HomeMy WebLinkAboutMinutes 2013 [10] Oct 31 hma ■
A R G H I T E C T S
Date: October 31, 2013
Project Name: Government Center Campus
Ciry of St.Joseph
� � St. Joseph, MN
° �" Architect's Project No. 1208
r. Purpose: Design meeting
" Time: 3:00 PM
f �:y Location: City Hall conference room
�,
F � Participants: See attached sign-in sheet
FF`r
MEETING MINUTES
1. Steve and Preston reviewed the cost estimate recap, dated October 31, 2013, for
the project. The first detailed costs establish a baseline for project costs, and will
continue to evolve as the design, bidding, and construction occur. It is not
uncommon for this initial estimate to be more than the budget. The construction
� cost is estimated at $4,512,115 and total project cost is estimated at $5,482,963.
r The project budget, established by the City Council at their June 17, 2013 meeting,
�� is a maximum of$4.6M.
�. 2. Discussed "targeY'for the base design to be approximately 5 percent less than the
budget(approximately$200K to$300K)lower than the budget,with a series of add
� alternates that exceed the budget. This "straddling" of the budget allows for
adjustments in the project to maximize the project in response to the bidding
climate.
3. Comments relative to the cost estimate:
a. Sitework includes$35K for an installed emergency generator.
� - ' � � b. Costs allow for "improved" interior finishes in the lobby and council
chambers. Finishes in the remainder of the building are, essentially,:
i. Floors: carpet,VCT, porcelain tile, and epoxy coatings.
` ` ii. Walls: painted CMU or painted gypsum board.
iii. Ceilings: acoustical ceiling tile, with gypsum board soffits in select
areas.
iv. Exteriors: as indicated on exterior elevations.
c. An elevated council dais will likely be necessary, but is not included in the
costs.
d. M/E system costs were developed by using the Sauk Rapids final
subcontractor costs plus a 12 percent inflation factor.
e. Window treatments in council chambers and community room are
manually operated, not motorized or connected to a lighting control
system.
f. Relocation of the power lines along the College Avenue frontage is not
included.
4. Compared several factors of the recently completed Sauk Rapids Government
Center to this project:
Sauk Rapids St. Joe
Size 27,000 sf 18,000 sf
Construction costs $141/sf $196/sf
501'W.St Germain Stre� ` Project costs $195/sf $239/sf
���� Noted final bid costs for Sauk Rapids were less than the cost estimate by less than
St.Cbud�N�630'�-38t�i 10 percent.
T��20.251.9:155
F132fl.251�4919 5. Noted several probable factors that affect the project cost, including 1) building
exterior wall offsets, 2) the quantity of exterior material transitions, 3) extent of
exterior window mullions, 4) rooftop unit screening materials, 5) demolition of
� + w .
Meir�k�er ( Americ�an Institut+�L�P�\rchitect�(f�IA)�(MIVf�IA} � tJS G�'een Building Council(USGBC)
Government Center Camous.St.Joseah
�'` � n Design Meeting October 31,2013 Page 2
� � :
�_. existing building and site features, and 6) temporary o�ce relocation costs, 7)
�� lobby clerestory window structure, 8) basement construction, and 9) smaller
� ,�_�� ,
�� ` ' buildings typically have higher cosUsf values. Also, as select items are able to be
"����� � �� `������ � omitted from the design, other line item percentage costs tied to project costs
� (contingency,A/E fees, etc.)will adjust accordingly.
r ; ` 6. M/E systems include zoned RTU's for serving office and support spaces, with
�r; ��; ��� single zoned RTU's for larger spaces.
��
i*
° ;;� 7. HMA/RAM will develop design and construction strategies for adjusting the project
� ��'x°��� scope to meet the budget. A final list of these strategies, with related costs, can be
� prioritized by the committee and used for developing project bid alternates.
�° r-.;
k 8. Judy has been working with vendors on developing FFE and IT budgets. These
' � budgets will likely be lower than those identified in the cost estimate.
E
� 9. It was agreed the basement, used for M/E and IT, could be omitted and space
' allocated on the main floor (area used for the basement stair and shaft, and
� election stora e No recinct votin occurs at Ci Hall, so all election e ui ment
�,� 9 )• P 9 tY q P
� � : � ° is moved off-site. Omitting all election storage from City Hall would free up that
�:
� space for other uses.
10. Discussed several site plan issues, including:
� " a. Parking: Options were presented for 35, 24, or 15 parking stalls on the
� west side of the site. Agreed to allow for a landscape island to separate
� parking from the alley with a landscape island, include 90 and parallel
parking stalls, allow for green space befinreen parking and the building, and
� shift the building tight to the front yard setback.
` - b. Reviewed issues with grade differential across the site, with the NE comer
� . �=� _>>$' of the site approximately 3 ft lower than finished floor, and implications for
��. � grading and building exteriors.
� c. The accessible ramp on the east side of the site can be eliminated.
` ` ' d. Discussed options for eliminating any exiting out the north side of the
` Community Room and lobby.
�' , e. Agreed to pursue a variance for a 5 ft setback along Ash in lieu of reducing
the building size by 5 ft(which would reduce the capaciry of the community
room and council chambers).
� 11. Discussed several building plan issues, including:
,�;: . �
, , ,
; a. The break room can be located befinreen PD and City Hall as shown on
SD2.1. Card access will be required for access into PD. No card access
is needed for access to City Hall.
b. A single occupant toilet room should be provided in City Hall. It could be
accessed off the break room or from City Hall.
` a The PD janitor closet can be relocated from between the interview rooms.
d. The PD gear cubbies are preferred to be located near the PD garage door.
e. Discussed options for exiting in the communiry room, whether as one large
space, or finro smaller rooms. Potentially, the operable partition could have
multiple doors for exiting to the opposite room.
f. Discussed potential of omitting the north exit from the lobby, and adjusting
the kitchen and community room spaces.
g. For a relatively low cost, the PD garage could expand into the SW corner
of the building for four total interior stalls.
h. With expansion of the garage, the sallyport could be reduced to one stall,
with the second stall an alternate.
12. HMA to schedule a preliminary meeting with the local building official to review
plans and code concerns.
��� � � Govemment Center Camous.St.Joseph
� �� � ��� ` Design Meeting October 31,2013 Page 3
�
� 13. The next meeting is scheduled for Wednesday, November 13, 2013 at 3:30PM to
� review design adjustments and cost control strategies.
� �s END OF MEETING NOTES
j <yu- ; The above information and discussions constitutes the understanding by the Architect of
; these meetings. Any additions or coRections should be brought to the attention of the
�
Architect within 3 days of receipt.
� Enclosures: Sign-in sheet
' RAM cost estimate recap
Design options and exterior images
f
' c: Ciry of St. Joseph - Judy Weyrens, Dale Wick, Terry Thene, Renee
Symanietz, Joel Klein
� � = SEH -Randy Sabart
� ��� > '��� �� RA Morton-Preston Euerle, Steve Plantenberg
� y Design Tree Engineering -Chris Schaefer
�
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October 31,2013
Government Center Campus
City of St.Joseph
St.Joseph,MN
Arch. Project No. 1208
DESlGN MEETING SIGN-IN SHEET
Present Name Or anization
✓ Murray Mack HMA Architects Tel: 320.251.9155
Email: m.mack@hma-archs.com
✓ Tom Peck HMA Architects Tel: 320.251.9155
Email: t.peck@hma-archs.com
Judy Weyrens City of St.Joseph Tel: 320.363.7201
� Email: jweyrens@cityofstjoseph.com
Dale Wick City of St.Joseph Tel: 320.241.7147
✓
Email: dwick@cityofstjoseph.com
Terry Thene City of St.Joseph Tel: 320.248.6669
✓
Email: tthene@cityofstjoseph.com
Renee Symanietz City of St.Joseph Tel: 320.980.1461
� Email: symanietzrenee@gmail.com
Joel Klein City of St.Joseph Tel: 320.363.8250
✓
Email: jklein@cityofstjoseph.com
Gary Utsch Inspectron Inc. Tel: 612.719.8666
Emaii: gutsch@inspectroninc.com
Randy Sabart SEH Tei: 320.229.4348
Email: rsabart@sehinc.com
Preston Euerle R A Morton Tel: 320.223.6240
✓
Email: prestone@ramorton.com
� Steve Plantenberg R A Morton Tel: 320.223.6245
Email: stephenp@ramorton.com
� Chris Schaefer Design Tree Engineering Tel: 320.227.0205
Email: crs@designtreeengineering.com
hma ■
A R C N 1 T E C T S
�� ESTIMATERECAP.C?YOFSTJOSEPHGOVERNMENTCENTER
�/"'*'N'°'r.rt"
JOBNAME: CityofSl.beephGOVemrtrentGnter EalimatatlBy: S.PLANTENBERG
LOCATION: St.Joseph Minnesota �ata: Odober 31,2013
LohEy CommunNy Cou�Mll
Sibwork Lower Lswl PD Gs PO Oltica CI 011iws Commons Room CMmbsn
wn s 72.907 57 30 � 5790 3 7288 2
COOE oESCaronoN
GC Albw Tem TNe an 810
GC Albw Techn 900
GC AIbW Tem Oflice Ircluslve d SeW and Teardoxn 3800
GC Albw Tem Slna 990
GC AIbW Tam Tdb�a 1215
GC Albw Tem ElecMd 1800
GC AIbW Tem HeaOn erWFUeI 18200
GC Albx Tem FanceandGate 7800
GC Allwv Bnnkadea Se antl 7eertlovm 3 700
GC Albw Sac 8 W x e Owner
GC Nbw BuiMin PertnllAlbwer�ce 18500
GC Albw BuiMersRiskAbwarice $ 8200
GC Albn Surve ConsUUCYOn 1500
GC Albw Teatl 70500
GC Albw ConaUUCtion Su les Safe 900
GG AIbW Conctructlon Su les 720
GC Nbw Consbudion SI n e 1 200
GC Plbw Snow Remwal 750
GC Nbw Hou Warkers 8500
GC Albw Oum lers Gerreral 5 700
GC Allax E ui meMReMeI 12W
GC Albw Cbem� Co�nuous 200
GC Albw Cbariu Final $ 3&50
6C Albx Plen Printl 7$pp
GC Allqv Overhead 3 200
GC Albw JobCbfleoul 120U
SC 3A Conaete 225 937 49 J92 63 398 18 779 32 596 79 951 15 573 16 324 71 586
SC 38 PrecaslSWCpmelCwlcveteBHdbxCOreRar�k 28187 28187
SC 4A Mason 502178 12 549 2 780 140 2B2 159890 40 551 111336 17 808 17192
SC 4B Slane ClaCtli p24 B48 13 536 77 296 119 756 3B 500 35 720
SC 5B Metah Malerlals 753 254 13 592 9 970 8 862 34417 28 890 24 793 79 518 15 272
SC SC Melala LaCOr 76 596 4 830 3 200 6 4B8 18 928 14 580 11 585 B 867 7 Sfi0
IF 5A Coltl Fortn Freml 8 G wm eoertl hssemblies 275 294 87 078 53 6/3 75 B06 47 277 37490
SC 6A R h C 26 295 8 754 5 2fi6 2 45B S 8 710 1 872 7 435
IF 88 Md�i�ecWrelWOOtlCaseMOrk 179724 $ 30210 15728 72712 82176
SC 7A W atx n W eaMrer Bartlers 8 lnwlatlon 125190 33 747 20 322 21 189 13125 13 495 72 993 10 219
SC 7B Ezlana MalaOOn 8 FIMeh S e 23 04Y 3 257 7 383 8 524 5 880
SC 7 Membra�BalWSIeC Raofi 721 510 13 708 52 770 38 333 85 339 16 991 14 371
SC Sheet MaIA Flashin 8 T�im In 7C
SC Roof Hatches In 7C
IF 7D .binlProlection 5172 7512 1460 440 8/0 500 320
IF SA Doors Frames 8 Nerdwere Matanals 67 869 &L 10 NA 21 255 13 975 13 365 5 335 2 735
IF BA Doors Fam9s 8 HarEware Laba 1 B 542 425 1 760 4 820 3 082 1 895 6 468 3 372
SC BB Aluminum F2metl EnUar¢e 8 5tateGanis 247 188 10 978 72 Y24 710482 52 956 46 548
IF Glall In 88
IF BC aem�aconi Doars $ 21850 19250 120U S 1200
SC 8C Sec�lanal Doors In BC
IF 9A Till 41 623 7 552 2 531 37 540
IF 9B Acoustipl PanN CeIB a 65 S7A 78 844 7 503 29 302 6 175 5615
SP FaCMC Acousllc Parrels In 9B
IF BC Tle Ce y}g�g 20676 15 7&5 ifi2 10 726 8890
IF ResiOent Fbain In 9C
IF 90 Painti and Coetln s 51 67B 840 4 899 21 381 5 807 8 924 8 795 5 132
SP Albx ExlerlorSin e 1A000 24WD
SP 10q PlasticTdN�COm rtmenls 41&57 520 400 10888 13687 15363 528 370
SP Toibl M 8 LaurM Ar.ceaeoNes In 7pA
SP Flre PtMectlon lapies In 10A
SP Vlaual DIS Surlaces In 10A
SP Entrance Fbar Mats 8 F2mes In t0A
SP W aPo 8 Door Prdactlon In 70A
SP Room SI n e M 10A
SP 10B O rade irN PanHlana
SP 10C Ma�el L Jte�s 38 850 38 850
SP Albw P ectlon Saeans In Techn
SP 12A Shedes 8 870 877 877 3 Sd9 3%7
ME 21A Fire Pro4dion S �ems 43 251 5 789 3 833 72 159 �818 4 75B 4 932 <782
ME 27A Plumbl 160654 21504 73496 A5162 29039 17874 183P2 75459
ME 23A HVAC 27D 024 36146 22 880 75 906 98 808 29 707 30 795 25 9&
ME 26A Ebctrical and Communl�tlma 529 107 76 BUO fi0 543 37 890 127 148 81 757 49 781 St 584 43 S7R
51 31A BuIWi DertwAtlon 8 Sl�a Cbari $ 87 438 87 438
51 31A Eanhwark&Utiitles E 79200 79200
SI 31A all 8 Pavemen�Markln 40 591 40 597
51 3 B Si�e Irti ation 1 911 7 911
51 32C Sile Accesswias 17 350 17 350
SI 32D L 4752 4752
SP 32E FenCes 8 Gatea 9 472 9 472
CC CorreWdbnConH 281381
oas��comi�a
8 CMFea 217 000
B SUBTOTAL S �57 775 S 788805 S 188908 f 302617 S i 3U2058 i 7 008 S 3806T1 S k71Q S OOD
B
OC OtficeRebcatimduA ConstrucNOn 50000
OC Flnence 30000
OC A8E Faes 7% 315 86B
OC Gvil E Imerin 20 000
OC Surve /Soil Borin s 5 000
OC FumlNre Fizlures 8 E i en� 400 000
OC Techrro 150000
OC
B
B EBTIMATED TOTAL COST S 082 983 S 988 805 S 288909 S �671 S 947 93 S 502 OSB S 78Y DOB S 1 872 S 1821/7 S 7.�000
Cost r are FoW 23936
No�eB:
1 This astima�e Is ihe prq�erty of RA Marbn aiM Assoaates,I�. Uee or draWtion olthis tlowment is prohibiteA vAflmut wrltten cansent hom RA Matm.
2
51.Jmeph Gwamment CeMer 10.31-2013.x1cx
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