025-24 Ashland E. Main Park Structures.pdf
PDF 13 MB Posted
- Solicitation number
- S-KA0010-00015127
- Issued by
- Jackson County, Amity City, Oregon
About this file
This is a structural design document prepared by Structural Solutions, Inc. for the City of Ashland, Oregon's East Main Community Park Development - Phase I project located at 2228 East Main Street, Ashland, Oregon. The document, issued on October 23, 2024, serves as the structural engineering sheet index and foundation plans for multiple park structures including a play area shelter, bike park shelter, dog park shelter, and main picnic shelter. The plans provide detailed foundation specifications across multiple sheets, including an overall site plan at 1" = 30'-0" scale, individual shelter foundation plans (Plans A, B, C, and D) at 1/4" = 1'-0" scale, slab control joint and subgrade details at 1/4" = 1'-0" scale, and eleven additional foundation details at 3/4" = 1'-0" scale. The structural plans reference a comprehensive structural calculation package and are cross-referenced with sheets S0.1 through S6.0, indicating coordination with structural general notes, site plans, and detailed engineering specifications.
The document is proprietary to Structural Solutions, Inc. and contains engineering design information for concrete foundation systems supporting the park structures. The foundation plans specify construction details, material specifications, and structural requirements necessary for bidders to understand the foundation scope of work for the East Main Community Park Development project. The sealed bid deadline for the overall project is November 20, 2025, at 2:00 PM PST, with a mandatory pre-bid conference scheduled for October 23, 2025, at 1:00 PM at The Grove, 1195 East Main Street, Ashland, Oregon. Proposals may be submitted digitally through OregonBuys or mailed to the City of Ashland at 20 E. Main Street, Ashland, OR 97520.
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Text version
STRUCTURAL SHEET INDEX
SHEET
OF SHEETS
JO
B
N O
IS
SU
E
D A
TE
D
RA
W
N C
H
EC
K
ED
FI
LE
N A
M E
RE
V
IS
IO
N S
T h is d o c u m e n t, a n d t h e d e s ig n s a n d i d e a s i n c lu d e d h e re in a s a n i n s tr u m e n t o f p ro fe s s io n a l s e rv ic e is t h e p ro p e rt y o f S tr u c tu ra l S o lu ti o n s In c a n d m a y n o t b e u s e d i n a n y f o rm f o r a n y o th e r p ro je c t w it h o u t th e w ri tt e n c o n s e n t o f
S tr u c tu ra l S o lu ti o n s
In c
P:
-6
-8
Ja ck so nv ill e, O re go n w w w
.S tr uc tu ra lS ol ut io ns
In c.
ne t
5A
S ha fe r L an e
EA
ST
M A
IN
S
TR
EE
T
PA
RK
E A
ST
M
A
IN
S
TR
EE
T
A
SH
LA
N
D , O
RE
G
O N
5-
-2 3-
JN
P
JN
P
ST
RU
C
TU
RE
F
O U
N D
A
TI
O N
S
ST
RU
C
TU
RA
L G
EN
ER
A L
N O
TE
S
S- G
EN
S0.1
D
B
D
EV
D
B
B
B
EV
B
A S3.0
B S3.0
D S3.0
C S3.0
S6.0
S6.0
S6.0
S6.0 10
S6.0
S6.0
S6.0
S6.0
S6.0
S6.0
S6.0
SHEET
OF SHEETS
JO
B
N O
IS
SU
E
D A
TE
D
RA
W
N C
H
EC
K
ED
FI
LE
N A
M E
RE
V
IS
IO
N S
T h is d o c u m e n t, a n d t h e d e s ig n s a n d i d e a s i n c lu d e d h e re in a s a n i n s tr u m e n t o f p ro fe s s io n a l s e rv ic e is t h e p ro p e rt y o f S tr u c tu ra l S o lu ti o n s In c a n d m a y n o t b e u s e d i n a n y f o rm f o r a n y o th e r p ro je c t w it h o u t th e w ri tt e n c o n s e n t o f
S tr u c tu ra l S o lu ti o n s
In c
P:
-6
-8
Ja ck so nv ill e, O re go n w w w
.S tr uc tu ra lS ol ut io ns
In c.
ne t
5A
S ha fe r L an e
EA
ST
M A
IN
S
TR
EE
T
PA
RK
E A
ST
M
A
IN
S
TR
EE
T
A
SH
LA
N
D , O
RE
G
O N
5-
-2 3-
JN
P
JN
P
ST
RU
C
TU
RE
F
O U
N D
A
TI
O N
S
SCALE:
OVERALL SITE PLAN
1" = 30'-0"
O V
ER
A
LL
S
IT
E
PL
A
N
S-
PF
N D
S1.0
NORTH
NORTH
SCALE:
PLAY AREA SHELTER FOUNDATION PLAN
A 1/4" = 1'-0"
S6.0
S6.0
S6.0
S6.0
NORTH
SCALE:
BIKE PARK SHELTER FOUNDATION PLAN
B 1/4" = 1'-0"
NORTH
SCALE:
DOG PARK SHELTER FOUNDATION PLAN
C 1/4" = 1'-0"
S6.0
S6.0
S6.0
S6.0
S6.0
S6.0
S6.0
S6.0
NORTH
SCALE:
MAIN PICNIC SHELTER FOUNDATION PLAN
D 1/4" = 1'-0"
S6.0
S6.0
S6.0
S6.0
SHEET
OF SHEETS
JO
B
N O
IS
SU
E
D A
TE
D
RA
W
N C
H
EC
K
ED
FI
LE
N A
M E
RE
V
IS
IO
N S
T h is d o c u m e n t, a n d t h e d e s ig n s a n d i d e a s i n c lu d e d h e re in a s a n i n s tr u m e n t o f p ro fe s s io n a l s e rv ic e is t h e p ro p e rt y o f S tr u c tu ra l S o lu ti o n s In c a n d m a y n o t b e u s e d i n a n y f o rm f o r a n y o th e r p ro je c t w it h o u t th e w ri tt e n c o n s e n t o f
S tr u c tu ra l S o lu ti o n s
In c
P:
-6
-8
Ja ck so nv ill e, O re go n w w w
.S tr uc tu ra lS ol ut io ns
In c.
ne t
5A
S ha fe r L an e
EA
ST
M A
IN
S
TR
EE
T
PA
RK
E A
ST
M
A
IN
S
TR
EE
T
A
SH
LA
N
D , O
RE
G
O N
5-
-2 3-
JN
P
JN
P
ST
RU
C
TU
RE
F
O U
N D
A
TI
O N
S
FO
U N
D A
TI
O
N P
LA
N
S
S-
PF
N D
S3.0
LEGEND:
KEYED NOTES:
S6.0
S6.0
S6.0
SCALE:
SLAB CONTROL JOINT & SUBGRADE
1 1" = 1'-0" SCALE:
DETAIL
2 3/4" = 1'-0" SCALE:
DETAIL
3 3/4" = 1'-0"
SCALE:
DETAIL
4 3/4" = 1'-0" SCALE:
DETAIL
5 3/4" = 1'-0"
SCALE:
DETAIL
6 3/4" = 1'-0" SCALE:
DETAIL
7 3/4" = 1'-0" SCALE:
DETAIL
8 3/4" = 1'-0" SCALE:
DETAIL
9 3/4" = 1'-0"
SCALE:
DETAIL
10 3/4" = 1'-0"
S6.0
SCALE:
DETAIL
11 3/4" = 1'-0"
SHEET
OF SHEETS
JO
B
N O
IS
SU
E
D A
TE
D
RA
W
N C
H
EC
K
ED
FI
LE
N A
M E
RE
V
IS
IO
N S
T h is d o c u m e n t, a n d t h e d e s ig n s a n d i d e a s i n c lu d e d h e re in a s a n i n s tr u m e n t o f p ro fe s s io n a l s e rv ic e is t h e p ro p e rt y o f S tr u c tu ra l S o lu ti o n s In c a n d m a y n o t b e u s e d i n a n y f o rm f o r a n y o th e r p ro je c t w it h o u t th e w ri tt e n c o n s e n t o f
S tr u c tu ra l S o lu ti o n s
In c
P:
-6
-8
Ja ck so nv ill e, O re go n w w w
.S tr uc tu ra lS ol ut io ns
In c.
ne t
5A
S ha fe r L an e
EA
ST
M A
IN
S
TR
EE
T
PA
RK
E A
ST
M
A
IN
S
TR
EE
T
A
SH
LA
N
D , O
RE
G
O N
5-
-2 3-
JN
P
JN
P
ST
RU
C
TU
RE
F
O U
N D
A
TI
O N
S
FO
U N
D A
TI
O
N D
ET
A
IL
S
S-
PF
N D
S6.0
| S0.1 Structural General Notes |
| S1.0 Overall Site Plan |
| S3.0 Foundation Plans |
| S6.0 Foundation Details |
| Structural Calculation Package |
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