HomeMy WebLinkAboutItem 4a. 3160 Johnson Ave. (ARCH-0361-2023)_High Resolution PlansD
D
PARCEL 3
PARCEL 1
PARCEL 2
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O
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PARCEL 4
TENTATIVE PARCEL
MAP SLO 23-0034
N27°40'23"E 173.77'
S5
2
°
2
4
'
0
0
"
E
1
6
9
.
3
3
'
N40°00'03"E 169.02'
L
=116.6
5
'
,
R
=
7
3
8
.
0
0
'
,
Δ
=
9
°
0
3
'
2
3
"
OH OH OH OH OH
OH
OH
OH
OH
OH
(3
7
5
)
(
3
8
0
)
(3
8
5
)
(3
9
0
)
(3
7
3
)
(
3
7
3
)
(3
7
4
)
(3
7
6
)
(
3
7
7
)
(
3
7
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)
(
3
7
9
)
(
3
8
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)
(
3
8
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)
(
3
8
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)
(
3
8
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)
(3
8
6
)
(3
8
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)
(3
8
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)
(3
8
9
)
(3
7
5
)
(3
8
0
)
(38
5
)
(3
9
0
)
(3
7
6
)
(3
7
7
)
(3
7
8
)
(3
7
9
)
(3
8
1
)
(382
)
(383
)
(384
)
(38
6
)
(38
7
)
(3
8
8
)
(3
8
9
)
380
381
382
37
9
37
8
377
380379378
37
6
37
6
37
6
37
5
37
5
3
7
6
3
7
6
3
7
5
3
7
5
37
6
37
5
37
5
37
6
377
377376376
37
8
37
7
37
5
38
0
37
6
37
7
37
8
37
9
38
1
38
2
RECOMMENDED BY:
PLANNING BUILDING
DIRECTOR OF PUBLIC WORKS DATE
RECOMMENDED BY:
APPROVED BY:
PLOT DATE
SHEET
PROJECT NO.
A-037.01
8/3/2023 3:14 PM
CITY OF SAN LUIS OBISPO
PARCELS A & B
APN: 004-523-016
14 PM 27
R
E
GISTER E D P R O F E S SIONAL
E
N
G
I
N
E
E
R
S
TATE OF C A L I F O R NIA
MA T T H E W W . PR
I E
S
S
C I V I L
TC
MP
MP
DESIGNED BY:
DRAWN BY:
CHECKED BY:YOU DIG
BEFORE
YOU DIG
DAYS BEFORE
TWO WORKINGDIAL
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE
SEAL
MATTHEW W. PRIESS - RCE 69213 - EXP. 06/30/24 DATE
PLANS PREPARED BY:
THIS PLAN WAS PREPARED UNDER THE SUPERVISION OF:
CIVIL ENGINEERING & LAND SURVEYING
Address: 3744 E Chapman Ave #2145, Orange, Ca. 92859
Mobile: (805) 720-2958
Email: mattpriess@yahoo.com
BENCHMARK:
CITY OF SAN LUIS OBISPO BENCHMARK #64 "L&T 26'+/-
NORTH OF B.C.R.AT THE N.E.C OF JOHNSON & LAUREL
LANE.
Elevation: 381.46' (NAVD88)
ADDRESS: 3160 Johnson Ave
San Luis Obispo, Ca. 93401
NOR
T
H
1 inch = ft.
GRAPHIC SCALE
010 10 20
10
305
UTILITY PLAN
C-2
1
3
2
JO
H
N
S
O
N
A
V
E
CONSTRUCTIONS NOTES:
- REMOVE & CAP EXISTING WATER SERVICE CONNECTION
- CONSTRUCT MULTIPLE WATER SERVICE MANIFOLD (4) PER SLO CITY STD 6260
- REMOVE EXISTING SEWER LATERAL
- CONSTRUCT 6" SEWER LATERAL PER SLO CITY STD 6810
- CONSTRUCT SEWER CLEANOUT PER SLO CITY STD 6710
1
2
3
4
5
PARCEL 1
PARCEL 2
PARCEL 3
PARCEL 4
4
5
5
5
5
5
N27°40'23"E 173.77'
S5
2
°
2
4
'
0
0
"
E
1
6
9
.
3
3
'
N40°00'03"E 169.02'
L
=116.6
5
',
R
=
7
3
8.
0
0
',
Δ
=
9
°
0
3
'
2
3
"
OH OH OH
OH
OH
(3
7
5
)
(
3
8
0
)
(3
8
5
)
(3
9
0
)
(3
7
3
)
(
3
7
3
)
(3
7
4
)
(3
7
6
)
(
3
7
7
)
(
3
7
8
)
(
3
7
9
)
(
3
8
1
)
(
3
8
2
)
(
3
8
3
)
(
3
8
4
)
(3
8
6
)
(3
8
7
)
(3
8
8
)
(3
8
9
)
(3
7
5
)
(3
8
0
)
(38
5
)
(3
9
0
)
(3
7
6
)
(3
7
7
)
(3
7
8
)
(3
7
9
)
(3
8
1
)
(382
)
(383
)
(384
)
(38
6
)
(38
7
)
(3
8
8
)
(3
8
9
)
380
381
382
37
9
37
8
377
380379378
37
6
37
6
37
6
37
537
5
3
7
6
3
7
6
3
7
5
3
7
5
37
6
3
7
5
37
5
37
6
377
377376376
37
8
37
7
37
5
38
0
37
6
37
7
37
8
37
9
38
1
38
2
RECOMMENDED BY:
PLANNING BUILDING
DIRECTOR OF PUBLIC WORKS DATE
RECOMMENDED BY:
APPROVED BY:
PLOT DATE
SHEET
PROJECT NO.
A-037.01
8/3/2023 3:14 PM
CITY OF SAN LUIS OBISPO
PARCELS A & B
APN: 004-523-016
14 PM 27
R
E
GISTER E D P R O F E S SIONAL
E
N
G
I
N
E
E
R
S
TATE OF C A L I F O R NIA
MA T T H E W W . PR
I E
S
S
C I V I L
TC
MP
MP
DESIGNED BY:
DRAWN BY:
CHECKED BY:YOU DIG
BEFORE
YOU DIG
DAYS BEFORE
TWO WORKINGDIAL
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE
SEAL
MATTHEW W. PRIESS - RCE 69213 - EXP. 06/30/24 DATE
PLANS PREPARED BY:
THIS PLAN WAS PREPARED UNDER THE SUPERVISION OF:
CIVIL ENGINEERING & LAND SURVEYING
Address: 3744 E Chapman Ave #2145, Orange, Ca. 92859
Mobile: (805) 720-2958
Email: mattpriess@yahoo.com
BENCHMARK:
CITY OF SAN LUIS OBISPO BENCHMARK #64 "L&T 26'+/-
NORTH OF B.C.R.AT THE N.E.C OF JOHNSON & LAUREL
LANE.
Elevation: 381.46' (NAVD88)
ADDRESS: 3160 Johnson Ave
San Luis Obispo, Ca. 93401
NOR
T
H
1 inch = ft.
GRAPHIC SCALE
010 10 20
10
305
EROSION CONTROL PLAN
C-3
JO
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N
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A
V
E
PARCEL 1
PARCEL 2
PARCEL 3
PARCEL 4
STREET SWEEPING & VACUUMING
DESCRIPTION AND PURPOSE
SWEEPING AND VACUUMING INCLUDES USE OF SELF-PROPELLED
AND WALK-BEHIND EQUIPMENT TO REMOVE SEDIMENT FROM
STREETS AND ROADWAYS, AND TO CLEAN PAVED SURFACES IN
PREPARATION FOR FINAL PAVING. SWEEPING AND VACUUMING
PREVENTS SEDIMENT FROM THE PROJECT SITE FROM ENTERING
STORM DRAINS OR RECEIVING WATERS.
SUITABLE APPLICATIONS
SWEEPING AND VACUUMING ARE SUITABLE ANYWHERE
SEDIMENT IS TRACKED FROM THE PROJECT SITE ONTO PUBLIC
AND PRIVATE PAVED STREETS AND ROADS, TYPICALLY AT
POINTS OF EGRESS. SWEEPING AND VACUUMING ARE ALSO
APPLICABLE DURING PREPARATION OF PAVED SURFACES FOR
FINAL PAVING.
LIMITATIONS
SWEEPING AND VACUUMING MAY NOT BE EFFECTIVE WHEN
SEDIMENT IS WET OR WHEN TRACKED SOIL IS CAKED (CAKED
SOIL MAY NEED TO BE SCRAPED LOOSE).
IMPLEMENTATION
·LIMIT THE NUMBER OF POINTS WHERE VEHICLES CAN
LEAVE THE SITE FOCUSES SWEEPING AND VACUUMING
EFFORTS.
·INSPECT POTENTIAL TRACKING LOCATIONS DAILY.
·SWEEP AND VACUUM VISIBLE SEDIMENT TRACKED AREAS
DAILY.
·DO NOT USE KICK BROOMS OR SWEEPER ATTACHMENTS
BECAUSE THESE TEND TO SPREAD SEDIMENT RATHER
THAN REMOVE IT.
·CONSIDER RE-CLAIMING SWEPT AND VACUUMED SEDIMENT
BACK INTO THE PROJECT SITE VERSUS MIXING IT WITH
DEBRIS OR TRASH.
EROSION CONTROL NOTES
1. EROSION CONTROL SHALL BE PROVIDED WITH INTENT TO
PREVENT ANY DOWNSTREAM OR DOWNWIND SILTATION OR
DAMAGE. EROSION CONTROL SHALL BE CONSTRUCTED TO
“BEST MANAGEMENT PRACTICES” STANDARDS AS DEFINED
IN THE EROSION AND SEDIMENT CONTROL FIELD MANUAL
PUBLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY
CONTROL BOARD (A COPY IS AVAILABLE FOR REVIEW AT
THE CITY ENGINEERING DIVISION COUNTER). IN THE EVENT
THAT YOUR EROSION CONTROL FAILS OR IS DEEMED
INADEQUATE, ADDITIONAL OR IMPROVED EROSION CONTROL
SHALL BE PLACED IMMEDIATELY.
2. EROSION CONTROL SHALL BE DIRECTED AT THE SOURCE OF
POTENTIAL EROSION INCLUDING DUST CONTROL,
PROTECTION OF STOCKPILES, PROTECTION OF SLOPES,
PROTECTION OF ALL DISTURBED AREAS AND PROTECTION
OF CONSTRUCTION DRIVEWAYS. IN ADDITION, PERIMETER
CONTAINMENT MEASURES SHALL BE PLACED TO PREVENT
ERODED SOILS FROM REACHING THE STORM DRAIN SYSTEM.
3. EROSION CONTROL MEASURES SHALL BE FULLY INSTALLED
AT ALL TIMES FROM OCTOBER 15 THROUGH APRIL 15,
INCLUSIVE, EXCEPT AS NOTED BELOW.
4. ALL SITE DRIVEWAYS SHALL BE PROTECTED AGAINST
EROSION AT ALL TIMES INCLUDING EVENINGS, WEEKENDS
AND HOLIDAYS. SUCH PROTECTION MAY BE REMOVED TO
PROVIDE ACCESS TO THE SITE DURING WORK HOURS IF
WEATHER CONDITIONS ALLOW.
5. IN ALL CASES WHERE SILT LADEN RUNOFF MAY ESCAPE
THE SITE, THE FIRST DOWNSTREAM STORM WATER DRAIN
INLET SHALL BE PROTECTED. REFER TO THE EROSION AND
SEDIMENT CONTROL FIELD MANUAL FOR STANDARD
DETAILS.
6. ALL STOCKPILES SHALL BE PROTECTED AGAINST WIND AND
WATER EROSION IMMEDIATELY UPON PLACEMENT. SUCH
PROTECTION SHALL REMAIN IN PLACE UNTIL USE OR
REMOVAL OF STOCKPILE, REGARDLESS OF THE TIME OF
YEAR. REFER TO THE EROSION AND SEDIMENT CONTROL
FIELD MANUAL FOR STANDARD DETAILS.
7. PERMANENT EROSION CONTROL MEASURES SHALL BE FULLY
ESTABLISHED TO THE SATISFACTION OF THE CITY
ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL
SIGN-OFF BY THE ENGINEERING DIVISION.
- STREET SWEEPING AND VACUUMING
SSV
EROSION CONTROL LEGEND
CW - CONCRETE WASHOUT AREA
- SAND BAGS
- FIBER ROLL
- CONSTRUCTION ENTRANCE
SSV
CW
right side elevation (west)
back elevation (south)
A-4
AS
S
O
C
I
A
T
E
S
SHEET
CEBULLA ASSOCIATES
PISMO BEACH, CA 93448
PH.(805) 440-5016
P.O. BOX 42
REVISIONS:
JOB #
DATE:
PROJECT:
OWNER
www.cebullaassociates.com
22116
11 / 10 / 22
521330ERAINROFLIACFOETATS
C-3445
ALLUBCESELRAHCTCETIHCRADESNECIL
front elevation (north)
left side elevation (east)
12
4
SCALE 1/4"= 1'-0"
24
.
5
'
9'
-
0
"
1'
-
0
"
9'
-
0
"
plate line
floor line
floor line
plate line
asphalt shingles
composite siding
adhered brick face
wood entry door
New Residence
3160 Johnson Ave
SAN LUIS OBISPO, CA
3160 Johnson LLC
1317 Chorro Street
San Luis Obispo, CA. 93401
805-540-9573
EXTERIOR FINISH MATERIAL'S
SIDING- HARDIE BOARD AND BAT SIDING
ROOFING - ASPHALT SHINGLE
TRIM 2X6 - CORNER TRIM, 2X4
WINDOW AND DOOR TRIM
BRICK VENEER
RIDGE ELEVATION 403.5'
FLOOR ELEV 379.0'
METAL ROLL UP DOOR
TYPICAL EXTERIOR
WALL MOUNT
LIGHT FIXTURE
Night-sky compliant” fixtures, to be
designed, installed, and operated in conformance with Night Sky
Preservation regulations.
AVERAGE NATURAL GRADE 379'
PROPERTY
LINE
EXIST ELEV
379.5'
7.5'
10
.
5
'
EXIST GRADE 381.0'
21
.
7
5
'
10'
PLAN A , PARCEL 1
PROPERTY LINE
Sherwin williams
trim color
Sherwin williams
siding color
12'
25'
5'10'11'
PR
O
P
E
R
T
Y
L
I
N
E
12'
25'
5'10'11'
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
17'-8"
12'
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
12'
25'
5'10'
11'
PR
O
P
E
R
T
Y
L
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E
SE
T
B
A
C
K
P
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E
13'
right side elevation (east)
back elevation (south)
A-4.1
AS
S
O
C
I
A
T
E
S
SHEET
CEBULLA ASSOCIATES
PISMO BEACH, CA 93448
PH.(805) 440-5016
P.O. BOX 42
REVISIONS:
JOB #
DATE:
PROJECT:
OWNER
www.cebullaassociates.com
22116
11 / 10 / 22
521330ERAINROFLIACFOETATS
C-3445
ALLUBCESELRAHCTCETIHCRADESNECIL
front elevation (north)
left side elevation (west)
12
4
SCALE 1/4"= 1'-0"
24
.
5
'
9'
-
0
"
1'
-
0
"
9'
-
0
"
plate line
floor line
floor line
plate line
asphalt shingles
composite siding
wood entry door
New Residence
3160 Johnson Ave
SAN LUIS OBISPO, CA
3160 Johnson LLC
1317 Chorro Street
San Luis Obispo, CA. 93401
805-540-9573
EXTERIOR FINISH MATERIAL'S
SIDING- HARDIE BOARD AND BAT SIDING
ROOFING - ASPHALT SHINGLE
TRIM 2X6 - CORNER TRIM, 2X4
WINDOW AND DOOR TRIM
RIDGE ELEVATION 402.5'
FLOOR ELEV 378.0'
METAL ROLL UP DOOR
TYPICAL EXTERIOR
WALL MOUNT
LIGHT FIXTURE
Night-sky compliant” fixtures, to be
designed, installed, and operated in conformance with Night Sky
Preservation regulations.
AVERAGE NATURAL GRADE 377.55'
PROPERTY
LINE
EXIST ELEV
379.5'
7.5'
9.
5
'
EXIST GRADE 381.0'
20
.
5
'
10'
PLAN A , PARCEL 2
PROPERTY LINE
Sherwin williams
trim color and
siding
12'
25'
5'10'
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
12'
25'
5'10'
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
12'
25'
5'10'
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
13'7"
24
.
9
5
'
right side elevation (west)back elevation (south)
B-3
AS
S
O
C
I
A
T
E
S
SHEET
CEBULLA ASSOCIATES
PISMO BEACH, CA 93448
PH.(805) 440-5016
P.O. BOX 42
REVISIONS:
JOB #
DATE:
PROJECT:
OWNER
www.cebullaassociates.com
23103
07 / 10 / 23
521330ERAINROFLIACFOETATS
C-3445
ALLUBCESELRAHCTCETIHCRADESNECIL
front elevation (north)
left side elevation (east)
New Residence
3160 Johnson Ave
SAN LUIS OBISPO, CA
3160 Johnson LLC
1317 Chorro Street
San Luis Obispo, CA. 93401
805-540-9573
12
4
SCALE 1/4"= 1'-0"
EXTERIOR FINISH MATERIAL'S
SIDING- HARDIE LAP SIDING
ROOFING - ASPHALT SHINGLE
TRIM 2X6 - CORNER TRIM, 2X4
WINDOW AND DOOR TRIM
TYPICAL EXTERIOR
WALL MOUNT
LIGHT FIXTURE
Night-sky compliant” fixtures, to be
designed, installed, and operated in conformance with Night Sky
Preservation regulations.
2x8 FACIA
14"X24" VENT
PLAN B PARCEL 3
PROPERTY LINE
AVERAGE NATURAL GRADE 383.70'
EXISTING GRADE 382.75'
5'
23
.
3
'
plate line
floor line
9'
-
0
"
RIDGE ELEV HEIGHEST POINT 408.3'
9'
-
0
"
4.
3
'
1'
-
0
"
388.0 EG.
10'
7'
Sherwin williams
siding color
Sherwin williams
trim color
25'
5'10'11'
PR
O
P
E
R
T
Y
L
I
N
E
12'
25'
5'10'11'
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
17'-8"
12'
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
12'
25'
5'10'
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
25'
5'10'11'
PR
O
P
E
R
T
Y
L
I
N
E
12'
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
AVERAGE NATURAL GRADE 383.70'
FLOOR ELEV 385.0'
24
.
6
'
plate line
floor line
existing grade 381.5'
retaining wall
right side elevation (west)
back elevation (south)
B-3.1
AS
S
O
C
I
A
T
E
S
SHEET
CEBULLA ASSOCIATES
PISMO BEACH, CA 93448
PH.(805) 440-5016
P.O. BOX 42
REVISIONS:
JOB #
DATE:
PROJECT:
OWNER
www.cebullaassociates.com
23103
07 / 10 / 23
521330ERAINROFLIACFOETATS
C-3445
ALLUBCESELRAHCTCETIHCRADESNECIL
front elevation (north)
left side elevation (east)
New Residence
3160 Johnson Ave
SAN LUIS OBISPO, CA
3160 Johnson LLC
1317 Chorro Street
San Luis Obispo, CA. 93401
805-540-9573
12
4
SCALE 1/4"= 1'-0"
23
.
3
'
plate line
EXTERIOR FINISH MATERIAL'S
SIDING- HARDIE LAP SIDING
ROOFING - ASPHALT SHINGLE
TRIM 2X6 - CORNER TRIM, 2X4 WINDOW AND DOOR TRIM
RIDGE ELEV HEIGHEST POINT 408.3'
FLOOR ELEV 385'
TYPICAL EXTERIOR
WALL MOUNT
LIGHT FIXTURE
Night-sky compliant” fixtures, to be
designed, installed, and operated in conformance with Night Sky
Preservation regulations.
9'
-
0
"
4.
3
'
1'
-
0
"
2x8 FACIA
6X6 POST
HARDIE LAP SIDING
METAL ROLL UP DOOR
14"X24" VENT PLAN B PARCEL 4
387.0 EG.7'
23
.
9
AVERAGE NATURAL GRADE 384.4'
EXISTING GRADE 384.5'
Sherwin williams
trim color
Sherwin williams
siding color
12'
25'
5'10'11'
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
12'
25'
5'10'
11'
PR
O
P
E
R
T
Y
L
I
N
E
12'
25'
5'10'
11'
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
12'
25'
5'10'
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
17'-8"
7'
12'
SE
T
B
A
C
K
P
L
A
N
E
L
I
N
E
9'
-
0
"