HomeMy WebLinkAbout2016-08-01-J08 Central Bank_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: August 1, 2016
AGENDA ITEM: Consideration of approval of a resolution approving site plan for Central
Bank [300 E. Hickman Road]
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON:
Waukee Central, LLC is requesting approval of a site plan for an approximately 4,900 square foot
bank to be located at the southeast corner of Dartmoor Drive and Hickman Road. Access to the
site will be provided entirely off of a private street [Laurel Street] which is being developed as a
part of the Waukee Central Development. The facility will include drive through services along
the east elevation of the building.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on July 12, 2016
and recommended approval.
Approve of a Site Plan for Central Bank (300 E Hickman Road)
Commissioner Broderick will abstain from the vote due to a conflict of interest with the applicant.
City Planner Melissa DeBoer introduced the request made by the applicant Waukee Central,
LLC, for a proposed site plan for a bank on the Subject Property located at the southeast corner of
Hickman Road and SE Dartmoor Drive. The property is approximately 1.23 acres in size and
would house the proposed 4905 square foot bank including a drive thru with three lands located
on the east side of the building.
Access to the site will be provided off of the private street located to the south of the site and
though a shared ingress/ Egress easement on the east of the site. A total of 15 parking spaces are
required for this facility. The total amount of parking proposed is 27 spaces which would include
2 handicap accessible stalls and 3 queuing spaces per drive-thru. Traffic through the parking lot
will be two-way traffic with the exception of the east side of the site being one way traffic
through the drive-thru lanes. Pavement markings are shown on the site to direct traffic in the
proper direction.
As part of the improvements, a five foot wide sidewalk will be installed along SE Dartmoor
Drive. A five foot side walk will also be installed along SE Laurel Street located on the south side
of this site. Sidewalks are planned internal to the site, primarily around the building from the
parking areas. The site plan does provide a pedestrian connection from the site to the side walk
that will be constructed along the south side of SE Laurel Street.
All utilities will be extended to this site during platting and storm water detention will be
provided with a dry bottom detention basin located on the north and west sides of the site. A
minimum of 20% of the project area is required to be open space. The total project area is 1.23
area and the proposed amount of open space is 35 % of the project area. The applicant pas
provided the required amount of plantings per the landscaping ordinance.
The building will be constructed mostly of brick and stone, and will consist of an atrium
composed of metal paneling and spandrels glass. A trash enclosure is proposed on the southwest
corner of the site and the applicant has provided a lighting plan which meets the City of Waukee
Site Plan Ordinance requirements.
Commissioner Hoifeldt questioned if the drive-thru lanes violated any ordinances by
facing the road. Brad Deets advised that the lanes would not be in violation.
Commissioner Streit questioned if the area would be graded down for the sidewalk. Ryan
Hardesty, a representative for the Applicant, advised that they would be cutting off 6 feet
from the highest point and adding it to lower graded areas to provide a grading that would
mimic the street.
Commissioner Hoifeldt questioned when the construction would be completed on Laurel
Street. Mrs. DeBoer advised that it would be done during the initial phase of the project
and not on an ‘as developed’ basis.
Motion to approve a site plan for Central Bank (300 E. Hickman Road) subject to any remaining
staff comments and completion of legal documents was moved by Commissioner Streit Seconded
by Commissioner Schmidt. Ayes: Nigro, Fontenot, Streit, Hoifeldt, Shanks, and Schmidt. Nays:
none. Abstained: Broderick. Motion carried.
STAFF REVIEW AND COMMENT: All staff comments related to the site plan have been
addressed and staff would recommend approval.
RECOMMENDATION: Approve the Resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Staff Comment Letter
IV. Site Plan
V. Building Elevations
PREPARED BY: Brad Deets
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 16-
APPROVING THE SITE PLAN FOR CENTRAL BANK [300 E HICKMAN ROAD]
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Central Bank, subject to remaining staff comments on July 12, 2016; AND,
WHEREAS, the Site Plan for Central Bank is in general conformance with §304 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Central Bank is in general conformance with §301.27(A) –
Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 1st day of August, 2016 that the Site Plan for Central Bank is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
Brian Harrison
Shelly Hughes
Larry R. Lyon
Rick Peterson
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Melissa DeBoer
RE: Central Bank – Site Plan
DATE: July 12, 2016
GENERAL INFORMATION:
Applicant: Waukee Central, LLC
Requested Action Site Plan Approval
Location and Size: Property is generally located at the southeast
corner of Hickman Road and SE Dartmoor Dr
containing approximately 1.23 acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current
Zoning
Property in Question Vacant – Formerly
Residential Neighborhood Residential C-1
North Commercial – Heartland
Tire and Auto Neighborhood Residential C-1
South Vacant Neighborhood Residential C-1
East Vacant Neighborhood Residential C-1
West Commercial – Dairy
Queen
Neighborhood Residential C-1
BACKGROUND:
The subject property is located at the southeast corner of Hickman Road and SE Dartmoor Drive. The
property in question is approximately 1.23 acres. The applicant, Waukee Central, LLC, is requesting approval
of a site plan for a bank.
July 8, 2016
2 of 3
ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties. Shaded in GRAY is the proposed dental office to the
east.
PROJECT DESCRIPTION:
The proposed project includes the construction of a 4,905 square foot building to be used for a bank. The
bank will include a drive-thru with three lanes located on the east side of the building.
ACCESS AND PARKING:
Access to the site will be provided off of the private street located to the south of the site. A shared
ingress/egress easement on the east of the site will also provide access between this site and the site located
to the east.
A total of 15 parking spaces are required for this facility. The total amount of parking proposed is 27 spaces
(including 2 handicap accessible stalls and 3 queuing spaces per drive-thru). Traffic throughout the parking lot
will be two-way traffic with the exception of the east side of the site being one way traffic through the drive-
thru lanes. Pavement markings are shown on the site to direct traffic in the proper direction.
SIDEWALKS/TRAILS:
As a part of the improvements, a five foot wide sidewalk will be installed along SE Dartmoor Dr. A five foot
wide sidewalk will also be installed along SE Laurel Sreet, located on the south side of this site.
Sidewalks are planned internal to the site, primarily around the building from the parking areas. The site plan
does provide a pedestrian connection from the site to the sidewalk that will be constructed along the north
side of SE Laurel Street.
July 8, 2016
3 of 3
UTILITIES:
All utilities will be extended to this site during platting. Sanitary sewer will be extended from SE Laurel Street
located to the south. Water will also be extended from the south.
Storm water detention will be provided with a dry bottom detention basin located on the north and west
sides of the site.
OPEN SPACE AND LANDSCAPING:
A minimum of 20% of the project area is required to be open space. The total project area is 1.23 acres and
the proposed amount of open space is 35% of the project area. The applicant has provided the required
amount of plantings per the landscaping ordinance.
ELEVATIONS:
The proposed building will be constructed mostly of brick and stone. The building also consists of an atrium
composed of metal paneling and spandrel glass.
MISCELLANEOUS:
A trash enclosure is proposed on the southwest corner of the site.
The applicant has provided a lighting plan which meets the City of Waukee Site Plan Ordinance requirements.
STAFF RECOMMENDATION:
At this time staff is comfortable with the site plan and would recommend approval of the site plan subject to
remaining staff comments.
CITY OF WAUKEE
Melissa DeBoer, AICP
Planner II
Development Services Department
230 W. Hickman Road
Waukee, IA 50263
Phone: (515) 978-9533
Fax: (515) 987-1845
1st Review: June 14, 2016
2nd Review: June 28, 2016
3rd Review: July 26, 2016
4th Review:
Civil Design Advantage
Attn: Ryan Hardisty
3405 SE Crossroads Drive, Suite G
Grimes, IA 50111
RE: Central Bank – Site Plan
Dear Mr. Hardisty:
Per your request, staff has reviewed the proposed site plan for Central Bank. The property is located at the
southeast corner of SE Dartmoor Dr and Hickman Rd. Based upon our review, staff has the following comments
related to the site plan:
COVER SHEET & GENERAL COMMENTS
1. Provide project manager contact information on the cover sheet.
2. Label more streets within the vicinity map.
3. Revise “Grading Permit” to “COSESCO Permit” in the second note box in the lower right hand corner
on the cover sheet.
4. Include the City of Waukee Standard Specifications prior to SUDAS in the last note box in the lower
right hand corner on the cover sheet. Note should reference 2016 edition of SUDAS.
5. Provide the property address on the cover sheet (300 E Hickman Rd).
6. Please provide a materials board with the next submittal. This must be submitted prior to
forwarding to Planning and Zoning Commission.
7. Provide details of the wall signage shown on the elevation drawings. This must be submitted prior
to forwarding to Planning and Zoning Commission.
8. Please provide details of the shared monument sign shown on the site plan with the next submittal. This
must be submitted prior to forwarding to Planning and Zoning Commission.
9. Please provide an erosion and sediment control plan sheet.
SHEET 2 | DEMOLITION PLAN
10. Verify all book and page numbers shown are accurate.
11. Staff questions if any septic systems exist on the property. If so, provide a note to abandon and remove
per IDNR and Dallas County Environmental Health Department requirements.
Project Name Project Engineer/Manager Project Type City Contact
Central Bank Ryan Hardisty Site Plan Melissa DeBoer
12. On the notes stating to abandon the well per Iowa DNR requirement, add Dallas County requirements
as well.
SHEET 3 | DIMENSION PLAN
13. In addition to the private street label, label the private street shown as SE Laurel St on all sheets.
14. Provide details of the trash enclosure, including elevations, materials, colors, etc. This must be
submitted prior to forwarding to Planning and Zoning Commission.
15. Provide a downspout connection detail and label these locations on the site plan. This must be
submitted prior to forwarding to Planning and Zoning Commission. Correct overlapping
text.
Engineers Response:
16. Show the drive-thru on the site plan to reflect what is shown on the elevation drawings with walls and
roof.
17. Show the sidewalk along SE Dartmoor Dr on the site plan as being installed with this project.
18. Due to placement of the existing pedestrian crossing on Hickman Road, staff has
determined the best connection for the northwestern pedestrian ramp would be to
relocate the ramp currently shown going north to have it going to the west, in order to get
pedestrians across SE Dartmoor Dr to the existing crossing. Please revise plans to show
the new placement of the pedestrian ramp.
Engineers Response:
19. Provide a sign easement for the shared monument sign shown on the plan.
20. Add a note stating that any changes proposed to the site plan during construction shall be approved in
writing by the City of Waukee Development Services Department.
21. Add a note stating that the contractor is responsible for any changes made during construction that
have not been granted approval in writing by the City of Waukee Development Services Department.
22. Show the building setbacks on the site plan.
23. Provide a sidewalk easement for the sidewalk shown on the south side of the site.
24. Provide warning panels for the pedestrian ramps located on the south side of the site.
25. Staff questions how only half of the driveway will be installed with this site. Staff has concerns that if this
project and the dentist office project don’t end up getting built at the same time, that the entire portion
of the driveway won’t be completed for some time and left unfinished. Please address.
26. Staff questions if the drive thru canopy was included in the overall square footage of the building. If not,
please include as this may determine whether or not an FDC is needed. Per the Waukee Fire
Department, it does not appear that the canopy is calculated in the overall building square
footage. Please confirm that the building gross square footage includes the canopy.
27. Staff questions what the details are for the atrium shown on the elevation drawings. Will this house any
offices or be used as a screening for mechanical units? Please address.
SHEET 4 | GRADING PLAN
28. Demonstrate grades meet 2% slope in all unpaved areas.
29. Illustrate 100 year flood elevations and overflow routes for the detention areas.
30. Provide pedestrian facility information for ramps (running ramp grades, spot elevations, cross slope,
etc.).
SHEET 5 | UTILITY PLAN
31. Staff questions who will be installing the pipe shown for the orifice plate located within the detention
basin. Please address.
32. Staff questions if gas will be provided to this site. Please address.
33. Separate the water (domestic and fire) on the outside of the building and provide a valve for each after
the separation.
34. Label size of pipes for all utilities shown.
35. Show hydrant locations and hydrant radius coverage. Per Waukee Fire Department, with fire-
flow requirements and available gpm, two hydrants will be required within 400 feet from
all portions of the buildings. Currently a hydrant along SE Laurel Street does meet part of
the coverage. An additional hydrant needs to be added on the north side of the building to
achieve proper coverage. Per Waukee Fire Department, the proposed hydrant on the site
of Central Bank does not provide access when considering normal fire scene operations for
Central Bank or for Waukee Dental. Relocated hydrant to north side of site along property
line between Waukee Dental and Central Bank.
Engineers Response:
36. Label the FDC location.
37. Show where the water on the south side of the site connects to the water main.
SHEET 6 | LANDSCAPE PLAN
38. Provide a note stating that substitutions are to be approved in writing by the City of Waukee
Development Services Department.
39. Relocate the four Crimson Sentry Maples shown on the south side of the site to the north as they are
currently shown in the private street.
40. On note 5, replace “Seed (Type 1)” with “Hydromulch”.
VEENSTRA & KIMM COMMENTS:
41. Sheet 1: Show more existing streets in the vicinity map.
42. Sheet 1: Show address of property.
43. Sheet 1: Show estimated number of employees.
44. Sheet 2: Is demolition to be completed as part of Waukee Commercial project?
45. Sheet 3: Add a note stating the contractor is responsible to set up a preconstruction meeting.
46. Sheet 3: Add a note indicating any changes proposed to the plan set during construction shall receive
written approval from Waukee Development Services Department. The note should also indicate that
the contractor is responsible for any changes made during construction that have not received written
permission from Waukee Development Services Department.
47. Sheet 3: Add City standard flared end section footing detail.
48. Sheet 3: Show sidewalk along Dartmoor Drive.
49. Sheet 4: Show detectable warning panels and slope information for pedestrian crossings including cross
slopes for crosswalks through parking lot and driveway.
50. Sheet 4: Illustrate 100-year flood elevation.
51. Sheet 5: Show critical crossing information with top and bottom of pipe elevations for storm sewer
crossing water service and sanitary service.
52. Sheet 5: Show roof drainage information.
53. Storm water management plan: Update with current Laurel Street Layout.
54. Storm water management plan: Show capacity of existing downstream storm sewer.
55. Storm water management plan: Pipe L-21 should be from ST-21 to ST-20 and Pipe L-22 should be from
ST-22 to ST-21 in storm sewer pipe spreadsheet.
MISCELLANEOUS COMMENTS:
56. Provide a copy of the Construction Site SWPPP Review Checklist signed by the SWPP designer.
Engineers Response:
57. Provide a copy of the SWPPP Prepared for obtaining General Permit #2 coverage.
Engineers Response:
58. Provide a copy of the IDNR issued General Permit #2 authorization letter.
Engineers Response:
59. Submit fee for COSESCO inspection. As of now the fee is a quarterly fee of $65, but beginning July 1st it
will be a $200 one-time fee. Staff encourages paying the one-time fee of $200, rather than the quarterly
fee of $65 which will lower the total COSESCO fees paid.
Engineers Response:
The applicant will be required to provide the following as a part of the completion of the public improvements
prior to approval of a final plat:
60. Post Construction What practices considered for this site?
61. Provide a site plan specific to the storm water management facilities of the property indicating the
permanent measures utilized by the designer and requirements for maintenance of said facilities.
62. A maintenance covenant will need to be created and provided for review (if different than the existing).
63. As-built plans of all storm water management facilities on site and a certification statement signed by
SWPPP designer indicating that facilities were constructed as designed will be required.
Staff would request that the revised plans and comment response letter be provided in digital form (PDF) and
hard copies with 5 full-sized hard copies delievered to Waukee City Hall. The PDF copy may be emailed. One
additional hard copy set including any storm water management materials should be delivered directly to
Veenstra and Kimm to Jordan Kappos’ attention.
Should you have any questions or concerns regarding these comments, please feel free to contact Brad Deets
(515-978-7899), Andy Kass (515-978-7897) or myself at (515) 978-7898.
Sincerely,
Melissa DeBoer, AICP
Planner II
FLOOR PLAN0"PARAPET18'-0"ATRIUM ROOF23'-8"TOP OF PARAPET15'-8"T.O. GLAZING9'-0"T.O. STONE12'-0"STN-1MP-1COPING-1BRK-1BRK-2BRK-2STN-1BRK-1COPING-1CAST-2CAST-2STN-1COPING-1SF-1GLAZ-1CAST-1FLOOR PLAN0"PARAPET18'-0"ATRIUM ROOF23'-8"TOP OF PARAPET15'-8"T.O. GLAZING9'-0"T.O. STONE12'-0"STN-1COPING-1BRK-2COPING-1BRK-1COPING-1STN-1BRK-1BRK-2CAST-2CAST-1CAST-2SF-1GLAZ-1GLAZ-2MP-1SF-1SF-1GLAZ-1CAST-1CAST-2STN-1CAST-1GLAZ-1MP-1FLOOR PLAN0"PARAPET18'-0"BRK-1STN-1COPING-1MP-1ATRIUM ROOF23'-8"TOP OF PARAPET15'-8"COPING-1COPING-1T.O. GLAZING9'-0"T.O. STONE12'-0"BRK-1CAST-1SF-1GLAZ-1GLAZ-2STN-1CAST-1CAST-2BRK-2CAST-1SF-1GLAZ-2CAST-2FLOOR PLAN0"PARAPET18'-0"ATRIUM ROOF23'-8"TOP OF PARAPET15'-8"BRK-1STN-1MP-1COPING-1T.O. GLAZING9'-0"T.O. STONE12'-0"COPING-1CAST-2STN-1CAST-2CAST-1GLAZ-1SF-1GLAZ-1MP-1GLAZ-2SF-1BRK-2STN-1CAST-2CAST-1GLAZ-1SF-1GLAZ-2BRK-1122221371. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS.2. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND TO UNDER UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL.3. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS.4. INSTALL VERTICAL EXPANSION JOINT MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING, KEEP AWAY 2'-6" MIN. 5. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS.6. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING.7. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE.8. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S).NORTHJOB NO.:This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 2016 by Simonson & Associates Architects, L.L.C.12"x18" SHEET (HALF SIZE)- SCALE IS ONE-HALF OF WHAT IS NOTEDOTHER SHEET SIZES NOT TO SCALEAs indicated@ 24"x36" Sheet15074Central BankWaukee, IowaJune 3, 2016 1/8" = 1'-0"4EAST ELEVATION 1/8" = 1'-0"1NORTH ELEVATION 1/8" = 1'-0"3SOUTH ELEVATION 1/8" = 1'-0"2WEST ELEVATIONEXTERIOR MATERIAL LEGENDMAT.LABELMATERIAL DISCRIPTION MATERIALINFORMATIONBRK-1 4"x4"x8" BRICK: SMOOTH, RED NATURAL MORTARBRK-2 4"x4"x8" BRICK (SOLDIER COURSE): SMOOTH, DARK RED, NATURALMORTARCAST-1CAST-2 CAST MASONRY SILL PROFILE: SMOOTH, COLOR TO MATCH STN-1,NATURAL MORTARCOPING-1 PREFINISHED METAL COPING, DARK BRONZEGLAZ-1 1" INSULATED VISION GLASS: CLEAR W/ LOW E COATINGGLAZ-2 1" INSULATED SPANDREL GLASS: PRIMARY WHITE ON CLEAR GLASSMP-1 FIRESTONE DELTA SERIES CONCEALED FASTENER PANEL, CFP-16F-PROFILE (HORIZONTAL), MATTE BLACKSF-1 THERMALLY BROKEN ALUMINUM STOREFRONT FRAMING: DARKBRONZE ANODIZED FINISHSTN-1 ARRISCRAFT SHADOW STONE VENEER: 4" DEPTH, SIERRA NATURALMORTARGENERAL EXT. ELEVATION NOTES
BREAK ROOM115OFFICE112CONFERENCEROOM116VESTIBULE10120'-8"27'-3 3/4"5'-6"6'-5"OFFICE110OFFICE1134'-2"13'-0"4'-2"7'-8"12'-4"TV WALLCABINETCABINET14'-4" 20'-7" 27'-8" 19'-5"2'-8" 12'-2" 3'-0" 12'-2"59'-8" 2'-4"MECH.120OFFICE111STORAGE114WOMEN'S11775'-0"7'-4" 5'-0"14'-3 5/8" 14'-6" 14'-6" 14'-6" 14'-3 5/8"19'-8 9/16"12'-0" 8'-0" 42'-1 1/4"OFFICE10962'-0"LOBBY102CONSULT.107CORRIDOR105VAULT122ITMITMDRIVE- THRUTELLER121ITM8'-4"CONSULT.1084 7/8" 11'-0" 4 7/8" 11'-0" 10'-5 1/2" 6'-4" 2'-6"RECEPTION103MEN'S118SUPPLY11914'-0"14'-0"3'-3 1/8"5'-0"WAITING AREA1049'-0"19'-5"6'-0"6'-8"2'-4"6'-8"6'-0"34'-11"4'-6"CASH ROOM123CORRIDOR106NORTHJOB NO.:This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 2016 by Simonson & Associates Architects, L.L.C.12"x18" SHEET (HALF SIZE)- SCALE IS ONE-HALF OF WHAT IS NOTEDOTHER SHEET SIZES NOT TO SCALE 1/8" = 1'-0" @ 24"x36" Sheet15074Central BankWaukee, IowaJune 3, 2016 1/8" = 1'-0"1FLOOR PLAN