HomeMy WebLinkAbout2017-03-06-J02 Cove at Kettlestone Lot 3_SitePlan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: March 6, 2017
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Cove at
Kettlestone Lot 3 [1200 SE University Avenue]
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Waukee Investments I, LLC, requests approval of a site
plan to allow the site improvements for the construction of a multi-tenant
commercial building. The site plan identifies a 15,540 square feet multi-tenant
commercial building to be constructed on a 2.09 acre lot located at the
intersection of SE University Avenue and SE Bishop Drive. The site plan
identifies the possibility of a future building on the lot to the west. These
improvements will require site plan approvals as well.
Access to the property will be provided via an access off of SE Bishop Drive.
With future development of the lot to the west access to SE University
Avenue will be provided.
The applicant has provided elevations for proposed building on the site which
meets the intent of the architectural guidelines within the Site Development
and Building Standards Ordinance and the approved Planned Development
Agreement for the property.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
Approval of a site plan for Cove at Kettlestone Lot 3
Senior Planner, Andy Kass, introduced a request for approval of a site plan for a multi-tenant
commercial center by the applicant, Waukee Investments 1, LLC. Mr. Kass advised that the subject
property is on the corner of SE Bishop and SE University Avenue. The proposed project includes the
construction of a building 15,500 square feet in size with 9800 square feet designated for retail use and
the eastern 5800 square feet is proposed for a restaurant use. A patio is identified on the eastern front
of the building and the trash enclosure is indicated on the east side of the site south of the entrance.
Mr. Kass advised that the site plan shows 127 parking spaces including 6 handicap spaces which is the
minimum requirement for this site. 5 bicycle parking spaces are also identified on the site plan.
Vehicular access will be off of SE Bishop Drive, a public street, to the East of the site with a
temporary turn around provided for emergency vehicles. Mr. Kass Advised that the applicant owns lot
2 as well and intends to build a similar project at that location, which would then add a full access for
both lots onto SE University Avenue at the time lot 2 is developed.
Mr. Kass informed the commission that utilities are already stubbed to the property and both a grease
interceptor and sprinkler system will be required. Storm water detention will be in the detention basin
to the south of the lot before draining into the University Avenue Storm Sewer System. The site plan
indicates a 26%open space which meets the minimum requirements and substantial screening has been
provided for both the residential areas to the north and south of the project.
Mr. Kass advised that the proposed building will be constructed of a variety of materials including
brick, storefront glazing, and simulated wood panels (fiber cement). Galvanized steel mesh will be
utilized on the east side of the building to screen mechanical equipment. The applicant has submitted a
photometric plan and associated light fixture cut sheets, which meet the requirements outlined within
the Planned Development Agreement and the Site Plan Ordinance.
At this time staff is comfortable with the site plan and would recommend approval of the site plan
subject to remaining staff comments.
• Commissioner Fontenot questioned what the townhome builders and owners are using as
access. Mr. Kass advised that currently there are accesses on SE Bishop Drive and SE Waco
Place/ 98th Street. Mr. Kass also advised that the squares shown on the map show the location
of the townhomes.
• Commissioner Schmidt questioned what separated the current proposed building from the
townhomes. Mr. Kass advised that there was no berm, a 10 foot set back and installed
screening from headlights. The edge bordering University will be flat as well. This is because
when University was widened the city did not have a right of way so to get the sidewalk and
other amenities, the grading had to be decreased. A berm didn’t quite fit in the space allotted,
however there is significant screening and the apartments across the street do have a
substantial berm.
• Commissioner Fontenot questioned how many tenants were planned. A representative of the
applicant, Eric Cannon, advised that there were 5 units so 5 possible tenants.
• Commissioner Hoifeldt questioned if there would be fencing on the patio. Mr. Cannon stated
that it is on the elevations, black three foot high typical fencing.
• Commissioner Stonebrook questioned what the white part of the elevation was. Director of
development services, Brad Deets, advised that it was an architectural addition for variety and
appearance, not structural.
Commissioner Fontenot moved to approve the site plan for Cove at Kettlestone Lot 3, subject to
remaining staff comments. The motion was seconded by Commissioner Schmidt. Ayes: Stonebrook,
Fontenot, Hoifeldt, and Schmidt. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: At this time all staff comments have been addressed and
staff recommends approval.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Staff Comment Letter
IV. Site Plan
V. Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 17-
APPROVING THE SITE PLAN FOR COVE AT KETTLESTONE LOT 3
[1200 SE UNIVERSITY AVENUE]
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 Cove at Kettlestone Lot 3, subject to remaining staff comments on February 28,
2017; AND,
WHEREAS, the Site Plan for Cove at Kettlestone Lot 3 is in general conformance with §304 –
Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Cove at Kettlestone Lot 3 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 March, 2017 that the Site Plan for Cove at Kettlestone Lot 3 is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Brian Harrison
Shelly Hughes
Larry R. Lyon
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Andy Kass
RE: Cove at Kettlestone Lot 3 – Site Plan
DATE: February 28, 2017
GENERAL INFORMATION:
Applicant: Waukee Investments I, LLC
Requested Action Site Plan Approval
Location and Size: Property is generally located south of SE University
Avenue and west of SE Bishop Drive and
containing approximately 2.09 acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current
Zoning
Property in Question Vacant Multi-Family Stacked High PD/C-1
North Winhall Apartments Neighborhood Residential PD/R-3
South Cove at Kettlestone
Townhomes
Multi-Family Stacked High PD/C-1
East Vacant Multi-Family Stacked
Medium
PD/C-1
West Vacant Multi-Family Stacked High PD/C-1
BACKGROUND:
The subject property is located within the Cove at Kettlestone development that is located at the intersection
of SE University Avenue and SE Waco Place. Initial phases of the development that have been approved are
131 townhomes and three 72 unit apartment buildings. This is the first commercial component of the overall
development.
March 2, 2017
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 15,540 square foot multi-tenant commercial building,
associated parking, trash enclosure, and site utilities. The site plan identifies the building having a 9,800 square
foot retail portion and 5,740 square foot restaurant portion of the building. An outdoor patio is also identified
on the front of the building for the use of the restaurant. The trash enclosure is indicated on the east side of
the site south of the entrance into the site.
ACCESS AND PARKING:
Access to the site will be provided on the east side of the site from SE Bishop Drive, a public street. The
applicant also owns Lot 2 to the west with the intent of constructing a similar building on that site. When
development of Lot 2 occurs a secondary access will be provided from SE University Avenue. The future
access off of SE University Avenue will be an un-signalized full access. The current Capital Improvements Plan
(CIP) identifies this location as a potential traffic signal project in the future, however, it does not identify a
fiscal year for the project to be completed.
A total of 127 parking spaces are required for this facility. The total amount of parking proposed is 127 spaces
(including 6 handicap accessible stalls). The site plan also identifies 5 bicycle parking spaces. The bike rack is
located along the northwest side of the building.
March 2, 2017
3 of 3
As part of the improvements to the site a 5 foot sidewalk will be extended along SE University Avenue and a
10 foot trail will be extended along SE Bishop Drive on the east side of the site. Pedestrian connections into
the site from these paths have been indicated on the site plan.
UTILITIES:
Storm water detention will be provided in the detention basin to the southwest of the site that is located
within the Cove at Kettlestone Townhome development to the south. Water and sanitary services were
stubbed into the lot as part of the initial plat improvements and the developer will be extending the services
to the building and to Lot 2 to the west.
OPEN SPACE AND LANDSCAPING:
A minimum of 15% of the project area is required to be open space and the site plan indicates that 26.3%
open space will be provided. Landscaping has been provided in compliance with the required planting
requirements.
ELEVATIONS:
The proposed building will be constructed of a variety of materials including brick, storefront glazing, and
simulated wood panels (fiber cement). Galvanized steel mesh will be utilized on the east side of the building to
screen mechanical equipment. Per the adopted Planned Development Agreement for the property, 30% of the
street facing façade at pedestrian level shall be fenestration, 32% fenestration is proposed. The proposed
elevations meet the intent of both the Site Plan Ordinance as well as the Planned Development Agreement.
Material samples will be available for review at the Planning & Zoning Commission meeting.
MISCELLANEOUS:
The applicant has submitted a photometric plan and associated light fixture cut sheets. The photometric plan and
fixtures meet the requirements outlined within the Planned Development Agreement and the Site Plan
Ordinance.
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
Andy Kass, AICP
Senior Planner
Development Services Department
230 W. Hickman Road
Waukee, IA 50263
Phone: (515) 978-9533
Fax: (515) 987-1845
1st Review: January 24, 2017
2nd Review: February 7, 2017
3rd Review: February 28, 2017
4th Review:
Snyder & Associates, Inc.
Attn: Eric Cannon
2727 SW Snyder Blvd
Ankeny, IA 50023
RE: Cove at Kettlestone Lot 3 – Site Plan
Dear Mr. Cannon:
Per your request, staff has reviewed the proposed site plan for the Cove at Kettlestone Lot 3. The property is
located at west of SE Bishop Drive and south of SE University Avenue. Based upon our review, staff has the
following comments related to the site plan:
COVER SHEET & GENERAL COMMENTS
1. Provide a materials board prior to the Planning & Zoning Commission meeting.
Engineers Response:
2. Provide a photometric plan with cut sheets for all proposed exterior fixtures. This project will not be
forwarded for approvals until a photometric plan is provided for review.
Engineers Response:
3. Verify that the Owner’s mailing address information is accurate.
Engineers Response:
4. Please indicate the site address as 1200 SE University Avenue.
Engineers Response:
5. Update the Vicinity Map to show SE Bishop Drive and the platted lots within the Cove at
Kettlestone.
Engineers Response:
SHEET 2 | PROJECT INFORMATION
6. A note should be added to the plan set indicating that any proposed changes to the plan set shall be
approved in writing by the City of Waukee Development Services Department.
Engineers Response:
Project Name Project Engineer/Manager Project Type City Contact
Cove at Kettlestone Lot
3
Eric Cannon Site Plan Andy Kass
7. A note should be added to the plan set indicating 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.
Engineers Response:
8. Provide a downspout connection detail, if applicable.
Engineers Response:
9. Under General Note BB, change Public Works to Engineering Department. Change this in both
instances.
Engineers Response:
SHEET 3 | DIMENSION PLAN
10. Note 7.B., “electrical” is spelled incorrectly.
Engineers Response:
11. Please add a note to the dimension plan indicating that the City is not responsible for pavement
replacement within the existing sanitary sewer easement if pavement needs to be removed for
maintenance of the sanitary sewer.
Engineers Response:
12. Indicate the sidewalk and trail widths.
Engineers Response:
13. Staff questions if any bicycle parking will be provided. If so, please indicate locations. Include a bike
rack detail in the plan set.
Engineers Response:
14. Staff questions if a drive-thru window is proposed on the west end of the building. If so, indicate location
and any associated menu board locations. Per the Arterial Corridor Overlay standards menu
boards cannot be visible from SE University Avenue. Callout possible drive-thru window.
Engineers Response:
15. Provide building dimensions.
Engineers Response:
16. Provide dimensions for the patio. Based on anticipated occupant load for the patio a fence/railing will be
required. Swing gates must swing in the direction of travel and have appropriate panic hardware. The
occupant load dictates that an additional egress/gate is required. Provide a detail of the
railing.
Engineers Response:
17. Please clarify what the rectangular bump out on the east side of the building is. Will this cooler be
attached to the building?
Engineers Response:
18. Staff would note that additional exits for the restaurant will be required by the Building Code.
Engineers Response:
19. Label all existing easements with recorded book and page numbers. Provide the book and page
numbers for the existing electrical easement off of SE Bishop Drive.
Engineers Response:
20. Show the streets/driveways on the north side of SE university Avenue that align with the proposed
driveway (show on all sheets). Please show the streets/access across from this site as lining up.
Engineers Response:
21. Indicate the type of driveway proposed off of SE Bishop Drive. Must be a Type A with radii. Also
provide a detail.
Engineers Response:
22. Indicate locations of street lights along SE Bishop Drive. Attached is the approved street light plan
for SE Bishop Drive.
Engineers Response:
23. A minimum of 200 feet separation shall be provided between monument signs.
Engineers Response:
SHEET 4 | UTILITY PLAN
24. Provide hydrant coverage radius (150’ radius).
Engineers Response:
25. Indicate critical crossings with top and bottom of pipe elevations. Show critical crossing for water
main crossing sanitary sewer service at northwest corner of site including top and bottom
of pipe elevations. Show critical crossing information for water main crossing storm sewer
in two locations at south side of site including top and bottom of pipe elevations.
Engineers Response:
26. Indicate the location of the fire riser room. Please label this.
Engineers Response:
27. Split the domestic and fire service outside of the building and provide valves on both. Provide valves
on both the domestic and fire services.
Engineers Response:
28. Identify electrical transformer location. Staff suggests contacting MidAmerican Energy early on to review
proposed location to prevent any issues at the time of construction.
Engineers Response:
29. Staff questions if gas service will be required for the proposed building. If so, indicate gas route and
proposed meter location(s). The City of Waukee is the gas service provider. Please contact
Tim Royer at 515-978-7920 to discuss gas route. Show the entire future gas route that was
provided by the Gas Department.
Engineers Response:
30. Indicate the size of the proposed grease interceptor.
Engineers Response:
31. Utilize the existing water service that was installed for the lot.
Engineers Response:
32. Show the existing sanitary service to the existing main on the east side of SE Bishop Drive.
Engineers Response:
33. List pipe materials for utilities. Provide pipe materials for water and sanitary.
Engineers Response:
34. Staff questions if the 12-inch storm pipes from ST-7A are for downspout connections. Provide a
downspout connection detail.
Engineers Response:
35. The sanitary service stub for Lot 2 should be run out of the manhole.
Engineers Response:
36. The sanitary service to the building will need to be split from the grease interceptor line. Please identify
this split on the outside of the building. As shown on the plans all sewage will flow through the grease
interceptor.
Engineers Response:
SHEET 5 | GRADING PLAN
37. Demonstrate grades meet 2% slope in all unpaved areas. Show grades in all unpaved areas.
Engineers Response:
38. Provide spot elevations at all building corners.
Engineers Response:
39. Provide pedestrian facility information for ramps (running ramp grades, spot elevations, cross slope,
etc.). Show turning spaces at top of all ramps and at sidewalk intersections including spot
elevations and slope information for all sides. Show cross slope of south crosswalk in Area
1. Add ramp to west in Area 2. Correct running slope of sidewalk from building in Area 3.
Will detectable warning panels be provided at ramps within the parking lot? Show turning
spaces at connections to sidewalks along SE University Avenue and SE Bishop Drive
including spot elevations and slope information for all sides. Revise turning space at
intersection of sidewalks in south portion of Area 1 detail as sides exceed 2% slope. Show
spot elevations and slope information at all sidewalk connections to the building.
Engineers Response:
40. Indicate and illustrate 100 year flood elevations for detention and sump locations on the site. Show the
100 year for the pond and sump intakes. Illustrate the 100 year elevation for the detention
pond.
Engineers Response:
41. Provide a 3 foot high berm in the parking lot setback fronting SE University Avenue if feasible.
Engineers Response:
42. Provide a detail for the FTM and TRM being installed at ST-18A FES outlet. Specify type of TRM
required. Add a note that the FTM will be installed in accordance with the manufacturer’s specifications.
Engineers Response:
43. The area in the right-of-way will need to be graded in accordance with the Waukee
Standard Specifications for Public Improvements. The slop from the property line to the
sidewalk should be 4%, sidewalk slope is to be 1.5% - +/- 0.5%, and slope from sidewalk to
BOC is to be 4%. This may require existing utilities to be lowered. Add a note to
coordinate utility relocations with utility providers.
Engineers Response:
SHEET 6 | EROSION & SEDIMENT CONTROL PLAN
44. Provide perimeter sediment control for the site.
Engineers Response:
45. Provide downstream sediment control for the proposed topsoil stockpiled material.
Engineers Response:
46. Provide the mix design for proposed seeding, fertilizing, and mulching.
Engineers Response:
SHEET 7 | LANDSCAPE PLAN
47. Staff would suggest providing additional plantings along the south property line to provide additional
screening between the commercial building and the residential use to the south.
Engineers Response:
48. Add a note to this sheet indicating that planting substitutions shall be approved in writing by the
Waukee Development Services Department.
Engineers Response:
49. Update the quantities for plantings along the south property line. It appears that 4 trees are plan,
however only 2 are called out. Update the 2 TA to 3 TA in the southwest corner of the site.
Engineers Response:
50. Label species of tree at southeast corner of the building.
Engineers Response:
51. Provide additional screening behind the trash enclosure.
Engineers Response:
BUILDING ELEVATIONS
52. Provide colored elevations of the proposed building as part of the next submittal.
Engineers Response:
53. Provide color elevations of the trash enclosure with the next submittal.
Engineers Response:
54. Show the drive-thru window on the elevations, if planned.
Engineers Response:
55. Per the adopted Planned Development Agreement, a minimum of 30% of the street facing façade at
pedestrian level shall be fenestration. Please verify that this requirement has been met.
Engineers Response:
FIRE DEPARTMENT COMMENTS:
Previous Fire Department comments have been addressed.
MISCELLANEOUS COMMENTS:
56. Provide an Updated 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 $250 fee for the COSESCO inspections.
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:
Post Construction What practices considered for this site?
60. 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.
61. A maintenance covenant will need to be created and provided for review (if different than the existing).
62. 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 7 full-sized hard copies delievered to Waukee City Hall. The PDF copy may be emailed. Do
not deliver plans to Veenstra & Kimm, City Staff will deliver plans to Veenstra & Kimm.
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,
Andy Kass, AICP
Senior Planner
1"= 116.1016KMMEDCRMM01-13-17116.101688WAUKEE, IOWACOVE AT KETTLESTONE LOT 3 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= kmarshpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.1016\Cadd\SP01_1161016_TSH.dgn2/23/20179:15:38 AMSnyder1:500pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.1REVISED AS PER CITY COMMENTS02/01/17JWM02/15/17JWMREVISED AS PER CITY COMMENTS1WILLIAMS POINTE PLAT 9 LOT 1
1185 SE UNIVERSITY AVE, WAUKEE
PEOPLES TRUST & SAVINGS BANK
15705 UNIVERSITY, WAUKEE
UNIVERSITY WOODS LLC
1410 SE ROSEWOOD CT, WAUKEE
FAIRCHILD, AMANDA JORGENSEN
WAUKEE 1185 SE ROSEWOOD DR
LEJUKOLE, HENRY Y
WAUKEE 1470 SE ROSEWOOD CT
ORWENYO, JACQUELINE M JTRS
OTUNDO, DANIEL B &
WAUKEE 1450 SE ROSEWOOD CT
MCCARTHY, SEAN T
WAUKEE 1430 SE ROSEWOOD CT
KITSIS, NATHAN J
WAUKEE 1420 SE ROSEWOOD CT
ATIYEH, CHELSEA WEST PARK PLAT 1 PARCEL A LOT 3 GERLICH, KAREN A ETAL 50% KAREN A & MARGARET L TRUST 50% WEST PARK PLAT 1 LOT 1 HAWTHORNE PLAZA, LLC3069 W
A
CO PL, W
A
UK
EE
H
AK
EM
AN, D
ALLA
S D
& LIN
DA M J
TR
S 3101 W
ACO PL, W
AU
KEE GIL
ES, RIC
HA
RD W
&
CA
RO
LYN
A GIL
ES TRU
STEES GIL
ES, RIC
HA
RD W
R
EVO
CA
BL
E TRU
ST 3101 W
AC
O PL, W
A
UKEE GIL
ES, RIC
HA
RD W
&
C
ARO
LYN
A GIL
ES TR
USTEES GIL
ES, RIC
H
ARD W REV
OCA
BLE
T
RUST 3069 W
a
co Pl W
a
ukee, IA 50263 HAK
EM
AN, LIN
DA M
WINHALL AT WILLIAMS POINTE CONDOMINIUMS
1273SF
1273SF
1226SF
1226SF
1226SF
1397SF
1226SF
1226SF
1273SF
1226SF
1226SF
1226SF
1226SF
1397SF
1273SF
1273SF
950SF 912SF 912SF 912SF912SF 912SF 950SF 950SF 912SF 912SF 912SF 912SF 950SF 912SF 912SF 912SF 912SF 950SF950SF
950SF 912SF 912SF 912SF 912SF 912SF 912SF950SF912SF912SF912SF912SF912SF950SF 950SF
950SF
912SF
912SF
912SF
912SF
950SF
950SF
912SF
912SF
912SF
912SF
950SF
950SF
912SF
912SF
912SF
912SF
912SF
912SF
950SF
1273SF
1226SF
1226SF
1226SF
1226SF
1273SF
1273SF
1226SF
1226SF
1226SF
1226SF
1273SF
1273SF
1226SF
1397SF
1226SF
1397SF
1397SF
1226SF
1273SF
1273SF
1226SF
1226SF
1226SF
1226SF
1226SF
1273SF
25' BUILDING SET
BACK LINE
20' Rear Yard Setback20' Building Setback Li
ne20' Building Set
bac
k Lin
e661 SF
652 SF
652 SF
631 SF
682 SF
604 SF
604 SF
713 SF
679 SF
629 SF
652 SF
652 SF
604 SF
604 SF
713 SF
661 SF
652 SF
652 SF
604 SF
604 SF
661 SF
713 SF
652 SF
604 SF
652 SF
604 SF
604 SF
652 SF
604 SF
652 SF
652 SF
604 SF
713 SF
661 SF
LOT7 LOT8 LOT9 LOT10 LOT11 LOT12 LOT13 LOT14 LOT15 LOT16 LOT17 LOT18 LOT19 LOT20 LOT21 LOT22 LOT23 LOT24 LOT25
LOT33
LOT32
LOT31
LOT30
LOT29
LOT28
LOT27
LOT26
LOT34
LOT35
LOT36
LOT37
LOT38
LOT41
LOT40
LOT39
LOT89LOT90LOT91LOT92LOT93LOT94LOT95LOT96LOT97LOT98LOT99LOT100LOT101LOT102LOT103
LOT69
LOT70
LOT71
LOT72
LOT73
LOT74
LOT75
LOT76
LOT77
LOT78
LOT79
LOT80
LOT81
LOT82
LOT68
LOT67
LOT66
LOT65
LOT64
LOT63
LOT62
LOT61
LOT60
LOT59
LOT58
LOT57
LOT56
LOT55
LOT54
LOT53
LOT52
LOT51
LOT50
LOT49
LOT48
LOT47
LOT46
LOT45
LOT44
LOT43
LOT42
LOT137
LOT136
LOT135
LOT134
LOT133
LOT132
LOT131
LOT130 LOT129
LOT118
LOT119
LOT128
LOT127
LOT120
LOT121
LOT126
LOT125
LOT122
LOT123
LOT124
LOT117
LOT104
LOT105
LOT116
LOT106
LOT115
LOT114
LOT107
LOT108
LOT113
LOT112
LOT109
LOT111
LOT110
LOT88
LOT86
LOT85
LOT84
LOT83
LOT87
INDEX OF SHEETS
PROJECT LOCATION
VICINITY MAP
Date
IOWALICENSEDPROFESSIO
N
ALEN
GI
NEERLicense Number
Pages or sheets covered by this seal:
My License Renewal Date is December 31, 2017
18954
18954
CANNON
ERIC D.Eric D. Cannon, P.E.
under the laws of the State of Iowa.
licensed Professional Engineer
supervision and that I am a duly
by me or under my direct personal
engineering document was prepared
I hereby certify that this
STATE OF
IO
WA
PROFESSIO
N
ALLANDSCAPE AR CHITECTDate
License Number
Pages or sheets covered by this seal:
668
NO.
ARCHITECT
LANDSCAPE
under the laws of the State of Iowa.
Professional Landscape Architect
charge. I am a duly licensed
direct supervision and responsible
below was prepared by me or under my
this technical submission described
I hereby certify that the portion of
June 30, 2018
License Expires:
668
GULDENPFENNIG
LARA F.
Lara F. Guldenpfennig, ASLASE BRICK DRSE ALICE'S RDSE UNIVERSITY AVE.98TH STREETGRAND PRARIE PKWY1COVE AT KETTLESTONE LOT 3
TITLE SHEET1
OWNER
PROJECT CONSTRUCTION MANAGER
8.
7.
6.
5.
4.
3.
2.
1.500'1"=500'
DAVENPORT, IA 52807
4620 E 53RD ST, SUITE 200
WAUKEE INVESTMENTS I, INC.
PHONE: (319) 512-2322
CONACT: BEN LOGSDON
CORALVILLE, IOWA 52241
P.O. BOX 5462
625 1ST AVE, SUITE 201A
BUILD TO SUIT, INC.
CITY OF WAUKEE, DALLAS COUNTY, IOWA
1200 SE UNIVERSITY AVENUE
FOR
SITE PLAN
LANDSCAPE PLAN
SIDEWALK RAMP DETAILS
EROSION AND SEDIMENT CONTROL PLAN
GRADING PLAN
UTILITY PLAN
DIMENSION PLAN
PROJECT INFORMATION
TITLE SHEET
1"= 116.1016KMMEDCRMM01-13-17116.101688WAUKEE, IOWACOVE AT KETTLESTONE LOT 3 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= kmarshpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.1016\Cadd\SP02_1161016_NTS.dgn2/23/20179:15:50 AMSnyder1:1pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.1REVISED AS PER CITY COMMENTS02/01/17JWM02/15/17JWMREVISED AS PER CITY COMMENTS12 2PROJECT INFORMATIONPARKING REQUIREMENTS:
CONTROL POINTS
93
93.0
93
C
OC
FO
E
OE
4" G
4" HPG
8" W
8" S
12" ST12" ST
G
G
AST
UST
Features Existing Proposed
G
EB
W
LEGEND
8" W(*)
8" S(*)
4" G(*)
4" HPG(*)
C(*)
OC(*)
FO(*)
E(*)
OE(*)
DUCT(*)
93.0
1
Soil Boring
Mailbox
Satellite Dish
Sign
Above Ground Storage Tank
Underground Storage Tank
Fence Post or Guard Post
Gas Apparatus
Gas Manhole
Gas Valve
Fiber Optic Handhole
Fiber Optic Manhole
Communication Handhole
Communication Manhole
Communication Pedestal
Traffic Sign
Electric Transformer
Electric Box
Yard Light
Street Light
Utility Pole with Transformer
Utility Pole with Light
Guy Anchor
Utility Pole
Well
Water Service Valve
Water Main Valve
Fire Hydrant on Building
Fire Hydrant
Double Storm Sewer Intake
Single Storm Sewer Intake
Storm Manhole
Storm Sewer with Size
Sanitary Manhole
(*) Denotes the survey quality service level for utilities
Test Hole Location for SUE w/ID
Duct Bank
Sanitary Sewer with Size
Water Main with Size
High Pressure Gas Main with Size
Gas Main with Size
Overhead Electric
Underground Electric
Fiber Optic
Overhead Communication
Communication
Coniferous Tree or Shrub
Deciduous Tree or Shrub
Tree Stump
Tree Line
Fence (Silt)
Fence (Wood)
Fence (Chain Link)
Fence (Barbed, Field, Hog)
Contour Elevation
Spot Elevation
UTILITY CONTACT INFORMATION
SYSTEM, TICKET NUMBER 551501715.
RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST
UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS
UTILITY WARNING
UTILITY QUALITY SERVICE LEVELS
THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS.
BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL AS
IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINEDQUALITY LEVEL (A)
SUBSURFACE UTILITIES.
GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF
INFORMATION IS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE QUALITY LEVEL (B)
QUALITY D INFORMATION.
UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH
INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND QUALITY LEVEL (C)
INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS.QUALITY LEVEL (D)
APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI / ASCE 38-02 STANDARD.
QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN
EXCEPT WHERE NOTED AS QUALITY LEVEL A.
UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED
SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN
RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES OR
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR
GENERAL NOTES
Contact Email : troyer@waukee.org
515-978-7920
Tim Royer
WAUKEE, CITY OF
Gary@nexgencom.com
515-369-9000
Gary Reimers
NEXGEN INTEGRATED COMMUNICATIONS
Contact Email : troyer@waukee.org
515-978-7920
Tim Royer
WAUKEE, CITY OF
Thomas.sturmer@centurylink.com
303-664-8090
Tom Sturmer
CENTURYLINK
pmay@mediacomcc.com
515-246-2252
Paul May
MEDIACOM COMMUNICATIONS CORP
Joel.Schroeder@windstream.com
800-289-1901
JOEL SCHROEDER
WINSTREAM MCLEOD
MECDSMDesignLocates@midamerican.com
515-252-6632
Craig Ranfeld
MIDAMER-ELEC
jeff@netins.com
515-830-0445
Jeff Klocko
IOWA NETWORK SERVICES
Joni.McCabe@HickoryTech.com
507-387-1770
Joni McCabe
HICKORY TECH
GAS
NO RESPONSE
W-2
C-1
CLEAR
C-2
OE/E
C-2
FO1 1'BENCHMARKS
IARTN DERIVED - US SURVEY FEET
IOWA STATE PLANE SOUTH COORDINATE SYSTEM
CP4
CP3
CP2
CP1
SE BISHOP DRIVE, EAST SIDE OF SITE.
CUT "X" AT SOUTHEAST CORNER OF SIDEWALK ON WEST SIDE OF
N=582877.86 E-1545330.84
EAST SIDE OF SE BISHOP DRIVE, NORTHEAST CORNER OF SITE.
CUT "X" ON WEST END OF ISLAND IN UNIVERSITY AVENUE ON
N=583274.75 E-1545387.19
EAST SIDE OF SE BRICK DRIVE, NORTH SIDE OF SITE.
CUT "X" ON WEST END OF ISLAND IN UNIVERSITY AVENUE ON
N=583276.66 E=1544730.94
EAST SIDE OF ALICE'S ROAD, NORTHWEST CORNER OF SITE.
CUT "X" ON WEST END OF ISLAND IN UNIVERSITY AVENUE ON
N=583274.48 E=1543827.85
IARTN DERIVED - US SURVEY FEET
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)
BM2
BM1
SOUTHEAST OF DOUBLE INTAKE, EAST SIDE OF SITE.
BURY BOLT ON HYDRANT ON EAST SIDE OF SE BISHOP DRIVE 20'
ELEV=1062.12
BISHOP DRIVE, EAST SIDE OF SITE.
BURY BOLT ON HYDRANT SOUTH OF SIDEWALK ON WEST SIDE OF SE
ELEV=1062.40
BULK REGULATIONS
ZONING
GENERAL USE
IMPERVIOUS AREA
PERVIOUS AREA
LEGAL DESCRIPTION
66,085 SF
24,854 SF
TOTAL AREA OF DISTURBANCE
2.09 AC
BEING AN OFFICIAL PLAT DALLAS COUNTY, IOWA.
LOT 3, COVE AT KETTLESTONE PLAT 1
RECORDED WITH BOOK 2015 PAGE 9498
COMMERCIAL DISTRICT)
(COMMUNITY AND HIGHWAY SERVICE
PLANNED UNIT DEVELOPMENT/ C-1
RETAIL/GENERAL COMMERCIAL
ACCESSIBLE SPACES )
( INCLUDING 6 HANDICAP
127 SPACES PROVIDED
126 SPACES REQUIRED
(9800 SF / 1000 SF) x 4 SPACES = 40 SPACES
RETAIL/ GENERAL COMMERCIAL:
86 SPACESRESTAURANT: (5740 SF / 1000 SF) x 15 SPACES =
4 SPACES PER 1000 SF OF RETAIL/GENERAL COMMERCIAL
15 SPACES PER 1000 SF OF RESTAURANT
MINIMUM OPEN SPACE = 15%
RESIDENTIAL
REAR YARD = NONE EXCEPT FOR 25 FEET ADJACENT TO
RESIDENTIAL
SIDE YARD = NONE EXCEPT FOR 10 FEET ADJACENT TO
LOT AREA = NONE
FRONT YARD= ZERO (0') MINIMUM , NO MAXIMUM
MAXIMUM NUMBER OF STORIES= 4
DENSITY = 30 DWELLING UNITS/ACRE MAXIMUM
EE. CONTRACTOR IS TO COORDINATE ANY LANE/ROAD CLOSURES WITH THE CITY OF WAUKEE.
CONSTRUCTION.
DD. CONTRACTOR IS TO PROVIDE SHOP DRAWING SUBMITTALS OF CONSTRUCTION MATERIALS PRIOR TO
CC. ALL FIRE HYDRANTS WILL BE REQUIRED TO HAVE STORZ FITTINGS.
AND CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TIE-INS.
BB. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT
SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE.
AA. CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE
SHALL WITNESS ALL TESTING.
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY
Z. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD
SHALL PROVIDE INFORMATION TO THE DESIGN ENGINEER FOR INCLUSION ON THE RECORD AS-BUILT DRAWINGS.
GRADES FOR DRAINAGE SWALES, OVERFLOWS, ACCESSIBLE RAMPS AND DETENTION FACILITIES. THE CONTRACTOR
Y. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL UTILITIES AND AS-BUILT
EXPANSION JOINTS SHALL BE SEALED.
JOINT BETWEEN SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL
X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION
W. ALL CONSTRUCTION TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL.
TO THE CITY OF WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED.
WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED
V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF
GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN
CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT PRIOR TO CONSTRUCTION.
T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE
PEDESTRIAN FACILITIES.
S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING
CONSTRUCTION ACTIVITIES BEGINNING.
R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO
DISTANCE FROM THE WATER MAIN TO THE STORM SEWER IS AT LEAST TEN FEET.
GREATER. O-RING GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL
SEWER SHALL BE CONSTRUCTED OF REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR
Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM
SERVICES WITH UTILITY SERVICE PROVIDER, CITY OF WAUKEE, AND THE OWNER PRIOR TO CONSTRUCTION.
P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY
SHALL BE MET BY CONTRACTOR. A COSESCO PERMIT IS REQUIRED FOR THIS PROJECT.
MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS
NECESSARY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL
O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES AS
SITE WORK.
N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE
EVENT.
SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN
M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND
(GUTTER), UNLESS OTHERWISE NOTED.
L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB
GRADES TO MEET SUDAS SPECIFICATIONS SECTION 2010 FOR TOPSOIL.
K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO FINISH
INTO THE PROJECT TO AN APPROVED OFF-SITE WASTE SITE.
J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED
WAUKEE STANDARDS.
ANY CHANGES COMPLETED WITHOUT APPROVAL ARE SUBJECT TO REMOVAL IN ORDER TO MEET THE CITY OF
IMPROVEMENTS PRIOR TO CONSTRUCTION. CONTACT CITY OF WAUKEE FOR APPROVAL OF ANY CHANGES AND THAT
STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE
BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO
THE TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS
I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT
ACCORDINGLY ON THE AS-BUILT DOCUMENTS.
H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED
PLANS SHALL GOVERN.
G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED
COMPACT TO 95% MAXIMUM DENSITY.
F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND
PLANNED WEEKEND OR HOLIDAY WORK.
ALSO NOTIFY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY
E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL
ANTICIPATED LANE CLOSURE.
AND ACTIONS. THE CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY
ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE
D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON
STRUCTURE.
C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF
REPORTS PREPARED BY OTHERS.
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE SOILS
B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE WAUKEE STANDARD
BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE.
REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL
EXACT LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR
PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE,
A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY
14 10
22 18
331.40'
331.40'306.20'10
11
(6 ACCESSIBLE STALLS)
126 STALLS PROVIDED
LOT 2
101,474 SF
2.33 AC
FFE=1061.70
18
10 13
600.B 500.B 400.B 300.B 200.B
100.C
100.D100.E100.A
200.A300.A400.A500.A600.A
100.F
700
100.B 1"= 116.1016KMMEDCRMM01-13-17116.101688WAUKEE, IOWACOVE AT KETTLESTONE LOT 3 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= kmarshpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.1016\Cadd\SP03_1161016_DIM.dgn2/23/20179:15:53 AMSnyder1:30pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.1REVISED AS PER CITY COMMENTS02/01/17JWM02/15/17JWMREVISED AS PER CITY COMMENTS118
12
1310
SE BISHOP DRIVESE UNIVERSITY AVE.
10
11
2218
LOT 3
90,939 SF
(6 ACCESSIBLE STALLS)
126 STALLS PROVIDED
9,800SF
RETAIL
5,740SF
RESTAURANT
PATIO
13
FFE=1061.70
2.09 ACSE BRICK DR.COOLER UNITT
FO
BM1
BM2
CP2 CP3
CP4
24" RCP W
F.E.S.=1050.30
F.L.=1055.64 6" CMP N
F.L.=1052.91 15" RCP N
F.L.=1052.41 24" RCP E
F.L.=1052.26 30" RCP W
Intake=1058.64
Rim=1059.41
F.L.=1056.45 6" CMP N
F.L.=1054.42 12" RCP N
F.L.=1054.37 24" RCP W
Intake=1059.25
Rim=1059.97
12" RCP15" RCP15" RCP
18" RCP24" RCP
18" RCP
24" RCP
15" RCP15" PVC
15" PVC
15" PVC
12" PVC
12" P
VC
F.L.=1056.01 15" PVC E
F.L.=1055.95 15" PVC W
Intake=1060.93
F.L.=1055.09 15" PVC E
F.L.=1054.99 15" RCP SW
Intake=1060.89
F.L.=1054.73 15" RCP E
Double Intake=1057.55
F.L.=1057.12 12" PVC NW
Intake=1060.99
F.L.=1056.91 12" PVC W
Bottom of Well=1056.01
Beehive Intake=1060.06
F.L.=1055.62 15" PVC E
F.L.=1055.60 15" PVC W
Intake=1059.87
F.L.=1054.42 18" RCP S
F.L.=1054.39 24" RCP NE
F.L.=1054.41 15" RCP W
Double Intake=1057.31
Rim=1058.02
C
30" RCP
24" RCP
306.19'297.00'
297.00'306.19'(Bk.2015, Pg.20833)
Existing 10' Public Utility Easement
(Bk.2015, Pg.20833)
And Water Main Easement
Existing 30' Sanitary Sewer
(Bk.2015, Pg.20833)
Existing 15' Public Utility Easement
(Bk.2015, Pg.20833)
Existing Surface Water Flowage Easement
(Bk.2015, Pg.20833)
Existing 40' Ingress/Egress Easement
Existing 10' Electric Easement DIMENSION PLANDIMENSION PLAN CONSTRUCTION NOTES
0
SCALE (FEET)
30
3 330'1A
1A
3C
3C
3C
3A
3B
3B
4A
4A
4A
4B4C
7A
3F
1B
3C
3F
2C
1B
1A
1B
2C
1B
1B
5.0'R15.0'R15.0'R15.0'R15.0'R15.0'R3.0'R
5 .0 'R3D
3D
5.0'R
4B
3G
15.0'R5.0'R5.0'R
15.0'
R
5.0'R
9.0'
3F 5.0'R
5.0'R
5.0'R3.0'R
3.0'R
3.0'R9.0'
TYP
3D
5.0'R
5.0'R
3C
3D
3D 5.0'R
3D
1A
15.0'R
15.0'R
31.0'
15.5'15.5'
25.5'
15.0'R
15.0'R5.0'R
24.0'
18.0'25.0'
3C
10.0'10.0'
6.0'
5.0'24.0'TYP
18.0'24.0'18.0'18.0'6.0'10.0'18.0'24.0'20.0'20.0'24.0'3F
3A 3A
3A3A
3A
3A
3B
3B
3A
3A
5.0'
6.0'
6
7
4
2 3 height: 0" to 2"
Drop curb
5
DETAIL B
2
7Back of curb
1 R
bar
reinforcing
#5 x 36"
1'-0"
TYPICAL SECTION
Curb
Driveway
SidewalkPr
o
pert
y line
TYPE A WITH RADII
as specified
Detail B
Refer to
curb
Back of
8
2
'E' joint
joint
'C' or 'E'
'B' joint
'C' joint
9
10
10
1'-0" min.
Curb opening
18"12"
1'-0"
Driveway width
NO SCALE3
1 CONCRETE DRIVEWAY, TYPE A
detectable warning panel with Engineer.
Figure 7030.205; verify need for
change requires a curb ramp, comply with
sidewalk through driveway. If elevation
transition from existing sidewalk to
exceeds 2.0%, remove and replace to
If cross slope of adjacent sidewalk panel
passing space.
driveway 5 feet wide to serve as a
construct the sidewalk through the
specified in the contract documents,
maximum cross slope of 2.0%. If
Target cross slope of 1.5% with a
2% toward center of alley.
For alleys, invert the pavement crown
'B' joint is specified.
Provide 'E' joint at back of curb unless
10
9
8
7
6
5
4
3
2
1
8 inches minimum.
Match thickness of adjacent roadway,
pavement.
Center reinforcing bar vertically in the
match thickness of driveway.
Sidewalk thickness through driveway to
minimum.
Commercial and industrial: 7 inches
Residential: 6 inches minimum.
Pavement thickness.
across sidewalk.
of sidewalk. Do not extend raised curb
end of taper/radius or at the front edge
Transition the curb height to 0 inches at
specified in the contract documents.
Commercial and industrial: As
maximum.
Residential: 10 foot minimum,15 foot
Driveway radius (R).
10.0'
10.0'5.0'6.0'
6.0'6.0'6.0'6.0'6.0'5.0'18.2'6.0'7C
7D
40.0'R
3I
I. 6" GRANULAR TEMPORARY TURN AROUND WITH 12" PREPARED SUBGRADE.
H. PARKING BARRIER.
G. ENTRANCE APPROACH TO BE CONSTRUCTED AS PER STANDARD SPECIFICATIONS.
TRAFFIC.
WARNING SYSTEM AT RAMPS WHERE PEDESTRIAN TRAFFIC MEETS VEHICULAR
PEDESTRIAN RAMP WITH A MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE F.
E. INTEGRAL CURB.
D. STANDARD CURB.
C. PCC SIDEWALKS, 4" DEPTH PAVEMENT.
STANDARD PROCTOR DENSITY.
B. PCC DRIVES, 7" DEPTH PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95%
COMPACTED TO 95% STANDARD PROCTOR DENSITY.
A. PCC DRIVES AND PARKING, 6" DEPTH PAVEMENT ON 12" DEPTH PREPARED SUBGRADE
3. PAVEMENTS, PROVIDE THE FOLLOWING:
C. REMOVE AND RELOCATE EXISTING HYDRANT
B. PAVEMENT.
A. GRIND CURB.
2. DEMOLITION, REMOVE THE FOLLOWING:
EXPENSE WITH WORK BEING PREFORMED TO THE UTILITY OWNER'S SPECIFICATION.
SCHEDULED FOR MODIFICATION OR DEMOLITION SHALL BE REMEDIED AT THE CONTRACTORS
B. PROTECT EXISTING UTILITIES, ANY DAMAGE TO THE EXISTING UTILITIES THAT ARE NOT
A. PAVEMENTS TO REMAIN.
1. EXISTING FEATURES, PROTECT THE FOLLOWING:15.0'R49.6'17.3'141.0'70.4'70.0'84.2'12.4'24.0'5.0'R
3
9.0'R1
0.0'R5.0'R
3D
5.0'R
5.0'R
3D
TYP
TYPTYP
TYP3B
3A
3B88.0'3B
5.0'
12.0'
3.0'
3.0'
6B6B6B
6B
6B
6B
6B
6A
THE SANITARY SEWER.
SANITARY SEWER EASEMENT IF PAVEMENT NEEDS TO BE REMOVED FOR MAINTENANCE OF
8. THE CITY OF WAUKEE IS NOT RESPONSIBLE FOR PAVEMENT REPLACEMENT WITHING EXISTING
D. COOLER UNIT SCREEN WALL.
C. BIKE RACK LOCATION.
B. MONUMENT SIGN. BY OTHERS. SEE ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS.
A. TRASH ENCLOSURES.
7. SITE AMENITIES, PROVIDE THE FOLLOWING:
WITH THE OWNER ALL ASPECTS SITE LIGHTING PRIOR TO CONSTRUCTION.
B.SITE LIGHTING SHOWN IS FOR ILLUSTRATION PURPOSES ONLY. CONTRACTOR TO COORDINATE
ASPECTS OF ELECTRICAL SERVICE.
A.CONTRACTOR TO COORDINATE WITH THE UTILITY OWNER AND PROPERTY OWNER ALL
6. SITE LIGHTING, PROVIDE THE FOLLOWING:
A. PROVIDE VAN ACCESSIBLE PARKING SIGNAGE AS PER ADAAG REQUIREMENTS.
5. SIGNS, PROVIDE THE FOLLOWING:
C. ACCESSIBLE AISLE. 45° STRIPING AT 3' ON CENTER SPACING WHERE SHOWN.
B. PAINTED STATE OF IOWA APPROVED ACCESSIBLE PARKING SYMBOL.
A. 4" WIDE PAINTED PARKING STALL LINES.
4. PAVEMENT MARKINGS, PROVIDE THE FOLLOWING:
4B
1B
7B
2A
3F
5A
5A
4A
3D
3C
3D4C
3D
3D
3C
3D
3D
3D 5A
3H
4B 4C
3F
600.B 500.B 400.B 300.B 200.B
100.C
100.D100.E100.A
200.A300.A400.A500.A600.A
100.F
700
100.B
10511052
10
5
3
105310541054105510551055
10
5
5
105510551056105610561057
1057
1058
1058
10
5
8 105810581058105910591059
1059 105910591059
10601060106010601060106010601060
1060
106010601060106010601060106010601060106
01060106010601060
1060
10
60
106010601060
10601060
10601060
1061106110611061106110611061
1061106110611061
10621062106210
6
21062
10621062
106210631063
10631063
10631063
10
6
4
1064 10641064
1064
1064
1065
1065
1065 10651066
14 10
22 18
331.40'
331.40'306.20'10
11
(6 ACCESSIBLE STALLS)
126 STALLS PROVIDED
LOT 2
101,474 SF
2.33 AC
FFE=1061.70
18
10 13
FO
BM1
BM2
CP2 CP3
CP4
24" RCP W
F.E.S.=1050.30
F.L.=1055.64 6" CMP N
F.L.=1052.91 15" RCP N
F.L.=1052.41 24" RCP E
F.L.=1052.26 30" RCP W
Intake=1058.64
Rim=1059.41
F.L.=1056.45 6" CMP N
F.L.=1054.42 12" RCP N
F.L.=1054.37 24" RCP W
Intake=1059.25
Rim=1059.97
12" RCP15" RCP15" RCP
18" RCP24" RCP
18" RCP
24" RCP
15" RCP15" PVC
15" PVC
15" PVC
12" PVC
12" P
VC
F.L.=1056.01 15" PVC E
F.L.=1055.95 15" PVC W
Intake=1060.93
F.L.=1055.09 15" PVC E
F.L.=1054.99 15" RCP SW
Intake=1060.89
F.L.=1054.73 15" RCP E
Double Intake=1057.55
F.L.=1057.12 12" PVC NW
Intake=1060.99
F.L.=1056.91 12" PVC W
Bottom of Well=1056.01
Beehive Intake=1060.06
F.L.=1055.62 15" PVC E
F.L.=1055.60 15" PVC W
Intake=1059.87
F.L.=1054.42 18" RCP S
F.L.=1054.39 24" RCP NE
F.L.=1054.41 15" RCP W
Double Intake=1057.31
Rim=1058.02
C
30" RCP
24" RCP
306.19'297.00'
297.00'306.19'(Bk.2015, Pg.20833)
Existing 10' Public Utility Easement
(Bk.2015, Pg.20833)
And Water Main Easement
Existing 30' Sanitary Sewer
(Bk.2015, Pg.20833)
Existing 15' Public Utility Easement
(Bk.2015, Pg.20833)
Existing Surface Water Flowage Easement
(Bk.2015, Pg.20833)
Existing 40' Ingress/Egress Easement
Existing 10' Electric Easement
150' HYDR
ANT
C
OVE
R
AGE
150' HYDRANT COVERAGE
EXISTING 150
' HYDRANT COVERAGE
150
' HYDRANT
COVERAGE
EXI
STI
NG 150' HYDRANT COVERAGE18
12
1310
SE BISHOP DRIVESE UNIVERSITY AVE.
10
11
2218
LOT 3
90,939 SF
(6 ACCESSIBLE STALLS)
126 STALLS PROVIDED
9,800SF
RETAIL
5,740SF
RESTAURANT
PATIO
13
FFE=1061.70
2.09 AC
HHHHHSE BRICK DR.COOLER UNITGas
T
8" PVC 8" PVC 8" PVC2"GAS 2"GAS2"GAS
2"GAS
FUTURE 2"GAS
FUTURE 2"GAS
FUTURE 2"GAS1"= 116.1016KMMEDCRMM01-13-17116.101688WAUKEE, IOWACOVE AT KETTLESTONE LOT 3 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= kmarshpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.1016\Cadd\SP04_1161016_ULT.dgn2/23/20179:15:56 AMSnyder1:30pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.1REVISED AS PER CITY COMMENTS02/01/17JWM02/15/17JWMREVISED AS PER CITY COMMENTS10
SCALE (FEET)
30 UTILITY PLAN4 430'INV=1054.72(OUT S)
INV=1054.82(IN N)
RIM=1061.00
ST-5A, TYPE SW-401
INV=1052.99(OUT W)
INV=1053.09(IN E)
RIM=1059.50
W/ TYPE 6 CASTING
ST-11, TYPE SW-511
INV=1054.75(OUT W)
INV=1054.85(IN NE)
INV=1054.85(IN E)
RIM=1059.50
W/ TYPE 6 CASTING
ST-10, TYPE SW-502
UTILITY PLAN CONSTRUCTION NOTES
INV=1054.23(OUT SW)
INV=1056.40(IN E,W)
INV=1054.33(IN E)
RIM=1061.00
ST-7A, TYPE SW-401
INV=1051.99
W/ FOOTING AND APRON GUARD
ST-18A, 30'' FES
INV=1052.15(OUT SW)
INV=1052.25(IN E)
T/C=1059.50
W/ TYPE R CASTING
ST-18, TYPE SW-502
INV=1055.59(OUT W)
INV=1055.69(IN E)
RIM=1059.50
W/ TYPE 6 CASTING
ST-9, TYPE SW-511
INV=1056.70
INV=1053.2970 LF OF 6'' PVC @ 4.5%INV=1050.14
INV=1056.57(OUT W)
RIM=1059.60
W/ TYPE 6 CASTING
ST-1, TYPE SW-511
INV=1055.46(OUT W)
INV=1055.56(IN E)
RIM=1059.75
W/ TYPE 6 CASTING
ST-4, TYPE SW-511
INV=1056.05(OUT W)
INV=1056.15(IN E)
INV=1056.19(IN S)
RIM=1059.75
W/ TYPE 6 CASTING
ST-3, TYPE SW-511
INV=1055.18(OUT S)
INV=1055.28(IN E)
T/C=1060.30
ST-5, TYPE SW-503
INV=1056.45 (OUT W)
T/C=1060.00
ST-8, TYPE SW-501
17'X16' TRM
8'X12' FTM
INV=1056.52(OUT N)
INV=1048.68
(VERIFY PRIOR TO CONSTRUCTION)
INV=1048.33
3A
3I
3A
2E
2C
2B
2A
2C
2D
3F
3E
2D
2F
3A
GENERAL CONSTRUCTION NOTES
TESTED AND DECHLORINATED.
E. ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA
D. ALL SANITARY MANHOLES TO BE VACUUM TESTED.
MANHOLES SHALL BE VACUUM TESTED.
SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER
ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO
TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE SHALL WITNESS
C. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND
DEPARTMENT.
TIE-INS SHALL BE WITNESSED BY THE CITY OF WAUKEE ENGINEERING
SPECIFICATION FOR PUBLIC IMPROVEMENTS AND ANY TESTING OR
B. ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD
CONNECTING TO ANY PUBLIC UTILITY.
A. NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO
w/ Reducer
8"X8" TEE
w/ Reducer
6"x6" TEE
3A
Plug 6" Service
6'' PVC @ 4.5%
34 LF OF
15 LF OF 12"PVC @ 2.0%
15 LF OF 12"PVC @ 2.0%
2A
TP=1052.25(Water)
BP=1053.81(ST)
(TRANSITION MATS)
OUTLET AND CHANNEL SCOUR PROTECTION
SECTION VIEW
SOIL COVER
CULVERT OUTLET PROTECTION - PLAN VIEW
(TYPICAL TRANSITION MAT APRON AT CULVERT OUTLET INTO CHANNEL)
APPROPRIATE SOIL COVER
EROSION WITH
DOWNSTREAM SOILS FROM
PROTECT BARE/DISTURBED
SOIL COVER
PROTECTION
FOR DOWNSTREAM
CALCULATOR TO COMPUTE
USE NORMAL-DEPTH
DIAMETER.
HALF THE CULVERT
UP TO A DEPTH AT LEAST
AND BOTH SIDE SLOPES
WIDTH OF CHANNEL (W)
PROTECTION: BOTTOM
RECOMMENDED WIDTH OF
TRANSITION MATS
TRANSITION MAT APRON LENGTH
ANCHOR PATTERN
OF FLOW
DIRECTION
EXTRA ANCHORS AS NEEDED FOR UNEVEN SOIL SURFACE.
EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS.
USE A MINIMUM OF 8 ANCHORS PER MAT.
ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY.
TOP OF SCOURSTOP MATS SHOULD BE FLUSH WITH OR BELOW CULVERT.
ABUT TRANSITION MATS TO END OF CULVERT OR CULVERT APRON.
TRANSITION MAT
WASHER
LOCK
RECESSED
BULLET ANCHOR
36" ANCHOR STRAP
ANCHOR ILLUSTRATION
EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL COVER.
MINIMUM DEPTH 24" IN LOOSE, SANDY OR WET SOIL.
MINIMUM DEPTH 12" IN COMPACTED, COHESIVE SOIL.
DRIVE ANCHOR INTO FIRM SOIL, PULL UP ON STRAP TO SET BULLET.
NO SCALE
FTM/TRM DETAIL
LENGTH OF PROTECTION
WIDTH OF PROTECTION4
1
4
TO CONSTRUCTION)
(VERIFY PRIOR
INV=1049.01
7
32 LF OF 30" HDPE @ 0.5%
100 LF OF 24" HDPE @ 0.74%100 LF OF 24" HDPE @ 0.66%7 6 L F OF 18 " HDP E @ 0 .5 0 %147 LF OF 18'' HDPE @ 0.50%151 LF OF 12" HDPE @ 0.50%76 LF OF 18" HDPE @ 0.50%72 LF OF 18" HDPE @ 0.50%46 LF OF 18" HDPE @ 0.40%121 LF OF 15" HDPE @ 0.40%
84 LF OF 12" HDPE @ 0.50%66 LF OF 8" HDPE @ 0.50%3H
w/ Reducer
8"X8" TEE
25 LF OF 6" PVC @ 1.0%
5
TP=1049.06(SANITARY)
BP=1053.75(WATER)Verify
6'' PVC @ 4.5%
33 LF OF
FIRE RISER ROOM
7
INV=1056.70
INV=1056.70
3K
3C
3L
5
3B
6
3D
3J
5
6
3B
5
3G
7. TRANSFORMER LOCATION. COORDINATE WITH OWNER AND FRANCHISE UTILITY PROVIDER.
6. ROOF DRAIN COLLECTOR LINE. VERIFY LOCATIONS, SIZE AND ELEVATION WITH MECHANICAL PLANS.
5. CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM SEPARATION.
ACCORDINGLY.
ARCHITECTURAL AND MECHANICAL PLANS FOR INTERIOR UTILITY ROUTING,METERS, DESIGN INFORMATION AND COORDINATE UTILITY CONNECTIONS
4. COORDINATE NATURAL GAS AND ELECTRICAL SERVICES AND METER LOCATION WITH UTILITY SERVICE PROVIDER PRIOR TO CONSTRUCTION. SEE
L. 2" VALVE
K. 6" VALVE
J. REMOTE FIRE DEPARTMENT CONNECTION. COORDINATE WITH MECHANICAL PLANS.
I. RELOCATED HYDRANT ASSEMBLY.
H. REMOVE AND RELOCATE EXISTING HYDRANT ASSEMBLY.
G. 8" WATER VALVE.
F. HYDRANT ASSEMBLY.
E. CONNECT TO EXISTING. CONTRACTOR TO VERIFY LOCATION AND DEPTH PROIR TO CONSTRUCTION.
D. BUILDING WATER SERIVE CONNECTION. VERIFY LOCATION AND DEPTH WITH MECHANICAL PLANS PRIOR TO CONSTRUCTION.
C. 2" DOMESTIC WATER SERVICE
B. 6" WATER SERVICE LINE.
A. 8" WATER SERVICE LINE WITH FITTINGS AND BENDS AS NECESSARY. MMINIMUM 5.5' DEEP.
3. WATER SERVICES, PROVIDE THE FOLLOWING:
G. ADJUST SANITARY MANHOLE TO GRADE.
F. CAP AND PLUG SANITARY SEWER SERVICE.
E. GREASE INTERCEPTER. SEE MECHANICAL PLANS.
D. CONNECT TO EXISTING 6" SANITARY SEWER. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION
C. SANITARY SEWER CLEANOUT.
B. CONNECT TO BUILDING SANITARY SERVICE. VERIFY LOCATION AND ELEVATION WITH MECHANICAL PLANS PRIOR TO CONSTRUCTION.
A. 6" SANITARY SEWER SERVICE LINE @ MINIMUM 1.0%
2. SANITARY SEWER SERVICES; PROVIDE THE FOLLOWING:
BE REMEDIED AT THE CONTRACTORS EXPENSE WITH WORK BEING PERFORMED TO THE UTILITY OWNER'S SPECIFICATION.
A. PROTECT EXISTING UTILITES, ANY DAMAGE TO THE EXISTING UTILITIES THAT ARE NOT SCHEDULED FOR MODIFICATION OR DEMOLITION SHALL
1. EXISTING FEATURES, PROTECT THE FOLLOWING:
Cap Gas Service
4
14 10
22 18
331.40'
331.40'306.20'10
11
(6 ACCESSIBLE STALLS)
126 STALLS PROVIDED
LOT 2
101,474 SF
2.33 AC
FFE=1061.70
18
10 13
FO
BM1
BM2
CP2 CP3
CP4
24" RCP W
F.E.S.=1050.30
F.L.=1055.64 6" CMP N
F.L.=1052.91 15" RCP N
F.L.=1052.41 24" RCP E
F.L.=1052.26 30" RCP W
Intake=1058.64
Rim=1059.41
F.L.=1056.45 6" CMP N
F.L.=1054.42 12" RCP N
F.L.=1054.37 24" RCP W
Intake=1059.25
Rim=1059.97
12" RCP15" RCP15" RCP
18" RCP24" RCP
18" RCP
24"
RCP
15" RCP15" PVC
15" PVC
15" PVC
12" PVC
12" P
VC
F.L.=1056.01 15" PVC E
F.L.=1055.95 15" PVC W
Intake=1060.93
F.L.=1055.09 15" PVC E
F.L.=1054.99 15" RCP SW
Intake=1060.89
F.L.=1054.73 15" RCP E
Double Intake=1057.55
F.L.=1057.12 12" PVC NW
Intake=1060.99
F.L.=1056.91 12" PVC W
Bottom of Well=1056.01
Beehive Intake=1060.06
F.L.=1054.42 18" RCP S
F.L.=1054.39 24" RCP NE
F.L.=1054.41 15" RCP W
Double Intake=1057.31
Rim=1058.02
C
30" RCP
24" RCP
18
12
1310
SE BISHOP DRIVESE UNIVERSITY AVE.
10
11
2218
LOT 3
90,939 SF
(6 ACCESSIBLE STALLS)
126 STALLS PROVIDED
9,800SF
RETAIL
5,740SF
RESTAURANT
PATIO
13
FFE=1061.70
2.09 AC
HHHHHSE BRICK DR.COOLER UNITGas
8" PVC 8" PVC 8" PVC2"GAS 2"GAS2"GAS
2"GAS
FUTURE 2"GAS
FUTURE 2"GAS
FUTURE 2"GAS10511052
10
5
3
105310541054105510551055
10
5
5
1055105610561057
1057
1058
1058
10
5
8 105810581058105910591059
1059 105910591059
10601060106010601060106010601060
1060
10601060106010601060106010601060106010
6
01060106010601060
1060
106
0
106010601060
10601060
10601060
1061106110611061106110611061
1061106110611061
1062106210
6
21062
10621062
106210631063
10631063
10631063
10
6
4
1064 10641064
1064
1064
1065
1065
1065 10651066306.19'297.00'
297.00'306.19'(Bk.2015, Pg.20833)
Existing 10' Public Utility Easement
(Bk.2015, Pg.20833)
And Water Main Easement
Existing 30' Sanitary Sewer
(Bk.2015, Pg.20833)
Existing 15' Public Utility Easement
(Bk.2015, Pg.20833)
Existing Surface Water Flowage Easement
(Bk.2015, Pg.20833)
Existing 40' Ingress/Egress Easement
Existing 10' Electric Easement
100 YEAR ELEV.=1055.59
1059.43
1060.02
1060.09
1060.41
1058.441058.711058.751058.861058.931059
1059 1059.08
1059.21
1059.36
1059.43
1059.50 1059.50
1059.58
1059.60
1059.72
1059.75 1059.75
1059.75G
1060.25TC
1059.75
1059.75
1059.80
1059.80
1059.80
1059.90
1059.95G
1060.45TC
1059.95
1059.98
1060
1060
1060
1060
1060
1060
10601060
10601060.00
1060.00G
1060.50TC
1060.00G
1060.50TC
1060.04
1060.05
1060.05
1060.05
1060.051060.10
1060.15
1060.151060.20
1060.20
1060.20G
1060.70TC
1060.251060.25
1060.25 1060.25
1060.25G
1060.75TC
1060.25
H.P.
1060.25
1060.25
H.P.
1060.30 1060.30
1060.30G
1060.80TC
1060.30
1060.30
1060.35G
1060.85TC
1060.35
1060.40
1060.40
H.P.
1060.40
1060.40
1060.40
H.P.
1060.45
1060.45G
1060.95TC
1060.45G
1060.95TC
1060.50
1060.50
1060.50
1060.50
H.P.
1060.50
1060.50
1060.50G
1061.00TC
1061.50
1060.60 1060.60 1060.60
1060.60
1060.60G
1061.10TC
1060.60
1060.62
1060.65G
1065.15TC
1060.69
1060.69
1060.701060.70
1060.70 1060.70
1060.70 1060.70 1060.70
1060.75
1060.75G
1061.25TC
1060.80G
1061.30TC
1060.85
1060.90G
1061.40TC
1060.90G
1061.40TC
1060.90G
1061.40TC
1060.90G
1061.40TC 1060.90G
1060.90G
1061.40TC
1060.90G1060.90G1061.40TC
1060.90G
1061.40TC1060.90
1060.90
1060.90G1061.40TC
1060.90G
1061.40TC
1060.90G
1061.40TC
1060.95 10601061
1060
1061
1061
1061
1061.00G
1061.50TC
1061.00G
1061.50TC
1061.00G1061.50TC1061.00G
1061.50TC
1061.00G
1061.50TC
1061.02
1061.10G
1061.60TC
H.P.1061.20
1061.28
1061.35TC1061.35TC1061.36
1061.40
1061.60
1061.60
1061.60
1061.68
1061.70
1061.70
1061.70
1061.70
1061.70
1061.701061.70
1061.70
1061.70
1061.70
1061.70
1061.70 1"= 116.1016KMMEDCRMM01-13-17116.101688WAUKEE, IOWACOVE AT KETTLESTONE LOT 3 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= kmarshpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.1016\Cadd\SP05_1161016_GRA.dgn2/23/20179:16:01 AMSnyder1:30pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.1REVISED AS PER CITY COMMENTS02/01/17JWM02/15/17JWMREVISED AS PER CITY COMMENTS10
SCALE (FEET)
30 GRADING PLAN5 530'GRADING PLAN GENERAL NOTESPOLLUTION PREVENTION NOTES
1.0%2.8%1.0%1.0%1.0%1.0%2.1%1.0%2.0%1.0%1.0%1.0%1.0%1.0%1.0%2.0%
2.0%1.0%1.5%
1.0%1.0%1.1%
1.0%1.0%2.5%2.5%1.5%1.0%2.0%
6.0%
4.2%1.3%1.3% CONSTRUCTION ACTIVITIES.
FROM STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY
F. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS
CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES.
E. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE
SECTION.
STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE FLARED END
D. ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF
NOTED.
GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE
C. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED
COMPANIES DURING CONSTRUCTION.
CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY
CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE
AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE
LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES
CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT
B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION.
LOCATION INDICATED.
DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER
GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
A. UTILITY WARNING:
1.5%
1.5%
1.5%
THE CODE OF IOWA.
REQUEST. FAILURE TO COMPLY WITH THE NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT AND
ITEMS, SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED TO ANY JURISDICTIONAL AGENCIES UPON
INTENT, PROOF OF PUBLICATIONS, DISCHARGE AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER
2. ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT NOT LIMITED TO, THE NOTICE OF
THE IDNR.
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND POSSIBLY OBTAINING THE GENERAL PERMIT COVERAGE FROM
FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2 INCLUDING CREATING OR MAINTAINING THE
(EPA). THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH AND
ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY
1. THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR STORM WATER DISCHARGES
B. STORM WATER DISCHARGE PERMIT
TO THE CONTRACTOR.
PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS DUE
TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE
REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE NECESSARY STEPS
CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING
2. DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER HARMLESS FROM ANY AND ALL
DEPOSIT AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE.
STEPS TO PROTECT AGAINST EROSION AND POLLUTION FROM THIS PROJECT SITE AND ALL OFF-SITE BORROW OR
PERMIT, THE U.S. CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY
EROSION CONTROL REQUIREMENTS OF THE IOWA CODE, THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES
1. CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL POTENTIAL POLLUTION AND SOIL
A. POLLUTION PREVENTION AND EROSION PROTECTION
DISCONTINUATION".
k. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO FILING OF THE "NOTICE OF
MUST BE CONTAINED ONSITE.
BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT
AND CONCRETE WASHOUT FACILITY. CONTROL RUNOFF FROM STAGING AREAS WITH DIVERSION BERMS AND/OR SILT
FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES, MATERIALS STORAGE,
UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE FOLLOWING: JOB TRAILERS,
j. COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE SWPPP.
MORE THAN 21 CALENDAR DAYS.
LATER THAN 14 CALENDAR DAYS AFTER CONSTRUCTION ACTIVITY HAS FINISHED OR IS PLANNED TO BE DELAYED
SOON AS PRACTICAL UPON COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION MEASURES NO
i. STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX, PERMANENT SEED MIX, OR SOD AS
BUILDINGS OR OTHER IMPROVEMENTS ARE LOCATED TO MEET SUDAS SPECIFICATIONS SECTION 2010 FOR TOPSOIL.
h. RESPREAD TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD) ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT,
SEWERS ARE INSTALLED.
ENSURE CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES AS SOON AS STORM
OR RIPRAP AS SOON AS AREAS REACH THEIR FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO
g. INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION CONTROL MATS, MULCH, DITCH CHECKS
ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION.
PROPERTIES, INCLUDING STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY
f. PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE
SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 7 DAYS.
THE SWPPP WITH A COPY SUBMITTED WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE
EVERY SEVEN CALENDAR DAYS. RECORD THE FINDINGS OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN
e. INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ASSIGNED BY THE CONTRACTOR)
DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY.
REPAIRING, REPLACEMENT, AND SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL
d. MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING ORDER, INCLUDING CLEANING,
DISTURBED BY CONSTRUCTION OPERATIONS AT ANY TIME.
c. PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT TO A MINIMUM THE TOTAL AREA
OPERATIONS.
OR SEDIMENTATION BASINS DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING
b. INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS, DITCH CHECKS, DIVERSION BERMS,
INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE SOIL COMPACTION.
AND MAINTAIN NATURAL BUFFERS AROUND SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO
a. UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN DISCHARGING FROM BASINS, PROVIDE
INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE:
4. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE GENERAL PERMIT AND SWPPP,
THE PROJECT SITE.
3. THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT CONSTRUCTION PROGRESS AND CHANGES AT
BMP'S FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED.
CONSTRUCTION ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL
PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF
2. THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES (BMP) FOR COMPLIANCE WITH THE
POLLUTION PREVENTION PLAN MADE DURING CONSTRUCTION.
DRAWINGS. THE CONTRACTOR SHOULD REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE
1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT IN ADDITION TO THESE PLAN
C. POLLUTION PREVENTION PLAN:
NOTICE OF DISCONTINUATION.
COPY AND PROVIDE THE ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE AND/OR SUBMITTAL OF THE
BE RETAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD
REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS MUST
3. A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL STABILIZATION OF THE DISTURBED SITE AND 0.90%4.0% Typical Slope
4.0% Typical Slope 4.0% Typical Slope
4.0% Typical Slope
1"= 116.1016KMMEDCRMM01-13-17116.101688WAUKEE, IOWACOVE AT KETTLESTONE LOT 3 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= kmarshpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.1016\Cadd\SP06_1161016_ERO.dgn2/23/20179:16:05 AMSnyder1:30pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.1REVISED AS PER CITY COMMENTS02/01/17JWM02/15/17JWMREVISED AS PER CITY COMMENTS118
12
1310
SE BISHOP DRIVESE UNIVERSITY AVE.
10
11
2218
LOT 3
90,939 SF
(6 ACCESSIBLE STALLS)
126 STALLS PROVIDED
9,800SF
RETAIL
5,740SF
RESTAURANT
PATIO
13
30" ST 24" ST
12"ST 12"ST18" ST18" ST18" ST 12" ST
15" ST18" ST 12" ST
8" STFFE=1061.70
2.09 AC
HHHHHSE BRICK DR.COOLER UNITGas
24" ST
18 "S T
8" PVC 8" PVC 8" PVC2"GAS 2"GAS2"GAS
2"GAS
FUTURE 2"GAS
FUTURE 2"GAS
FUTURE 2"GAS10511052
10
5
3
105310541054105510551055
10
5
5
105510551056105610561057
105
7
1058
1058
10
5
8 105810581058105910591059
1059 105910591059
10601060106010601060106010601060
1060
1060106010601060106010601060106010601
0
601060106010601060
1060
106
0
106010601060
10601060
10601060
1061106110611061106110611061
1061106110611061
10621062106210
6
21062
10621062
106210631063
10631063
10631063
10
6
4
1064 10641064
1064
1064
1065
1065
1065 10651066
FO
BM1
BM2
CP2 CP3
CP4
24" RCP W
F.E.S.=1050.30
F.L.=1055.64 6" CMP N
F.L.=1052.91 15" RCP N
F.L.=1052.41 24" RCP E
F.L.=1052.26 30" RCP W
Intake=1058.64
Rim=1059.41
F.L.=1056.45 6" CMP N
F.L.=1054.42 12" RCP N
F.L.=1054.37 24" RCP W
Intake=1059.25
Rim=1059.97
12" RCP15" RCP15" RCP
18" RCP24" RCP
18" RCP
24"
RCP
15" RCP15" PVC
15" PVC
15" PVC
12" PVC
12" P
VC
F.L.=1056.01 15" PVC E
F.L.=1055.95 15" PVC W
Intake=1060.93
F.L.=1055.09 15" PVC E
F.L.=1054.99 15" RCP SW
Intake=1060.89
F.L.=1054.73 15" RCP E
Double Intake=1057.55
F.L.=1057.12 12" PVC NW
Intake=1060.99
F.L.=1056.91 12" PVC W
Bottom of Well=1056.01
Beehive Intake=1060.06
F.L.=1055.62 15" PVC E
F.L.=1055.60 15" PVC W
Intake=1059.87
F.L.=1054.42 18" RCP S
F.L.=1054.39 24" RCP NE
F.L.=1054.41 15" RCP W
Double Intake=1057.31
Rim=1058.02
C
30" RCP
24" RCP
(Bk.2015, Pg.20833)
Existing 10' Public Utility Easement
(Bk.2015, Pg.20833)
And Water Main Easement
Existing 30' Sanitary Sewer
(Bk.2015, Pg.20833)
Existing 15' Public Utility Easement
(Bk.2015, Pg.20833)
Existing Surface Water Flowage Easement
(Bk.2015, Pg.20833)
Existing 40' Ingress/Egress Easement
Existing 10' Electric Easement
14 10
22 18
331.40'
331.40'306.20'10
11
(6 ACCESSIBLE STALLS)
126 STALLS PROVIDED
LOT 2
101,474 SF
2.33 AC
FFE=1061.70
18
10 13 10591059
1060
1060
1060
1060
1060
1060
10601060
106010601061
1060
1061
1061
1061
0
SCALE (FEET)
30
6 630'EROSION AND SEDIMENT CONTROL PLANSTORMWATER MANAGEMENT QUANTITIES
ATTACHMENT TO POST
Fabric
Post
cable ties
Wire or 5
TYPICAL SILT FENCE DITCH CHECK
F
o
resl
opeVariable (20' for a normal 10' wide ditch.)
(5'-0" max.)
Post spacing
(5'-0" max.)
Post spacing
4
5
1
3
Backslope 902
904
906
908
910
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
individual section of silt fence
Install "J-hook" at each end of an
ground contour
Install parallel to
(Plan View)
(600' if slope is flatter than 5%)
200' max. length per section
documents or as directed by the Jurisdictional Engineer.
Section 9040, 3.07 and at locations shown in the contract
Install silt fence according to the requirements of
GENERAL NOTES:
1
2
3
4
5
Insert 12 in. of fabric a minimum of 6 in. deep
(fabric may be folded below the ground line)
Compact ground by driving along each side of
the silt fence as required to sufficiently
secure the fabric in the trench to prevent
pullout and flow under the fence.
In ditches, extend silt fence up side slope so
the bottom elevation at the end of the fence is
a minimum of 2 in. higher than the top of the
fence in the low point of the ditch.
Steel posts to be embedded 20 in. unless
otherwise allowed by the Jurisdictional
Engineer.
Secure top of engineering fabric to steel posts
using wire or plastic ties (50 lb. min.). See
details of "Attachment to Posts."
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
Ground line
Fabric
Flow
4'-0" minimum
'T' steel fence post
(Profile View)
4
1
1
2
See plans for spacing
NO SCALE
SILT FENCE DETAIL
Ground line
Fabric
1
5
4
or as required to adequately support fence
Reduce post spacing to 5'-0" at water concentration areas,
8'-0"spacing
24"DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES36"6
1
4.50 ACDISTURBED AREA
TYPE 1 PERMANENT LAWN MIXTURE 4.50 AC
SEEDING, FERTILIZING & MULCHING 4.50 AC
SEDIMENT BASKETS 9 EA
SILT FENCE 1640 LF
BASKET
SEDIMENT
ENGINEER)
(FIELD VERIFY WITH
WASHOUT LOCATION
APPROX. CONCRETE
ENTRANCE/EXIT
CONSTRUCTION
STABILIZED
WITH PROPERTY OWNER)
(COORDINATE SIZE & FINAL LOCATION
APPROX. TOPSOIL LOCATION
BASKET
SEDIMENT
BASKET
SEDIMENT BASKET
SEDIMENT
BASKET
SEDIMENT
BASKET
SEDIMENT
BASKET
SEDIMENT
BASKET
SEDIMENT
BASKET
SEDIMENT
11'x17' TRM
8'x12' FTM
Q=28.67 CFS
EXISTING DETENTION BASIN
DISCHARGE LOCATION TO
SILT FENCE(TYP)
SILT FENCE(TYP)
SILT FENCE(TYP)
SILT FENCE(TYP)
100YR EL=1060.25
100YR EL=1060.25
100YR EL=1060.50
100YR EL=1060.50
100YR EL=1060.50
100YR EL=1060.40
100YR EL=1060.40
PROPERTY OWNER)
(COORDINATE WITH
STAGING AREA
100YR EL=1060.50
100YR EL=1060.25
100YR PONDING EL=1055.59
DETENTION BASIN
9,800SF
RETAIL 5,740SF
RESTAURANT
PATIO
COOLER UNITCP3 1"= 116.1016KMMEDCRMM01-13-17116.101688WAUKEE, IOWACOVE AT KETTLESTONE LOT 3 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= kmarshpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.1016\Cadd\SP07_1161016_DTL.dgn2/23/20179:16:10 AMSnyder1:10pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.1REVISED AS PER CITY COMMENTS02/01/17JWM02/15/17JWMREVISED AS PER CITY COMMENTS1RAMP AREA 1
RAMP AREA 2
RAMP AREA 3
RAMP AREA 4
SIDEWALK RAMP AREA 1 DETAIL 1"=10'
SIDEWALK RAMP AREA 2 DETAIL 1"=10'
SIDEWALK RAMP AREA 3 DETAIL 1"=10'
SIDEWALK RAMP AREA 4 DETAIL 1"=10'
SIDEWALK RAMP AREA 5 DETAIL 1"=10'
X X
XX
X X
XX
X X
XX
X X
XX
X
X X
X X X
XX X
X X
XXXXX
X X
X
X X
XX
X XX
X
X
X
X X
XX
X X
X
X
X X
X
X
X X X X
X
X
XX
XX
XX
X X
XX X X
XX
SIDEWALK RAMP DETAILS7 710'1060.90
1060.80
1061.60
1061.50
1060.40
1061.45
1061.40
106
1
.3
0
1060.45
1060.39
1059.95
1059.89 1059.58
1059.08
1058.86
1059.36 1059.21
1058.71
1058.93
1059.43
1061.401060.901060.90
1061.501061.50 1061.001061.001061.501061.501061.701061.701061.48
1061.40
1060.69
1060.75
1060.60 1060.66
1061.161061.10
1061.191061.251061.25 1061.34
1061.40
1060.30
1060.80
1060.80
1060.30
1060.50
1061.001061.10
1060.60
1060.40
1060.90
1060.90
1060.40
1061.50
1061.40 1060.90 1060.90 1060.90 1060.90 1061.50
1061.60
1061.701061.60
1061.60
1061.701061.70
1061.60
1061.70
1061.60
1061.00
1061.70
1061.001061.00
SE UNIVERSITY AVE.SE BISHOP DRIVERAMP AREA 5
X
1061.00
XX
1061.00
1061.40
1.5%
1.5%
1.5%
1.5%
1.5%5.0%5.0%5.0%5.0%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%7.9%7.9%7.9%7.9%6.3%
6.3%7.5%
7.5%1.5%1.5%1.5%6.3%
6.3%1.5%1.5%6.3%
6.3%1.5%1.5%1.5%1.5%6.3%1.0%6.3%1.0%6.3%6.3%1.0%
1.0%1.5%1.5%6.3%6.3%1.5%
1.5%6.3%6.3%1.5%
1.5%6.3%6.3%1.5%
6.3%1.5%6.3%1.5%1.5%1.5%
1.5%1.0%6.3%
6.3%1.0%1.5%0.9%0.9%1.5%4.1%
4.0%1.5%0.8%0.8%0.8%1.5%
XX1059.68 1059.53
1.5%1.0%1.0%X X1059.46 1059.31
1.5%1.0%1.0%X
X
1061.40
1061.50
0.0%
0.0%1.5%1.0%0.0%
0.0%
X
X1061.60
1061.50
X
X
1060.45
1060.51
1.0%
1.0%1.0%X
1061.40
0.0%
0.0%1.5%1.5%X
1061.40
0.0%
0.0%1.0%X
1061.28
1.5%
1.5%
X X
1061.19 1061.282.0%1.5%1.5%
0.0%
X X1060.96 1060.86
1.0%1.0%1.0%
X X
1.5%1.0%1.0%1060.861060.96
X X1061.301061.20
1.0%1.5%1.5%
1"= 116.1016KMMEDCRMM01-13-17116.101688WAUKEE, IOWACOVE AT KETTLESTONE LOT 3 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= kmarshpw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\2016_Projects\116.1016\Cadd\SP08_1161016_LND.dgn2/23/20179:16:28 AMSnyder1:30pw:\\SAAPWIS01.snyder-associates.com:ProjectWise\Documents\Snyder\Printing\Pen_Tables\date.tblV8iBWFullWeightPDF.pltcfgSheetofSheet of
Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.1REVISED AS PER CITY COMMENTS02/01/17JWM02/15/17JWMREVISED AS PER CITY COMMENTS118
12
1310
SE BISHOP DRIVESE UNIVERSITY AVE.
10
11
2218
LOT 3
90,939 SF
(6 ACCESSIBLE STALLS)
126 STALLS PROVIDED
9,800SF
RETAIL
5,740SF
RESTAURANT
PATIO
13
FFE=1061.70
2.09 AC
HHHHH
COOLER UNITGas
T
2"GAS 2"GAS2"GAS
2"GAS
FUTURE 2"GAS
FUTURE 2"GAS
FUTURE 2"GASFO
BM1
BM2
CP3
CP4
24" RCP W
F.E.S.=1050.30
F.L.=1055.64 6" CMP N
F.L.=1052.91 15" RCP N
F.L.=1052.41 24" RCP E
F.L.=1052.26 30" RCP W
Intake=1058.64
Rim=1059.41
F.L.=1056.45 6" CMP N
F.L.=1054.42 12" RCP N
F.L.=1054.37 24" RCP W
Intake=1059.25
Rim=1059.97
12" RCP15" RCP15" RCP
18" RCP24" RCP
18" RCP
24" RCP
15" RCP15" PVC
15" PVC
15" PVC
12" PVC
12" P
VC
F.L.=1056.01 15" PVC E
F.L.=1055.95 15" PVC W
Intake=1060.93
F.L.=1055.09 15" PVC E
F.L.=1054.99 15" RCP SW
Intake=1060.89
F.L.=1054.73 15" RCP E
Double Intake=1057.55
F.L.=1057.12 12" PVC NW
Intake=1060.99
F.L.=1056.91 12" PVC W
Bottom of Well=1056.01
Beehive Intake=1060.06
F.L.=1055.62 15" PVC E
F.L.=1055.60 15" PVC W
Intake=1059.87
F.L.=1054.42 18" RCP S
F.L.=1054.39 24" RCP NE
F.L.=1054.41 15" RCP W
Double Intake=1057.31
Rim=1058.02
C
30" RCP
24" RCP
(Bk.2015, Pg.20833)
Existing 10' Public Utility Easement
(Bk.2015, Pg.20833)
And Water Main Easement
Existing 30' Sanitary Sewer
(Bk.2015, Pg.20833)
Existing 15' Public Utility Easement
(Bk.2015, Pg.20833)
Existing Surface Water Flowage Easement
(Bk.2015, Pg.20833)
Existing 40' Ingress/Egress Easement
Existing 10' Electric Easement
14 10
22 18
331.40'
331.40'306.20'10
11
(6 ACCESSIBLE STALLS)
126 STALLS PROVIDED
LOT 2
101,474 SF
2.33 AC
FFE=1061.70
18
10 13 LANDSCAPE PLAN0
SCALE (FEET)
30
8 830'PLANTING PLAN GENERAL NOTES LANDSCAPE REQUIREMENTS AND CALCULATIONS
BOTANICAL NAMEKEY
SHRUBSSIZE COMMENTS
B&B
AG AUTUMN BRILLANCE SERVICEBERRYAmelanchier x grandiflora 'Autumn Brilliance'
B&B
B&B
CONT. (6' O.C.)JC
PLANT SCHEDULE
CONT. (6' O.C.)36" Ht.
COMMON NAME
Malus 'Spring Snow'SPRING SNOW CRABAPPLETREES
18" Ht.
24" Ht.
36" Ht.
AT
8' HT.
GB
TREESUNDERSTORYPhysocarpus opulifolius 'Donna May'LITTLE DEVIL NINEBARK
VD
SB
BLUES FESTIVAL ST. JOHN'S WORT
Taxus x media 'Taunton'TAUNTON YEW
Spiraea betulifolia 'Tor'TOR BIRCHLEAF SPIREA
Acer tataricum 'Hot Wings'
GT Gleditisia triacanthos var. inermis 'Skyline'B&B
MA
TA
SKYLINE HONEYLOCUST
PRINCETON SENTRY GINKGOGinkgo biloba 'Princeton Sentry'
HOT WINGS TATARIAN MAPLE 1 1/2"
SP 8' HT.
1 1/2"
1 1/2"
1 1/2"
8' HT.
Viburnum dentatum 'Rastzam'
Juniperus chinensis 'Sea Green'SEA GREEN JUNIPER
RASPBERRY TART VIBURNUM
CONT. (4' O.C.)
CONT. (3' O.C.)
CONT. (3' O.C.)
HK
PO
Hypericum kalmianum 'Blues Festival'
24" Ht.
18" Ht.
CONT. (3' O.C.)
CS 18" Ht.CONT. (4' O.C.)Cornus sanguinea 'Cato'ARCTIC SUN DOGWOOD
24" Ht.
18" Ht.
CO Calamagrostis x acutiflora 'Overdam'CONT. (3' O.C.)
CA 24" Ht.CONT. (3' O.C.)& GRASSESPERENNIALS HE
Calamagrostis x acutiflora 'Karl Foerster'
Hemerocallis 'Royal Occasion'
KARL FOERSTER FEATHER REED GRASS
OVERDAM FEATHER REED GRASS
ROYAL OCCASION DAYLILY CONT. (2' O.C.)
AR 18" Ht.CONT. (4' O.C.)Aronia melanocarpa 'Morton'IROQUOIS BEAUTY BLACK CHOKEBERRY
FG 18" Ht.CONT. (3' O.C.)Fothergilla gardenii DWARF FOTHERGILLA
B&B
B&B
B&B
CHINA SNOW PEKING LILAC
Tilia americana 'Redmond'
TT
DEPARTMENT.
H. PLANTING SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE WAUKEE DEVELOPMENT SERVICES
SERVICES DEPARTMENT.
G. PLANTING SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE WAUKEE DEVELOPMENT
F. SOD ALL DISTURBED AREAS UNLESS NOTED OTHERWISE.
PERIMETER, AND IN ALL AREAS INDICATED ON PLAN.
E. PROVIDE 3-INCH DEPTH SHREDDED HARDWOOD MULCH AROUND ALL PLANTINGS TO A MIN. 3-FOOT
DATE OF INSTALLATION.
D. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM
STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION).
C. ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN
WITH UTILITY COMPANIES DURING CONSTRUCTION.
CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE
TO UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S
FOR DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE
B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE
THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED.
A. UTILITY WARNING:
10-JV
B&B8' HT.JV
Syringa pekinensis 'Morton'
Juniperus virginiana 'Skyrocket'SKYROCKET JUNIPER
REDMOND AMERICAN LINDEN
(6 TREES COUNTED TOWARDS OFF STREET PARKING REQUIREMENTS)
STREET TREES MAY BE COUNTED TOWARDS OFF STREET PARKING REQUIREMENTS.
297 LF/40 LF = 7.42 STREET TREES REQUIRED (8 STREET TREES PROVIDED)
1 OVERSTORY TREE PER 40 LF OF FRONTAGE
STREET TREE REQUIREMENT:
THERE ARE NO BUFFER REQUIREMENTS.
BUFFER REQUIREMENT:
(3 TREES PROVIDED)
PARKING LOT ISLANDS SHALL HAVE A MINIMUM OF 1 OVERSTORY TREE.
OFF-STREET PARKING AREAS:
FOUNDATION PLANTINGS ARE REQUIRED AT THE BASE OF ALL BUILDINGS
FOUNDATION PLANTINGS:
27.28 REQUIRED (32 SHRUBS PROVIDED)2 SHRUBS x 13.641 PU'S =
(7 UNDERSTORY TREES PROVIDED) 0.5 UNDERSTORY TREE x 13.641 PU'S = 7 REQUIRED
14 REQUIRED (14 OVERSTORY TREES PROVIDED)1 OVERSTORY TREE x 13.641 PU'S =
13,641/1,000 = 13.641 PLANT UNITS (PU'S)
21 TREES REQUIRED X 25% = 5.25 EVERGREEN TREES REQUIRED (10 PROVIDED)
MINIMUM OF 25% OF TOTAL REQUIRED TREES SHALL BE EVERGREEN.
REQUIRED OPEN SPACE.
1.0 OVERSTORY TREES, 0.5 UNDERSTORY TREES, AND 2.0 SHRUBS PER 1,000 SF OF
90,939 SF (TOTAL LOT) x 15% = 13,641 SF REQUIRED (23,915 SF PROVIDED - 26.3%)
15% OPEN SPACE REQUIRED
AND THE KETTLESTONE DESIGN GUIDELINES PUD)
(LANDSCAPE CALCULATIONS BASED UPON CITY OF WAUKEE ZONING CODE REQUIREMENTS
1-AT 1-SP
3-GB
5-HK
5-HK
11-PO
11-PO
16-HK14-PO
1-MA
1-MA
1-MA
3-SB 8-SB 8-SB7-FG
1-TT
1-TT 2-TT3-TT
3-TT
3-JC 3-JC 1-JC3-VD3-VD
8-CS
5-AR
26-HE
28-CA
1-GT
1-GB1-GB
3-TA
2-TA
2-GT
4-AG
10-CO
1-GB
4-FG
5-HK 5-HK
5-HK 5-HK 5-HK
1-AT1-AT1-AT
16-HK
1-SP1-SP1-SP
14-PO 14-PO 14-PO 14-HK
4-HK
SE. UNIVERSITY AVE. ELEVATION
REAR ELEVATION
EAST ELEVATION WEST ELEVATION
MAJOR MATERIALS FOR THE COVE AT KETTLESTONE
NICHIHA VINTAGEWOOD
BARK
NICHIHA VINTAGEWOOD
CEDAR
PERFORATED GALVANIZED
MESH
EBONITE SMOOTH
BRICK
NICHIHA ILLUMINATION
WHITE PAINTED
1
2
3
4
1
2
3
4
5
1
2 3
4
1
2
4
5
1
2
3
4
5
5
TRASH ENCLOSURE FRONT REAR SIDES
BLACK PAINTED CMU6
55 5
666