HomeMy WebLinkAbout8.a. Award Bid for Stage and BandshellCITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: January 16, 2001
AGENDA ITEM: Award Bid for Stage and Bandshell
AGENDA SECTION:
New Business.
PREPARED BY: Dan Schultz, Parks and Recreation Director
AGENffBM #8
ATTACHMENTS: None
APPROVED BY: /
.1
At this time, the bids for the construction of the stage have not,been received. The deadline for the receiving
bids is 2:00 pm on January 16, 2001.
Prior to the meeting, a recommendation regarding the stage, bandshell structure and installation of the
bandshell structure will be distributed to Council for your consideration.
RECOMMENDED ACTION:
COUNCIL ACTION:
MEMORANDUM
DATE: January 16, 2001
TO: Rosemount City Council
Thomas Burt, City Administrator
FROM: Dan Schultz, Parks and Recreation Director
SUBJECT: Bandshell and Stage Bids
Background - The amphitheater and bandshell were first proposed in the master plan for Central Park
(formerly Erickson Community Square) in 1991. Staff has since received input from possible users and
the community at large. The overwhelming response was that the bandshell should be elevated to
provide unobstructed views from all seating areas and have entrances at both the front and back stage
areas. The bandshell would be used to hold band and choir concerts, Arts in the Park, church services
and other special events.
The proposed bandshell is 40' wide x 17' deep. The exterior design of the bandshell will match the look
of the Central Park shelter, using green shingles and a treated wood. The attached plans show detailed
drawings.
The stage that will house the bandshell will be 54' wide by 33' feet deep. The stage will be elevated 36
inches and have a brick face to match that of Central Park shelter. Detailed drawings are attached.
Bids - Listed below are the two bids and the prices that we received for each. Attached is a letter from
Miracle Recreation and a copy of the bid design of the bandshell.
Bandshell structure and installation of bandshell structure
Contractor \ Supplier
Bandshell
Installation
Miracle Recreation
$63,750.00
$16,025.00
Site excavation, concrete stage and ramping
gl
103, �J 0
Contractor \ Supplier
Excavation
Stage
Ramp
Nadeua Utility, Inc.
$ 14,435.00
$ 48,775.00
Concrete $20,985.00
Wood $12,125.00
N a, 955
Parks and Recreation Committee Recommendation - On September 25, 2000, Parks and Recreation
Committee recommended that the City Council approve the bid for the bandshell and installation of the
bandshell structure, contingent on the cost of the stage not putting the project over budget.
c r
Staff Recommendation - Staff recommends the City Council approve the bid for the bandshell and
installation of the structure and also the excavation of the site and construction of the concrete stage.
Staff does not recommend approving the concrete ramp portion of the stage design.
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442 Brooke Court
k1SWt9s, MN 55033 -3266
5511438 -3630
ox 1651! 438 -3939
3001677 -5153
MAIL r(dfo ieeminn not
Miracle Recr ec Mon of Minnesota, Inc.
Park and Playground Equipment
January 15, 2001
Mr. Dan Schukz
Rome mouc t Parks and R eaestion
13885 S Robert Trail
Rte, MN 55068 -3438
.rends Wenner lbank You fbr the q*ortwwy to give a Prcpo$W on the following Pre -Fab
engineered Band Sbell building. if there are any changes to the layart, we will at
442 Brook roan p ricin g .
that time review the •
IgStings, NW 55033 -3266 � �
,51) 438- 3630 bntaUeltiiea of Custem Band Slid! Fa"ha 40' z 17'
nc 16511438-3939 TtCe includes � � DAP S16,r11�5.t18
1001647 -6088 ��$, and lnatallats of Bandi►l><ell per atop drawings).
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ob Klein
103 Lincoln Lane
ostings, MN 55033 -1067
511437 -4525
>x 16511437 -2616
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5 East Oak Sheet
xWood Falls, MN
1283 -1144
071637 -5154
tx 15071637 -8673
001576 -1425
Miracle Recreation Park
& Noyground Equipment
'edar Forest Shelters &
Gazebos
aoalsetter BoskeftR
Goals
Risure We Outdoor
Furniture
Eztlasioais: Concrete famdatian or design, Survey of site, Bond or Permits, and/or
an rebdaw.
lnatallsboa is approximately 2weelrs after delivery: This quote is good till January
31, 2001. Please feel free to caU at anytime with qusrtioos at (804) 647 -6088.
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Brands Wenner- Kvitek
Sales Associate
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Reviaion: Date:
1 rxr-q wrly rode rnls plan. o".Hleerlol v reear. .
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Robert C. Kilgore
Date Reg. No 18509
Project N o . 5162.05
Checked B RCK
OeSigned B RCK
Drorn By JCN
Dote 12- M -20D0
Scal AS NOTED
Project Title
CITY OF ROSEMOUNT
ERICKSON SQUARE
BAND SHELL
FOUNDATION
QILXTM/M
Sheet Title
SECTIONS AND
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PROVIDE 2' -0' TOP HOOKED END FOR
_ 2-#5 x CONT. MID -DEPTN 3 BARS ALONG OUTSIDE EDGE
#4 CORNER B - <2'-6' MIN. LAP LENGTH T /SLAB SEE PLAN n
a 12 O.C. E.F.
o tTYP. CORNER REINF.) c
I sTD. HOOK
TIMBER ARCH TO BE
/ SUPPLIED AND INSTALLED '
BY OTHERS
i I I <
#4 TIES a 12' O.C. \ 7
s1 EXTRA TIE
12-#6 VERT. ^
I I I
/ \ 12" WIDE x B'
DEEP TENSION TIE i { {
/, `6. / \ dr 2'-6 L LAP) I .I I
12-06 VERT.
riCot 1 W /STD NOOK a
G.
112 TIES
" O.C.
IFE. SEE ILA N___^
y. a
3' -4' PIER I1' 0 '�
5 DETAIL - PIER a SECTION - TYP. PIER WAIL #4112 D.C. E.W.
sz SCALE: 1 •z" = 1' -0" sz SCALE: Irs" 1'-0"
5' CONC.LANDING SLAB
W /#41112'0. C. E.W.
T /SLAB - SEE PLA_
SSS' CONC.LANOING SLAB
W/ #41112" O.C. E.W.
GRADE
\ " #4912" D.C. E.N. A
T /SLAB - SEE PL ANJ� T /SLAB -SEE PLAN At,
#4 11 EACH NOSING
#4 BENT BAR a 12' D.C.
7•
'6.
CONC. SLAB -.ON -GRADE
SEE PLAN FOR SIZE A REINF. 1 )EX JOINT
.REMOVE EXIST. CLAY LAYER
4" SAND CUSHION DOWN TO EL. 91.0' A REPLACE EL.97.0'
W /COMPACTED GRANULAR
COMPACTED GRANULAR FILL
FILL 5' -0" MIN.
C.I.P. FOUNDATION
WALL SEE PLAN
/)♦T{'E._SEE P LAN E %]ST. SAND LAYER
tv/� TO REMA[N
CONC. FIG. i. Sh 1 /S3 FOR ADDITIONAL REINF.
SEE PLAN FOR 2. PROVIDE ABRASIVE STAIR NOSING (TYP.)
S12E A REINF.
DETAIL - TYP. SLAB JOINT W SECTION - STAIRS
sz SCALE: NONE u SCALE: NONE
CONC. SLAB -ON -GRADE
SEE PLAN FOR "' -" - "' --
SAND CUSHION
2-#5 x CONT.
12'-6" MIN.
SEE PLAN _ �V
EL. 1011
7 DETA -
u SCALE: 1, 2� - 1' -0"
SEBESTA BLOMBERG
PrGYi Eino TednicalAMiness SoltAials
s4e.sra aI411e.r1 a A44atwu. Il.ry
ssel aa-pMe ►1 Aw 1 »191
Xwrnle. w »n9
651- 694 -076 FAX: 491 -634 -7401
®
CS r,.-3
N 'O'ES "
Reviaion: Date:
1 rxr-q wrly rode rnls plan. o".Hleerlol v reear. .
paparaa ay A = Ylaar nll Olraar =a=rrial#I aM rr-T 1
a O WIY rpiNaraa LIgllMar IlWI rM1a Ipa a rlla 3tatt
ssOSU1L
Robert C. Kilgore
Date Reg. No 18509
Project N o . 5162.05
Checked B RCK
OeSigned B RCK
Drorn By JCN
Dote 12- M -20D0
Scal AS NOTED
Project Title
CITY OF ROSEMOUNT
ERICKSON SQUARE
BAND SHELL
FOUNDATION
QILXTM/M
Sheet Title
SECTIONS AND
DETAILS
Sheet No. / /�J
S
Tq,"Va, s . 17
1
5' RAMP SLAB
GR UT SOLID (TYP.)
ATERSHED
' DIA. STEEL
IPE SLEEVE
GALV. 1
#4x12' D.0
Q 2�tq (TYP.
PERMISSIBLE "CQNSTUCTION
JOINT WHEN N IS GREATER
JOINT
�` T /SLAB - SEE PLAN ,*%
SAND SAND CUSHION
REMOVE EXIST. CLAY LAYER
DOWN TO EL. 97.0' A REPLACE
W /CO PACTED GRANULAR
FILL
ASSUMED EL -97.0'
EXIST. SAID LAYER
TO REMAIN
ff 1` /S3 FOR ADDITIONAL REINF.'
3z SCALE: 1' -0' 32 SCALE: '•z" = 1' -0'
STD. HOOK TIMBER ARCH T BE CONC. SLAB -GRADE
SUPPLIED AND INSTALLED SEE PLAN FOR SIZE A REINF.
2' -0' SUPPLIED OTHERS
PROVIDE 2' -0' TOP HOOKED END FOR
_ 2-#5 x CONT. MID -DEPTN 3 BARS ALONG OUTSIDE EDGE
#4 CORNER B - <2'-6' MIN. LAP LENGTH T /SLAB SEE PLAN n
a 12 O.C. E.F.
o tTYP. CORNER REINF.) c
I sTD. HOOK
TIMBER ARCH TO BE
/ SUPPLIED AND INSTALLED '
BY OTHERS
i I I <
#4 TIES a 12' O.C. \ 7
s1 EXTRA TIE
12-#6 VERT. ^
I I I
/ \ 12" WIDE x B'
DEEP TENSION TIE i { {
/, `6. / \ dr 2'-6 L LAP) I .I I
12-06 VERT.
riCot 1 W /STD NOOK a
G.
112 TIES
" O.C.
IFE. SEE ILA N___^
y. a
3' -4' PIER I1' 0 '�
5 DETAIL - PIER a SECTION - TYP. PIER WAIL #4112 D.C. E.W.
sz SCALE: 1 •z" = 1' -0" sz SCALE: Irs" 1'-0"
5' CONC.LANDING SLAB
W /#41112'0. C. E.W.
T /SLAB - SEE PLA_
SSS' CONC.LANOING SLAB
W/ #41112" O.C. E.W.
GRADE
\ " #4912" D.C. E.N. A
T /SLAB - SEE PL ANJ� T /SLAB -SEE PLAN At,
#4 11 EACH NOSING
#4 BENT BAR a 12' D.C.
7•
'6.
CONC. SLAB -.ON -GRADE
SEE PLAN FOR SIZE A REINF. 1 )EX JOINT
.REMOVE EXIST. CLAY LAYER
4" SAND CUSHION DOWN TO EL. 91.0' A REPLACE EL.97.0'
W /COMPACTED GRANULAR
COMPACTED GRANULAR FILL
FILL 5' -0" MIN.
C.I.P. FOUNDATION
WALL SEE PLAN
/)♦T{'E._SEE P LAN E %]ST. SAND LAYER
tv/� TO REMA[N
CONC. FIG. i. Sh 1 /S3 FOR ADDITIONAL REINF.
SEE PLAN FOR 2. PROVIDE ABRASIVE STAIR NOSING (TYP.)
S12E A REINF.
DETAIL - TYP. SLAB JOINT W SECTION - STAIRS
sz SCALE: NONE u SCALE: NONE
CONC. SLAB -ON -GRADE
SEE PLAN FOR "' -" - "' --
SAND CUSHION
2-#5 x CONT.
12'-6" MIN.
SEE PLAN _ �V
EL. 1011
7 DETA -
u SCALE: 1, 2� - 1' -0"
SEBESTA BLOMBERG
PrGYi Eino TednicalAMiness SoltAials
s4e.sra aI411e.r1 a A44atwu. Il.ry
ssel aa-pMe ►1 Aw 1 »191
Xwrnle. w »n9
651- 694 -076 FAX: 491 -634 -7401
®
CS r,.-3
N 'O'ES "
Reviaion: Date:
1 rxr-q wrly rode rnls plan. o".Hleerlol v reear. .
paparaa ay A = Ylaar nll Olraar =a=rrial#I aM rr-T 1
a O WIY rpiNaraa LIgllMar IlWI rM1a Ipa a rlla 3tatt
ssOSU1L
Robert C. Kilgore
Date Reg. No 18509
Project N o . 5162.05
Checked B RCK
OeSigned B RCK
Drorn By JCN
Dote 12- M -20D0
Scal AS NOTED
Project Title
CITY OF ROSEMOUNT
ERICKSON SQUARE
BAND SHELL
FOUNDATION
QILXTM/M
Sheet Title
SECTIONS AND
DETAILS
Sheet No. / /�J
S
Tq,"Va, s . 17
1
5' RAMP SLAB
GR UT SOLID (TYP.)
ATERSHED
' DIA. STEEL
IPE SLEEVE
GALV. 1
#4x12' D.0
Q 2�tq (TYP.
PERMISSIBLE "CQNSTUCTION
JOINT WHEN N IS GREATER
JOINT
�` T /SLAB - SEE PLAN ,*%
SAND SAND CUSHION
REMOVE EXIST. CLAY LAYER
DOWN TO EL. 97.0' A REPLACE
W /CO PACTED GRANULAR
FILL
ASSUMED EL -97.0'
EXIST. SAID LAYER
TO REMAIN
ff 1` /S3 FOR ADDITIONAL REINF.'
12-#6 VERT. ^
I I I
/ \ 12" WIDE x B'
DEEP TENSION TIE i { {
/, `6. / \ dr 2'-6 L LAP) I .I I
12-06 VERT.
riCot 1 W /STD NOOK a
G.
112 TIES
" O.C.
IFE. SEE ILA N___^
y. a
3' -4' PIER I1' 0 '�
5 DETAIL - PIER a SECTION - TYP. PIER WAIL #4112 D.C. E.W.
sz SCALE: 1 •z" = 1' -0" sz SCALE: Irs" 1'-0"
5' CONC.LANDING SLAB
W /#41112'0. C. E.W.
T /SLAB - SEE PLA_
SSS' CONC.LANOING SLAB
W/ #41112" O.C. E.W.
GRADE
\ " #4912" D.C. E.N. A
T /SLAB - SEE PL ANJ� T /SLAB -SEE PLAN At,
#4 11 EACH NOSING
#4 BENT BAR a 12' D.C.
7•
'6.
CONC. SLAB -.ON -GRADE
SEE PLAN FOR SIZE A REINF. 1 )EX JOINT
.REMOVE EXIST. CLAY LAYER
4" SAND CUSHION DOWN TO EL. 91.0' A REPLACE EL.97.0'
W /COMPACTED GRANULAR
COMPACTED GRANULAR FILL
FILL 5' -0" MIN.
C.I.P. FOUNDATION
WALL SEE PLAN
/)♦T{'E._SEE P LAN E %]ST. SAND LAYER
tv/� TO REMA[N
CONC. FIG. i. Sh 1 /S3 FOR ADDITIONAL REINF.
SEE PLAN FOR 2. PROVIDE ABRASIVE STAIR NOSING (TYP.)
S12E A REINF.
DETAIL - TYP. SLAB JOINT W SECTION - STAIRS
sz SCALE: NONE u SCALE: NONE
CONC. SLAB -ON -GRADE
SEE PLAN FOR "' -" - "' --
SAND CUSHION
2-#5 x CONT.
12'-6" MIN.
SEE PLAN _ �V
EL. 1011
7 DETA -
u SCALE: 1, 2� - 1' -0"
SEBESTA BLOMBERG
PrGYi Eino TednicalAMiness SoltAials
s4e.sra aI411e.r1 a A44atwu. Il.ry
ssel aa-pMe ►1 Aw 1 »191
Xwrnle. w »n9
651- 694 -076 FAX: 491 -634 -7401
®
CS r,.-3
N 'O'ES "
Reviaion: Date:
1 rxr-q wrly rode rnls plan. o".Hleerlol v reear. .
paparaa ay A = Ylaar nll Olraar =a=rrial#I aM rr-T 1
a O WIY rpiNaraa LIgllMar IlWI rM1a Ipa a rlla 3tatt
ssOSU1L
Robert C. Kilgore
Date Reg. No 18509
Project N o . 5162.05
Checked B RCK
OeSigned B RCK
Drorn By JCN
Dote 12- M -20D0
Scal AS NOTED
Project Title
CITY OF ROSEMOUNT
ERICKSON SQUARE
BAND SHELL
FOUNDATION
QILXTM/M
Sheet Title
SECTIONS AND
DETAILS
Sheet No. / /�J
S
Tq,"Va, s . 17
1
5' RAMP SLAB
GR UT SOLID (TYP.)
ATERSHED
' DIA. STEEL
IPE SLEEVE
GALV. 1
#4x12' D.0
Q 2�tq (TYP.
PERMISSIBLE "CQNSTUCTION
JOINT WHEN N IS GREATER
JOINT
�` T /SLAB - SEE PLAN ,*%
SAND SAND CUSHION
REMOVE EXIST. CLAY LAYER
DOWN TO EL. 97.0' A REPLACE
W /CO PACTED GRANULAR
FILL
ASSUMED EL -97.0'
EXIST. SAID LAYER
TO REMAIN
ff 1` /S3 FOR ADDITIONAL REINF.'
CONC. SLAB -ON -GRADE
SEE PLAN FOR "' -" - "' --
SAND CUSHION
2-#5 x CONT.
12'-6" MIN.
SEE PLAN _ �V
EL. 1011
7 DETA -
u SCALE: 1, 2� - 1' -0"
SEBESTA BLOMBERG
PrGYi Eino TednicalAMiness SoltAials
s4e.sra aI411e.r1 a A44atwu. Il.ry
ssel aa-pMe ►1 Aw 1 »191
Xwrnle. w »n9
651- 694 -076 FAX: 491 -634 -7401
®
CS r,.-3
N 'O'ES "
Reviaion: Date:
1 rxr-q wrly rode rnls plan. o".Hleerlol v reear. .
paparaa ay A = Ylaar nll Olraar =a=rrial#I aM rr-T 1
a O WIY rpiNaraa LIgllMar IlWI rM1a Ipa a rlla 3tatt
ssOSU1L
Robert C. Kilgore
Date Reg. No 18509
Project N o . 5162.05
Checked B RCK
OeSigned B RCK
Drorn By JCN
Dote 12- M -20D0
Scal AS NOTED
Project Title
CITY OF ROSEMOUNT
ERICKSON SQUARE
BAND SHELL
FOUNDATION
QILXTM/M
Sheet Title
SECTIONS AND
DETAILS
Sheet No. / /�J
S
Tq,"Va, s . 17
1
5' RAMP SLAB
GR UT SOLID (TYP.)
ATERSHED
' DIA. STEEL
IPE SLEEVE
GALV. 1
#4x12' D.0
Q 2�tq (TYP.
PERMISSIBLE "CQNSTUCTION
JOINT WHEN N IS GREATER
JOINT
�` T /SLAB - SEE PLAN ,*%
SAND SAND CUSHION
REMOVE EXIST. CLAY LAYER
DOWN TO EL. 97.0' A REPLACE
W /CO PACTED GRANULAR
FILL
ASSUMED EL -97.0'
EXIST. SAID LAYER
TO REMAIN
ff 1` /S3 FOR ADDITIONAL REINF.'