HomeMy WebLinkAbout2016-09-06-J08 Sportsplex West_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: September 6, 2016
AGENDA ITEM: Consideration of approval of a resolution approving site plan for
Sportsplex West [895 SE Olson Drive]
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON:
Sportsplex USA, LC, is requesting approval of a site plan for an approximately 10,700 square
foot athletic facility to be located north of SE Olson Drive and east of SE Crabapple Drive.
Access to the site will be provided off of SE Olson Drive. A total of 43 parking spaces are
provided on site which meets the requirements of the parking ordinance. The proposed building
will be used to practice space and volleyball.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on August 23,
2016 and recommended approval subject to remaining staff
comments.
Approval of a Site Plan for Sportsplex West (895 SE Olson Drive)
City Planner Melissa De Boer introduced the request by applicant Sportsplex USA, LC for an
approval of a Site Plan for a recreational facility. The subject property is located north of SE
Olson Drive and west of Alice’s Road and is approximately one acre is size. This project would
include the construction of a 10,665 square foot building.
Access to the site will be provided off of SE Olson Drive. A total of 43 parking spaces are
required and proposed on the site plan including 2 handicap accessible stalls. Traffic with be
two-way in the parking lot and a fire lane will be provided on the southwest side of the parking
lot. As part of the improvements a five foot wide sidewalk will be installed along SE Olson drive
with internal sidewalks planned on the site mainly around the building from the parking areas.
All utilities have been extended to the subject property during phases of previous platting. Minor
service stub extensions will occur and storm water from the site will drain into the intakes along
the west and south sides of the property.
The proposed site plan meets the required amount of open space and plantings per the
landscaping ordinance including a landscape buffer along the west property line.
At this time staff is comfortable with the site plan and would recommend approval of the site plan
subject to remaining staff comments.
Commissioner Schmidt questioned if the parking issues experienced by residents and tournament
attendants would be addressed. Senior Planner Andy Kass advised that the current proposed
parking meets the parking space ordinance. Development Director Brad Deets advised the
commission that the Sportsplex East which is the predecessor of Sportsplex west, was built under
different ordinance and that currently if the same offer was submitted it would not pass the
parking space requirements for its size.
Andrea Groves of Pointe Builders advised that the Sportsplex East building would be under new
ownership in the near future and that the perspective buyers had plans of expanding the building
and parking. Mr. Deets added to Mrs. Groves’ comment stating that if they were to submit for an
expansion they would have to bring the entire site up to current ordinance standards.
Commissioner Nigro questioned if the applicant would be addressing some of the drainage issues
located near the current trail. Mr. Deets advised that the City was currently working with the
property owners to the North to address that issue as the site develops.
Commissioner Streit questioned if the commercial owners to the east had any comments or
concerns to the closeness of the parking lots. Mr. Kass advised that the City had not received any
at this time.
Motion to approve a Site Plan for Sportsplex West was called by Commissioner Fontenot and
was seconded by Commissioner Nigro, Subject to any remaining staff comments and completion
of legal documents. Ayes: Fontenot, Streit, Broderick, Hoifeldt, Shanks and Schmidt. Nays: none.
Motion Carried.
STAFF REVIEW AND COMMENT: At this time a majority of staff comments have been
addressed. Staff believes that remaining comments will be addressed
with the final submittal by the engineer.
RECOMMENDATION: Approve the Resolution subject to remaining staff comments.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Staff Comment Letter
IV. Site Plan
V. Building Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 16-
APPROVING THE SITE PLAN FOR SPORTSPLEX WEST [895 SE OLSON DRIVE]
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 Sportsplex West, subject to remaining staff comments on August 23, 2016;
AND,
WHEREAS, the Site Plan for Sportsplex West is in general conformance with §304 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Sportsplex West 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 6th day of September, 2016 that the Site Plan for Sportsplex West is approved, subject to
remaining staff comments.
____________________________
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: Sportsplex West – Site Plan
DATE: August 23, 2016
GENERAL INFORMATION:
Applicant: Sportsplex USA, LC
Requested Action Site Plan Approval
Location and Size: Property is generally located north of SE Olson
Drive and west of Alice’s Road containing
approximately 1 acre.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current
Zoning
Property in Question Vacant Community Village PD / M-1
North Vacant Community Village PD / C-1A
South Recreation – Sportsplex
West’s Existing Facility
Community Village PD / M-1
East Office Community Village PD / M-1
West Residential Community Village R-2
BACKGROUND:
The subject property is located north of SE Olson Drive and west of Alice’s Road. The property in question is
approximately 1 acre. The applicant, Sportsplex USA, LC, is requesting approval of a site plan for a
recreational facility. This facility will be located immediately across the street from their existing Sportsplex
West facility which is located at the southwest corner of SE Olson Drive and SE Frontier Avenue.
August 19, 2016
2 of 3
ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties.
PROJECT DESCRIPTION:
The proposed project includes the construction of a 10,665 square foot building to be used for recreational
activities.
ACCESS AND PARKING:
Access to the site will be provided off of SE Olson Drive.
A total of 43 parking spaces are required for this facility. The total amount of parking proposed is 43 spaces
(including 2 handicap accessible stalls). Traffic throughout the parking lot will be two-way traffic. A fire lane
will be provided on the southwest side of the parking lot.
SIDEWALKS/TRAILS:
As a part of the improvements, a five foot wide sidewalk will be installed along SE Olson Drive. Sidewalks are
planned internal to the site, primarily around the building from the parking areas.
UTILITIES:
All utilities have been extended to the subject property during phases of previous platting. Minor service stub
extensions will occur, but no significant utility extensions will be necessary.
Storm water from the site will drain into the intakes located along the west and south sides of the property.
August 19, 2016
3 of 3
OPEN SPACE AND LANDSCAPING:
A minimum of 15% of the project area is required to be open space. The total project area is 1.04 acres and
the proposed amount of open space is 40% of the project area. The applicant has provided the required
amount of plantings per the landscaping ordinance including a landscape buffer along the west property line in
order to provide screening for the adjacent residential properties.
ELEVATIONS:
The proposed building will be constructed mostly of metal and brick. The elevations facing the residential to
the west and the street to the south will be the sides of the building with the brick. The other two elevations
will be composed entirely of metal panels in two different colors. The main entrance is located on the west
elevation. The entrance will include glass doors and windows as well as a fabric canopy over the entrance.
MISCELLANEOUS:
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: May 3, 2016
2nd Review: May 24, 2016
3rd Review: August 26, 2016
4th Review:
Civil Engineering Consultants, Inc.
Attn: Shane Devick
2400 86th Street, Unit 12
Des Moines, IA 50322
RE: Sportsplex West – Site Plan
Dear Mr. Devick:
Per your request, staff has reviewed the proposed site plan for Sportsplex West. The property is located north
of SE Olson Dr and west of SE Frontier Ave, just north of the existing Sportsplex West building. Based upon
our review, staff has the following comments related to the site plan:
COVER SHEET & GENERAL COMMENTS
1. Provide the $250 site plan review fee with the next submittal.
2. Please provide a photometric plan for review with manufacturer’s cut sheets as part of the next
submittal. Staff questions if any light values extend to the west and north property line. If so,
please include on the photometric plan.
3. Is the light fixture proposed a full cut-off or will it be fitted with shields to meet this
ordinance?
4. Please provide full color building elevations as part of the next submittal, which labels the materials,
color and dimensions.
5. Please provide a materials board with the next submittal.
6. Staff questions if any monument signage will be proposed for this building. If so, please provide details
including location, size, materials, etc. Please provide a note on the cover sheet stating that any
monument signage or wall signage will need to have a sign permit approved by the City of
Waukee Development Services Department.
Engineers Response:
7. Please revise bulk requirements to rear yard being 30 feet and maximum number of stories as 3.
8. Complete missing information for Erosion and Sediment Control Quantities.
9. Please revise spelling of “SE Olson Dr” (sometimes labeled on plans as “Olsen”).
10. General Note #7 revise to be 8” thick pavement and verify that driveway is Type A. Provide a detail of
the Type A driveway. Staff strongly recommends utilizing 6” pavement for the parking lot.
Project Name Project Engineer/Manager Project Type City Contact
Sportsplex West Shane Devick Site Plan Melissa DeBoer
The fire department has also provided a comment relating to this; please see comment
#78 below.
11. In regards to General Note #15, staff questions how trash service will be provided to this site. This
site will need to have its own trash container/dumpster enclosure. Please provide an area
for this on the site plan.
12. Remove General Note #16 as it is not applicable for this project.
13. Remove Utility Note #5 as the City of Waukee does not require this.
14. Utility Notes #11 is not applicable to this project. Please remove.
15. Provide the parking landscape setback on the cover sheet which is one overstory tree required per 40
linear feet of street frontage.
16. Include parking requirements and calculations (4 spaces per 1,000 square feet).
17. Remove Grading Note #17 as it is not applicable.
18. Verify that all existing easements are labeled with the correct Book and Page numbers.
19. Please label addresses of the surrounding properties.
20. Provide running ramp grades for the pedestrian crossing at the driveway entrance. Show grades on
both sides of the ramps rather than just down the center. Please show these grades on
both sides of each ramp rather than just running down the center of the ramps.
Engineers Response:
21. Provide ramp details showing percent slopes for the ADA accessible parking stalls and verify that these
meet ADA requirements.
22. Provide a SWPPP Control Plan showing proposed controls in this plan set.
23. ERU rate for Waukee is 2973 sf of impervious surface area, please update calculation. (This quantity
does not include paving within the ROW)
24. Note regarding need for General Permit #2 should change reference to Waukee Grading Permit to
COSESCO Permit. Grading Note #15 should remove “Waukee Grading Permit and
COSESCO” and replace with “General Permit #2”.
SHEET 2 | DIMENSION PLAN
25. A 5’ sidewalk will be required to be installed along SE Olson Drive, with transitions on both the west
and east sides to meet up with the existing 4’ sidewalk. Please revise plans.
26. A landscape island is required to split up parking stall rows greater than 15 spaces. Please include a
landscape island on the south side of the building for the row of 16 stalls. In order to meet the
intent of our Site Plan Ordinance, please provide one ornamental tree within this
landscape island. Please provide this tree within the landscape island that splits up the
parking stalls located on the south side of the building.
Engineers Response:
27. Staff suggests providing a sidewalk to connect from the sidewalk along the west side of the building to
the existing trail located on the north side of the property.
28. Please provide a pedestrian crossing from the north side of SE Olson Drive to the south side of SE
Olson Drive in order to allow pedestrian access from one Sportsplex West building to the other. This
would include the addition of a pedestrian ramp on both sides of SE Olson Drive (on the west sides of
the driveways). Per the City of Waukee Site Plan Ordinance, pedestrian corridors should be
indicated from any public street to all proposed principle buildings. This crossing should be
provided for the safety of patrons crossing back and forth from one building to the other.
29. A vestibule will be necessary at the entrance, or an air curtain will be required. Per the 2012
International Energy Conservation Code, C402.4.7, a vestibule or an air curtain is required
at the main entrance of this building due to its size.
30. Call out all pedestrian/ADA ramps on the site plan. Please provide details as specified in
comment #20.
Engineers Response:
31. Fix overlapping text on the north side of the site plan.
32. Correct typos in the transition sidewalk note (should be “one” panel, rather than “on”).
SHEET 3 | UTILITY PLAN
33. Label size of area intakes and grates (flat).
34. Set a manhole behind the existing double intake to make connection (avoid concrete removal, pipe
through corner).
35. Verify if existing san service is available to use (Westgate Business Park Plat 2). Sanitary service is to
be 6”.
36. Install sanitary c/o if service is over 100’ long.
37. Provide a cleanout detail for the sanitary and storm cleanouts. Provide a cleanout detail for the
storm cleanout.
38. Provide top and bottom of pipe elevations for the critical crossing shown.
39. Provide a downspout connection detail.
40. Show hydrant coverage on this plan. Please show the hydrant radius on this plan sheet.
41. Staff questions if gas service is planned to this building. Please address. Natural gas service will have
to connect to the connection located on the south side of SE Olson Drive. Please revise
plans to show this.
Engineers Response:
42. The storm sewer pipe within the ROW needs to be 15” RCP minimum.
43. Show tapping sleeve and valve for water service. Label the 6x4 reducer on the south side.
44. Staff questions if intake ST #3 is adequate to de-water? Please address. Staff is aware of current
standing water issues in this area. One of the following should be done in order to address
this problem:
1) Move the intake closer to the west property line and grade to drain.
2) Meet the 2% grade or provide subdrain, and hook roof drains into the storm pipe.
It does not appear that anything has been done to address the water problem that exists
near the bike trail. Please address this issue.
Engineers Response:
45. Provide a note stating to pothole watermain prior to construction in order to coordinate
with the City of Waukee on what to do at time of construction.
46. There appears to be some inconsistency with drawings for the utility plan as it relates to
the location of the FDC and where the fire service enters the building. Also, the utility
sheet does not show the fire service and domestic being split outside the building.
However, the building plumbing plans indicate that the fire service and domestic water
service come in beside one another. It appears that the FDC location on the building plans
is proposed to be at the fire service location of the building. We need building plans and
utility plans to be in harmony with one another and currently they are not. Please address.
Engineers Response:
SHEET 4 | GRADING PLAN & SWPPP PLAN
47. Provide a detail of the depressed sidewalk proposed. Please include more detail on the plan
showing how this is to connect to the sidewalk to the east and west, staff has provided a
plan sheet from another development which includes a depressed sidewalk in order to
show what information we are looking for.
48. Show minimum grade in drainage swale (2%). If minimum grade of 2% is not possible, provide
subdrain.
49. Label building corner elevations on the plan.
50. Staff questions if the note “saw cut curb and grade to drain by others” is applicable for this project.
Engineers Response:
51. Provide spot elevations for the sidewalk ramp detail.
52. Provide spot elevations for the pedestrian ramps.
53. Provide percent grades on unpaved areas. Please show these percent grades.
Engineers Response:
54. Provide running ramp grades for the sidewalk ramp detail. Show both sides of the sidewalk, not
just down the center. Please address per comment #20.
Engineers Response:
55. Label cross slope at bottom of ramp for the sidewalk ramp detail.
56. Indicate detectable warning panels on the sidewalk ramp detail.
57. Staff suggests installing berms along the west and south sides of the property, if possible. Per the City
of Waukee Landscape and Open Space Ordinance a berm, minimum of three feet in
height, is required to be provided as a buffer between this site and the residential property
to the west.
58. Provide proposed locations of erosion and sediment controls, including: Please provide this sheet
with the next submittal, as it was not received by staff for this review.
a. Topsoil stockpile
b. Staging/materials area
c. Waste containment – concrete washout, sanitary waste, construction debris
d. Construction exit
e. Proposed sediment controls, including inlet protection
f. Final discharge needs to be illustrated Please show this
SHEET 5 | SWPPP NOTES
IMPLEMENTATION/MAINTENANCE:
59. Update note about “Any soil or spill washed…” if it is in the street it needs to be cleaned up at the end
of each work day and prior to any rain event. Revise “end of each work day or prior to any rain
event”, to “end of each work day and prior to any rain event”.
60. Remove note about temporary sediment basin if this does not apply to this site.
61. Revise note “work requiring entering and leaving the site over County roadways”.
62. Provide sediment control for the trail along the north perimeter.
Engineers Response:
63. Provide inlet protection for ST #3.
Engineers Response:
64. Provide limits of disturbance.
Engineers Response:
65. For the SWPPP to be considered completed quantities need to be provided for proposed
erosion and sediment controls (Sheet 1 needs to be completed for these items).
Engineers Response:
INSPECTIONS:
66. Revise first sentence as storm event inspections are no longer required by General Permit #2. Please
revise this note as these storm event inspections are no longer required.
NON-STORM WATER DISCHARGES:
67. Should include dechlorination.
68. Concrete washouts are required to have a plastic lining, please include this in the description.
69. Note 17 should be revised to meet General Permit #2 requirement. General Permit #2 does not
have a numeric requirement, please remove reference to 6” minimum respread.
SHEET 6 | LANDSCAPE PLAN
70. Please show proposed locations of any ground mounted mechanical units and provide a landscape
screening details showing how these will be screened. Provide a detail of this screening.
71. Please provide landscaping requirements (shown on cover) on Sheet 6 as well.
72. Provide open space calculations. Open space calculations should be provided indicating what is
required and what is provided. Please revise open space requirements to reflect 15% open
space required. (Currently shows 20%)
Engineers Response:
ELEVATIONS
73. Provide more detail on the west elevation and accentuate the entrance. In pre-application meetings
staff has had conversations regarding the building elevations and that these would need to
meet the current ordinance that is in place. The old building was approved under a
different ordinance. Please revise elevations to meet the current ordinance by providing
more detail on the west elevation and accentuating the entrance.
74. Break up east and north elevations with the use of different building materials. In pre-application
meetings staff has had conversations regarding the building elevations and that these
would need to meet the current ordinance that is in place. The old building was approved
under a different ordinance. Please revise elevations to meet the current ordinance by
breaking up the east and north elevations with the use of different building materials.
75. Provide additional materials on the south and west elevations in order to add variety and architectural
interest. In pre-application meetings staff has had conversations regarding the building
elevations and that these would need to meet the current ordinance that is in place. The
old building was approved under a different ordinance. Please revise elevations to meet the
current ordinance by providing additional materials on the south and west elevations in
order to add variety and architectural interest.
76. With the next submittal, specify the type/color of masonry to be used on the building. This should be
shown with the submittal of the full color elevations and materials board. Please submit materials
board with next submittal.
FIRE DEPARTMENT COMMENTS:
77. Fire Department connection location needs to be shown and located on the street side of buildings, fully
visible and recognizable from the street or nearest point of the fire department vehicle access.
78. FDC shall consist of two 2 ½ inch protected with locking Knox caps.
79. Fire hydrant shall be located no more than 100 feet from a fire sprinkler connection on hard surface,
easily accessible by fire apparatus.
80. Immediate access to the fire department connection and fire hydrants shall be maintained at all times.
Without obstruction by fences, bushes, trees, walls, or any other objects within a minimum distance of
5-feet around the circumference of fire hydrants.:
81. Per the City’s adopted Fire Code, two access points are required for this site. City will allow one access
point at this time, but as future development occurs on this property or the adjacent property to the
east, a shared access should be considered.
82. “No Parking Fire Lane” signs need to be provided as per 511.4. Fire lane should start at
the entrance of drive and along south curb equally spaced so the signs are no more than
100 feet apart. The lane should be clearly defined so no parking is allowed until the first
parking spot located in the southwest corner.
Engineers Response:
83. The parking lot is considered the fire department access road and shall be designed to
support an apparatus with a gross axle weight of 75,000lb as per IFC App D102.1.
Engineers Response:
VEENSTRA & KIMM COMMENTS:
84. Provide geotechnical report. Add a note to the plan set indicating that the results of the report are to
be provided to the City of Waukee Engineering Department and the plan set is subject to any changes
required by the report.
Engineers Response:
85. Provide a project quantities tabulation.
Engineers Response:
86. Sheet 1: Update erosion and sediment control quantities and required parking spaces.
Engineers Response:
87. Sheet 1: Note 11 should state that curb ramps are also to be staked by a licensed engineer.
Engineers Response:
88. Sheet 1: Add a note stating the contractor is responsible to set up a preconstruction meeting.
Engineers Response:
89. Sheet 1: Add a note stating that the contractor is to provide submittals of construction materials prior
to construction.
Engineers Response:
90. Sheet 1: Add a note stating that testing is to be completed per City of Waukee Specifications and that
all tests are to be witnessed by the City.
Engineers Response:
91. Sheet 1: Add a note stating that as-builts should be provided to the City of Waukee Engineering
Department.
Engineers Response:
92. Sheet 3: Show size of existing water main.
Engineers Response:
93. Sheet 3: Add note and details for sanitary service connection to main.
Engineers Response:
94. Sheet 4: Show spot elevations at building corners.
Engineers Response:
95. Sheet 4: Show spot elevations and slope information for sidewalk ramp and show spot elevations for
handicap ramp.
Engineers Response:
96. Add detail for downspout connection to drain pipe.
Engineers Response:
97. Add City standard details for riser, driveway approach and service connection.
Engineers Response:
98. Sheet 1: Update Sheet List Table of plan set to match.
Engineers Response:
99. Sheet 4: Remove SWPPP Plan from sheet title.
Engineers Response:
100. Revise slope of the driveway at the pedestrian crossing to maximum of 2%.
Engineers Response:
101. Show detectable warning panel at the bottom of the ADA Ramp.
Engineers Response:
102. Show sanitary cleanout as sanitary sewer service is over 100’ long from the main.
Engineers Response:
103. Revise elevations of storm sewer and/or water service as critical crossing has less
than 18” clearance.
Engineers Response:
104. Provide spot elevations at all corners of sidewalk ramps.
Engineers Response:
105. Detectable warning panels should be aligned perpendicular to the direction of
travel.
Engineers Response:
106. Provide additional sheet.
Engineers Response:
107. Stormwater Management Plan: Revise storm sewer calculations using 10-year
storm frequency.
Engineers Response:
MISCELLANEOUS COMMENTS:
108. Provide a copy of the Construction Site SWPPP Review Checklist signed by the SWPP designer.
Engineers Response:
109. Provide a copy of the SWPPP Prepared for obtaining General Permit #2 coverage. Please refer
to the Construction Site SWPPP Review Checklist for all items required for a SWPPP to
be considered complete for a COSESCO permit to be issued.
Engineers Response:
110. Provide a copy of the IDNR issued General Permit #2 authorization letter.
Engineers Response:
111. Complete COSESCO application and submit with $200 fee for the COSESCO inspection.
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:
112. Post Construction What practices considered for this site?
113. 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.
114. A maintenance covenant will need to be created and provided for review (if different than the
existing).
115. 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
CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comTHIS
SITE
Q:\E-FILES\E-7000\E7509\_C3D Drawings\Site Plan\COVER SHEET.dwg, 8/19/2016 2:09:51 PM, pclausen, 1:1
DF
3
4
2
4
4
3
3
1
DESK
∆CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-7000\E7509\_C3D Drawings\Site Plan\DIMENSION PLAN.dwg, 8/19/2016 2:09:55 PM, pclausen, 1:1
DF
3
4
2
4
4
3
3
1
DESK
CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-7000\E7509\_C3D Drawings\Site Plan\E7509 SP 03 UTILITY.dwg, 8/19/2016 2:10:21 PM, pclausen, 1:1
DF
3
4
2
4
4
3
3
1
DESK
4
3
3
DESK
CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-7000\E7509\_C3D Drawings\Site Plan\GRADING PLAN.dwg, 8/19/2016 2:10:58 PM, pclausen, 1:1
DF
3
4
2
4
4
3
3
1
DESK
CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-7000\E7509\_C3D Drawings\Site Plan\SWPPP PLAN.dwg, 8/19/2016 2:11:34 PM, pclausen, 1:1
·
·
·
·
·
·
·
·
·
·CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-7000\E7509\_C3D Drawings\Site Plan\SWPPP NOTES.dwg, 8/19/2016 2:11:43 PM, pclausen, 1:1
DF
3
4
2
4
4
3
3
1
DESK
CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-7000\E7509\_C3D Drawings\Site Plan\E7509 SP 06 LANDSCAPE.dwg, 8/19/2016 2:12:18 PM, pclausen, 1:1
JLN KRS JR
A3.1
BUILDING
ELEVATIONS
JUNE 30, 2016
SHEET
JOB NO.
DRAWN CHECKED
DATENEW FACILITYFORSPOTSPLEX USA895 SE OSLON DRIVEWAUKEE, IOWAREVIEW
SET
NEWVANTAGE POINT LLC211 FIRST AVENUE SE, SUITE BCEDAR RAPIDS, IOWA 52403319/862-1736WWW.VP-ARCH.COM COPYRIGHT 2016 VANTAGE POINT LLC. PROTECTED UNDER ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.DO NOT SCALE DRAWINGS. VERIFY ALLDIMENSIONS AND CLEARANCES FROMARCHITECTURAL, STRUCTURAL, SHOP AND OTHERAPPROPRIATE DRAWINGS OR AT SITE. LAY OUTAND COORDINATE ALL WORK PRIOR TOINSTALLATION TO PROVIDE CLEARANCESREQUIRED FOR OPERATION, MAINTENANCE, ANDCODES. VERIFY NON INTERFERENCE WITH OTHERWORK. DO NOT FABRICATE PRIOR TOVERIFICATION OF CLEARANCES FOR ALL TRADES.READ SPECIFICATIONS AND THINK BEFORE YOUACT, YOU ARE HUMAN. COPYRIGHT PERMISSION TO REPRODUCE ALL ORPART OF THIS DRAWING IS HEREBY GRANTEDSOLELY FOR THE LIMITED PURPOSE OFCONSTRUCTION OF THIS PROJECT OR ARCHIVING.UNAUTHORIZED COPYING, DISCLOSURE ORCONSTRUCTION USE WITHOUT WRITTENPERMISSION OF VANTAGE POINT LLC. ISPROHIBITED BY COPYRIGHT LAW.NOTES:
1.PROVIDE A "SOFT JOINT" BETWEEN DISSIMILAR MATERIALS
2.WALL WEEPS SHALL BE OF A COTTON SASH CORD
3.THRU WALL FLASHING SHALL BE SELECTED BY ARCHITECT
4.PROVIDE MORTAR NET AT ALL TWF
5.CONTRACTORS OPTION TO USE CAST STONE IN LIEU OF INDIANA STONE
6.ALL EXPOSED THRU-ROOF PENETRATIONS SHALL BE PAINTED / FINISHED TO MATCH
ROOF COLOR
7.GRADE SHALL BE 6" MIN BELOW THRU-WALL FLASHING AND SLOPE AWAY FROM
BUILDING AT 3 PERCENT MIN
8.TYPICAL MASONRY EXTERIOR WALL CONSTRUCTION:
4" MASONRY VENEER
TIES @ 16" OC EACH WAY
AIR SPACE
BUILDING WRAP (DUPONT, TYVEK COMMERCIAL - FLUID APPLIED)
7/16" OSB EXTERIOR SHEATHING
6" / 12" - 16 GA - MTL STUDS @ 16" OC
BATT INSULATION (R-21 MIN)
10 MIL VB
9.TYPICAL ROOF CONSTRUCTION:
SEE ROOF PLAN +0'-0"
FLOOR LINE
+25'-0"
LOW EAVE
+0'-0"
FLOOR LINE
+25'-0"
LOW EAVE
+0'-0"
FLOOR LINE
+25'-0"
LOW EAVE
+0'-0"
FLOOR LINE
+25'-0"
LOW EAVE
+7'-4"
TOM
+7'-4"
TOM
PRE FINISHED METAL PANELS
COLOR A
THIN SET
BRICK VENEER
PRE-FINISHED MTL STANDING SEAM
ROOF AND TRIMSPRE-FINISHED MTL GUTTER /
DOWNSPOUTS
2
12
2
12
2
12
2
12
INSULATED OHD
INSULATED MAN DOOR (EXIT)
TOTAL FACE AREA = 3,550 SF
AREA OF BRICK VENEER = 2,130 SF
PRE FINISHED METAL PANELS
COLOR A
PRE FINISHED METAL PANELS
COLOR A
PRE FINISHED METAL PANELS
COLOR A
PRE FINISHED METAL PANELS
COLOR B
PRE FINISHED METAL PANELS
COLOR B
THIN SET
BRICK VENEER
FABRIC TYPE CANOPY
5'-0" X 5'-0" FIXED WINDOWS W/ LOW E
INSUL GLAZING
U:\DM\SPORTSPLEX - WAUKEE IOWA\SPORTSPLEX-DWG\301-A3-1-ELEVATIONS-SPORTSPLEX.dwg, 7/8/2016 12:30:51 PM