGRAPHIC MAP
PISMO STREET
TOPOGRAPHIC MAP
PISMO STREET
TOPOGRAPHIC MAP
PISMO STREET
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DEMOLITION KEY NOTES
DEMOLITION LEGEND
GENERAL NOTES
CITY OF SLO DEMOLITION NOTES
NOT FOR
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PRELIMINARY
DEMOLITION
PLAN
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GRADING LEGEND
GENERAL LEGEND
STORM DRAIN LEGEND:
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GRADING KEY NOTES:
GRADING GENERAL NOTES:
NOT FOR
CONSTRUCTION
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PRELIMINARY
GRADING AND
DRAINAGE PLAN
Know what'sbelow.before you dig.Call811
00 10'20'
10'SCALE: 1" =
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GENERAL LEGENDSANITARY SEWER KEY NOTES
STORM DRAIN KEY NOTES
WATER KEY NOTES
CAUTIONARY KEY NOTES
UTILITY GENERAL NOTES
STORM DRAIN LEGEND:
WATER LEGEND:
SANITARY SEWER LEGEND:
DRY UTILITY LEGEND:
NOT FOR
CONSTRUCTION
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PRELIMINARY
UTILITY PLAN
Know what'sbelow.before you dig.Call811
00 10'20'
10'SCALE: 1" =
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
LANDSCAPE PLAN
SCALE: 1” = 20’-0”
N
L1.0
LANDSCAPE NOTES
LANDSCAPE TABULATIONS
1. ALL PLANTS TO BE MWELO WATER USE
LOW OR MEDIUM CATEGORY. REFER TO
MWELO CALCULATION ON SHEET L1.2
2. ALL IRRIGATION TO BE DRIP OR
BUBBLERS, NO SPRAY IRRIGATION WILL
BE USED
3. ALL STREET TREES MIN SIZE 24” BOX
4. ALL PLANTING AREAS TO RECEIVE 3”
DEPTH LAYER OF DARK BROWN MULCH
5. ANY UNPLANTED LANDSCAPE AREA
SHALL RECEIVE A 3” THICK LAYER OF
MULCH
6. REFER TO SHEET L1.1 FOR PLANT
SCHEDULE AND PLANTING IMAGES
TOTAL PARKING LOT AREA: 7,914 SF
REQUIRED PARKING LOT
LANDSCAPE AREA (5%): 396 SF
PROVIDED PARKING LOT
LANDSCAPE AREA (6.3%): 499 SF
KEYNOTES
1. TRASH ENCLOSURE
2. TRANSFORMER
3. RELOCATED DRIVEWAY
4. BIKE RACKS
5. PRIVATE PATIO
6. 8” W. CONCRETE RETAINING WALL
7. UNDERGROUND STORMWATER
CHAMBERS
8. 6’ HT. FENCE ON CIPC RETAINING
WALL, REFER TO DETAIL 6/A5.1
9. 3’ HT. HORIZONTAL WOOD FENCE,
REFER TO DETAIL 5/A5.1
AeccDbGeneralLabel (AeccLand130)
AeccDbGeneralLabel (AeccLand130)
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AeccDbGeneralLabel (AeccLand130)
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PISMO STREET
(N) 18-UNIT
MULTIFAMILY BUILDING
2
1
34
5
5
5
556
6
8
7
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8
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
LANDSCAPE
PLANT PALETTE
L1.1
SYMBOL QTY BOTANICAL / COMMON NAME SIZE REMARKS
TREES
4 Lagerstroemia indica x fauriei `JD900` / Early Bird™ White Crape Myrtle 15 gal Size: up to 20' Tall & Wide
WUCOLS PF: .1-.3
5 Olea europaea 'Swan Hill' / Swan Hill Fruitless Olive 15 gal Size: to 25' Tall & Wide
WUCOLS PF: < .1
4 Quercus ilex / Holly Oak 15 gal Size: 40-50' Tall x 30-40' Wide
WUCOLS PF: .1-.3
SHRUBS
23 Artemisia californica / California Sagebrush 1 gal Size: 3-4' Tall & Wide
WUCOLS PF: .1-.3
33 Chondropetalum tectorum 'El Campo' / El Campo Cape Rush 1 gal Size: 2-3' Tall x 3-4' Wide
WUCOLS PF: .1-.3
111 Pennisetum spathiolatum / Slender Veldt Grass 1 gal Size: 2-3' Tall & Wide
WUCOLS PF: .4-.6
22 Salvia leucantha `Santa Barbara` / Santa Barbara Mexican Bush Sage 1 gal Size: 2-3' Tall x 4-6' Wide
WUCOLS PF: .1-.3
31 Verbena lilacina 'De la Mina' / De la Mina Lilac Verbena 1 gal Size: 1-2' Tall x 3-4' Wide
WUCOLS PF: .1-.3
PLANT SCHEDULE
EARLY BIRD CREPE MYRTLE
CALIFORNIA SAGEBRUSH
SANTA BARBARA MEXICAN BUSH SAGE
SWAN HII FRUITLESS OLIVE
EL CAMPO CAPE RUSH
DE LA MINA LILAC VERBENA
HOLLY OAK
SLENDER SVELT GRASS
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
LANDSCAPE
MWELO CALCULATIONS
L1.2
Non-Residential Potable Water
43.80 ETo (inches/year)
Overhead Landscape Area (ft2)
3361 Drip Landscape Area (ft2)
SLA (ft2)
3,361 ft2
Hydrozone
Plant Water Use
Type (low,
moderate, high)
Zone 1 Low
Zone 2 Low
Zone 3
Zone 4
Zone 5
Zone 6
Zone 7
Zone 8
Zone 9
Zone 10
Zone 11
Zone 12
Zone 13
Zone 14
Zone 15
Zone 16
Zone 17
Zone 18
Zone 19
Zone 20
MAWA=41,072.1
ETWU= 33,804.2
45.2
0.104
ETWU complies with MAWA
HCF (Hundred Cubic Feet) per year
Acre-feet per year
Gallons
1244.813,361
3,361
HA
Total LA
San Luis Obispo
Maximum Applied Water Allowance / Estimated Total Water Use
(PF x HA (ft2))/IE
1129.26
115.56
Enter Irrigation
Type
Drip Irrigation
Drip Irrigation
3049
312
Plant Factor (PF)
Hydrozone Area
(HA) (ft2)
0.3
0.3
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE:06/30/2026
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MULTIFAMILY
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26 PARKING
SPACES
PISMO ST.
SIDEWALK S53°06'18"W 148.00'M
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'
-
9
"
11
18
1
3
2
'
-
0
"
6 3 '-9 "
6 0 .1 ' P E R S L O E N G I N E E R I N G S T A N D A R D 2 2 4 0
1 8 .4 ' T Y P .
1 8 .4 ' T Y P .
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
9
'
-
0
"
8
'
-
0
"
9
'
-
0
"
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
10'-0"
REAR SETBACK*
S53°03'40"W 148.77'M
4 '-9 "
8
.
6
'
5 '-0 "
5
'
-
0
"
5
'
-
0
"
4 '-1 1 2 "
1 1 '-9 "
5 '-5 "
T R A S H E N C .
S E T B A C K
C
O
M
P
A
C
T
C
O
M
P
A
C
T
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
E
V
R
E
A
D
Y
E
V
R
E
A
D
Y
E
V
R
E
A
D
Y
V
A
N
V
A
N
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
M
M
9
SITE PLAN
SCALE: 1” = 20’-0”
N
A1.0
LEGEND
PROPERTY LINE
FENCE LINE
SETBACK
SCALE:
0 2010 40
1" = 20'-0"
KEYNOTES
1. TRASH ENCLOSURE WITH ROOF, SEE A5.0 FOR DETAILS
2. TRANSFORMER, PAD, AND BOLLARDS
3. ACCESSIBLE PARKING SPACES AND CURB RAMP, TYP. OF (2)
SPACES, REFER TO PARKING CALCULATIONS ON T1.0
4. EV READY PARKING SPACES TYP. OF (2) STANDARD AND (1)
VAN ADA, REFER TO PARKING CALCULATIONS ON T1.0
5. MOTORCYCLE PARKING, REFER TO PARKING CALCULATIONS
ON T1.0
6. “PEAK STYLE” SHORT TERM BIKE PARKING, TYP. OF (3)
RACKS WITH (2) SPACES PER RACK FOR A TOTAL OF (6)
SPACES
7. LONG TERM BIKE STORAGE ROOM WITH A TOTAL OF (36)
SPACES, HORIZONTAL SLIDING, REFER TO BIKE PARKING
CALCULATIONS ON T1.0
8. DRIVEWAY APRON
9. (N) ONSITE COMBINATION RETAINING WALL AND NEW FENCE
PER DETAIL 6/A5.0, REFER TO C1.0 FOR GRADES AND WALL
HEIGHT.
10. (E) ADJACENT PROPERTY SITE WALL TO REMAIN
11. (E) FENCE TO REMAIN, TYP.
12. UNIT PATIO, TYP.
13. DRAIN INLET, TYP. REFER TO C1.0
14. 6’ TALL WOOD PRIVACY FENCE AT UNIT PATIOS, TYP.
15. DDCV, REFER TO C1.0
16. FIRE HYDRANT, REFER TO C1.0
17. EGRESS WALKWAY
18. 3’ TALL WOOD PRIVACY FENCE ALONG PL AT TRANSFORMER.
* SETBACK VARIES, REFER TO SETBACKS LISTED IN
THE LAND USE REQUIREMENTS ON T1.0
N
O
P
A
R
K
I
N
G
5 '-0 " - 1 0 '-0 "
S I D E S E T B A C K *
10
'
-
0
"
FR
O
N
T
B
L
D
G
.
SE
T
B
A
C
K
20
'
-
0
"
P
A
R
K
I
N
G
SE
T
B
A
C
K
(N) 18-UNIT
MULTIFAMILY
BUILDING
26 PARKING
SPACES
PISMO ST.
SIDEWALK S53°06'18"W 148.00'M
S
4
4
°
2
1
'
4
6
"
E
1
5
8
.
9
2
'
M
X
N
4
4
°
1
5
'
4
2
"
W
1
5
9
.
0
0
'
M
5 '-0 "
1 0 '-0 "
S I D E S E T B A C K *
2
1
8
15
16
9
12 12
12
12
12
9
3
4
5
7
6
10
13
14
1 4 '-1 1 "
1
6
'
-
9
"
11
18
1
3
2
'
-
0
"
6 3 '-9 "
6 0 .1 ' P E R S L O E N G I N E E R I N G S T A N D A R D 2 2 4 0
1 8 .4 ' T Y P .
1 8 .4 ' T Y P .
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
9
'
-
0
"
8
'
-
0
"
9
'
-
0
"
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
10'-0"
REAR SETBACK*
S53°03'40"W 148.77'M
4 '-9 "
8
.
6
'
5 '-0 "
5
'
-
0
"
5
'
-
0
"
4 '-1 1 2 "
1 1 '-9 "
5 '-5 "
T R A S H E N C .
S E T B A C K
C
O
M
P
A
C
T
C
O
M
P
A
C
T
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
E
V
R
E
A
D
Y
E
V
R
E
A
D
Y
E
V
R
E
A
D
Y
V
A
N
V
A
N
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
M
M
9
N
O
P
A
R
K
I
N
G
5 '-0 " - 1 0 '-0 "
S I D E S E T B A C K *
10
'
-
0
"
FR
O
N
T
B
L
D
G
.
SE
T
B
A
C
K
20
'
-
0
"
P
A
R
K
I
N
G
SE
T
B
A
C
K
(N) 18-UNIT
MULTIFAMILY
BUILDING
26 PARKING
SPACES
PISMO ST.
SIDEWALK S53°06'18"W 148.00'M
S
4
4
°
2
1
'
4
6
"
E
1
5
8
.
9
2
'
M
X
N
4
4
°
1
5
'
4
2
"
W
1
5
9
.
0
0
'
M
5 '-0 "
1 0 '-0 "
S I D E S E T B A C K *
2
1
8
15
16
9
12 12
12
12
12
9
3
4
5
7
6
10
13
14
1 4 '-1 1 "
1
6
'
-
9
"
11
18
1
3
2
'
-
0
"
6 3 '-9 "
6 0 .1 ' P E R S L O E N G I N E E R I N G S T A N D A R D 2 2 4 0
1 8 .4 ' T Y P .
1 8 .4 ' T Y P .
8
'
-
0
"
8
'
-
0
"
8
'
-
0
"
9
'
-
0
"
8
'
-
0
"
9
'
-
0
"
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
8
.
6
'
10'-0"
REAR SETBACK*
S53°03'40"W 148.77'M
4 '-9 "
8
.
6
'
5 '-0 "
5
'
-
0
"
5
'
-
0
"
4 '-1 1 2 "
1 1 '-9 "
5 '-5 "
T R A S H E N C .
S E T B A C K
C
O
M
P
A
C
T
C
O
M
P
A
C
T
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
E
V
R
E
A
D
Y
E
V
R
E
A
D
Y
E
V
R
E
A
D
Y
V
A
N
V
A
N
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
S
T
A
N
D
A
R
D
M
M
9
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
1ST FLOOR PLAN
SCALE: 1” = 10’-0”
N
A2.0
SCALE:1" = 10'-0"
0 105 20
STAIR
A
ELEC.
110
BIKE
111
CORRIDOR
100
36 BIKE
SPACES
1327 SF
UNIT
101
599 SF
UNIT
102
1189 SF
UNIT
103
1190 SF
UNIT
104
907 SF
AMENITY
105
682 SF
AMENITY
106
70 SF
FIRE RISER
109
131'-9"
2'-0"49'-0"80'-9"
64
'
-
0
"
64
'
-
0
"
131'-9"
40'-2 1/2"37'-2"51'-6"2'-10 1/2"
63
'
-
6
"
32
'
-
5
"
31
'
-
1
"
STAIR
B
LOBBY
112
A
A9.7
FRONT SETBACK LINE
SHOWN FOR REFERENCE
B
A9.7A3.2
A3.2
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
2ND FLOOR PLAN
SCALE: 1” = 10’-0”
N
A2.1
SCALE:1" = 10'-0"
0 105 20
STAIR
A
1068 SF
UNIT
201872 SF
UNIT
202
599 SF
UNIT
203
1241 SF
UNIT
204
1227 SF
UNIT
205
919 SF
UNIT
206
1119 SF
UNIT
207
STAIR
B
131'-9"
1'-0"40'-5 1/2"9'-6 1/2"80'-9"
65
'
-
0
"
29
'
-
1
1
1
/
2
"
5'
-
7
"
3'
-
5
1
/
2
"
11
'
-
9
"
14
'
-
3
"
131'-3"
12'-5 1/2"5'-11 1/2"22'-11"34'-8"33'-11 1/2"8'-9 1/2"12'-6"2'-6"
65
'
-
0
"
31
'
-
1
1
1
/
2
"
33
'
-
0
1
/
2
"
BALCONY BALCONY
BALCONY
BA
L
C
O
N
Y
BA
L
C
O
N
Y
BA
L
C
O
N
Y
BA
L
C
O
N
Y
CORRIDOR
200
A
A9.7
FRONT SETBACK LINE
SHOWN FOR REFERENCE
B
A9.7A3.2
A3.2
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
3RD FLOOR PLAN
SCALE: 1” = 10’-0”
N
A2.2
SCALE:1" = 10'-0"
0 105 20
STAIR
A
131'-3"
12'-5 1/2"5'-11 1/2"22'-11"34'-8"33'-11 1/2"8'-9 1/2"12'-6"
131'-3"
1'-0"40'-5 1/2"89'-9 1/2"
64
'
-
6
"
29
'
-
5
1
/
2
"
5'
-
7
"
3'
-
5
1
/
2
"
11
'
-
9
"
14
'
-
3
"
65
'
-
0
"
33
'
-
0
1
/
2
"
31
'
-
1
1
1
/
2
"
BALCONY BALCONY
BALCONY
BA
L
C
O
N
Y
BA
L
C
O
N
Y
BA
L
C
O
N
Y
BA
L
C
O
N
Y
UNIT
301
UNIT
302
UNIT
303
UNIT
304
UNIT
305
STAIR
B
UNIT
306
UNIT
307
CORRIDOR
300
A
A9.7
FRONT SETBACK LINE
SHOWN FOR REFERENCE
B
A9.7A3.2
A3.2
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
SOUTH EAST ELEVATION
NORTH EAST ELEVATION
SCALE: 1” = 10’-0”
SCALE: 1” = 10’-0”
A3.0
1ST FLOOR
0'-0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
33'-0"
5'-0"
SETBACK
1'-3"
1ST FLOOR
0'-0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
31'-6"
5'-0"
SETBACK
1012"
1ST FLOOR
0'-0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
33'-0"
5'-0"
SETBACK
1'-3"
1ST FLOOR
0'-0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
31'-6"
5'-0"
SETBACK
1012"
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26 A3.1
SOUTH WEST ELEVATION
SCALE: 1” = 10’-0”
SCALE: 1” = 10’-0”
NORTH EAST ELEVATION
1ST FLOOR
0'-0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
33'-0"
10'-0"
SETBACK
1ST FLOOR
0'-0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
33'-0"
5'-0"
SETBACK
1'-4"
1ST FLOOR
0'-0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
33'-0"
10'-0"
SETBACK
1ST FLOOR
0'-0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
33'-0"
5'-0"
SETBACK
1'-4"
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
1ST FLOOR
0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF30'-0"TOP OF PARAPET33'-0"
33
'
-
0
"
3'-0"
10
'
-
0
"
10
'
-
0
"
10
'
-
0
"
CORRIDOR
100
CORRIDOR
200
CORRIDOR
300
UNIT
306
UNIT
206
AMENITY
105
UNIT
102
UNIT
203
UNIT
303
PROPOSED ROOFTOP MECHANICAL EQUIPMENT LOCATION
5'
-
6
"
LINE OF SIGHT
TO ROOFTOP
MECHANICAL EQUIPMENT
PARKING LOT
1ST FLOOR
0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
33'-0"
5'
-
6
"
LINE OF SIGHT
TO ROOFTOP
MECHANICAL EQUIPMENT
PROPOSED ROOFTOP MECHANICAL
EQUIPMENT LOCATION
AMENITY
105
UNIT
207
UNIT
206
UNIT
307
UNIT
306
LOBBY
112
3'
-
0
"
10
'
-
0
"
10
'
-
0
"
10
'
-
0
"
33
'
-
0
"
856 NW Bond St. Suite 200
Bend, Oregon
541.648.1010
info@tenoverstudio.com
www.tenoverstudio.com
PROJ #:
38
2
P
I
S
M
O
S
T
A
P
A
R
T
M
E
N
T
S
38
2
P
I
S
M
O
S
T
R
E
E
T
SA
N
L
U
I
S
O
B
I
S
P
O
,
C
A
9
3
4
0
1
2023-163
3/32" = 1'-0"1 SD SECTION 1
3/32" = 1'-0"2 SD SECTION 2
A3.2
b. PISMO STREET SECTION
SCALE: 3/32” = 1’-0”
NOTE: MECHANICAL EQUIPMENT DESIGN & SEPECIFICATIONS TO BE DETERMINED.
ROOFTOP SCREENS TO BE PROVIDED DURING BUILDING PERMIT SUBMITTAL IF
SPECIFIED MECHANICAL EQUIPMENT IS NOT ADEQUATELY SCREENED FROM VIEW.
1ST FLOOR
0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
33'-0"
33
'
-
0
"
3'
-
0
"
10
'
-
0
"
10
'
-
0
"
10
'
-
0
"
CORRIDOR
100
CORRIDOR
200
CORRIDOR
300
UNIT
306
UNIT
206
AMENITY
105
UNIT
102
UNIT
203
UNIT
303
PROPOSED ROOFTOP MECHANICAL
EQUIPMENT LOCATION
5'
-
6
"
LINE OF SIGHT
TO ROOFTOP
MECHANICAL EQUIPMENT
PARKING LOT
1ST FLOOR
0"
2ND FLOOR
10'-0"
3RD FLOOR
20'-0"
TOP OF ROOF
30'-0"
TOP OF PARAPET
33'-0"
5'
-
6
"
LINE OF SIGHT
TO ROOFTOP
MECHANICAL EQUIPMENT
PROPOSED ROOFTOP MECHANICAL
EQUIPMENT LOCATION
AMENITY
105
UNIT
207
UNIT
206
UNIT
307
UNIT
306
LOBBY
112
3'
-
0
"
10
'
-
0
"
10
'
-
0
"
10
'
-
0
"
33
'
-
0
"
856 NW Bond St. Suite 200
Bend, Oregon
541.648.1010
info@tenoverstudio.com
www.tenoverstudio.com
PROJ #:
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2023-163
3/32" = 1'-0"1 SD SECTION 1
3/32" = 1'-0"2 SD SECTION 2
a. PARKING LOT SECTION
SCALE: 3/32” = 1’-0”
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26 A4.0
MATERIAL BOARD
MFR: TBD
MFR : JELDWEN OR APPROVEL EQUAL
MFR : JAMES HARDIE MFR : LA HABRA
MULLED SLIDER WINDOW
BLACK VYNYL OR ALUMINUM
VERTIAL METAL SIDING
PURPLE COLOR FINISH
STUCCO EXTERIOR WALL FINISH
SANTA BARBARA STYLE - GRAY GREEN COLOR
FIBER CEMENT SIDING
SMOOTH - LIGHT GRAY PAINTED FINISH
MFR : TBD
BLACK METAL RAILING
MFR : TBD
MFR : TBD
BLACK METAL CANOPY
BLACK EXTERIOR LIGHT FIXTURE
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26 A5.0
DETAILS
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE1FRONT ELEVATION
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
MOUNT GATE TO GALV. STEEL
POSTS PER 2/A5.1
WELD 1"X14" STEEL STRAP
DIAGONALLY TO BACK OF
GATE FRAME-GALV.
PROVIDE CANE BOLT AT INACTIVE
LEAF PER DETAIL 3/A5.1
HORIZONTAL 2X4 NATURAL CEDAR IN
NATURAL WOOD COLOR AND TEXTURE
(CUT FOR CLARITY); MIN. 1/4" AND MAX.
1/2" GAP BETWEEN MEMBERS
2"X4"X3 16" GALVANIZED STEEL TUBE
GATE FRAME. WELD CORNERS,
PROVIDE WEEP HOLES AT BOTTOM;
POWDERED SW 6991 'BLACK MAGIC'
PROVIDE LATCH AND LEVER HARDWARE
AT ACTIVE LEAF; MAX. 5 LBS PRESSURE
OPERATION COMPLIANT WITH REACH
RANGES, SEE DETAIL 4/A5.1
6'
-
0
"
3'
-
2
"
11
'
-
1
"
3'-0" WIDE SWING DOOR
WITH ADA COMPLIANT
LEVER HARDWARE.
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE2SIDE ELEVATION
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
6'
-
0
"
10
'
-
0
"
C
L
R
.
11
'
-
1
"
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE3REAR ELEVATION
6'
-
0
"
11
'
-
1
"
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
6"
SCALE:1/2" = 1'-0" 1 CMU WALL SECTION
TRASH ENCLOSURE
2" CAP
CONCRETE PAVING,
REFER TO CIVIL SHEETS
10" HIGH CONCRETE
CURB (WHERE OCCURS)
8" SOLID GROUT SMOTTH
FACE MASONRY WALL
#5 @ 16" AT CENTER
LINE OF WALL
EQ.
#4 @ 24" (HORIZONTAL), TYP.
(3) #6 OR (4) #5 CONTINUOUS
7/8" STUCCO WALL FINISH
#6 @ 12" O.C. OR #5 @ 9" O.C.1'
-
6
"
M
I
N
.
3'-0"
3"
C
L
R
.
5" CONCRETE
SLAB W/ #4 @
18" O.C. EA WAY
O/ BASE/SUB.
BASE PER SOILS
REPORT.
6'
-
0
"
M
A
X
.
SCALE:1" = 1'-0" 2 TRASH ENCLOSURE GATE CONNECTION
CMU WALL, REFER TO CIVIL AND
STRUCTURAL SHEETS
CUT OFF EXCESS BOLT LENGTH
4" TUBE GALV. STEEL POST POWDER
COATED SW 6991 'BLACK MAGIC',
REFER TO STRUCTURAL SHEETS FOR
MOUNTING TO CONCRETE WALL
2"X4"X3 16" GALVANIZED STEEL
TUBE GATE FRAME. WELD
CORNERS, PROVIDE WEEP HOLES
AT BOTTOM; POWDER COATED SW
6991 'BLACK MAGIC'
6" SCREW HOOK / STRAP HINGE,
STANLEY 290BC OR EQUAL;TYP.
OF (2), ONE AT EACH HORIZONTAL
FRAME. ANCHOR TO TUBE STEEL
FRAME WITH EXPANSION BOLTS
HORIZONTAL 2X4 NATURAL CEDAR
SCALE:1-1/2" = 1'-0"3 CANE BOLT
TRASH ENCLOSURE
3/16" CANE BOLD SUPPORT METAL
PLATE MOUNTED TO GATE TUBE
STEEL
1" I.D. PIPE SECTION WELDED TO
SUPPORT PLATE
STOP PIN REST
3/4" STEEL CANE BOLT WITH
WELDED STOP PIN
1-1/4" I.D. STEEL PIPE IN CONCRETE
SLAB
CONCRETE SLAB, REFER TO
STRUCTURAL SHEETS
SLIDE BOLT GUIDES
6"3"3"
LOCK HASP
3/4" SOLID SLID BOLT
SCALE:1-1/2" = 1'-0"4 LATCH BOLT
TRASH ENCLOSURESCALE:1/4" = 1'-0"
TRASH ENCLOSURE1FRONT ELEVATION
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
MOUNT GATE TO GALV. STEEL
POSTS PER 2/A5.1
WELD 1"X14" STEEL STRAP
DIAGONALLY TO BACK OF
GATE FRAME-GALV.
PROVIDE CANE BOLT AT INACTIVE
LEAF PER DETAIL 3/A5.1
HORIZONTAL 2X4 NATURAL CEDAR IN
NATURAL WOOD COLOR AND TEXTURE
(CUT FOR CLARITY); MIN. 1/4" AND MAX.
1/2" GAP BETWEEN MEMBERS
2"X4"X3 16" GALVANIZED STEEL TUBE
GATE FRAME. WELD CORNERS,
PROVIDE WEEP HOLES AT BOTTOM;
POWDERED SW 6991 'BLACK MAGIC'
PROVIDE LATCH AND LEVER HARDWARE
AT ACTIVE LEAF; MAX. 5 LBS PRESSURE
OPERATION COMPLIANT WITH REACH
RANGES, SEE DETAIL 4/A5.1
6'
-
0
"
3'
-
2
"
11
'
-
1
"
3'-0" WIDE SWING DOOR
WITH ADA COMPLIANT
LEVER HARDWARE.
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE2SIDE ELEVATION
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
6'
-
0
"
10
'
-
0
"
C
L
R
.
11
'
-
1
"
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE3REAR ELEVATION
6'
-
0
"
11
'
-
1
"
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
6"
SCALE:1/2" = 1'-0" 1 CMU WALL SECTION
TRASH ENCLOSURE
2" CAP
CONCRETE PAVING,
REFER TO CIVIL SHEETS
10" HIGH CONCRETE
CURB (WHERE OCCURS)
8" SOLID GROUT SMOTTH
FACE MASONRY WALL
#5 @ 16" AT CENTER
LINE OF WALL
EQ.
#4 @ 24" (HORIZONTAL), TYP.
(3) #6 OR (4) #5 CONTINUOUS
7/8" STUCCO WALL FINISH
#6 @ 12" O.C. OR #5 @ 9" O.C.1'
-
6
"
M
I
N
.
3'-0"
3"
C
L
R
.
5" CONCRETE
SLAB W/ #4 @
18" O.C. EA WAY
O/ BASE/SUB.
BASE PER SOILS
REPORT.
6'
-
0
"
M
A
X
.
SCALE:1" = 1'-0" 2 TRASH ENCLOSURE GATE CONNECTION
CMU WALL, REFER TO CIVIL AND
STRUCTURAL SHEETS
CUT OFF EXCESS BOLT LENGTH
4" TUBE GALV. STEEL POST POWDER
COATED SW 6991 'BLACK MAGIC',
REFER TO STRUCTURAL SHEETS FOR
MOUNTING TO CONCRETE WALL
2"X4"X3 16" GALVANIZED STEEL
TUBE GATE FRAME. WELD
CORNERS, PROVIDE WEEP HOLES
AT BOTTOM; POWDER COATED SW
6991 'BLACK MAGIC'
6" SCREW HOOK / STRAP HINGE,
STANLEY 290BC OR EQUAL;TYP.
OF (2), ONE AT EACH HORIZONTAL
FRAME. ANCHOR TO TUBE STEEL
FRAME WITH EXPANSION BOLTS
HORIZONTAL 2X4 NATURAL CEDAR
SCALE:1-1/2" = 1'-0"3 CANE BOLT
TRASH ENCLOSURE
3/16" CANE BOLD SUPPORT METAL
PLATE MOUNTED TO GATE TUBE
STEEL
1" I.D. PIPE SECTION WELDED TO
SUPPORT PLATE
STOP PIN REST
3/4" STEEL CANE BOLT WITH
WELDED STOP PIN
1-1/4" I.D. STEEL PIPE IN CONCRETE
SLAB
CONCRETE SLAB, REFER TO
STRUCTURAL SHEETS
SLIDE BOLT GUIDES
6"3"3"
LOCK HASP
3/4" SOLID SLID BOLT
SCALE:1-1/2" = 1'-0"4 LATCH BOLT
TRASH ENCLOSURE
SCALE:1/4" = 1'-0"TRASH ENCLOSURE1FRONT ELEVATION8" CMU WALLWITH STUCCOFINISH PAINTEDTO MATCH MAINBUILDING COLOR MOUNT GATE TO GALV. STEELPOSTS PER 2/A5.1 WELD 1"X14" STEEL STRAPDIAGONALLY TO BACK OFGATE FRAME-GALV.PROVIDE CANE BOLT AT INACTIVELEAF PER DETAIL 3/A5.1HORIZONTAL 2X4 NATURAL CEDAR INNATURAL WOOD COLOR AND TEXTURE(CUT FOR CLARITY); MIN. 1/4" AND MAX.1/2" GAP BETWEEN MEMBERS2"X4"X3 16" GALVANIZED STEEL TUBEGATE FRAME. WELD CORNERS,PROVIDE WEEP HOLES AT BOTTOM;POWDERED SW 6991 'BLACK MAGIC'PROVIDE LATCH AND LEVER HARDWAREAT ACTIVE LEAF; MAX. 5 LBS PRESSUREOPERATION COMPLIANT WITH REACHRANGES, SEE DETAIL 4/A5.1 6'-0"3'-2"11'-1"3'-0" WIDE SWING DOORWITH ADA COMPLIANTLEVER HARDWARE.STANDING SEAM METALROOF ON 4X6 BEAMS.POWDER COAT STRUCTURESW 6991 "BLACK MAGIC"SCALE:1/4" = 1'-0"TRASH ENCLOSURE2SIDE ELEVATIONSTANDING SEAM METALROOF ON 4X6 BEAMS.POWDER COAT STRUCTURESW 6991 "BLACK MAGIC"8" CMU WALLWITH STUCCOFINISH PAINTEDTO MATCH MAINBUILDING COLOR 6'-0"10'-0" CLR.11'-1"4X4 GALV. STEEL POST,POWDER COATSTRUCTURE SW 6991"BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE3REAR ELEVATION
6'
-
0
"
11
'
-
1
"
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
6"SCALE:1/2" = 1'-0" 1 CMU WALL SECTIONTRASH ENCLOSURE 2" CAPCONCRETE PAVING,REFER TO CIVIL SHEETS10" HIGH CONCRETECURB (WHERE OCCURS)8" SOLID GROUT SMOTTHFACE MASONRY WALL#5 @ 16" AT CENTERLINE OF WALLEQ.#4 @ 24" (HORIZONTAL), TYP.(3) #6 OR (4) #5 CONTINUOUS7/8" STUCCO WALL FINISH#6 @ 12" O.C. OR #5 @ 9" O.C.1'-6" MIN.3'-0"3" CLR.5" CONCRETESLAB W/ #4 @18" O.C. EA WAYO/ BASE/SUB.BASE PER SOILSREPORT.6'-0" MAX.SCALE:1" = 1'-0" 2 TRASH ENCLOSURE GATE CONNECTIONCMU WALL, REFER TO CIVIL ANDSTRUCTURAL SHEETSCUT OFF EXCESS BOLT LENGTH4" TUBE GALV. STEEL POST POWDERCOATED SW 6991 'BLACK MAGIC',REFER TO STRUCTURAL SHEETS FORMOUNTING TO CONCRETE WALL2"X4"X3 16" GALVANIZED STEELTUBE GATE FRAME. WELDCORNERS, PROVIDE WEEP HOLESAT BOTTOM; POWDER COATED SW6991 'BLACK MAGIC'6" SCREW HOOK / STRAP HINGE,STANLEY 290BC OR EQUAL;TYP.OF (2), ONE AT EACH HORIZONTALFRAME. ANCHOR TO TUBE STEELFRAME WITH EXPANSION BOLTSHORIZONTAL 2X4 NATURAL CEDAR
SCALE:1-1/2" = 1'-0"3 CANE BOLT
TRASH ENCLOSURE
3/16" CANE BOLD SUPPORT METAL
PLATE MOUNTED TO GATE TUBE
STEEL
1" I.D. PIPE SECTION WELDED TO
SUPPORT PLATE
STOP PIN REST
3/4" STEEL CANE BOLT WITH
WELDED STOP PIN
1-1/4" I.D. STEEL PIPE IN CONCRETE
SLAB
CONCRETE SLAB, REFER TO
STRUCTURAL SHEETS
SLIDE BOLT GUIDES
6"3"3"
LOCK HASP
3/4" SOLID SLID BOLT
SCALE:1-1/2" = 1'-0"4 LATCH BOLT
TRASH ENCLOSURE
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26 A5.1
DETAILS
SCALE:3/4" = 1'-0"6 6' HT. FENCE ON CIPC RETAINING WALL
TOP MOUNTED INSTALLATION
CONCRETE RETAINING WALL, REFER
STRUCTURAL PLANS FOR FOOTINGS
AND REINFORCEMENT
MASONRY BOLT
PRE-DRILL HOLE, CLEAR DEBRIS
PRIOR TO BOLTING POST
POST MOUNT BRACKET
BOARDFORM FINISH ON FACE OF
WALL, TYP.
SMOOTH TROWEL TOP
SURFACE
1/2" R. ALL EXPOSED EDGES
NOTES:
1.BOARDFORM FINISH TO BE MADE WITH 2 X 6 CLEAN,
CEDAR BOARDS, ROUGH SIDE OUT.
2.CONCRETE TO BE NATURAL GRAY COLOR.
3.REFER TO CIVIL PLANS FOR WALL HEIGHTS AND
LOCATIONS.
9'
-
0
"
M
A
X
6'
-
0
"
M
A
X
PROPERTY LINE
FG PER CIVIL
EG OF NEIGHBORING
PROPERTY PER PLAN
4 X 4 WOOD FENCE POST, INSTALL
CENTERED ON WALL
WOOD POST CAP
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE1FRONT ELEVATION
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
MOUNT GATE TO GALV. STEEL
POSTS PER 2/A5.1
WELD 1"X14" STEEL STRAP
DIAGONALLY TO BACK OF
GATE FRAME-GALV.
PROVIDE CANE BOLT AT INACTIVE
LEAF PER DETAIL 3/A5.1
HORIZONTAL 2X4 NATURAL CEDAR IN
NATURAL WOOD COLOR AND TEXTURE
(CUT FOR CLARITY); MIN. 1/4" AND MAX.
1/2" GAP BETWEEN MEMBERS
2"X4"X316" GALVANIZED STEEL TUBE
GATE FRAME. WELD CORNERS,
PROVIDE WEEP HOLES AT BOTTOM;
POWDERED SW 6991 'BLACK MAGIC'
PROVIDE LATCH AND LEVER HARDWARE
AT ACTIVE LEAF; MAX. 5 LBS PRESSURE
OPERATION COMPLIANT WITH REACH
RANGES, SEE DETAIL 4/A5.1
6'
-
0
"
3'
-
2
"
11
'
-
1
"
3'-0" WIDE SWING DOOR
WITH ADA COMPLIANT
LEVER HARDWARE.
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE2SIDE ELEVATION
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
6'
-
0
"
10
'
-
0
"
C
L
R
.
11
'
-
1
"
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE3REAR ELEVATION
6'
-
0
"
11
'
-
1
"
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
6"
SCALE:1/2" = 1'-0" 1 CMU WALL SECTION
TRASH ENCLOSURE
2" CAP
CONCRETE PAVING,
REFER TO CIVIL SHEETS
10" HIGH CONCRETE
CURB (WHERE OCCURS)
8" SOLID GROUT SMOTTH
FACE MASONRY WALL
#5 @ 16" AT CENTER
LINE OF WALL
EQ.
#4 @ 24" (HORIZONTAL), TYP.
(3) #6 OR (4) #5 CONTINUOUS
7/8" STUCCO WALL FINISH
#6 @ 12" O.C. OR #5 @ 9" O.C.1'
-
6
"
M
I
N
.
3'-0"
3"
C
L
R
.
5" CONCRETE
SLAB W/ #4 @
18" O.C. EA WAY
O/ BASE/SUB.
BASE PER SOILS
REPORT.
6'
-
0
"
M
A
X
.
SCALE:1" = 1'-0" 2 TRASH ENCLOSURE GATE CONNECTION
CMU WALL, REFER TO CIVIL AND
STRUCTURAL SHEETS
CUT OFF EXCESS BOLT LENGTH
4" TUBE GALV. STEEL POST POWDER
COATED SW 6991 'BLACK MAGIC',
REFER TO STRUCTURAL SHEETS FOR
MOUNTING TO CONCRETE WALL
2"X4"X3 16" GALVANIZED STEEL
TUBE GATE FRAME. WELD
CORNERS, PROVIDE WEEP HOLES
AT BOTTOM; POWDER COATED SW
6991 'BLACK MAGIC'
6" SCREW HOOK / STRAP HINGE,
STANLEY 290BC OR EQUAL;TYP.
OF (2), ONE AT EACH HORIZONTAL
FRAME. ANCHOR TO TUBE STEEL
FRAME WITH EXPANSION BOLTS
HORIZONTAL 2X4 NATURAL CEDAR
SCALE:1-1/2" = 1'-0"3 CANE BOLT
TRASH ENCLOSURE
3/16" CANE BOLD SUPPORT METAL
PLATE MOUNTED TO GATE TUBE
STEEL
1" I.D. PIPE SECTION WELDED TO
SUPPORT PLATE
STOP PIN REST
3/4" STEEL CANE BOLT WITH
WELDED STOP PIN
1-1/4" I.D. STEEL PIPE IN CONCRETE
SLAB
CONCRETE SLAB, REFER TO
STRUCTURAL SHEETS
SLIDE BOLT GUIDES
6"3"3"
LOCK HASP
3/4" SOLID SLID BOLT
SCALE:1-1/2" = 1'-0"4 LATCH BOLT
TRASH ENCLOSURE
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE1FRONT ELEVATION
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
MOUNT GATE TO GALV. STEEL
POSTS PER 2/A5.1
WELD 1"X14" STEEL STRAP
DIAGONALLY TO BACK OF
GATE FRAME-GALV.
PROVIDE CANE BOLT AT INACTIVE
LEAF PER DETAIL 3/A5.1
HORIZONTAL 2X4 NATURAL CEDAR IN
NATURAL WOOD COLOR AND TEXTURE
(CUT FOR CLARITY); MIN. 1/4" AND MAX.
1/2" GAP BETWEEN MEMBERS
2"X4"X3 16" GALVANIZED STEEL TUBE
GATE FRAME. WELD CORNERS,
PROVIDE WEEP HOLES AT BOTTOM;
POWDERED SW 6991 'BLACK MAGIC'
PROVIDE LATCH AND LEVER HARDWARE
AT ACTIVE LEAF; MAX. 5 LBS PRESSURE
OPERATION COMPLIANT WITH REACH
RANGES, SEE DETAIL 4/A5.1
6'
-
0
"
3'
-
2
"
11
'
-
1
"
3'-0" WIDE SWING DOOR
WITH ADA COMPLIANT
LEVER HARDWARE.
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE2SIDE ELEVATION
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
6'
-
0
"
10
'
-
0
"
C
L
R
.
11
'
-
1
"
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE3REAR ELEVATION
6'
-
0
"
11
'
-
1
"
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
6"
SCALE:1/2" = 1'-0" 1 CMU WALL SECTION
TRASH ENCLOSURE
2" CAP
CONCRETE PAVING,
REFER TO CIVIL SHEETS
10" HIGH CONCRETE
CURB (WHERE OCCURS)
8" SOLID GROUT SMOTTH
FACE MASONRY WALL
#5 @ 16" AT CENTER
LINE OF WALL
EQ.
#4 @ 24" (HORIZONTAL), TYP.
(3) #6 OR (4) #5 CONTINUOUS
7/8" STUCCO WALL FINISH
#6 @ 12" O.C. OR #5 @ 9" O.C.1'
-
6
"
M
I
N
.
3'-0"
3"
C
L
R
.
5" CONCRETE
SLAB W/ #4 @
18" O.C. EA WAY
O/ BASE/SUB.
BASE PER SOILS
REPORT.
6'
-
0
"
M
A
X
.
SCALE:1" = 1'-0" 2 TRASH ENCLOSURE GATE CONNECTION
CMU WALL, REFER TO CIVIL AND
STRUCTURAL SHEETS
CUT OFF EXCESS BOLT LENGTH
4" TUBE GALV. STEEL POST POWDER
COATED SW 6991 'BLACK MAGIC',
REFER TO STRUCTURAL SHEETS FOR
MOUNTING TO CONCRETE WALL
2"X4"X3 16" GALVANIZED STEEL
TUBE GATE FRAME. WELD
CORNERS, PROVIDE WEEP HOLES
AT BOTTOM; POWDER COATED SW
6991 'BLACK MAGIC'
6" SCREW HOOK / STRAP HINGE,
STANLEY 290BC OR EQUAL;TYP.
OF (2), ONE AT EACH HORIZONTAL
FRAME. ANCHOR TO TUBE STEEL
FRAME WITH EXPANSION BOLTS
HORIZONTAL 2X4 NATURAL CEDAR
SCALE:1-1/2" = 1'-0"3 CANE BOLT
TRASH ENCLOSURE
3/16" CANE BOLD SUPPORT METAL
PLATE MOUNTED TO GATE TUBE
STEEL
1" I.D. PIPE SECTION WELDED TO
SUPPORT PLATE
STOP PIN REST
3/4" STEEL CANE BOLT WITH
WELDED STOP PIN
1-1/4" I.D. STEEL PIPE IN CONCRETE
SLAB
CONCRETE SLAB, REFER TO
STRUCTURAL SHEETS
SLIDE BOLT GUIDES
6"3"3"
LOCK HASP
3/4" SOLID SLID BOLT
SCALE:1-1/2" = 1'-0"4 LATCH BOLT
TRASH ENCLOSURE
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE1FRONT ELEVATION
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
MOUNT GATE TO GALV. STEEL
POSTS PER 2/A5.1
WELD 1"X14" STEEL STRAP
DIAGONALLY TO BACK OF
GATE FRAME-GALV.
PROVIDE CANE BOLT AT INACTIVE
LEAF PER DETAIL 3/A5.1
HORIZONTAL 2X4 NATURAL CEDAR IN
NATURAL WOOD COLOR AND TEXTURE
(CUT FOR CLARITY); MIN. 1/4" AND MAX.
1/2" GAP BETWEEN MEMBERS
2"X4"X316" GALVANIZED STEEL TUBE
GATE FRAME. WELD CORNERS,
PROVIDE WEEP HOLES AT BOTTOM;
POWDERED SW 6991 'BLACK MAGIC'
PROVIDE LATCH AND LEVER HARDWARE
AT ACTIVE LEAF; MAX. 5 LBS PRESSURE
OPERATION COMPLIANT WITH REACH
RANGES, SEE DETAIL 4/A5.1
6'
-
0
"
3'
-
2
"
11
'
-
1
"
3'-0" WIDE SWING DOOR
WITH ADA COMPLIANT
LEVER HARDWARE.
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE2SIDE ELEVATION
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
6'
-
0
"
10
'
-
0
"
C
L
R
.
11
'
-
1
"
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE3REAR ELEVATION
6'
-
0
"
11
'
-
1
"
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
6"
SCALE:1/2" = 1'-0" 1 CMU WALL SECTION
TRASH ENCLOSURE
2" CAP
CONCRETE PAVING,
REFER TO CIVIL SHEETS
10" HIGH CONCRETE
CURB (WHERE OCCURS)
8" SOLID GROUT SMOTTH
FACE MASONRY WALL
#5 @ 16" AT CENTER
LINE OF WALL
EQ.
#4 @ 24" (HORIZONTAL), TYP.
(3) #6 OR (4) #5 CONTINUOUS
7/8" STUCCO WALL FINISH
#6 @ 12" O.C. OR #5 @ 9" O.C.1'
-
6
"
M
I
N
.
3'-0"
3"
C
L
R
.
5" CONCRETE
SLAB W/ #4 @
18" O.C. EA WAY
O/ BASE/SUB.
BASE PER SOILS
REPORT.
6'
-
0
"
M
A
X
.
SCALE:1" = 1'-0" 2 TRASH ENCLOSURE GATE CONNECTION
CMU WALL, REFER TO CIVIL AND
STRUCTURAL SHEETS
CUT OFF EXCESS BOLT LENGTH
4" TUBE GALV. STEEL POST POWDER
COATED SW 6991 'BLACK MAGIC',
REFER TO STRUCTURAL SHEETS FOR
MOUNTING TO CONCRETE WALL
2"X4"X3 16" GALVANIZED STEEL
TUBE GATE FRAME. WELD
CORNERS, PROVIDE WEEP HOLES
AT BOTTOM; POWDER COATED SW
6991 'BLACK MAGIC'
6" SCREW HOOK / STRAP HINGE,
STANLEY 290BC OR EQUAL;TYP.
OF (2), ONE AT EACH HORIZONTAL
FRAME. ANCHOR TO TUBE STEEL
FRAME WITH EXPANSION BOLTS
HORIZONTAL 2X4 NATURAL CEDAR
SCALE:1-1/2" = 1'-0"3 CANE BOLT
TRASH ENCLOSURE
3/16" CANE BOLD SUPPORT METAL
PLATE MOUNTED TO GATE TUBE
STEEL
1" I.D. PIPE SECTION WELDED TO
SUPPORT PLATE
STOP PIN REST
3/4" STEEL CANE BOLT WITH
WELDED STOP PIN
1-1/4" I.D. STEEL PIPE IN CONCRETE
SLAB
CONCRETE SLAB, REFER TO
STRUCTURAL SHEETS
SLIDE BOLT GUIDES
6"3"3"
LOCK HASP
3/4" SOLID SLID BOLT
SCALE:1-1/2" = 1'-0"4 LATCH BOLT
TRASH ENCLOSURE
SCALE:1/4" = 1'-0"TRASH ENCLOSURE1FRONT ELEVATION
8" CMU WALLWITH STUCCOFINISH PAINTEDTO MATCH MAINBUILDING COLORMOUNT GATE TO GALV. STEELPOSTS PER 2/A5.1WELD 1"X14" STEEL STRAPDIAGONALLY TO BACK OFGATE FRAME-GALV.PROVIDE CANE BOLT AT INACTIVELEAF PER DETAIL 3/A5.1HORIZONTAL 2X4 NATURAL CEDAR INNATURAL WOOD COLOR AND TEXTURE(CUT FOR CLARITY); MIN. 1/4" AND MAX.1/2" GAP BETWEEN MEMBERS2"X4"X316" GALVANIZED STEEL TUBEGATE FRAME. WELD CORNERS,PROVIDE WEEP HOLES AT BOTTOM;POWDERED SW 6991 'BLACK MAGIC'PROVIDE LATCH AND LEVER HARDWAREAT ACTIVE LEAF; MAX. 5 LBS PRESSUREOPERATION COMPLIANT WITH REACHRANGES, SEE DETAIL 4/A5.16'-0"3'-2"11'-1"3'-0" WIDE SWING DOORWITH ADA COMPLIANTLEVER HARDWARE.STANDING SEAM METALROOF ON 4X6 BEAMS.POWDER COAT STRUCTURESW 6991 "BLACK MAGIC"
SCALE:1/4" = 1'-0"TRASH ENCLOSURE2SIDE ELEVATION
STANDING SEAM METALROOF ON 4X6 BEAMS.POWDER COAT STRUCTURESW 6991 "BLACK MAGIC"8" CMU WALLWITH STUCCOFINISH PAINTEDTO MATCH MAINBUILDING COLOR 6'-0"10'-0" CLR.11'-1"4X4 GALV. STEEL POST,POWDER COATSTRUCTURE SW 6991"BLACK MAGIC"
SCALE:1/4" = 1'-0"
TRASH ENCLOSURE3REAR ELEVATION
6'
-
0
"
11
'
-
1
"
STANDING SEAM METAL
ROOF ON 4X6 BEAMS.
POWDER COAT STRUCTURE
SW 6991 "BLACK MAGIC"
8" CMU WALL
WITH STUCCO
FINISH PAINTED
TO MATCH MAIN
BUILDING COLOR
4X4 GALV. STEEL POST,
POWDER COAT
STRUCTURE SW 6991
"BLACK MAGIC"
6"
SCALE:1/2" = 1'-0" 1 CMU WALL SECTIONTRASH ENCLOSURE
2" CAPCONCRETE PAVING,REFER TO CIVIL SHEETS10" HIGH CONCRETECURB (WHERE OCCURS)8" SOLID GROUT SMOTTHFACE MASONRY WALL#5 @ 16" AT CENTERLINE OF WALLEQ.#4 @ 24" (HORIZONTAL), TYP.(3) #6 OR (4) #5 CONTINUOUS7/8" STUCCO WALL FINISH#6 @ 12" O.C. OR #5 @ 9" O.C.1'-6" MIN.3'-0"3" CLR.5" CONCRETESLAB W/ #4 @18" O.C. EA WAYO/ BASE/SUB.BASE PER SOILSREPORT.6'-0" MAX.
SCALE:1" = 1'-0" 2 TRASH ENCLOSURE GATE CONNECTIONCMU WALL, REFER TO CIVIL ANDSTRUCTURAL SHEETSCUT OFF EXCESS BOLT LENGTH4" TUBE GALV. STEEL POST POWDERCOATED SW 6991 'BLACK MAGIC',REFER TO STRUCTURAL SHEETS FORMOUNTING TO CONCRETE WALL2"X4"X3 16" GALVANIZED STEELTUBE GATE FRAME. WELDCORNERS, PROVIDE WEEP HOLESAT BOTTOM; POWDER COATED SW6991 'BLACK MAGIC'6" SCREW HOOK / STRAP HINGE,STANLEY 290BC OR EQUAL;TYP.OF (2), ONE AT EACH HORIZONTALFRAME. ANCHOR TO TUBE STEELFRAME WITH EXPANSION BOLTSHORIZONTAL 2X4 NATURAL CEDAR
SCALE:1-1/2" = 1'-0"3 CANE BOLT
TRASH ENCLOSURE
3/16" CANE BOLD SUPPORT METAL
PLATE MOUNTED TO GATE TUBE
STEEL
1" I.D. PIPE SECTION WELDED TO
SUPPORT PLATE
STOP PIN REST
3/4" STEEL CANE BOLT WITH
WELDED STOP PIN
1-1/4" I.D. STEEL PIPE IN CONCRETE
SLAB
CONCRETE SLAB, REFER TO
STRUCTURAL SHEETS
SLIDE BOLT GUIDES
6"3"3"
LOCK HASP
3/4" SOLID SLID BOLT
SCALE:1-1/2" = 1'-0"4 LATCH BOLT
TRASH ENCLOSURESCALE:1/2" = 1'-0"5 3' HT. HORIZONTAL WOOD FENCE
NOTES:
1.WOOD SPECIES TO BE CONFIRMED BY OWNER. ASSUME 2X6 KILN DRIED CEDAR DECKING BOARDS FOR PRICING.
2.ALL WOOD SHALL BE STAINED AND SEALED. ALL CROSS CUTS SHALL BE SEALED WITH CLEAR PARAFFIN WAX BASED SEALER.
3.ALL POSTS TO BE 2.5"X2.5" HSS STL, PAINTED BLACK W/ WELDED CAP.
4.ALL FASTENERS AND HARDWARE TO BE STAINLESS STEEL.
5.POSTS SHALL BE LOCATED ON INSIDE OF FENCE.
6'-0" O.C. SPACING MAX
2X6 SLATS
2.5"X2.5" SQ.
HSS STL. POST
2'
-
0
"
M
I
N
.
C
O
N
F
I
R
M
W/
S
T
R
U
C
T
U
R
A
L
E
N
G
3"
12" Ø SONOTUBE
CONCRETE FOOTING
2X6 CEDAR SLATS, STAIN
AND SEAL, ALTERNATE
SEAMS
COUNTERSINK ST. STL.
TEK SCREWS
ADJACENT 6' HT. WOOD
FENCE ON RETAINING WALL
212"
BOTTOM BOARD TO
BE 2 X 4, APPROX
2-1/2" CLR FROM FG
FG PER CIVIL DWGS
SECTIONELEVATION
3'
-
0
"
WELDED CAP
WELDED CAP
2.5"X2.5" SQ.
HSS STL. POST
NTSNTS
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
street VIEW FROM south
A6.0
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
STREET VIEW FROM EAST
A6.1
539 Marsh Street
San Luis Obispo, CA
805.541.1010
info@tenoverstudio.com
382 PISMO ST APARTMENTS
SAN LUIS OBISPO, CA
DATE: 06/30/26
VIEW FROM parking lot
A6.2