HomeMy WebLinkAboutItem 5b. 1000 Higuera St. (ARCH-0205-2023)_High Resolution Plans(
E)
DRA
IN INLET
CO
W
W
W
GGGGGGGGGGGG2" GAS
SSSSSSSSSSSSSSSSSSSSSSSSSS
WWWWWWWWW
W
2" GAS
4" WATER
8" SEWER
8" PVC WATERWWWWWWW
WV
WV
WV
WV
S D
WV
WV
S D
C
O
S D
PGE
W
M W
MGM
PGE
CATV
CO
TS
TS
TS
GM
GMGMGM
WW WW W
WW WW
G
ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC
S D
(E) TREE
TRASH
STORAGE
CAFE / SHOP
ELEC
TRASH
STORAGE
CAFE / SHOP
SIDEWALK / PUBLIC WAY FH
(E) PARKING LOT
1000
HIGUERA
1030
HIGUERA
1020
HIGUERA
1040
HIGUERA
1010
HIGUERA
HIGUERA ST.FIRE HYDRANT 73'
FIR E H Y D R A N T 8 3'
A B
6'-
0
"
M
I
N
C
L
E
A
R
9
21 24
R =2 0 '
R =1 0 '
25
± 20'-9 1/2" TRANSITION
TO (E) SIDEWALK
± 60'-8" (N) WIDENED SIDEWALK
FOR SPERRY BUILDING PARKLET
1
2
34
5
6
7
8
11 12 13
18
9
19
18'-6"10'-0"17'-4"10'-0"
8.73'
BIKE LANE
10'-0"
TRAVEL LANE
18.12'
TRAVEL / PARKING LANE
6'-5 1/2"
CLR.
44"
CLR.
EXISTING TO REMAIN
± 68'-6"
SPERRY BUILDING PARKLET
± 36'-2"
TO CL OF ROAD
11'-6"
3'-8"
4'-0"
3'-8"
6'-9"
BIKE LANE
(EXISTING)
(PROPOSED)
(EXISTING)
(PROPOSED)
(E
P 218.5
0
±)
218.8
3 T
C
4" C
U
R
B
(EP 219.18±)
(TC 219.48)
(FL 219.04)
1.75%
TC 218.72
(E
P 218.5
0
±)
2-5/8" C
U
R
B
(EP 219.05±)
219.38
4" CURB
(TC 219.22±)
1.89%
(TC 219.15±)
(E P 21 8.9 7 ±)
219.3 0 T C
4" C U R B
1.6%
1.85%
(TC 219.59)
(FL 219.17)
(PKG 219.42±)
2.0%
(F
S 218.7
0
)
(PKG 219.83±)
(TC 220.02±)
(FL 219.71±)
(FL 219.67)
4" CURB, TYP.4" CURB, TYP.
20
14'-0"
21
23
22
(E)
WATER
FLOW
FIRE HYDRANT 73'
FIR E H Y D R A N T 8 3'
OSOS ST.
(5-1/2" CURB)
22
SC1
ROCK OUTCROPPING AT
BOTTOM OF WALL BELOW TOP INSIDE EDGE OF
CREEK WALL BELOW
ROCK OUTCROPPING AT
BOTTOM OF CREEK WALL
S A N L U I S
O B I S P O
C R E E K
(E ) C U L V E R T
EXIST TO
REMAIN
±7'-10"
±47'-0"
SC1a
SIDEWALK PLAN A
Sheet Contents:
Sheet Number:
Job Number: 2257
Drawn By:CT
Date:09/27/23
D
A
M R ONIT
LIC. C17018
EXPIRES 1/31/23
L CI E N S E D ARCHIT
S
T
A
TE OF C A L I F O R N I A
E
C
T
Sperry Building Sidewalk Cafe
1000 Higuera St.
San Luis Obispo, CA 93401
OSOS ST.
HIGUERA ST.
(E) D
RAIN IN
LET
S D
REMOVE 22'
PARKING SPACE
1 OF 6
REMOVE 22'
PARKING SPACE
1 OF 6
REM OVE 22'
PARKING SPACE
1 OF 6
REMOVE 22'
PARKING SPACE
1 OF 6
REMOVE 22'
PARKING SPACE
1 OF 6
REMOVE 22'
PARKING SPACE
1 OF 6
(E) TREE
REMOVE 48"
PLANTER
RELOCATE
(E) W ASTE
RECEPTACLE
RELOCATE (E) SIGN:
TURNING VEHICLES TO
YIELD TO BICYCLES
REMO VE AW N ING REM OVE AWNIN G RE M OV E AW NING
REMOVE STOREFRONT
FRAME & CONCRETE
BULKHEAD
SAW -CUT FOR CURB &
TILE REMOVAL AT BACK
OF (E) MISSION TILES
SAW-CUT FOR CURB &
TILE REMOVAL AT BACK
OF (E) MISSION TILES
SAW-CUT FOR CURB &
TILE REMOVAL AT BACK
OF (E) MISSION TILES
REMOVE MIN. 2"
ASPHALT ACROSS BIKE
LANE & RESURFACE PER
CITY OF SLO STANDARD
SPECIFICATION #4030
LIMITS OF
REMOVAL
REMOVE NON-COMPLIANT
CURB RAMP FOR NEW
COMPLIANT CURB RAMP
TRASH
STORAGE
CAFE / SHOP
ELEC
TRASH
STORAGE
CAFE / SHOP
SIDEWALK / PUBLIC WAY FH
(E) PARKING LOT
± 6'-8"
BIKE LANE
1000
HIGUERA
1030
HIGUERA
1020
HIGUERA
1040
HIGUERA
1010
HIGUERA
1010
HIGUERA
6'-
0
"
M
I
N
C
L
E
A
R
21
R =1 0 '
14
15
16
17
16
17
0 8 16SIDEWALK CAFE DEMO PLAN
SIDEWALK OVERHEAD / TRELLIS PLAN 0 8 16
GENERAL NOTES
1.OUTDOOR DINING DESIGN GUIDELINES ALLOWS 6' CLEAR PEDESTRIAN PATH.
2.OUTDOOR DINING DESIGN GUIDELINES REQUIRE ANY HARD-WIRED OUTDOOR
ELECTRICAL FEATURES BE POWERED BY OUTDOOR-RATED GFCI OUTLETS. ANY
ELECTRICAL WIRES NEED TO BE AT LEAST 7' VERTICALLY ABOVE SIDEWALK LEVEL.
3.PROTECT EXISTING CULVERT IN PLACE (SAN LUIS OBISPO CREEK, BELOW)
REFERENCE NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
(E) STREET SIGN POLE, ONE-WAY SIGN, WALK SIGNALS TO REMAIN
CITY OF SLO WASTE RECEPTACLE
RELOCATED SIGN: "TURNING VEHICLES TO YIELD TO BICYCLES"
CORNER CURB RAMP PER CITY OF SLO STANDARD #A88A, DETAIL B FOR
TYPICAL ONE-RAMP INSTALLATION.
LINEAR FIRE ELEMENT W/ GLASS SHIELD
(E) UNDER SIDEWALK DRAIN FROM SPEC. 9367 TO CREEK BELOW
WASTE / RECYCLE
(10) 42 x 30 WOOD TABLES
MISSION TILES PER CITY OF SLO STANDARD
FUTURE PATIO
ADD BACK (1) 18' PARKING SPACE
SHRINK (1) PARKING SPACE FROM 22' TO 18'
(E) FIRE HYDRANT & NO-PARKING RED-PAINTED CURB
GAS HEATER ABOVE, TYP.
METAL TRELLIS ABOVE. PAINT TO MATCH (E) BUILDING.
(E) AWNING TO REMAIN
(E) LIGHTING TO REMAIN.
PEAK CAMPUS 2-BICYCLE RACKS, POWDER COATED DARK GREEN.
RETAIN EXISTING ON-STREET BIKE LANE WITH STRIPED BUFFER
ZURN LINEAR DRAIN GRATE (OR APPROVED ALTERNATE)
18" CURB & GUTTER, REMOVE MIN. 2" ASPHALT ACROSS BIKE LANE &
RESURFACE PER CITY OF SLO STANDARD SPECIFICATION #4030.
PROTECT (E) CULVERT BELOW IN PLACE.
MISSION STYLE SIDEWALK PER CITY OF SLO STANDARDS 73-4.02.
CONTINUE (E) UNDER SIDEWALK DRAIN SPEC 9367 TO CREEK BELOW
SIDEWALK TRANSITIONS PER CITY OF SLO STANDARD 4120, TYP.
(N) DRAIN INLET AT LOW POINT TO CREEK BELOW
SIDEWALK CAFE PLAN — OPTION A 0 8 16
(
E)
DRAIN INLET
1000
HIGUERA
±3'-6"
5'-4 1/2"
6'-5 1/2"
6'-0" CLR.
6'-0"
CLR.
3'-8"
3'-4 1/2"
±4'-1 1/2"
3'-4 1/2"
6
7
5
1
3
23
ENLARGED PLAN 0 4 8
01/10/24 COMPLETION REVIEW1
1
1
1
02/27/24 COMPLETION REVIEW2
2
2
2
2
2
2
2
2
3
3
(
E)
DRA
IN INLET
CO
W
W
W
GGGGGGGGGGGG2" GAS
SSSSSSSSSSSSSSSSSSSSSSSSSS
WWWWWWWWW
W
2" GAS
4" WATER
8" SEWER
8" PVC WATERWWWWWWW
WV
WV
WV
WV
S D
WV
WV
S D
C
O
S D
PGE
W
M W
MGM
PGE
CATV
CO
TS
TS
TS
GM
GMGMGM
WW WW W
WW WW
G
ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC
S D
(E) TREE
TRASH
STORAGE
CAFE / SHOP
ELEC
TRASH
STORAGE
CAFE / SHOP
SIDEWALK / PUBLIC WAY FH
(E) PARKING LOT
1000
HIGUERA
1030
HIGUERA
1020
HIGUERA
1040
HIGUERA
1010
HIGUERA
HIGUERA ST.
9
21 24
(E) WATER FLOW
± 20'-3 1/2" TRANSITION
TO (E) SIDEWALK
± 109'-8" (N) WIDENED SIDEWALK
FOR SPERRY BUILDING PARKLET
10 10
FIRE HYDRANT 73'
FIR E H Y D R A N T 8 3'
A B
1
2
34
5
6
7
8
11 12 13
18
9
19
18'-6"10'-0"17'-4"10'-0"
8.73'
BIKE LANE
10'-0"
TRAVEL LANE
18.12'
TRAVEL / PARKING LANE
6'-5 1/2"
CLR.
44"
CLR.
EXISTING TO REMAIN
± 68'-6"
SPERRY BUILDING PARKLET
± 36'-2"
TO CL OF ROAD
11'-6"
3'-8"
4'-0"
3'-8"
6'-9"
BIKE LANE
(EXISTING)
(PROPOSED)
(EXISTING)
(PROPOSED)
(E
P 218.5
0
±)
218.8
3 T
C
4" C
U
R
B
(EP 219.18±)
(TC 219.48)
(FL 219.04)
1.75%
TC 218.72
(E
P 218.5
0
±)
2-5/8" C
U
R
B
(EP 219.05±)
219.38
4" CURB
(TC 219.22±)
1.89%
(TC 219.15±)
(E P 21 8.9 7 ±)
219.3 0 T C
4" C U R B
1.6%
1.85%
(TC 219.59)
(FL 219.17)
(PKG 219.42±)
2.0%
(F
S 218.7
0
)
(PKG 219.83±)
(TC 220.02±)
(FL 219.71±)
(FL 219.67)
4" CURB, TYP.4" CURB, TYP.
20
14'-0"
21
23
22
(E)
WATER
FLOW
FIRE HYDRANT 73'
FIR E H Y D R A N T 8 3'
OSOS ST.
(5-1/2" CURB)
22
SC1
ROCK OUTCROPPING AT
BOTTOM OF WALL BELOW TOP INSIDE EDGE OF
CREEK WALL BELOW
ROCK OUTCROPPING AT
BOTTOM OF CREEK WALL
S A N L U I S
O B I S P O
C R E E K
(E ) C U L V E R T
EXIST TO
REMAIN
±7'-10"
±97'-11"
SC1b
SIDEWALK PLAN B
Sheet Contents:
Sheet Number:
Job Number: 2257
Drawn By:CT
Date:09/27/23
D
A
M R ONIT
LIC. C17018
EXPIRES 1/31/23
L CI E N S E D ARCHIT
S
T
A
TE OF C A L I F O R N I A
E
C
T
Sperry Building Sidewalk Cafe
1000 Higuera St.
San Luis Obispo, CA 93401
OSOS ST.
HIGUERA ST.
(E) D
RAIN IN
LET
S D
REMOVE 22'
PARKING SPACE
1 OF 6
REMOVE 22'
PARKING SPACE
1 OF 6
REM OVE 22'
PARKING SPACE
1 OF 6
REMOVE 22'
PARKING SPACE
1 OF 6
REMOVE 22'
PARKING SPACE
1 OF 6
REMOVE 22'
PARKING SPACE
1 OF 6
(E) TREE
REMOVE 48"
PLANTER
RELOCATE
(E) W ASTE
RECEPTACLE
RELOCATE (E) SIGN:
TURNING VEHICLES TO
YIELD TO BICYCLES
REMO VE AW N ING REM OVE AWNIN G RE M OV E AW NING
REMOVE STOREFRONT
FRAME & CONCRETE
BULKHEAD
SAW -CUT FOR CURB &
TILE REMOVAL AT BACK
OF (E) MISSION TILES
SAW-CUT FOR CURB &
TILE REMOVAL AT BACK
OF (E) MISSION TILES
SAW-CUT FOR CURB &
TILE REMOVAL AT BACK
OF (E) MISSION TILES
REMOVE MIN. 2"
ASPHALT ACROSS BIKE
LANE & RESURFACE PER
CITY OF SLO STANDARD
SPECIFICATION #4030
LIMITS OF
REMOVAL
REMOVE NON-COMPLIANT
CURB RAMP FOR NEW
COMPLIANT CURB RAMP
TRASH
STORAGE
CAFE / SHOP
ELEC
TRASH
STORAGE
CAFE / SHOP
SIDEWALK / PUBLIC WAY FH
(E) PARKING LOT
± 6'-8"
BIKE LANE
1000
HIGUERA
1030
HIGUERA
1020
HIGUERA
1040
HIGUERA
1010
HIGUERA
1010
HIGUERA
6'-
0
"
M
I
N
C
L
E
A
R
21
R =1 0 '
14
15
16
17
16
17
0 8 16SIDEWALK CAFE DEMO PLAN
SIDEWALK OVERHEAD / TRELLIS PLAN 0 8 16
GENERAL NOTES
1.OUTDOOR DINING DESIGN GUIDELINES ALLOWS 6' CLEAR PEDESTRIAN PATH.
2.OUTDOOR DINING DESIGN GUIDELINES REQUIRE ANY HARD-WIRED OUTDOOR
ELECTRICAL FEATURES BE POWERED BY OUTDOOR-RATED GFCI OUTLETS. ANY
ELECTRICAL WIRES NEED TO BE AT LEAST 7' VERTICALLY ABOVE SIDEWALK LEVEL.
3.PROTECT EXISTING CULVERT IN PLACE (SAN LUIS OBISPO CREEK, BELOW)
REFERENCE NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
(E) STREET SIGN POLE, ONE-WAY SIGN, WALK SIGNALS TO REMAIN
CITY OF SLO WASTE RECEPTACLE
RELOCATED SIGN: "TURNING VEHICLES TO YIELD TO BICYCLES"
CORNER CURB RAMP PER CITY OF SLO STANDARD #A88A, DETAIL B FOR
TYPICAL ONE-RAMP INSTALLATION.
LINEAR FIRE ELEMENT W/ GLASS SHIELD
(E) UNDER SIDEWALK DRAIN FROM SPEC. 9367 TO CREEK BELOW
WASTE / RECYCLE
(10) 42 x 30 WOOD TABLES
MISSION TILES PER CITY OF SLO STANDARD
FUTURE PATIO
ADD BACK (1) 18' PARKING SPACE
SHRINK (1) PARKING SPACE FROM 22' TO 18'
(E) FIRE HYDRANT & NO-PARKING RED-PAINTED CURB
GAS HEATER ABOVE, TYP.
METAL TRELLIS ABOVE. PAINT TO MATCH (E) BUILDING.
(E) AWNING TO REMAIN
(E) LIGHTING TO REMAIN.
PEAK CAMPUS 2-BICYCLE RACKS, POWDER COATED DARK GREEN.
RETAIN EXISTING ON-STREET BIKE LANE WITH STRIPED BUFFER
ZURN LINEAR DRAIN GRATE (OR APPROVED ALTERNATE)
18" CURB & GUTTER, REMOVE MIN. 2" ASPHALT ACROSS BIKE LANE &
RESURFACE PER CITY OF SLO STANDARD SPECIFICATION #4030.
PROTECT (E) CULVERT BELOW IN PLACE.
MISSION STYLE SIDEWALK PER CITY OF SLO STANDARDS 73-4.02.
CONTINUE (E) UNDER SIDEWALK DRAIN SPEC 9367 TO CREEK BELOW
SIDEWALK TRANSITIONS PER CITY OF SLO STANDARD 4120, TYP.
(N) DRAIN INLET AT LOW POINT TO CREEK BELOW
SIDEWALK CAFE PLAN — OPTION B 0 8 16
(
E)
DRAIN INLET
1000
HIGUERA
±3'-6"
5'-4 1/2"
6'-5 1/2"
6'-0" CLR.
6'-0"
CLR.
3'-8"
3'-4 1/2"
±4'-1 1/2"
3'-4 1/2"
6
7
5
1
3
23
ENLARGED PLAN 0 4 8
01/10/24 COMPLETION REVIEW1
1
1
1
02/27/24 COMPLETION REVIEW2
2
2
2
2
2
2
2
2
3
3
+228.59'
+218.73'
HIGUERA BRIDGE
+218.63'
11'-11"6'-0"
(6'-0" MIN)
5"
5'-4 1/2"
44" CLR.
1'-2"
8'-4 1/2"
3'-0"
4" CURB
1.75% BACK-SLOPE
(EXISTING)
± 6'-9"
BIKE LANE
± 10'-0"
TRAVEL LANE
± 18'-1 1/2"
TRAVEL / PARKING LANE
(EXISTING)(EXISTING)
WOODSTOCK'S
1.75%
11'-5"
±9'-0"
(VERIFY)
±8'-2"
(VERIFY)2'-0"
BUFFER
6
45
2
7
13 12
14 15
SC2
ELEVATIONS
Sheet Contents:
Sheet Number:
Job Number: 2257
Drawn By:CT
Date:09/27/23
D
A
M R ONIT
LIC. C17018
EXPIRES 1/31/23
L CI E N S E D ARCHIT
S
T
A
TE OF C A L I F O R N I A
E
C
T
Sperry Building Sidewalk Cafe
1000 Higuera St.
San Luis Obispo, CA 93401
5/24/24
Sperry Sidewalk Cafe 052424.vwx
0 4 8SIDEWALK CAFE FRONT ELEVATION
A B
6
66
8
7
2 345
7
6
0 4 8SIDEWALK CAFE SECTION 'A'
ELEVATION REFERENCE NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
LINEAR GAS FIRE ELEMENT W/ GLASS SHIELD.
STEEL BALUSTERS BY KING ARCHITECTURAL METALS (13-45025-940,
13-45025-941) OR APPROVED ALTERNATE. PAINT TO MATCH (E) STOREFRONT.
STEEL POST PER PLAN. PAINT TO MATCH (E) BUILDING STOREFRONT.
GAS HEATERS, TYP. OF (5) PER PLAN.
METAL OVERHEAD TRELLIS (2x2 SECONDARY COMPONENTS). PAINT TO MATCH
(E) BUILDING ELEMENTS.
(E) OVERHEAD AWNING TO REMAIN.
(E) LIGHTING TO REMAIN.
(E) SIGNAGE TO REMAIN.
STUCCO FINISH & PAINT TO MATCH (E) BUILDING.
RE-USE (E) LED STRING LIGHTS NO LOWER THAN 7' A.F.F.
EXISTING BICYCLE LANE TO REMAIN
MISSION WALK TILES PER CITY OF SLO STANDARD
ZURN LINEAR DRAIN GRATE (OR APPROVED ALTERNATE)
(E) UNDER SIDEWALK DRAIN SPEC 9367 TO CREEK BELOW
CONTINUE (E) UNDER SIDEWALK DRAIN SPEC 9367 TO NEW CURB FACE INLET
+228.59'
±219.19'
HIGUERA BRIDGE
±11'-8"6'-0"
(6'-0" MIN)
8'-3"
(VERIFY)
3'-0"
4" CURB
~1.6% BACK SLOPE
(EXISTING)
± 6'-9"
BIKE LANE
± 10'-0"
TRAVEL LANE
± 18'-1 1/2"
TRAVEL / PARKING LANE
(EXISTING)(EXISTING)
SPERRY
CAFE
1.6%
2'-0"
BUFFER
6
2
7
11
13 12
0 4 8SIDEWALK CAFE SECTION 'B'
3'-0"
6
4
5
7
8
2
3
(EXISTING SIGNAGE)
WEST ELEVATION
3'-0"
6
4
5
7
2
3
EAST ELEVATION
01/10/24 COMPLETION REVIEW1
1
11