HomeMy WebLinkAbout2016-02-02-J03 Waukee Transportation Facility P1_Prelim Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: February 2, 2016
AGENDA ITEM: Consideration of approval of a resolution approving a preliminary plat for
Waukee Transportation Facility Plat 1
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The Waukee Community School District on behalf of the
City of Waukee is requesting approval of a preliminary plat for approximately
13.95 acres of property located at the northwest corner of the intersection of
6th Street and University Avenue. The plat consists of one lot intended for the
development of a bus facility, warehouse facility, and fueling facility for the
School District operations. The School District is in the process of acquiring
the subject property from the City of Waukee.
The final plat includes several easements for utilities as well as ingress/egress.
Ingress/egress has been provided for reciprocal ingress/egress throughout the
plat as well as the adjacent property to the west.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this request on January 26, 2016 and recommended approval subject to remaining
staff comments.
Approval of a Preliminary Plat for Waukee Transportation Facility Plat 1
Senior Planner, Andy Kass, stated that the subject property is located west of 6th Street and north of
University Avenue, containing approximately 13.95 acres zoned M-1, Light Industrial. Mr. Kass gave
a brief explanation of the history of the property. Mr. Kass explained that the project involves the
construction of an 11,354 square foot building which would provide restrooms, lounge space and
offices for the School District bus drivers along with several mechanics bays and a wash bay. Mr. Kass
explained that the plan also includes a 16,822 square foot building to be used for offices and
warehousing for the School District. The plan also includes a fueling facility to be shared between the
City and the School District. Mr. Kass explained that a decal lane will be constructed off of 6th Street
to allow for buses and other traffic to turn off of 6th Street and into the site. Mr. Kass discussed the
plans for the two detention ponds. The pond on the north being a dry bottom detention pond owned
and maintained by the School District; and the pond on the south being a regional detention basin
owned and maintained by the City. Mr. Kass explained that access to the site will be provided from
both University Avenue as well as 6th Street. Mr. Kass explained that six foot wide sidewalks will be
provided around the detention basins in order to provide pedestrian access to the water features on the
site. Mr. Kass described the utilities provided to the site and explained that the sanitary sewer service
will be provided by an onsite lift station that will serve only this property. A force main will extended
to an existing force main on the Public Works property which flows north and then ultimately to the
wastewater treatment facility. Mr. Kass explained that there will be a 30 foot landscape buffer
provided on the north side of the property in order to screen the site from any future development. Mr.
Kass provided elevations of the buildings to the Commission and described the building materials
proposed.
Commissioner Hoifeldt questioned about the details of the type of metal to be used on the fuel
enclosure. John Darveau, with FRK, said that it would be corrugated metal and about 1 ½ inches in
thickness.
Commissioner Hoifeldt questioned about how people would be able to access the fuel enclosure and if
it is just all grass on the island up to the door to access the fuel tanks. Joel Jackson, Bishop
Engineering, stated that they may need to add a service walk in order to access the door to the fuel
enclosure.
Commissioner Streit asked where the fence would be located. Mr. Kass explained that the fence would
be located only around the bus parking area of the site.
Commissioner Shanks asked what material is proposed for the fence. Mr. Kass explained that the fence
would be a black, vinyl chain link fence.
Commissioner Hoifeldt asked what type of plantings will be planted in the dry bottom detention basin.
Mr. Jackson explained that the dry bottom detention basin will be planted with native landscaping.
Commissioner Hoifeldt asked if it is possible to stock the City pond with fish to provide a fishing pond
amenity to the community. Mr. Kass said that he would check with Brad Deets and the Parks and
Recreation Department.
Commissioner Hoifeldt expressed residents’ concerns about bus drivers going down Northview. Eric
Rose, Waukee Community School District, explained that he has received a call from one resident on
Northview asking about the buses driving down that street. Mr. Rose explained that the route for the
bus drivers would be Ashworth.
Commissioner Nigro asked what the overhead doors located on the north building are composed of.
Mr. Darveau stated that they are aluminum doors with glass.
Commissioner Shanks asked if there was any signage proposed with this project. Mr. Rose explained
that as of now they don’t have details of signage, but they wouldn’t be opposed to doing a monument
sign for the site.
Motion by Commissioner Hoifeldt, seconded by Commissioner Shanks to approve the preliminary plat
for Waukee Transportation Facility Plat 1 subject to any remaining staff comments and review of all
legal documents by the City Attorney. Ayes: Nigro, Streit, Hoifeldt, and Shanks. Nays: None. Motion
carried.
STAFF REVIEW AND COMMENT: At this time a majority of staff comments have been
addressed. Staff recommends approval subject to remaining staff comments.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Staff Comment Letter
IV. Preliminary Plat
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 16-
APPROVING THE WAUKEE TRANSPORTATION FACILITY PLAT 1
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 reviewed and recommended
approval of a Preliminary Plat for Waukee Transportation Facility Plat 1 on January 26, 2016,
subject to remaining staff comments; AND,
WHEREAS, the Preliminary Plat for Waukee Transportation Facility Plat 1 is in general
conformance with section §303 - Land Subdivision Ordinance of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this the 2nd day of February, 2016, that the Preliminary Plat for Waukee Transportation Facility
Plat 1 be approved subject to remaining staff comments.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Shane Blanchard
Brian Harrison
Shelly Hughes
Larry R. Lyon
Rick Peterson
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Andy Kass
RE: Waukee Transportation Facility Plat 1 –
Preliminary Plat, Final Plat, and Site Plan
DATE: January 26, 2016
GENERAL INFORMATION:
Applicant: Waukee Community School District
Requested Action Preliminary Plat, Final Plat, & Site Plan Approval
Location and Size: Property is generally located West of 6th Street
and north of University Avenue containing
approximately 13.95 acres more or less.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current Zoning
Property in Question Agricultural Civic/Institutional M-1
North Agricultural Civic/Institutional A-1
South Agricultural Neighborhood Residential A-1
East Waukee Cemetery Parks & Recreation A-1
West Waukee Public Works Civic/Institutional M-1
BACKGROUND:
The subject property was originally acquired by the City of Waukee in 2007 as a part of a larger parcel in
preparation for the construction of a new Public Works building. Approximately 20 acres of the property was
sold off to the Waukee School District for the construction of Waukee Elementary. Another three acres was
developed as single family residential lots including the extension of Northview Drive. In the fall of 2015 the
City rezoned the subject property to M-1 to allow for the construction of a maintenance building, fueling
facility, and an operations building for the School District. The City still currently owns the subject property,
but has recently finalized agreements with the School District to acquire the property.
The City of Waukee still owns the remaining approximately 50 acres located north of the Public Works
building and proposed Transportation Center as well as west of Waukee Elementary School. It is anticipated
that this property will be sold in the near future for additional single family residential development.
January 22, 2016
2 of 4
ABOVE: Aerial of Concept Plan identifying the proposed transportation facility and Surrounding Properties.
January 22, 2016
3 of 4
PROJECT DESCRIPTION:
The project involves the construction of an 11,354 square foot building which would provide restrooms,
lounge space and offices for the School District bus drivers along with several mechanics bays and a wash bay.
The plan also identifies an approximately 16,822 square foot building to be used for offices and warehousing
for the School District. Finally, the plan shows the construction of a fueling facility. The fueling facility is being
proposed to be constructed jointly between the City and District and the two parties have recently finalized
agreements regarding both construction and long term administration of the fueling facility. Two above ground
storage tanks, a fuel canopy, and three fuel pumps are proposed to be installed. The fuel tanks will be enclosed
by a fuel enclosure.
In addition to the proposed buildings the site plan also identifies 81school bus parking spaces located north of
the proposed bus facility and future bus parking areas if necessary.
Two detention ponds are identified on the site plan. The pond on the north side of the site will be a dry
bottom pond and will be owned and maintained by the School District. The pond located near the
intersection of 6th Street and University Avenue will act a regional detention basin and will be owned and
maintained by the City of Waukee. The regional detention basin will serve this site and the Public Works site
to the west.
ACCESS AND PARKING
Access to the site will be provided from both University Avenue as well as 6th Street. It is anticipated that the
buses serving the southern portion of the Waukee School District will exit the facility utilizing University
Avenue and the buses serving the north half of the District will utilize the access point directly on 6th Street.
Access off of University Avenue will be restricted for security purposes for the bus facility. Adequate
measures have been taken to allow for public safety access off of University Avenue if an emergency arises.
Parking for the bus maintenance building will be provided on the east side of the site and parking for the
warehouse building will be provided south of the building.
The School District has agreed to construct a decel lane off of 6th Street to allow for buses and other traffic to
turn off of 6th Street and into the site. No other improvements to 6th Street are planned at this time. A box
culvert will need to be installed underneath University Avenue to accommodate Stormwater flowing off of the
site. It is anticipated that University Avenue will be widened and paved within the next five years. The future
plans for 6th Street also include widening to a three lane section. The district will be responsible for their
proportionate share of the improvements at such time as they are constructed.
As part of this development 6 foot wide sidewalks are proposed to be located around the detention basis to
provide pedestrian access to the water features on site.
UTILITIES
Sanitary sewer service will be provided by an onsite lift station that will serve only this property. A force main
will be extended to an existing force main on the Public Works property which flows north and then
ultimately to the wastewater treatment facility.
Water will be provided from an existing 12-inch water main located on the west side of 6th Street and an
existing 16-inch water main on the north side of University Avenue.
January 22, 2016
4 of 4
Storm water detention will be provided for in the two detention basins proposed on the north and south
sides of the site. Water from the north pond will flow to the south pond which will ultimately outlet to the
proposed box culvert and from there the water will flow south and to the east through the golf course.
LANDSCAPING
The proposed open space landscaping complies the Landscaping and Open Space Ordinance and the Site Plan
Ordinance. A 30 foot landscape buffer has been provided for on the north side of the property to screen the
site from any future development.
ELEVATIONS
Pre finished metal paneling, brick, glazing, and translucent overhead doors are some of the proposed building
materials for both buildings. The proposed elevations meet the intent of the Site Plan Ordinance with respect
to architectural requirements. Elevations of the fuel canopy, fuel tank enclosure, and trash enclosure have also
been provided and appear to meet the intent of the Ordinance. Material samples will be available at the
Planning & Zoning Commission meeting.
STAFF RECOMMENDATION
At this time Staff is comfortable with the preliminary plat/site plan and final plat and would recommend
approval of the preliminary plat/site plan and final plat subject to remaining staff comments and review of all
legal documents by the City Attorney.
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: December 17, 2015
2nd Review: January 5, 2016
3rd Review: January 19, 2015
4th Review:
Bishop Engineering
Attn: Joel Jackson
3501 104th Street
Des Moines, IA 50322
RE: Waukee Transportation Facility – Site Plan/Preliminary Plat & Final Plat
Dear Mr. Jackson:
Per your request, staff has reviewed the proposed site plan/preliminary plat and final plat for the Waukee
Transportation Facility. The property is located at the northwest corner of 6th Street and University Avenue.
Based upon our review, staff has the following comments related to the site plan:
PRELIMINARY PLAT / SITE PLAN:
COVER SHEET & GENERAL COMMENTS
1. Please provide all plan sheets reference in the Sheet Index.
2. The zoning of the property should be updated to M-1 Light Industrial District. Please include the
bulk regulations for this district as well.
3. Please provide property owner information.
4. Please provide project manager contact information on the cover sheet.
5. Addresses should be indicated on the cover sheet. Addresses for the buildings are as follows: 605
University Avenue (maintenance building) and 1000 6th Street (warehouse building).
6. Please provide a photometric plan for review with manufacturer’s cut sheets as part of the next
submittal.
7. Please provide a materials board with the next submittal.
8. Provide storm water calculations for the proposed on site storm water management as part of the
next submittal.
9. General Note #1 should reference the Waukee Standard Specifications for Public Improvements
prior to referencing SUDAS.
10. General Note #14 should also reference “and prior to a rain event”.
11. General Note #18 should reference the Development Services Department in lieu of the
Engineering Department.
Project Name Project Engineer/Manager Project Type City Contact
Waukee Transportation
Center
Joel Jackson Preliminary Plat/Site Plan
& Final Plat
Andy Kass
12. A note should be added to the plan set indicating that the Contractor shall notify the City of
Waukee Development Services Department 48 prior to any weekend or holiday work.
13. A note should be added to the paving notes indicating that pavement replacement shall comply with
the Waukee Standard Specifications for Public Improvements.
14. Utility Note #4 should reference that locations should be noted on as-built drawings.
15. Utility Note #5 should include the installation of a 3 foot wide clay waterstop. A detail should also
be provided.
16. Utility Note #16 should be revised to remove the last sentence.
17. A note should be added to the utility notes indicating that all sanitary and storm sewer are to be
cleaned and televised prior to paving. The City should witness all cleaning and televising and copies
of the report and videos shall be provided to the City of Waukee Engineering Department.
18. A note should be added to the utility notes indicating that all sanitary manholes are to be vacuum
tested.
19. A note should be added to the utility notes indicating that all utilities are to be tested to City
standards and the City of Waukee Engineering Department shall witness all testing.
20. A note should be added to the utility notes that all tie-ins to existing utilities shall be coordinated
with the City of Waukee Engineering Department.
21. A note should be added to the utility notes referencing IDNR requirements for sewer pipes
crossing water mains. Staff would note that gasketed joints are required for sanitary sewer as well.
Staff has attached a reference for your use. In addition, locations where gasketed joints are to be
used should be called out in plan and profile throughout the plan set.
22. Staking Note #1 should also reference that all pedestrian facilities shall be staked under the
direction of a licensed land surveyor.
23. SWPPP and Topsoil Note #2 should be changed to 8-inch topsoil depth per SUDAS.
24. The cover sheet references a soils report. If the report exists please provide a copy.
25. Staff questions if IDNR Sanitary and Water permits are required for this project. If so, provide
permit applications for review.
26. Staff questions how many buses will be housed at the facility and how many times will they be
moving throughout the day. In addition, how many truck deliveries are expected per day at the
warehouse facility. Please address.
27. Parking requirements and calculations should be provided.
28. General Note #1, last sentence should reference the Waukee Development Services
Department instead of Engineering.
SHEET C-002 | PHASING PLAN
29. Provide timeframe and notification to be made to Public Works for closure to University Avenue.
30. A pre-notification message board will be required to notify the public of University Avenue closure.
Message board should be placed at least one week prior to closure.
31. Staff questions if there is any way to shorten the length of time the work on University Avenue has
been allotted (12 weeks). Staff questions what the timing of the proposed installation of
the box culvert is as it could affect farming operations and school bus routes.
32. Does the proposed culvert replacement fit the proposed alignment of future University Avenue.
Please address.
33. The parking spaces on the far west side of the site should be noted as future if that is
the intent.
SHEET C-101 | DEMO PLAN
34. The notes indicating to sawcut pavement should reference that the sawcut should be full depth.
35. Any farm fence on the property should be indicated and noted for removal. The offsite farm
fence should be noted to coordinate removal and replacement with the property
owner. Correct the spelling of coordinate in this note.
Engineers Response:
36. Staff questions what will be done with the existing native plantings/bioswale area where the driveway
will connect with the Public Works facility at the northwest corner of the site. See attached plans
for location of bioswale area. The areas marked for protection should be noted for
removal and the subdrain should be tied into the storm sewer. Remove the subdrain
outlet completely, including that portion that extends easterly to the transportation
facility property.
Engineers Response:
37. The edge of existing concrete at the Public Works facility should be noted to be sawcut.
38. Staff questions what will be done with the field drains when the intakes are removed. Will they be
reconnected or tied into the storm sewer. Please address.
39. The callout to relocate the fiber should reference to coordinate relocation with the Wauke Public
Works Department.
SHEETS C-201 – C-202 | LAYOUT PLAN
40. The building setback on the north side of the site should be 30 feet. It appears that the building
location will need to be shifted in order to accommodate this.
41. A 40 foot landscape buffer should be provided on the north side of the site.
42. Please indicate trash enclosure locations for each building. In addition, a detail of the enclosures
should be provided for review.
43. Staff questions where the fuel tanks for the fuel facility are proposed to be located. Are they to be in
ground or above ground tanks.
44. Elevations of the fuel canopy should be provided for review.
45. Staff questions if any emergency containment is planned or required for the fueling facility. Please
address.
46. Please provide a detail of the fencing proposed.
47. An ADA landing should be provided on the south side of the warehouse building (Sheet C-201).
Please add a label for an ADA landing.
48. The fiber easement on the north side of the property should be a minimum of 15 feet wide.
49. A sidewalk easement should be provided for any portion of the sidewalk along 6th street that is on
private property.
50. Please move the curve data for the access off of 6th street so that it isn’t overlapping with site layout
details (Sheet C-201).
51. Please specify what pavement types are on the layout plan.
52. Traffic Sign Note B should be review for typos.
53. Details of the gates should be provided for review. In addition gates will need to be equipped with
KNOX switches for public safety access. A note should be added to the plan set indicating
that access gates shall be installed with KNOX switches.
54. Staff would note that the Landscape and Open Space Ordinance prohibits more than 15 parking
spaces in a row. Landscaped island will need to be provided to meet the Ordinance requirement.
Staff questions if the width of the bus parking stalls could be reduced to allow for the
construction of the islands. The stalls would only need to be reduced by 0.5’ to 1’ to
allow for the construction of the islands and not lose any stalls.
Engineers Response:
55. Pedestrian ramps should be added at the crossings from the bus parking to the bus facility (Sheet C-
202).
56. Verify that proposed improvements match future University Avenue alignment.
57. The proposed connection to the Public Works site should include radius for heavy equipment
movement. The radius should be a minimum of a 25 foot radius.
58. Staff questions if an alternative connection to the Public Work site been considered.
59. Preliminary University Avenue profile should be indicated in half tone on the plan set. See attached
exhibit.
60. The pedestrian crossing on 6th Street will need to be painted. Please indicate the
pavement markings and note to be durable paint. The pedestrian crossing will need to
be marked with international crossing blocks.
Engineers Response:
61. What is the capacity of the fuel tank(s). Also, provide the number of tanks.
62. Staff questions if each bus parking space will be provided with a post to plug the buses
in to in the winter.
63. A decel lane and a larger radius off of 6th Street will need to be provided for traffic
turning into the site. Alternatively a traffic study could be supplied stating that such
lane is unwarranted.
Engineers Response:
SHEETS C-301 – C-302 | GRADING PLAN
64. Please demonstrate that the minimum of 2% grade is being met across the site.
65. Topsoil Note #1 should be revised to state that topsoil shall be preserved to meet General Permit
#2 requirements.
66. Topsoil Note #2 should be revised to state that a minimum of 8 inches of topsoil will be respreads
to meet SUDAS requirements.
67. Staff questions if 4% organic matter is achievable are referenced in Topsoil Note #4. Please address.
68. Complete design information for all pedestrian facilities should be provided (spot elevations, running
ramp grades on both sides, cross slopes, etc.). This information can also be provided in details in lieu
of on the grading sheets. The running ramp grades at the crossing of the access road on
the north side of the site are missing. Provide running ramp grades for all crossings of
access road off of 6th Street.
Engineers Response:
69. 100 year flood elevations should be indicated and illustrated for all detention and sump areas on site.
70. Overflow elevations and route should be indicated and illustrated by using directional arrows.
Please provide more details of overflow routes.
71. Staff questions if any outlet protection is planned for the outlet of the box culvert. Is any
downstream grading necessary. Please address.
72. A culvert should be provided in the ditch under the entrance off of 6th street.
73. Erosion protection should be provided for overflow paths.
74. Provide a detail of the emergency overflow to show dimensions. Details for all overflows going
over a sidewalk should be provided for review. Staff questions if any changes will be needed
for the sidewalk in this area for the overflow (Sheet C-301 and C-302). Please show critical
elevations for the sidewalk to meet for overtopping , On Sheet C-301 it appears that
the road between ponds will overtop at intakes west of overflow path indicated. Also,
provide information for sidewalk overflow path to the south of the road.
75. On Sheet C-302 add a note for the detail provided on C-601 for the Emergency
Overflow. Staff questions what the overflow path being shown with arrows to the west
of the sidewalk indicated as the Emergency Overflow is. Please address.
76. It appears that the 100 year elevation from the north will flood sidewalks on the north
and east sides of the basin during large events. Staff is concerned that this will be a
safety issue if this is a public sidewalks.
77. A flume or a subdrain will need to be provided through the area of the detention basin
that is less than 2% grade. Waukee Standard Specifications requires that a subdrain or
a flume be provided in areas where less than 2% grade is being provided regardless of
the type of grasses proposed to be planted.
Engineers Response:
78. Provide building corner elevations for the fuel facility.
SHEETS C-401 – C-402 | UTILITY PLAN
79. Staff questions if gas service is planned for the proposed buildings. Please address.
80. Please indicate the Fire Department Connection (FDC) locations.
81. Staff question if the proposed hydrants will meet the minimum of 1,500 gallons per minute. Please
address.
82. A note should be added to the utility sheets to field verify all existing utility locations.
83. Verify the location of ST-34 (Sheet C-401).
84. The hydrant located near the fuel facility should be moved to either end of the radius.
85. Please indicate the size of the forcemain (Sheet C-401).
86. Complete pipe information for Structure 33 (Sheet C-401).
87. Staff questions how the bioswale will be modified for paving in the area between ST #31 to ST #32.
Staff also questions where the subdrain outlets will be routed to. It appears that the subdrain
running easterly will be connected to ST #31, but it is less clear how the subdrain
running northerly should be connected to ST #32.
88. Staff would note that the existing fiber will need to be disconnected at Public Works to limit one
splice and will need to be coordinated with the Public Works Department.
89. Provide a detail of the proposed sanitary cleanout.
90. Provide a valve on the service lines (4 inch valve locations) just before building entry.
91. Utility Note #8 on Sheet C-001 indicates services to be at 2%, but the plans show 1%.
92. Hydrant radius is to be 150 feet.
93. Add “coordinate with owner” to note about adjusting the telephone riser at the north sidewalk tie
in to 6th street (Sheet C-401).
94. The invert will need to be shaped to flow west at the existing storm manhole connection of 6th
street (36-inch).
95. The future 6-inch sanitary service will need to be plugged at ST #102.
96. The existing 24-inch tile should be located prior to final plans to verify storm sewer elevations will
work.
97. All critical crossings should be called out with top and bottom of pipe elevations. Water crossings
should have this information as well. There are two locations of sanitary and storm
crossings on the west side of the site that do not have this information and the storm
and force main crossing on the west side of the site is missing this information. All
crossings of existing utilities should be noted to field verify.
Engineers Response:
98. Staff questions if either building will be equipped with a sand/oil separator. If so please indicate the
location.
99. The hydrant on the west side of the maintenance building should be relocated so that it is inside of
the proposed fencing.
100. Staff questions if additional hydrant will be required to meet fire flows. Please address.
101. A separate set of construction drawings will need to be provided for review for the proposed
box culvert as this is in the City right-of-way and is a public improvement.
102. The hydrant on the west side of the maintenance building should be relocated so that it is inside
of the proposed fencing.
103. Staff questions if the proposed box culvert will be precast.
104. The proposed 4 inch force main has 6 inch bends. Please revise.
105. Valves should be added on both services (domestic and fire) going into the
buildings.
106. The bioswale should be shown on Sheet C-401.
107. Adjust the location of label for Structure #31 so it is completely shown on the sheet.
Engineers Response:
108. Change the outlet invert label of the pump station from (W) to (S).
Engineers Response:
109. An area intake should be provided on the 24-inch storm sewer on the south side of
University Avenue instead of a plug. This will allow the tile to capture low flows.
Engineers Response:
SHEETS C-403 & C-404 | CULVERT
110. Add a note that dewatering is incidental to culvert construction.
111. Add the telephone line to the profile view along the culvert
112. Critical Crossing Note #2 should be revised to include that the water line is to be
lowered.
113. Critical Crossing Note #4 is this applicable. It appears to be the connection point
rather than a crossing.
114. City Staff is uncomfortable using standard details for the culvert as it is a format not
commonly used on public improvement projects in the City of Waukee.
Engineers Response:
115. Staff questions how tie-in for future extension of the culvert will work.
Engineers Response:
116. Staff has concerns over the amount of cover between the top of the RCBC and the
bottom of pavement. Is there any way to provide additional cover.
Engineers Response:
SHEET C-405 | PUMP STATION PLAN
117. There appears to be a duplicate layout of the pupm station and the forcemain.
SHEETS C-501 – C-502 | LANDSCAP E PLAN
118. Landscape islands should be indicated in the bus parking area (see Comment #54).
Engineers Response:
119. A 40 foot landscape buffer will need to be provided on the north side of the site as follows: 2
overstory, 4 evergreen, and 3 ornamental per 50 lineal feet.
120. Verify that the spaces between parking areas and the right-of-way are planted with a minimum
of one (1) overstory deciduous tree per 40 lineal feet.
121. Landscape Note #11 should reference that approval from the City of Waukee is required for
substitutions.
122. Additional landscaping will be required to screen the bus plug-in stations on the side
that faces 6th Street and the side that faces the Public Works Facility. This screening
can be accomplished with bushes.
Engineers Response:
SHEETS C-503 | LANDSCAPE PLAN
123. Staff questions what the plan is for temporary seeding for the areas proposed to be planted with
native plantings.
124. The areas around the bioswale should be noted to be replaced with sod. A bioswale
replacement plan should be provided or indicated on the landscaping plan.
SHEETS C-601 | DETAILS
125. Provide a detail for the anti-seep collar.
126. Correct Type 1 Pavement Section detail to show 7-inch PCC instead of 76 PCC.
Engineers Response:
SHEETS C-701 | SWPPP
127. Provide an outlet structure for the temporary sediment basin (provide a callout for this facility)
that withdraws water from the surface when discharging from basins to meet General Permit #2
requirements. Please provide response in the SWPPP. Staff understands this will be
done, but has not received an updated SWPPP.
128. Provide notes for final discharge locations and name ultimate receiving waterbody.
129. Show proposed topsoil stockpile location.
130. Concrete washout, restrooms, and other waste areas should be a minimum of 50 feet from an
inlet to storm sewer or waterbody.
131. Verify that the Disturbed Area Note #1 is correct.
132. Erosion Control Note #7 should be updated to state that control meets EPA
Stormwater Best Management Practice as General Permit #2 does not directly state
control needs for concrete washout facilities.
133. Staff recommends that silt fence be installed around the ponds during active
buildout to minimize sediment entering the ponds.
VEENSTRA AND KIMM COMMENTS:
134. All proposed turning radii should be verified to accommodate school buses and City
maintenance vehicles (Sheet C-201). The existing roadways of 6th Street and University
Avenue have only a single lane of traffic in each direction. The plan for turning radii of
buses and semis indicates that at entrances the opposite lane of the street roadway
including the shoulders would be occupied to make the turn. To minimize traffic
conflicts during peak use of the streets, it is suggested that the turning movements of
buses and semis be restricted to occupy only a single lane of roadway without
extending into the opposite lane of travel. The entrances should be modified to
accommodate the turning movements of the buses and semis without extending into
the opposite lane of traffic.
Engineers Response:
135. It should be verified if 6th Street and University Avenue have right-of-way by title, or as shown
on the plan, if 6th Street has a roadway easement. If there are roadway easements, the plat
boundaries should be adjusted to show the roadway easements as streets rights-of-way on the final
plat.
136. When field tile are removed on-site, it should be indicated on the plan where the remaining field
tiles are routed or connected to the proposed storm sewers (Sheet C-301).
137. The northerly dry bottom detention basin appears to have the bottom at a slope less than 2%. A
concrete flume may need to be considered to provide for improved drainage (Sheet C-301 – C-
302).
138. The normal pool and detention limits of the ponds should be indicated graphically in addition by
a note (Sheet C-301 – C-302).
139. The north part of the site includes a berm which will create a drainage swale north of the berm.
The swale will intercept and divert the flow easterly to a sump area where the flow is collected and
diverted to the inlet of the detention pond. It appears the 100 year flow capacity of the swale and
the limits of the 100 year flow should be established, and possibly a drainage easement provided.
(Sheet C-301 – C-302). It appears during the intermediate period before the northerly
area of the drainage basin is developed, that a defined drainage swale should be
provided along the berm that intercepts the runoff and diverts the flow to the inlet of
the dry detention pond. The 100 year flood limits should be defined for the swale,
including the area at the collection point to the inlet to the pond. Surface runoff from
the surrounding off-site areas to the project site should be shown with arrows. The
proposed contours should be completed at the northeast corner of the site adjoining
6th Street. Define and show the drainage swale and 100-year flood limits along the berm
on the north side of the site. The inlet of the dry detention pond may need to be
extended north of the site. Show the connection of the 100-year flood limits of the inlet
of the dry detention pond and the dry detention pond itself.
Engineers Response:
140. All sump areas should show the 100 year flood limits. Surface drainage flow routes and
overflows during a 100 year storm event should be indicated on the plan.
141. Rip-rap should be shown for the overflow from the pond (Sheet C-302).
142. It has been indicated in the storm drainage report that the ditch along 6th Street and south of
University Avenue has the capacity to accommodate the 100 year flow. It should be verified that the
ditch has the capacity to handle flow downstream to its outlet at the culvert crossing of 6th Street.
143. It is noted on the storm water management plan report that the detention basin design is based
on “maximum detention volume feasible” rather than the 5 year storm release rate during a 100
year storm event which should be clarified. As indicated in the storm water management
plan report, the detention basin is designed based for the maximum volume possible.
Based on Tables 2.1 and 3.1 included in the storm water management report. The post
development 100 year flow will be reduced from 435 cfs to 236 cfs/ The existing 5 year
storm occurrence has been estimated at 145 cfs.
Engineers Response:
144. It is noted that the detail of the 6 × 4 RCBC is shown on Sheets C-403 and C-404 which are
not enclosed on the plans.
145. It appears rip-rap or other erosion control should be provided at the ends of the flared end
sections of the storm sewers. The flared end sections should have footings and apron guards (Sheet
C-401).
146. In the future, it is believed the right-of-way width of University Avenue should be at least 120
feet to accommodate future lanes of traffic for a major arterial street. Wider right-of-way should be
provided at the intersection of 6th Street and University Avenue to accommodate turning lanes. It
may be beneficial in the design of the culvert and the intersection of University Avenue and 6th
Street if the “footprint” of the future intersection is shown on the plans.
147. It would be beneficial if the 6’ × 4’ RCBC longitudinal section would show all
dimensions of the box, slope, inverts and the depth of fill over the top of the box. There
is a concern about the depth of cover over the box, and whether or not there will be
sufficient cover for the new road when the box is extended to the south. It is believed
there will be a low point on the new road somewhere westerly of the box culvert. Also
it is not clear where the future culvert will terminate in the future. Adjust culvert
and/or road grades to provide a minimum of 6” cover between the bottom of
pavement and top of the culvert to accommodate modified subbase. Preliminary plans
for future University Avenue improvements show a low point elevation of 991.68 in the
area of the culvert. The culvert design should be modified to account for the extension
of the culvert with the future University Avenue improvements.
Engineers Response:
BUILDING ELEVATIONS
148. Stone or brick should be incorporated into both buildings.
149. Architectural elements such as windows, stone, offsets, projections, etc. should be incorporated
into the north elevation of the maintenance building in order to break up a long wall expanse.
150. Architectural elements such as windows, stone, offsets, projections, etc. should be incorporated
into the north elevation of the warehouse building in order to break up a long wall expanse.
FINAL PLAT COMMENTS
151. The zoning of the property should be updated to M-1, also include bulk regulations.
152. The zoning of the cemetery should be updated to A-1, not AG.
153. The zoning of the Public Works facility should be updated to M-1.
154. All proposed easements should be indicated.
155. All existing easements should be indicated with recorded book and page numbers.
156. A note regarding the responsibility of maintenance of the detention basin should be provided on
the plat.
157. The ROW width of 6th Street and University Avenue should be indicated.
158. A sidewalk easement should be provided for the portions of the sidewalk along 6th Street that
are not within the City ROW.
159. An ingress/egress should be provided across the site. An ingress/egress easement will be
necessary to allow access to the Public Works facility across the site, not just to the
fuel facility. This is required to allow access particularly when University Avenue is
closed for the culvert replacements.
Engineers Response:
160. Please add the recorded book and page numbers for the Property Description and on Lot 1.
161. All legal documents for the final plat should be submitted as part of the next submittal.
Engineers Response:
162. The address of 605 University Avenue should be used for the address of Lot 1. The address
for the warehouse building should not be included on the final plat. The address should
be noted in parenthesis on the proposed lot.
Engineers Response:
163. Provide recorded book and page numbers for the referenced “Parcel CC”.
Engineers Response:
164. The 100 year flood elevations for all detention and sump areas should be indicated
and illustrated on the final plat.
Engineers Response:
MISCELLANEOUS COMMENTS:
165. A check in the amount of $750.00 should be provided to satisfy the review fees for this project.
166. A check in the amount of $558.00 should be provided to satisfy the warning siren fee (13.95
acres × $40.00/acre).
167. Provide a copy of the Construction Site SWPPP Review Checklist signed by the SWPP designer.
168. Provide a copy of the SWPPP Prepared for obtaining General Permit #2 coverage.
169. Provide a copy of the IDNR issued General Permit #2 authorization letter.
Engineers Response:
170. Complete COSESCO application and submit with $65 fee for the first required quarterly
COSESCO inspection.
The applicant will be required to provide the following as a part of the completion of the public
improvements prior to approval of a final plat:
Post Construction What practices considered for this site?
171. Provide a site plan specific to the storm water management facilities of the property
indicating the permanent measures utilized by the designer and requirements for maintenance of
said facilities.
172. A maintenance covenant will need to be created and provided for review (if different
than the existing).
173. As-built plans of all storm water management facilities on site and a certification statement
signed by SWPPP designer indicating that facilities were constructed as designed will be required.
Staff would request that the revised plans and comment response letter be provided in digital form (PDF) and
hard copies with 5 full-sized hard copies delievered to Waukee City Hall. The PDF copy may be emailed. One
additional hard copy set including any storm water management materials should be delivered directly to
Veenstra and Kimm to Jordan Kappos’s attention.
Should you have any questions or concerns regarding these comments, please feel free to contact Brad Deets
(515-978-7899), Melissa DeBoer (515-978-7898) or myself at (515) 978-7897.
Sincerely,
Andy Kass, AICP
Senior Planner
6SITE9#7-''64#052146#6+10%'06'424'.+/+0#4;2.#65+6'2.#01-800-292-8989www.iowaonecall.comEXISTING PROPERTY DESCRIPTION:AN IRREGULAR SHAPED PORTION OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP79 NORTH, RANGE 26 WEST OF THE 5TH P.M., WAUKEE, DALLAS COUNTY, IOWA, ALL MOREPARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID6(&7,21 7+(1&(6
($/21*7+(6287+/,1(2)7+(6287+:(6748$57(52)6$,'6(&7,21$',67$1&(2) )((7 7+(1&(1
($',67$1&(2))((7727+(32,172)%(*,11,1* 7+(1&(&217,18,1*1
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($',67$1&(2) )((7 7+(1&(1257+($67(5/<$/21*$ FOOT RADIUS CURVE CONCAVE SOUTHERLY, A DISTANCE OF 479.71 FEET, SAID CURVE HAVING$&+25'%($5,1*2)1
($1'$&+25'/(1*7+2))((7 7+(1&(1
(A DISTANCE OF 165.51 FEET TO THE WEST RIGHT OF WAY LINE OF 6TH STREET AS IT IS35(6(17/<(67$%/,6+(' 7+(1&(6
($/21*6$,':(675,*+72):$</,1($DISTANCE OF 446.81 FEET; THENCE NORTHWESTERLY ALONG A 521.00 FOOT RADIUS CURVECONCAVE NORTHERLY, A DISTANCE OF 212.93 FEET, SAID CURVE HAVING A CHORD BEARING2)1
:$1'$&+25'/(1*7+2))((7 7+(1&(1257+:(67(5/<$/21*$416.68 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A DISTANCE OF 92.20 FEET, SAID CURVE+$9,1*$&+25'%($5,1*2)1
:$1'$&+25'/(1*7+2) )((7 7+(1&(SOUTHEASTERLY ALONG A 275.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, A',67$1&(2))((76$,'&859(+$9,1*$&+25'%($5,1*2)6
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´($',67$1&(2))((7 7+(1&(SOUTHWESTERLY ALONG A 25.00 FOOT RADIUS CURVE CONCAVE WESTERLY, A DISTANCE OF )((76$,'&859(+$9,1*$&+25'%($5,1*2)6
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´:$',67$1&(2))((7727+(32,172)BEGINNING .TRACT CONTAINS 13.95 ACRES.SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS OF RECORD.PROPOSED PROPERTY DESCRIPTION:LOT 1 WAUKEE TRANSPORTATION FACILITY PLAT NO. 1.ADDRESS:WAREHOUSE FACILITY1000 6TH STREETWAUKEE, IA 50263MAINTENANCE FACILITY605 UNIVERSITY AVEWAUKEE, IA 50263OWNER:CITY OF WAUKEE, IOWA230 W HICKMAN ROADWAUKEE, IOWA 50263ZONING:M-1: LIGHT INDUSTRIAL DISTRICTBULK REGULATIONS:FRONT YARD = 30 FEETSIDE YARD = NONE, EXCEPT ADJACENT TO ROR C-1, THEN 25 FEETREAR YARD = 30 FEETMAX. HEIGHT = 45 FEETMAX. STORIES = 3PARKING REQUIRED:WAREHOUSE FACILITY:REQUIREMENTS: 1 SPACE PER 1,000 SF OF WAREHOUSE AREA + 1 SPACE PER EMPLOYEEREQUIRED = 5,525 (SF WAREHOUSE) X 1/1,000 + 8 (EMPLOYEES) = 14 STALLS REQUIREDPROVIDED = 26 STALLS (INCL. 2 HC STALLS)MAINTENANCE FACILITY:REQUIREMENTS = 1 SPACE PER BUS STALL + 1 SPACE PER OFFICE EMPLOYEEBUS PARKING PROVIDED = 81 STALLSREQUIRED = 81 (BUS STALLS) + 4 (EMPLOYEES) = 85 STALLS REQUIREDCAR PARKING PROVIDED = 85 STALLS (INCL 4 HC STALLS)IMPERVIOUS SURFACE:BUILDING AREA = 28,281 SFPAVEMENT AREA = 308,000 SFIMPERVIOUS SURFACE = 336,281 SFBENCHMARK:BM 1TOP OF BURY BOLT ON HYDRANT LOCATED 25 FEET SOUTHEAST OF MAIN BUILDING ENTRANCEAND 175 FEET SOUTH OF NORTHEAST CORNER PUBLIC WORKS BUILDING.ELEVATION=1023.67BM 2TOP OF NORTHEAST BOLT OF HYDRANT W/ CHISELED X LOCATED ON NORTH SIDE OFUNIVERSITY AVENUE, SOUTHEAST OF PUBLIC WORKS BUILDING AT APPROXIMATELY 815 FEETWEST OF CENTERLINE OF 6TH STREET.ELEVATION=1013.13TBMBURY BOLT ON HYDRANT LOCATED APPROXIMATELY 75 FEET SOUTH OF THE CENTERLINE OFTHE NORTHERNMOST ENTRANCE TO THE CEMETERY.ELEVATION = 1012.37VICINITY MAPSCALE: 1" = 1,000'COPYRIGHT 2015 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVSHEET INDEX:C-001COVER SHEETC-002PHASING PLANC-101DEMO PLANC-201 - C-202LAYOUT PLANC-301 - C-302GRADING PLANC-401 - C-402UTILITY PLANC-403 - C-404CULVERT PLANSC-405PUMP STATION PLANC-501 - C-502LANDSCAPE PLANC-503SEEDING PLANC-601DETAILS SHEETC-701SWPPPUTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FORCONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEENAND EXISTING UTILITY AND PROPOSED CONSTRUCTION.3.CONTRACTOR SHALL USE O-RING GASKET JOINTS FOR STORM SEWER AND SANITARY SEWER AT CROSSINGS WITH WATER WHERE STORM OR SANITARYSEWER CROSSED OVER OR LESS THAN 18 INCHES BELOW WATER. O-RING GASKET JOINTS SHALL BE EXTENDED UNTIL WATER AND SEWER ARE AT LEAST 10FEET APART. ALL O-RING GASKET JOINTS SHALL BE CONSIDERED INCIDENTAL TO BID.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455M:\LAND PROJECTS 2014\140455\DWG\C0 COVER.DWG1/12/2016 3:23:47 PM UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTC-001CIVIL INFOSHEETSPECIFICATIONS NOTES:1.IN THE EVENT OF A DISCREPANCY BETWEEN THE WAUKEE TRANSPORTATION CENTER PROJECT SPECIFICATIONS AND: CITY OF WAUKEE REQUIREMENTS ANDSPECIFICATIONS, PLUMBING CODE, AND URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENT (SUDAS 2013), THE CITY OF WAUKEE STANDARDSPECIFICATIONS SHALL GOVERN.2.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOTCONTACTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.3.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANYCHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.STAKING NOTES:1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING (INCLUDING ALL PEDESTRIAN FACILITIES) DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR.2.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.PAVEMENT SAWCUT NOTES:1.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO DAVID BENTZ, BISHOP ENGINEERING (515-276-0467 OR DBBENTZ@BISHOPENGR.COM) PRIOR TOANY PCC PAVEMENT INSTALLATION.2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED PLAN.3.LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE 'L-1' OR 'L-2' OR TYPE 'KT-1' OR 'KT-2'JOINTS AND HAVE STEEL. INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DO NOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' ORTYPE 'K' JOINTS.4.ALL TRANSVERSE JOINTS IN TYPE 1 AND TYPE 2 PAVEMENT TYPES SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'SWORK JOINT.5.ALL TRANSVERSE JOINTS IN TYPE 3 PAVEMENT TYPES SHALL BE SUDAS TYPE 'CD' JOINTS.SOILS REPORT:-REFERENCE ALLENDER BUTZKE SOILS REPORT FOR ADDITIONAL SOILS INFORMATIONINCLUDING BUT NOT LIMITED TO SUBGRADE INFORMATION, FOOTING DESIGN, PAVEMENTTHICKNESS RECOMMENDATIONS, AND ANY POSSIBLE OVER EXCAVATION DUE TO POOR SOILS.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS STANDARD SPECIFICATIONS. THE CITYOF WAUKEE DEVELOPMENT SERVICE DEPARTMENT MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK AND PRIOR TO ANY WEEKENDOR HOLIDAY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING WAUKEE DEVELOPMENT SERVICES DEPARTMENT 1 WEEK PRIOR TO ANY PLANNED WORKTO SCHEDULE A PRE-CONSTRUCTION MEETING.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THECONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERSREPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OFNATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THEEND OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAYUNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITESFOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.ALL MONUMENT SIGNS ARE SUBJECT TO REVIEW BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.18.ANY PROPOSED CHANGES TO THE APPROVED PLAN SET DURING CONSTRUCTION MUST RECEIVE WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENTSERVICES DEPARTMENT AND DESIGN ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOTRECEIVED WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.19.CONTRACTOR SHALL PROVIDE THE CITY OF WAUKEE ENGINEERING DEPARTMENT WITH A LIST OF QUANTITIES FOR SCHEDULING INSPECTION PURPOSES.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREASSHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGNOFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.DETECTABLE WARNING PANELS CALLED OUT ON PLANS SHALL BE PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALLHANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODESSHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.6.ALL PAVEMENT REPLACEMENT SHALL COMPLY WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.4.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE AND LOCATIONS SHALL BE NOTED ON AS-BUILT DRAWINGS.5.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD. ALL FLARED END SECTIONS SHALL HAVE A 3' WIDE CLAY WATERSTOP (SUDASSW-105).6.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.7.ALL STRUCTURE SIZES CALLED OUT ON PLANS ARE MINIMUM INSIDE WALL DIMENSIONS.8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THEWATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES, ALL SANITARY MANHOLES SHALL BE VACUUM TESTED. ALL SANITARY ANDSTORM LINES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY SHALL WITNESS ALL CLEANING AND TELEVISING, COPIES OF THE REPORTS AND VIDEOSSHALL BE PROVIDED TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT.10.ALL UTILITIES SHALL BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TESTING.11.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.12.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.13.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.14.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.15.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFYTHE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.16.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.17.FIRE HYDRANT ASSEMBLY SHALL INCLUDE TEE, BRANCH, VALVE & HYDRANT AND A STORZ CONNECTION.18.ANY AND ALL HYDRANT AND VALVE EXTENSIONS, TOGETHER WITH VERTICAL BENDS, SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. NOADDITIONAL PAYMENT WILL BE PROVIDED FOR INCIDENTAL ITEMS.19.ALL UTILITY CONNECTIONS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT.PAVEMENT THICKNESS NOTES:1) SEE NOTES AND DETAILS FOR PAVEMENT THICKNESSES ON LAYOUT PLANS.SWPPP & TOPSOIL NOTES:1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JAMESRODEMYER (515-276-0467) FOR A COPY OF THE SWPPP.2.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALLENDER BUTZKE ENGINEERS (515-252-1885) WHENTOPSOIL HAS BEEN PLACED / RE-SPREAD ON SITE. ALLENDER BUTZKE WILL THEN INVESTIGATE AND PROVIDEWRITTEN VERIFICATION TO THE OWNER THAT AT LEAST 8" OF TOPSOIL HAS BEEN PLACED IN ALL PERVIOUSAREAS OF THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF HAULING IN ADDITIONAL TOPSOILIN AREAS THAT ARE DEFICIENT. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ADDITIONAL COSTS FORSUBSEQUENT TOPSOIL DEPTH TESTING PERFORMED BY ALLENDER BUTZKE IF SITE IS FOUND TO BE DEFICIENT.3.UPON COMPLETION OF TOPSOIL VERIFICATION BY ALLENDER BUTZKE, THE OWNER SHALL PROVIDE SIGNED,WRITTEN VERIFICATION TO THE CITY OF WAUKEE THAT TOPSOIL REQUIREMENTS HAVE BEEN MET.DETENTION BASIN AS-BUILTS:THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF AS-BUILT TOPO OF ALL DETENTIONPONDS & DETENTION POND STORM SEWER. CONTRACTOR SHALL CONTACT BISHOPENGINEERING (DAVID BENTZ AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IFDETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLEFOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.AS-BUILTS WILL INCLUDE:-TOPO SURVEY-VERIFY RESTRICTOR PLATES-CAPACITY VOLUME CALCULATIONS-STORM SEWER RIM AND INVERT AS-BUILTS AROUND PONDS.**CONTRACTOR SHALL CONTACT BISHOP ENGINEERING FOR POND AS-BUILTS AFTER TOPSOILRESPREAD AND BEFORE SEEDING HAS TAKEN PLACE**AFTER DETENTION BASINS HAVE BEEN AS-BUILT AND APPROVED, BISHOP ENGINEERING SHALLPROVIDE A SIGNED CERTIFICATION STATEMENT TO THE CITY OF WAUKEE INDICATING THATFACILITIES WERE CONSTRUCTED AS DESIGNED.DETENTION BASIN INSPECTION AND MAINTENANCE REQUIREMENTS:ADEQUATE ACCESS MUST BE PROVIDED FOR ALL DETENTION FACILITIES FOR INSPECTION, MAINTENANCE, AND LANDSCAPING UPKEEP,INCLUDING APPROPRIATE EQUIPMENT AND VEHICLES.TYPICAL MAINTENANCE ACTIVITIES FOR DETENTION AREAS & RESTRICTOR PLATES INCLUDE BUT ARE NOT LIMITED TO:ACTIVITY SCHEDULE MOWING OF GRASSWEEKLY DURING SUMMER MONTHS PRUNING AND WEEDING TO MAINTAIN APPEARANCEAS NEEDED REMOVE TRASH AND DEBRIS AS NEEDED INSPECT INFLOW POINTS FOR CLOGGING.REMOVE ANY SEDIMENT. AS NEEDED INSPECT RESTRICTOR PLATEREMOVE TRASH AND DEBRISSEMI-ANNUALLYREMOVE ANY SEDIMENTSEMI-ANNUALLY INSPECT GRASS CHANNELS FOR EROSION OR GULLYING. RE-SEED OR SOD AS NECESSARY. SEMI-ANNULLY TREES AND SHRUBS SHOULD BE INSPECTED TO EVALUATE THEIR HEALTHAND REMOVE ANY DEAD OR SEVERELY DISEASED VEGETATION. SEMI-ANNULLYNOTES:1. AN OPERATION AND MAINTENANCE PLAN SHOULD BE PREPARED PRIOR TO PLACING THE BASIN INTO OPERATION.2. FOLLOWING CONSTRUCTION, INSPECT THE BASIN MONTHLY, AS WELL AS AFTER EVERY MAJOR STORM TO ENSURE THE BASIN ISDRAINING AS DESIGNED.3. INSPECT ANNUALLY OR SEMI-ANNUALLY FOR SETTLING, CRACKING, EROSION, LEAKAGE, TREE GROWTH ON THE EMBANKMENTS,CONDITION OF THE INLET AND OUTLET CHANNELS, SEDIMENT ACCUMULATION IN THE BASIN BOTTOM, AND THE CONDITION OF THE GRASSTURF.4. DO NOT MOW WHEN THE GROUND IS WET TO AVOID COMPACTION OF THE BOTTOM SOILS.5. REMOVE TRASH AND DEBRIS AT LEAST TWICE A YEAR, OR MORE OFTEN AS NECESSARY.MONUMENT AND BUILDING SIGNAGE:-CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL SIGN PERMITS PRIOR TO INSTALLATION OF ANY GROUND ORBUILDING SIGNAGE AND SHALL ENSURE COMPLIANCE WITH ALL CITY REGULATIONS.WETLAND NOTES:1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. ITIS THE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THEPROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENTOF CONSTRUCTION ACTIVITIESPRELIMINARYNOT FOR CONSTRUCTIONCONTRACT BUYER:WAUKEE COMMUNITY SCHOOL DISTRICT560 SOUTHEAST UNIVERSITY AVENUEWAUKEE, IOWA 50263PREPARED FOR:WAUKEE COMMUNITY SCHOOL DISTRICT560 SOUTHEAST UNIVERSITY AVENUEWAUKEE, IOWA 50263PREPARED BY/PROJECT MANAGER:BISHOP ENGINEERINGATTN: JOEL JACKSON3501 104TH STURBANDALE, IA 50322PH: (515) 276-0467
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][][][][][][][][][][]DDSYYYWVWVSSCODWAREHOUSE FACILITYFOOTPRINT = 16,822 SFFF = 1004.00FOMAINTENANCE FACILITYFOOTPRINT = 11,354 SFFF = 1005.50Y6TH STREETT T120' FUTURE ROWFUEL CANOPY(REF ARCH)FOOTPRINT = 1,662 SFW12"W12"W12"W12"W12"W12"W12"W12"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OW8"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W
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W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"
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ST 36"ST 36"
ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"
ST 36"
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24
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O/E O/EO/EO/EO/EO/EO/EO/EO/EO/EF/OF/OF/OO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/ECATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV CATV
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TELE6TH STREET
(PUBLIC STREET-CONC. SURFACE)(PUBLIC STREET-ASPHALT SURFACE)UNIVERSITY AVENUETELTELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE35' BUILDING SETBACK LINE35' BUILDING SETBACK LINE
ST15"II30' BUILDING SETBACK LINE & LANDSCAPE BUFFER30
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BUFFERGGG IIIIIIIIIIIIIIIIIIST6"ST 6"ST 6"
ST 6"ST 6"ST6"TPHASE 1 ACCESS PATHPHASE 1 ACCESS PATHPHASE 2FUTURE BUSPARKINGFUTURE CARPARKINGFUTURE UNIVERSITYAVE ALIGNMENTPHASING NOTES:PHASE 1:1.PHASE ONE PAVING ALONG THE ACCESS PATH SHOWNMUST BE COMPLETED AND OPEN TO TRAFFIC PRIORTO PHASE 2 STARTING. THIS INCLUDES BUT NOTLIMITED TO ALL CONSTRUCTION NECESSARY FOR THISPHASE: GRADING, UTILITY WORK AND PAVINGINCLUDING 28 DAY CURE TIME.PHASE 2:1.PHASE TWO INVOLVES THE CLOSING OF UNIVERSITYAVE FOR THE INSTALLATION OF THE BOX CULVERTAND ASSOCIATED WORK. MARKED DETOUR MUST BEIN PLACE PRIOR TO ROAD CLOSING. ROAD CAN BECLOSED FOR A MAXIMUM OF 10 WEEKS.2.CONTRACTOR SHALL NOTIFY CITY AND PUBLIC WORKSSTAFF A MINIMUM OF 2 WEEKS PRIOR TO THE CLOSINGOF UNIVERSITY AVE.3.A PRE-NOTIFICATION MESSAGE BOARD SHALL BEINSTALLED AT LEAST ONE WEEK PRIOR TO THECLOSURE OF UNIVERSITY AVE.PHASE 3:1.PHASE THREE ACCOUNTS FOR ALL REMAINDER WORKON SITE. CONTRACTOR MAY DO THIS WORK AT ANYTIME AND ONLY RESTRICTIONS ON THIS WORK ARE INTHE PROJECT SPECIFICATION FRONT ENDDOCUMENTS.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE0603060120M:\LAND PROJECTS 2014\140455\DWG\C0 PHASING.DWG1/12/2016 3:24:10 PM M4-8 24"x12"SPECIAL 48"x12"M6-1 21"x15"M4-8 24"x12"SPECIAL 48"x12"M6-1 21"x15"M4-8 24"x12"SPECIAL 48"x12"M6-3 21"x15"LRSDETOUR SIGNSDETOUR ROUTEWORK AREATRAFFIC CONTROL LEGENDTRAFFIC CONTROL PLAN:THE CONTRACTOR SHALL EMPLOY SOUND PRACTICES OF SAFETY AND TRAFFIC CONTROL. THESE METHODS AND PRACTICES SHALLINCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:1.THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH ANY AND ALL OTHER PROJECTS IN THE AREA.2.TRAFFIC CONTROL ON THIS PROJECT SHALL BE IN ACCORDANCE WITH SPECIFIC LAYOUTS SHOWN ON THESE PLANS AND PER IOWADOT STANDARD ROAD PLAN TC-252. TRAFFIC CONTROL DEVICES, PROCEDURES AND LAYOUTS SHALL BE AS PER CURRENT PART 6OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).3.ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR.4.ALL TRAFFIC CONTROL SIGNS SHALL BE PLACED AT A MINIMUM OF 2 FEET CLEAR OF THE BACK OF CURB OR OUTSIDE EDGE OFSHOULDER WHERE POSSIBLE.5.PORTABLE MOUNTINGS FOR WARNING SIGNS MAY BE USED FOR TEMPORARY INSTALLATIONS OF 3 DAYS OR LESS.6.THE PROPOSED SIGNING MAY BE MODIFIED TO MEET FIELD CONDITIONS, PREVENT OBSTRUCTIONS AND TO ACCOMMODATECONSTRUCTION SCHEDULING UPON APPROVAL OF THE PROJECT ENGINEER.7.ORANGE SAFETY FENCE SHALL BE PLACED ENTIRELY ACROSS THE TRAVELED PORTION OF THE ROADWAY AT ALL LOCATIONS WHERETYPE III BARRICADES WITH "ROAD CLOSED" SIGNS ARE USED.8.ALL TYPE III BARRICADES SHALL HAVE TYPE 'A' LOW INTENSITY FLASHING WARNING LIGHTS. THE BACK SIDE OF THE TYPE IIIBARRICADES SHALL BE REFLECTORIZED BY A MINIMUM OF SIX YELLOW REFLECTORS, ONE AT EACH END OF EACH RAIL, OR AT LEASTONE RAIL ON EACH BARRICADE SHALL HAVE REFLECTORIZED STRIPES PROPERLY SLOPED AT EACH END. AT FULL CLOSURELOCATIONS, CONTRACTOR SHALL PROVIDE ENOUGH TYPE III BARRICADES TO COMPLETELY CROSS THE ROAD.9.LONG TERM OR PERMANENT TRAFFIC CONTROL SIGNS THAT CONFLICT WITH SPECIFIC LAYOUTS SHOWN ON THESE PLANS ARE TO BECOVERED AS DIRECTED BY THE PROJECT ENGINEER.10.SIGN WASHING SHALL BE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL AND REQUIRED AS DIRECTED BY THE PROJECT ENGINEER.11.ALL CONSTRUCTION SIGNS SHALL BE DIAMOND GRADE FLUORESCENT ORANGE OR WHITE V.I.P. SHEETING OR EQUIVALENT (IOWADOT TYPE VII SHEETING)12.THE CONTRACTOR SHALL CONTACT THE CITY OF WAUKEE TO REMOVE ALL PERMANENT STREET SIGNS CONFLICTING WITHPROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL REMOVE ALL OTHER SIGNS AS DETERMINED BY THE ENGINEER AND THEYSHALL REMAIN THE PROPERTY OF THE RESPECTIVE OWNERS. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK.13.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PERMANENT ROAD SIGNS BEFORE THE ROADWAY IS REOPENED TO TRAFFIC.THE CONTRACTOR SHALL NOTIFY THE CITY ONE (1) WEEK PRIOR TO CHANGES IN TRAFFIC PATTERNS.RC: ROAD CLOSED BARRICADES WITH ORANGECONSTRUCTION FENCING (SEE NOTES)RCA: ROAD CLOSED AHEAD SIGN ON BARRICADEC-002PHASING PLAN
W 12"W 12"W 12"W12"W12"W12"W12"W12"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OW8"W8"W8"W 8"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W
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EX CONCRETEINTAKEINLET=991.76FL(N)=987.82FL(S)=987.92O/E O/EO/EO/EO/EO/EO/EO/EO/EO/EF/OF/OF/OO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/ECATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV CATV
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APPROXIMATE LOCATIONPER CENTURYLINK MAPEX ASPHALTAPPROXIMATE LOCATION
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EX FIELD TILE DRAINFL(S)=1003.44EX FIELD TILE DRAINFL=999.94EX FIELD TILE DRAINFL=1024.47UNKNOWN PIPE DIRECTIONEX FIELD TILE DRAINFL=1224.20UNKNOWN PIPE DIRECTIONEX FIELD TILE DRAINFL=1016.67UNKNOWN PIPE DIRECTIONEX FIELDTILE DRAINFL=1005.23UNKNOWN PIPEDIRECTIONEX FIELD TILE DRAINFL=995.29UNKNOWN PIPE DIRECTIONEX FIELDTILE DRAINFL=1003.5BOTTOM FULLOF DIRTEX FIELD TILE DRAINFL=1010.72UNKNOWN PIPE DIRECTIONST15"CP 15CP 5EX STORAGE CONTAINERSEX LANDSCAPINGEX LANDSCAPING36" RCP36"CMP
36"CMPII APPROXIMATE LOCATIONPER CITY MAPFORCEMAINFORCEMAIN
APPROXIMATE LOCATIONPER MEDIACOM MAPAPPROXIMATE LOCATION
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APPROXIMATE LOCATION
PER ENVENTIS MAPG
GG APPROXIMATE LOCATIONPER ENVENTIS MAPAPPROXIMATE LOCATIONPER CITY MAPAPPROXIMATE LOCATIONPER CITY MAP36" RCPIIIIIIIIIIIIIIIIIIST6"ST6"ST6"ST6"ST6"ST6"ST 6"ST 6"
ST 6"ST 6"ST6"ST6"ST6"TRELOCATE 1,010LFEX FIBER OPTIC LINE(SEE UTILITY PLAN)RELOCATE EX HYDRANT(SEE UTILITY PLAN)REMOVE EXCMP CULVERTSAWCUT & REMOVE EXASPHALT PAVEMENTREMOVE EXCMP CULVERTREMOVE EX TREEREMOVE EX FES(PROTECT EX PIPE)REMOVE EXFIELD DRAINREMOVE EXFIELD DRAINREMOVE EXFIELD DRAINREMOVE EXFIELD DRAINREMOVE EXMANHOLE (NOTFIELD LOCATED)REMOVE EX FIELD TILEREMOVE EX FIELD TILEREFERENCE UTILITYPLAN FOR CONNECTIONTO EX FIELD TILEPROTECTEX TREESPROTECTEX TREESRELOCATE EX FIBER OPTIC RISER BOX(SEE UTILITY PLAN, COORDINATE W/ CITY OFWAUKEE PUBLIC WORKS DEPARTMENT)REMOVE WAUKEEPUBLIC WORKS SIGN& GIVE SIGN TO CITY31'55'CONTRACTOR SHALLCOORDINATE RELOCATIONOF EX GUY WIRES W/ MID AMREMOVE EX FIELD TILEPROTECT EX FIBEROPTIC RISER BOXSAWCUT & REMOVE 6"OF EX ASPHALT STREETFOR CLEAN EDGESAWCUT & REMOVE 6" OFEX CONCRETE STREETFOR CLEAN EDGEREMOVE EX WIRE FARM FENCE AS NECESSARY-CONTRACTOR SHALL COORDINGATE REMOVAL& REPLACEMENT W/ PROPERTY OWNERSAWCUT & REMOVE 6" OFEX CONCRETE PAVEMENTFOR CLEAN EDGEAPPROXIMATE LOCATION OFEXISTING 6" SUBDRAINCONTRACTOR SHALL CONNECTSUBDRAIN TO PROPOSEDSTORM SEWER SYSTEM ANDREMOVE REMAINING SUBDRAINAS NECESSARY (SEE UTILITYPLAN FOR CONNECTIONS)APPROXIMATE LOCATION OFEXISTING 6" SUBDRAINCONTRACTOR SHALL CONNECTSUBDRAIN TO PROPOSEDSTORM SEWER SYSTEM ANDREMOVE REMAINING SUBDRAINAS NECESSARYPROTECT EXBIOSWALESAWCUT & REMOVE EXSIDEWALK TO NEAREST JOINTPROTECT EX POWERPOLE, GUY WIRE,INTAKE & TELE RISERREMOVE EX BIOSWALEWITHIN DISTURBEDAREA INCLUDINGTRENCH & COMPOSTDEMO NOTES:1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITHORANGE CONSTRUCTION FENCE AT THE DRIP LINE.3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BESANDBLASTED. NO GRINDING WILL BE ALLOWED.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE0603060120M:\LAND PROJECTS 2014\140455\DWG\C1 DEMO.DWG1/12/2016 3:24:34 PM
C-101DEMO PLAN
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30' LANDSCAPE BUFFER15' FIBER OPTIC EASEMENTDSYYWVWVSCOVAN ACCESSIBLE HC SIGN(SEE DETAIL 11/C-601)D9'5" PCC WALKADA RAMP& LANDING9
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1
PAVEMENT TYPE 15" PCC WALK BEHIND CURB(SEE DETAIL 4/C-601)5" PCC WALK BEHIND CURB(SEE DETAIL 4/C-601)24'WAREHOUSE FACILITYFOOTPRINT = 16,822 SFFF = 1004.006' BLACK VINYL CHAINLINK FENCE IN SIDEWALK(SEE DETAIL 8/C-601)R44'R166.83'R150'R50'R3'5" PCC WALK5" PCC WALK5" PCC WALKTURNED DOWN WALK(SEE DETAIL 5/C-601)5" PCC WALK6' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 10/C-601 )HC SIGN(SEE DETAIL 11/C-601)R25'R150'6'10.1'FOTRAFFIC SIGN #1TRAFFIC SIGN #2 & #3TRAFFIC SIGN#2 & #3TRAFFIC SIGN #2 & #4INSTALL TRAFFIC SIGN #2 & #4400' NORTH OF CROSSING6" WIDE WHITECROSSWALKSTRIPESADA RAMP& LANDING6" WIDE WHITECROSSWALKSTRIPES5" PCC WALK12SF DETECTABLEWARNING PANELS5" PCC WALK6TH STREET 4" WHITE PAVEMENT MARKINGS (TYP)R20'6' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 10/C-601)R100'PROPOSED CONDENSER(REF. MECH. PLANS)TRASH ENCLOSURE(REF. ARCH. PLANS)TPROPOSED TRANSFORMERPAD W/ MOAT, COORD. W/MIDAMERICAN(SEE DETAIL 18/C-601)70' PUBLICSIDEWALK EASEMENT15' FIBER OPTIC EASEMENTFUEL TANK STORAGE ENCLOSUREW/ 12,000 GAL DIESEL TANK &6,000 GAL UNLEADED TANK(REF ARCH)FUEL CANOPY(REF ARCH)FOOTPRINT = 1,662 SFPAVEMENT TYPE 2UNDER CANOPY20' PUBLIC STORMSEWER EASEMENTR25'R2
5
'JOINT FUEL FACILITYACCESS EASEMENTADA RAMPADA LANDINGADA LANDINGADA LANDING30' GATE W/ KNOXSWITCH (REF ARCH &ELECTRICAL PLANS)12SF DETECTABLEWARNING PANELS6" WIDE WHITECROSSWALKSTRIPES W/DURABLE PAINTADA RAMP& LANDING26'30' BUILDING SETBACK250' DETENTIONEASEMENT12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
W8"W8"W8"W 8"W 8"W 8"W8"W8"W8"W 8"W 8"W 8"W 8"
W 4"W4"STST 36"ST 36"ST 36"ST 36"ST 36"ST36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"
ST
24
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ST
24
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O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
O/E
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
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CCCG 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"ACQUISITION PLATWIDTH VARIES(BOOK 2008, PAGE 14487)TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
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35' BUILDING SETBACK LINE
ST15"ST30' BUILDING SETBACK LINE & LANDSCAPE BUFFER30' BUILDING SETBACK LINE & LANDSCAPE
BUFFERST6"6"ST 6"ST 6"ST 6"ST 6"ST 6"TMATCHLINE #2MATCHLINE #2 MATCHLINE #2MATCHLINE #2R154'R180'PAVEMENT TYPE 22'R25'R25'26'SAN4"SAN4"SAN4"SAN4"EXBUILDINGEX CONCRETEEX ASPHALTEX STORAGE CONTAINERSST6"ST6"ST6"ST6"ST6"DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE030153060M:\LAND PROJECTS 2014\140455\DWG\C2 LAYOUT.DWG1/12/2016 3:25:01 PM
C-201LAYOUT PLANTRAFFIC SIGN NOTES:A.THESE NOTES SHALL APPLY ONLY TO SIGNS CALLED OUT WITH A TRAFFICSIGN NUMBER. FOR HANDICAP PARKING SIGNS SEE DETAIL PROVIDED ONSHEET C-601.B.ALL SIGNS SHALL BE MOUNTED ON A 2"x2" SQUARE BLACK POWDER COATEDMETAL POLE WITH A DEPTH AND HEIGHT IN ACCORDANCE WITH MUTCD. SIGNSMAY ALSO BE MOUNTED ON LIGHT POLES.C.SIGNS SHALL BE MOUNTED 7' HIGH FROM THE FINISHED GROUND GRADE TOBOTTOM OF THE SIGN.D.ALL TRAFFIC SIGNS SHALL BE PROVIDED & INSTALLED BY THE CONTRACTOR.E.TRAFFIC SIGN NUMBERS ARE FOR THE FOLLOWING SIGNS:1.STOP SIGN, MUTCD CODE R1-1, SIZE 30"x30"2.PEDESTRIAN CROSSING, MUTCD CODE W11-2, SIZE 30"x30"3.DOWNWARD DIAGONAL ARROW, MUTCD CODE W16-7P, SIZE 24"x12"4.AHEAD PLAQUE, MUTCD CODE W16-9P, SIZE 24"x12"55'20'26'
[][][][][][][][][][][][][][][][][][][][][][][][][][]MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1[][]DYS8R5'10'12997128820'1218202023R5'R20'R10'R20'
R10'R20'R25'R35'R25'R15'R20'R15'R20'R3'R50'R5'R10'R5'R5'R
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5" PCC WALK BEHIND CURB(SEE DETAIL 4/C-601)5" PCC WALK BEHIND CURB(SEE DETAIL 4/C-601)4" WHITE PAVEMENT MARKINGS (TYP)4" WHITE PAVEMENT MARKINGS (TYP)4"
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5" PCC WALK5" PCC WALK4' WIDE GATEVAN ACCESSIBLE HC SIGN(SEE DETAIL 11/C-601)HC SIGN(SEE DETAIL 11/C-601)MAINTENANCE FACILITYFOOTPRINT = 11,354 SFFF = 1005.50YTRAFFIC SIGN #1PAVEMENT TYPE 4TEMPORARY CONSTRUCTION& PERMANENT OVERLANDFLOWAGE EASEMENT13
'5" PCC WALK BEHIND CURB(SEE DETAIL 5/C-601)36.3'TPROPOSED TRANSFORMERPAD W/ MOAT, COORD. W/MIDAMERICAN(SEE DETAIL 18/C-601)PROPOSED CONDENSER(REF. MECH. PLANS)PROPOSED TRASHENCLOSURE(REF. ARCH. PLANS)7'6' BLACK VINYLCHAIN LINK FENCE120' FUTURE ROW6' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 10/C-601)TAPER OUT CURBHEIGHT (SEEGRADING PLAN)R25'R25'30' GATE W/ KNOXSWITCH (REF ARCH &ELECTRICAL PLANS)FUTURE BUS PARKINGFUTURE CARPARKINGR5'R5'R50'W12"W12"W12"W12"W12"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/O16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W 16"
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ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"
ST 36"ST 36"
O/E O/E O/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EF/OF/OF/OO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
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TELE TELE TELE TELE TELE TELE TELEOWNER:PHILLIPS-HAMILTON INC.LOT 135' BUILDING SETBACK LINECP 15GOVERNMENT(SUBD
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)IIIIW16"GGGG G G IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIST6"ST 6"ST 6"ST 6"ST6"ST6"ST6"ST24"DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE030153060M:\LAND PROJECTS 2014\140455\DWG\C2 LAYOUT.DWG1/12/2016 3:25:06 PM
C-202LAYOUT PLAN
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30' LANDSCAPE BUFFER1004.50TC1004.00G15' FIBER OPTIC EASEMENT1010.00TC1009.50G1011.73TC1011.23G1011.60TC1011.10G1010.50TC1010.00G1016.95TC1016.45G1003.80TC1003.30G1011.10TC1010.60G1011.75TC1011.25G1013.05TC1012.55G1008.001003.50TC1003.00G1017.20TC1016.70G1004.25TC1003.75G1004.10TC1003.60G1005.50TC1005.00G1008.40TC1007.90G1005.30TC1004.80G1008.35TC1007.85G998.911000.30TC999.80G1000.50TC1000.00G1000.70TC1000.20G1001.70TC1001.20G1002.05TC1001.55G1002.38TC1001.88G1002.381002.88TC1002.38G1002.38TC1001.88G1002.05TC1001.55G1001.83TC1001.33G1001.50TC1001.00G1000.34TC999.84G1001.95TC1001.45G1001.85TC1001.35G1001.70TC1001.20G1001.50TC1001.00G1001.90TC1001.40G1001.50TC1001.00G1001.10TC1000.60G1000.75TC1000.25G1000.85TC1000.35G1000.90TC1000.40G1000.95TC1000.45G1001.00TC1000.50G1001.20TC1000.70G1001.40TC1000.90G1001.90TC1001.40G1001.50TC1001.00G1001.20TC1000.70G1000.90TC1000.40G1000.80TC1000.30G1001.05TC1000.55G1004.15TC1003.65G1004.90TC1004.40G7&*1000.60TC1000.10G1000.30TC999.80G1000.00TC999.50G999.15TC998.65G1004.15TC1003.65G1004.10TC1003.60G7&*1000.95TC1000.45G1001.75TC1001.25G1002.80TC1002.30G1003.05TC1002.55G1002.00TC1001.50G1001.20TC1000.70G1000.85TC1000.35G1000.95TC1000.45G1001.10TC1000.60G1004.10TC1003.60G1004.50TC1004.00G1005.50TC1005.00G1005.75TC1005.25G1005.50TC1005.00G1003.85TC1003.35G1010.50TC1010.00G1009.65TC1009.15G1010.15TC1009.65G1005.00TC1004.50G1012.80TC1012.30G1009.90TC1009.40G1004.50TC1004.00G1005.70TC1005.20G1011.20TC1010.70G1009.00TC1008.50G1009.90TC1009.30G1010.85TC1010.35G1004.70TC1004.20G1009.05TC1008.55G1004.40TC1003.90G1004.50TC1004.00G1009.60TC1009.10G1008.50TC1008.00G1007.50TC1007.00G1007.50TC1007.00G1003.50TC1003.00G1011.85TC1011.35G1009.50TC1009.00G1010.50TC1010.00G1003.60TC1003.10G1004.60TC1004.10G1009.50TC1009.00G1012.55TC1012.05G1009.35TC1008.85G1009.75TC1009.25G1009.70TC1009.20G1008.50TC1008.00G1011.20TC1010.70G1005.70TC1005.20G997.251007.00TC1006.50G1009.30TC1008.80G1010.50TC1010.00G1010.60TC1010.10G1011.60TC1011.10G1003.001003.001003.501002.501003.001004.001004.001002.501010.651005.401005.601004.001008.091008.191007.301007.391001.061001.351006.591008.101006.50999.09997.251001.151000.67997.34999.01999.00997.34997.251000.76999.00999.10999.091010.001001.001002.001004.001003.001003.681003.851004.001003.851004.001003.851004.001004.001004.001004.00TC1003.50G1003.001003.501003.25TC1002.75G1.5%1003.51012.00TC1011.50G1014.90TC1014.40G1015.15TC1014.65G1001.44998.40TC997.90G998.151010.00999.39TC998.89G999.39TC998.89G999.15TC998.65G999.15999.24999.24999.15998.00997.34997.91998.40TC997.90G998.00997.911001.611001.521001.521001.611001.52TC1001.02G1001.76TC1001.26G1000.0999.0998.001000.09998.09997.25997.341003.51003.751.5%
1.5%
1.5%
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1.5%
1.5%1002.111.5%
1.5%1002.88TC1002.38G1002.88TC1002.38G1004.001003.921003.921003.921003.501003.77 EX1003.37 EX1006.95TC1006.45G1005.98TC1005.48GDSYYWVWVSCOD1009.001009.001008.911011.03 EX1010.98 EX1011.08 EX1011.02 EX1011.831011.771010.941010.891.5%1000.42TC999.92GWAREHOUSE FACILITYFOOTPRINT = 16,822 SFFF = 1004.00FO999.84999.926TH STREET T70' PUBLICSIDEWALK EASEMENTCONTRACTOR SHALL PROTECTEXISTING BIOSWALE AREA INTHIS AREANORMAL POOLELEVATION = 988.50100-YR ELEV = 996.84100-YR ELEV = 996.84OVERTOPPINGELEV = 998.00100-YR ELEV = 1000.00OVERTOPPINGELEV = 998.4015' FIBER OPTIC EASEMENTFUEL CANOPY(REF ARCH)FOOTPRINT = 1,662 SF1003.951003.951003.7520' PUBLIC STORMSEWER EASEMENT1004.20TC1003.70G1004.15 EX1004.20TC1003.70G1004.55 EXJOINT FUEL FACILITYACCESS EASEMENT1003.001.5%999.00TC998.50G998.60998.51999.20999.19999.281001.651001.561001.53998.00997.91998.00997.916.25%1.5%1011.921011.981012.28 EX1012.46 EX1005.981006.9530' BUILDING SETBACK250' DETENTIONEASEMENT1003.601003.68W12"W12"W12"W12"W12"W 12"W12"W12"W12"W12"W12"W12"W12"
W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"
W4"W4"STST 36"ST 36"ST 36"ST 36"ST 36"ST36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"
ST
24
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24
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O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
O/E
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
CATVF/OSAN4"SAN4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SANST12"ST12"
C C C C C C C C C C C C C C C
CCCG 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"ACQUISITION PLATWIDTH VARIES(BOOK 2008, PAGE 14487)TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
35' BUILDING SETBACK LINE
ST15"ST30' BUILDING SETBACK LINE & LANDSCAPE BUFFER30' BUILDING SETBACK LINE & LANDSCAPE
BUFFERST6"6"ST 6"ST 6"ST 6"ST 6"ST 6"TMATCHLINE #2MATCHLINE #2 MATCHLINE #2MATCHLINE #21020.00TC1019.50G1017.20TC1020.82G1020.25TC1019.75G1018.65TC1018.15G1018.40TC1017.90G1020.85TC1020.35G1022.15TC1021.65G1020.85TC1020.35G1021.55TC1021.05G1020.60TC1020.10G1021.00TC1020.50GSAN4"SAN4"SAN4"SAN4"EXBUILDINGEX ASPHALTEX STORAGE CONTAINERSST6"ST6"ST6"ST6"TOPSOIL NOTES:1.STRIP THE TOPSOIL ON ALL DISTURBED AREAS AND STOCKPILE TO MEETGENERAL PERMIT #2 REQUIREMENTS.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 8".3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING,NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL,CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH INDIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5;CONTAINING MINIMUM 3 PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE030153060GRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONEDGE OF WALK ELEVATIONTOP OF STAIR ELEVATIONBOTTOM OF STAIR ELEVATIONNOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/SM:\LAND PROJECTS 2014\140455\DWG\C3 GRADING.DWG1/12/2016 3:25:35 PM
C-301GRADING PLAN
[][][][][][][][][][][][][][][][][][][][][][][][][][]MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #11003.501004.50TC1004.00G1002.00TC1001.50GDETENTION PONDNORMAL POOL=988.50100-YR=996.84FREEBOARD ELEV=997.001006.00TC1005.50G1001.64TC1001.14G1005.30TC1004.80G1001.45TC1000.95G1001.53TC1001.03G1001.48TC1000.98G1005.70TC1005.20G1006.35TC1005.85G1004.75TC1004.25G1006.25TC1005.75G1004.75TC1004.25G1005.60TC1005.10G1004.90TC1004.40G1006.00TC1005.50G1006.20TC1005.70G1005.85TC1004.35G1006.05TC1005.55G1005.75TC1005.25G1005.75TC1005.25G1006.50TC1006.00G1006.00TC1005.50G1005.50TC1005.00G1004.50TC1004.00G1013.15TC1012.65G1009.45TC1008.95G1008.00TC1007.50G1013.00TC1012.50G1013.45TC1012.95G1014.15TC1013.65G1013.25TC1012.75G1011.10G997.25997.34997.341004.00TC1003.50G997.341005.15TC1004.65G1001.85TC1001.35G1000.75TC1000.25G1001.52TC1001.02G1001.95TC1001.45G1002.05TC1001.55G1002.10TC1001.60G1002.20TC1001.70G1002.10TC1001.60G1002.61TC1002.11G1003.12TC1002.62G1003.28TC1002.78G1002.801003.50TC1003.00G1003.69TC1003.19G1003.50TC1003.00G1003.70TC1003.20G1003.16TC1002.66G1002.75TC1002.25G1002.55TC1002.05G1002.55TC1002.05G1002.46TC1001.96G1002.47TC1001.97G1002.38TC1001.88G1002.25TC1001.75G1002.05TC1001.55G1002.01TC1001.51G1002.05TC1001.55G1002.10TC1001.60G1002.75TC1002.25G1002.00TC1001.50G1003.40TC1002.90G1003.80TC1003.30G1003.95TC1003.45G1004.10TC1003.60G1004.85TC1004.35G1004.50TC1004.00G1006.00TC1005.50G1003.15TC1002.65G1003.18TC1002.68G1003.20TC1002.70G1003.25TC1002.75G1003.20TC1002.701003.00TC1002.50G1002.95TC1002.45G1002.90TC1002.40G1002.95TC1002.40G1002.95TC1002.45G1003.05TC1002.55G1002.30TC1001.80G1002.35TC1001.85G1002.40TC1001.90G1002.30TC1001.80G1002.20TC1001.70G1002.15TC1001.65G1002.20TC1001.70G1002.25TC1001.75G1001.75TC1001.25G1001.78TC1001.28G1001.75TC1001.25G1001.70TC1001.20G1001.66TC1001.16G1001.49TC1000.99G1001.44TC1000.94G1005.50TC1005.00G1013.80TC1013.30G1003.80TC1003.30G1008.501005.00TC1004.50G1004.03TC1003.53G1007.50TC1007.00G1003.70TC1003.20G1003.90TC1003.40G1005.30TC1004.80G1003.60TC1003.10G1005.00TC1004.50G1004.50TC1004.00G1008.30TC1007.80G1004.65TC1004.15G1004.10TC1003.60G1003.60TC1003.10G1008.50TC1008.00G1004.10TC1003.60G1004.21TC1003.71G1005.24TC1004.74G1003.70TC1003.20G1004.80TC1004.30G1004.90TC1004.40G986.971004.85TC1004.35G1004.95TC1004.45GFL=988.501006.50TC1006.00G1005.90TC1005.40G1011.60TC1011.10G1006.651002.201003.901003.781003.591003.921003.501004.421005.301005.301005.501005.201005.301005.201004.421003.92997.34997.25997.25997.34997.34997.00997.25997.34997.34997.34997.34997.25997.25997.25997.25996.91997.25997.34997.25997.25997.34997.34997.25997.25997.34997.341005.001004.251003.25(;1005.501005.50TC1005.00G1005.38997.001005.001005.501005.20997.00996.91992.78992.94 EX992.10 EX992.82993.15990.751005.001005.001005.001004.501003.501004.501001.00TC1000.50G1001.001005.101009.45TC1008.95G1008.42TC1007.92G1002.50TC1002.00G1011.351009.001008.751009.201002.961003.711003.191003.62TC1003.12G1003.101002.931002.881005.001003.091003.001008.171012.75[][]1006.40TC1005.90G1005.451002.101002.151002.50TC1002.00G1002.651007.92DYSEMERGENCY OVERFLOW(SEE DETAIL 20/C-601)MAINTENANCE FACILITYFOOTPRINT = 11,354 SFFF = 1005.50YTEMPORARY CONSTRUCTION& PERMANENT OVERLANDFLOWAGE EASEMENT1005.501005.38TAPER OUTCURB HEIGHT992.12 EX992.94 EX992.01 EX992.67 EX992.73 EX993.75994.35993.45993.452.0%2.0%
2.0%2.0%994.05994.05995.00 EXMATCH EX994.20 EXMATCH EX994.15 EXMATCH EXTRANSITIONCROSS SLOPETRANSITIONCROSS SLOPE1.61%4.10%5.81%2.03%
MATCH EX PAVEMENT
2.0%2.0%TRANSITIONCROSS SLOPETRANSITIONCROSS SLOPE2% CROSS SLOPE2% CROSS SLOPE2% CROSS SLOPE2% CROSS SLOPE988.97992.91 TOP BOX992.00993.25TCONTRACTOR SHALLPROTECT EXISTINGBIOSWALE AREA INTHIS AREANORMAL POOLELEVATION = 988.50100-YR ELEV = 996.84997.00996.91120' FUTURE ROW1003.65TC1003.15G1003.501003.801003.891003.60TC1003.10G1003.651003.251003.751003.701003.801012.45TC1011.95G1012.45TC1011.95G1012.20(;(;W12"W12"W12"W12"W12"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OW16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W 16"
W W W
WW W W16"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"
W12"W12"W12"W12"W12"
ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"
ST 36"ST 36"
O/E O/E O/E
O/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EF/OF/OF/OO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
C
C C C C C C C C C CCCCCCCCCCCCCCCCCCCCCCCGGGGGGGGGG4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELE TELE
TELETELETELE6TH STREET
(PUBLIC STREET-CONC. SURFACE)(PUBLIC STREET-ASPHALT SURFACE)UNIVERSITY AVENUETELEX 4" METAL POLEEX SHEDTELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE35' BUILDING SETBACK LINECP 15IIIIW16"GGGGG G G IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIST6"ST 6"ST 6"ST 6"ST6"ST6"ST6"ST24"DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE030153060M:\LAND PROJECTS 2014\140455\DWG\C3 GRADING.DWG1/12/2016 3:25:42 PM
C-302GRADING PLAN
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][][][][][][][][][]MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #130' LANDSCAPE BUFFER15' FIBER OPTIC EASEMENT160LF 24" RCP@ S=1.20%STRUCTURE #2066" FESFL=990.00DSINV=995.89REF PLUMBINGSTRUCTURE #20X66" FESFL=988.50130LF 66" RCP@ S=1.15%STRUCTURE #34SW-401 MANHOLERIM=1005.00*FL=SEE NOTES*STRUCTURE #34X24" FESFL=995.00STRUCTURE #3336" FESFL=994.00STRUCTURE #33X36" FESFL=993.5644LF 36" RCP@ S=1.00%114LF 24" RCP@ S=0.40% MINSTRUCTURE #32SW-401 MANHOLERIM=1020.40FL(W)=1016.41FL(E)=1016.31STRUCTURE #3024" SW-512 INTAKERIM=1009.00FL(N)=1005.9878LF 15" RCP@ S=9.24%77LF 15" RCP@ S=1.00%STRUCTURE #29SW-502 INTAKET/C=1012.00FL(S)=1005.21FL(W)=1005.06FL(E)=1004.96*CRITICAL CROSSING*299LF 24" RCP@ S=2.40%STRUCTURE #27SW-511 INTAKERIM=1003.00FL(NE)=998.13FL(W)=997.78FL(S)=997.53STRUCTURE #28SW-501 INTAKET/C=1003.25FL=998.59114LF 15" RCP@ S=0.40%264LF 30" RCP@ S=1.40%78LF 15" N-12@ S=1.00%STRUCTURE #23SW-506 INTAKET/C=1000.75FL(N,S)=996.21FL(NW)=995.61FL(E)=995.21STRUCTURE #26SW-502 INTAKET/C=1001.85FL(N)=996.598"x6" TEE38LF 15" RCP@ S=1.00%CONNECT TO EXWATERMAIN W/12"x8" T.S.&V.YYWVWV8" VALVE8" VALVE406LF 8" WATER6" HYDRANTASSEMBLY W/83LF LEADS*CRITICAL CROSSING*TOP SAN=992.98BOTTOM STORM=993.596" HYDRANTASSEMBLY138LF 6" WATER6"x4" TEE/):$7(5: BEND & 4" VALVEREF PLUMBING FORCONTINUATIONCOADJUST EX HYDRANT &VALVE TO PROPOSED GRADEADJUST EX HYDRANT& VALVE TOPROPOSED GRADEADJUST EX VALVE TOPROPOSED GRADEADJUST EX HYDRANT& VALVES TOPROPOSED GRADEINSTALL RELOCATEDFIBER RISER BOXADJUST RIM OF EXMANHOLE TO ELEV=1007.15-PLUG EAST OUTLET-CORE DRILL CONNECTION-ADJUST SUMP TO DIRECTFLOW TO THE WEST-FL TO MATCH EASTADJUST RIM OF EXMH TO ELEV=1010.00ADJUST EX TELE RISERTO PROPOSED GRADE(COORDINATE W/ OWNER)26LF 15" RCP@ S=2.00%STRUCTURE #22SW-501 INTAKET/C=998.40FL(N)=992.93STRUCTURE #21SW-503 INTAKET/C=998.40FL(S)=992.41FL(NW)=991.51FL(E)=991.4128LF 30" RCP@ S=1.00%CONNECT TO EXFORCEMAIN W/4"x4" TS&V115LF 24" RCP@ S=1.00%STRUCTURE #314'x4'x6" SW-513 INTAKEOPEN ALL SIDESTOP=1014.25INLET=1013.00FL(W)=TBDFL(S)=1009.20FL(E)=1008.60PRECAST 66"x30" TEEFL(W)=991.13FL(N,S)=989.38*CRITICAL CROSSING*BEND FORCEMAIN UNDERSTORM SEWER9LF 15" N-12@ S=1.00%STRUCTURE #35X36" FESFL=992.00150LF 36" RCP@ S=1.00% MINSTRUCTURE #101SW-301 MANHOLERIM=1002.50INV(S)=996.58INV(N)=994.60289LF 6" SANITARY@ S=1.20%STRUCTURE #102SW-301 MANHOLERIM=1002.60INV(W)=992.75NV(SW)=991.13INV(SE)=990.88 (INSTALL 6" PLUG)INV(S)=990.8849LF 6" SANITARY@ S=6.00%5LF 6" SANITARY@ S=4.00%CLEANOUTRIM=1003.40INV=995.69368LF 6" SANITARY@ S=1.00%6" PLUGINV=987.20MARK LOCATION W/GREEN POSTSTRUCTURE #103PUMP STATIONRIM=1003.50INV(N)=990.65INV(W)=995.50D30LF 6" N-12@ S=4.00%STRUCTURE #24NEENAH R-4996-CTRENCH DRAIN W/ TYPEQ GRATE (OR EQUAL)RIM=999.84FL=998.88STRUCTURE #24ASW-401 MANHOLERIM=1003.40FL(W)=997.68FL(N)=997.09FL(S)=996.9923LF 6" SANITARY@ S=1.00%WAREHOUSE FACILITYFOOTPRINT = 16,822 SFFF = 1004.00INSTALL 860LF RELOCATEDFIBER LINES IN 2" CONDUIT (72SINGLE MODE & 12 MULTI MODE)ADD NEW CABLE AS NECESSARY(SPLICES INCIDENTAL)FOROOF DRAIN CONNECTION(SEE DETAIL 16/C-601)FL=997.23(REF PLUMBING)618LF 4" FORCEMAIN%(1'*CRITICAL CROSSING**CRITICAL CROSSING*BEND WATER 18" MINUNDER SANITARYINSTALL O-RINGGASKET JOINTSBOTTOM SAN=992.60TOP WATER=991.00*CRITICAL CROSSING*BEND WATER 18" MIN UNDERSTORM SEWERINSTALL O-RING GASKET JOINTSBOTTOM STORM = 988.50TOP WATER = 986.90*CRITICAL CROSSING*SANITARY UNDER EXGAS & WATER MAIN*CRITICAL CROSSING**CRITICAL CROSSING*6TH STREET *CRITICAL CROSSING**CRITICAL CROSSING*T70' PUBLICSIDEWALK EASEMENTADJUST LOCATION OFINTAKE AS NECESSARYTO INSTALL OVER EXSUBDRAINAPPROXIMATE LOCATIONOF EX 6" SUBDRAINCONTRACTOR SHALLEXTEND SUBDRAIN ANDCONNECT TO STORMSEWER SYSTEM15' FIBER OPTIC EASEMENTCONNECT TO EXFIBER RISER BOXFUEL CANOPY(REF ARCH)FOOTPRINT = 1,662 SF20' PUBLIC STORMSEWER EASEMENTJOINT FUEL FACILITYACCESS EASEMENT%(1' %(1'%(1'CONTRACTOR SHALL PROTECTEXISTING BIOSWALE AREA INTHIS AREA*CRIT
ICAL
CROSS
ING*BEND FORCEMA
IN
18"MIN
UNDER
WATERBOTTOM WATER=998
.50TOP FORCEMA
IN=996
.90*CRITICAL CROSSING*BEND WATER 18" MINUNDER STORMINSTALL O-RINGGASKET JOINTSBOTTOM STORM=994.25TOP WATER=992.65*CRITICAL CROSSING*BEND FORCEMAIN 18"MIN UNDER WATERBOTTOM WATER=994.50TOP FORCEMAIN=992.9030' BUILDING SETBACK250' DETENTIONEASEMENTFIRE DEPARTMENTCONNECTIONGAS METER LOCATIONW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
W 8"W 8"W 8"W8"W8"W8"W 8"W 8"W 8"W 8"W8"W 8"W 8"
W4"W4"W4"STSTST36"ST 36"ST 36"ST 36"ST 36"ST36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"
ST
24
"
ST
24
"
ST
24
"
O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
O/E
O/E
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
CATV CATVF/OSAN4"SAN4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"12"ST12"
C C C C C C C C C C C C C C C
CCCAPPROXIMATE LOCATIONPER CITY MAP
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"ACQUISITION PLATWIDTH VARIES(BOOK 2008, PAGE 14487)24"RCP24"RCP
36"CMPNO MANHOLEFOUNDTELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
EX FORCEMAIN
EX FIELD TILE DRAINFL(S)=1003.44EX FIELD TILE DRAINFL=1010.72UNKNOWN PIPE DIRECTION35' BUILDING SETBACK LINE
ST15"ST15"36" RCP36"CMP
FORCEMAIN
30' BUILDING SETBACK LINE & LANDSCAPE BUFFER30' BUILDING SETBACK LINE & LANDSCAPE BUFFERST6"6"ST 6"ST 6"ST 6"ST 6"ST 6"TUTILITY NOTES:1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE.2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE.3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE.5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP.7.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE.PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.8.GREASE INTERCEPTOR IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUALSIZE. REFER TO PLUMBING PLANS FOR DETAILED DRAWINGS AND SPECIFICATIONS. PLUMBINGPLANS SHALL TIE INTO SANITARY SEWER AT LOCATION AND ELEVATION SHOWN ON SITE PLAN.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE030153060M:\LAND PROJECTS 2014\140455\DWG\C4 UTILITY.DWG1/12/2016 3:26:06 PM
C-401UTILITY PLANSTRUCTURE #34 STORM SEWER NOTES:1.CONTRACTOR SHALL FIELD VERIFY EXISTING 24" STORM SEWER FIELD TILE LOCATION AND ELEVATIONPRIOR TO CONSTRUCTION TO DETERMINE IF CONNECTION TO STORM SEWER IS FEASIBLE.2.CONTRACTOR SHALL PROVIDE BISHOP ENGINEERING EXACT LOCATION AND ELEVATION OF 24" STORMFLOW LINE.3.IF CONTRACTOR DOES NOT PROVIDE INFORMATION TO BISHOP ENGINEERING PRIOR TO ORDERING ANYSTRUCTURES, CONTRACTOR WILL BE RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH REMOVINGSTORM SEWER/STRUCTURES INSTALLED OR RECONSTRUCTION UNINSTALLED STRUCTURES.FIELD TILE NOTES:1.FIELD TILE EXISTS AROUND THE SITE.2.CONTRACTOR SHALL CONNECT ALL ENCOUNTERED FIELD TILE INTO THE STORM SEWER SYSTEM.3.IF ELEVATION DOESN'T ALLOW FOR THE CONNECTION TO STORM SEWER AT ALL LOCATIONS EXCEPTIONSTRUCTURE #34 NOTES ABOVE, CONTRACTOR SHALL RECONNECT UP FIELD TILE INSTEAD.4.CONTRACTOR REQUIRED TO PROVIDE AS-BUILT COORDINATES AND ELEVATION OF ALL FIELD TILE THATIS ENCOUNTERED DURING CONSTRUCTION.1-800-292-8989www.iowaonecall.comUTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.
[][][][][][][][][][][][][][][][][][][][][][][][][][]MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1[][]43LF 18" RCP@ S=1.00%STRUCTURE #100SW-301 MANHOLERIM=1003.75INV(SW)=1000.44INV(N)=1000.34D*CRITICAL CROSSING*BOTTOM SAN=998.55TOP STORM=998.00FL=988.50YCONNECT TO EXWATERMAIN W/16"x8" T.S.&V.81LF 8" WATER8"x6" TEE8" VALVE8" VALVE197LF 6" WATER6" HYDRANTASSEMBLY18LF 4" WATER: %(1' 4" VALVE%(1'& 6"x4" TEE13LF 6" WATERREF PLUMBING FORCONTINUATIONSTRUCTURE #12SW-501 INTAKET/C=1004.50FL=999.1656LF 15" RCP@ S=1.00%STRUCTURE #10SW-401 MANHOLEW/ FLAT GRATERIM=1003.25FL(NE)=998.75FL(NW)=998.60FL(SE)=998.5050LF 15" RCP@ S=1.00%STRUCTURE #10ASW-401 MANHOLERIM=1004.75FL(NW)=998.00FL(NE)=997.9094LF 15" RCP@ S=6.00%STRUCTURE #9SW-401 MANHOLEW/ FLAT GRATERIM=997.00FL(SW)=992.26FL(NE)=992.16108LF 15" RCP@ S=7.50%STRUCTURE #9X15" FESFL=984.008" VALVE872LF 8" WATERSCONNECT TO CULVERTFL(E)=988.60FL(N,S)=987.60ADJUST EX HYDRANT& VALVE TOPROPOSED GRADEADJUST EX HYDRANT& VALVES TOPROPOSED GRADEADJUST EX TELE RISERTO PROPOSED GRADEADJUST EX RISER TOPROPOSED GRADESTRUCTURE #2X24" FESFL=980.50STRUCTURE #2SW-502 INTAKET/C=1000.75FL(W)=995.15FL(N)=993.58FL(S)=993.4893LF 24" RCP@ S=13.80%152LF 24" RCP@ S=1.00%STRUCTURE #3SW-501 INTAKET/C=1002.00FL(W)=995.35FL(S)=995.10145LF 24" RCP@ S=0.40%STRUCTURE #4SW-501 INTAKET/C=1004.10FL(S)=996.18FL(E)=995.93149LF 18" RCP@ S=1.00%STRUCTURE #5SW-502 INTAKET/C=1004.50FL(W)=997.92FL(N)=997.67110LF 18" RCP@ S=0.80%STRUCTURE #6SW-401 MANHOLEW/ FLAT GRATERIM=1003.50FL(W)=998.90FL(E)=998.80200LF 18" RCP@ S=1.00%STRUCTURE #7SW-501 INTAKET/C=1008.40FL(SW)=1002.57FL(E)=1002.32STRUCTURE #8SW-505 INTAKET/C=1008.42FL(NE)=1003.00STRUCTURE #41X15" FESFL=1009.5772LF 15" RCP@ S=0.60%STRUCTURE #4115" FESFL=1010.0042LF 15" RCP@ S=1.00%ROOF DRAIN CONNECTION(SEE DETAIL 16/C-601)FL=999.17(REF PLUMBING)INV=1001.56REF PLUMBING56LF 6" SANITARY@ S=2.00%376LF 6" SANITARY@ S=1.00%FL=987.05153LF 6'Wx4'H BOXCULVERT W/ ANTI-SEEPCOLLARS @ S=1.00%SEE SHEET C-403 & C-404STRUCTURE #4224" SW-512 INTAKEW/ TYPE 5 GRATERIM=990.75FL(W)=988.7830LF 18" RCP@ S=0.40%TOP OF EX WATER MAINPER V&K PLANS985.00TOP OF EX WATER MAINPER V&K PLANS985.00TOP OF EX WATER MAINPER V&K PLANS993.00TOP OF EX WATER MAINPER V&K PLANS1002.50TOP OF EX WATER MAINPER V&K PLANS1005.00RELOCATEDHYDRANT ASSEMBLYMAINTENANCE FACILITYFOOTPRINT = 11,354 SFFF = 1005.50Y*CRITICAL CROSSING*BEND WATER 18" MINUNDER STORM SEWERINSTALL O-RING GASKETJOINTSBOTTOM STORM = 1002.00TOP WATER = 1000.40TEMPORARY CONSTRUCTION& PERMANENT OVERLANDFLOWAGE EASEMENTADJUST EX HYDRANT &VALVES TO PROPOSEDGRADE & TO AVOID CURBCONTRACTOR SHALL COORDINATEADJUSTMENT OF EX GUY WIRES-WORK TO BE DONE BY MID AMERCIANTAPPROXIMATE LOCATIONOF EXISTING 6" SUBDRAINCONTRACTOR SHALLCONNECT SUBDRAIN TOSTORM SEWER SYSTEMSTRUCTURE #4024" SW-512 INTAKEW/ TYPE 5 GRATERIM=992.00FL(W)=988.82120' FUTURE ROWCONNECT TO CULVERTFL(E)=988.75FL(N,S)=987.7517LF 18" RCP@ S=0.40%PLUG EXISTING 24"STORM WITH CONCRETEPLUGFIRE DEPARTMENTCONNECTIONCONTRACTOR SHALL PROTECTEXISTING BIOSWALE AREA INTHIS AREAGAS METER LOCATIONW12"W12"W12"W12"W12"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OW16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W 16"
W W W
WW W W16"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"
W 12"W12"W12"W12"W12"
ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"
ST 36"ST 36"EX CONCRETEINTAKEINLET=991.76FL(N)=987.82FL(S)=987.92O/E O/E O/E
O/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EF/OF/OF/OO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
C
C C C C C C C C C CCCCCCCCCCCCCCCCCCCCCCCCGGGGGGGGGG4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELE TELE
TELETELETELEAPPROXIMATE LOCATIONPER CENTURY LINK MAP6TH STREET
(PUBLIC STREET-CONC. SURFACE)(PUBLIC STREET-ASPHALT SURFACE)UNIVERSITY AVENUETELEX 4" METAL POLEEX SHEDTELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE
APPROXIMATE LOCATIONPER CENTURYLINK MAP35' BUILDING SETBACK LINECP 1536"CMPIIII
APPROXIMATE LOCATIONPER MEDIACOM MAPAPPROXIMATE LOCATION
PER CITY WAUKEE MAP
APPROXIMATE LOCATION
PER ENVENTIS MAPW16"GGGGG G G APPROXIMATE LOCATIONPER ENVENTIS MAPAPPROXIMATE LOCATIONPER CITY MAPAPPROXIMATE LOCATIONPER CITY MAPIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIST6"ST 6"ST 6"ST 6"ST6"ST6"ST6"ST24"DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
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DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE030153060M:\LAND PROJECTS 2014\140455\DWG\C4 UTILITY.DWG1/12/2016 3:26:12 PM
C-402UTILITY PLAN1-800-292-8989www.iowaonecall.comUTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.
DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
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WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455M:\LAND PROJECTS 2014\140455\DWG\C4 CULVERT.DWG1/12/2016 3:26:34 PM
C-403CULVERT-NOTES &QUANTITIESSTANDARDISSUEDREVISEDIDOT STANDARDCULVERT PLANSNOTE:POLLUTION PREVENTION PLAN INCLUDED WITHPROJECT GRADING PLANS, SEE SHEET C-701.GENERAL NOTES :1. IT IS THE INTENT OF THIS DESIGN TO CONSTRUCT A CAST IN PLACE 6' x 4' x 153' REINFORCED CONCRETE BOX CULVERT. THE NORTH HEADWALL SHALLFUNCTION AS A DETENTION BASIN CONTROL STRUCTURE, WITH A RESTRICTION DETAIL.2. THIS CULVERT SHALL BE CONSTRUCTED ACCORDING TO THE IOWA DEPARTMENT OF TRANSPORTATION SINGLE REINFORCED CONCRETE BOX CULVERTSTANDARDS, DATED APRIL 2012. SEE TABULATION FOR STANDARD CULVERT PLANS THAT APPLY.3. EXCESS CLASS 20 EXCAVATION MATERIAL SUITABLE FOR BACKFILLING SHALL BE STOCKPILED AT THE CONSTRUCTION SITE, AS DIRECTED BY THE ENGINEER.4. CLASS 20 EXCAVATION MATERIAL UNSUITABLE FOR BACKFILLING SHALL BE PLACED ELSEWHERE ON SITE.5. ALL REINFORCING BARS AND BARS NOTED AS DOWELS SUPPLIED FOR THIS STRUCTURE SHALL BE DEFORMED REINFORCEMENT UNLESS OTHERWISE NOTEDOR SHOWN.6. ALL REINFORCING STEEL SHALL BE SECURELY WIRED IN PLACE BEFORE CONCRETE IS PLACED. BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS INEITHER DIRECTION SHALL BE USED TO SUPPORT ALL REINFORCING IN ACCORDANCE WITH SECTION 2404 OF THE STANDARD SPECIFICATIONS.6. ALL REINFORCING STEEL LOCATED IN AND EXTENDING INTO THE SLAB SHALL BE EPOXY COATED.7. TWO -18" DIAMETER REINFORCED CONCRETE PIPES ARE TO BE CAST IN TEH WALLS AT THE LOCATIONS INDICATED. THE CONTRACTOR SHALL INSTALL A 4 FOOTSECTION OF PIPE. THE PIPE IS CONSIDERED TO BE INCIDENTAL TO THE STRUCTURAL CONCRETE. THE LONGITUDINAL AND TRANSVERSE BARS ARE TO BE FIELDCUT AND BENT TO PROVIDE FOR 2" MINIMUM CLEARANCE ALL AROUND THE OPENING.8. BARREL FLOOR AND HEADWALL APRONS SHALL HAVE A BURLAP DRAG FINISH. ALL OTHER SURFACES EXPOSED IN THE COMPLETED STRUCTURE SHALL HAVEA CLASS 3, SPECIAL SURFACE FINISH, PER SECTION 2403.23C OF THE STANDARD SPECIFICATIONS.9. THE CONTRACTOR IS TO VISIT THE SITE TO ENSURE THAT HE IS FAMILIAR WITH THE EXISTING SITE CONDITIONS. UTILITIES ARE INDICATED ON THE DRAWINGSTO PROVIDE GENERAL LOCATION INFORMATION ONLY. THE CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK. SHOULD ANY UNDERGROUND UTILITIES BE FOUND DIFFERENT THAN SHOWN ON DRAWINGS, THEY SHALL BE PROTECTEDIN PLACE AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.10. THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE-CALL SERVICE AT (800) 292-8989 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THEPROJECT.11. THE CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS WITH HIS WORK. BOTH REMOVAL AND RELOCATION WILL REQUIRE HIS ASSISTANCE. THISWORK SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THECONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK.12. THE CONTRACTOR SHALL BACKFILL THE PROPOSED STRUCTURE AS SHOWN ON THE PLANS, WITH COHESIVE SOILS ON THE POND SIDE OF THE STRUCTUREAND GRANULAR MATERIAL ON TEH ROADWAY SIDE.13. ESTIMATED CONSTRUCTION ITEMS AND QUANTITIES ARE FOR REFERENCE ONLY. ANY DISCREPANCY BETWEEN THE QUANTITY ESTIMATE AND THE DETAILEDPLANS, THE DETAILED PLANS SHALL GOVERN. ALL ITEMS, LISTED AND NOT LISTED, REQUIRED TO CONSTRUCT THE CULVERT AS SHOWN SHALL BE INCLUDEDWITH THIS LUMP SUM PROJECT.14. ANY AND ALL DEWATERING SHALL BE CONSIDERED INCIDENTAL TO CULVERT CONSTRUCTION.SPECIFICATIONS FOR CULVERT:CONSTRUCTION: IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2015, PLUS APPLICABLE GENERAL SUPPLEMENTAL SPECIFICATIONS, DEVELOPMENTAL SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON SHEETS C-403AND SHEET C-404 .RCB G1-12APRIL 201210-12RCB G2-12APRIL 201207-14RCB 6-4-12APRIL 2012----PHW 0-1-12APRIL 2012----PHW 0-2-12APRIL 2012----PHW 0-3-12APRIL 2012----PHW 0-4-12APRIL 2012----PHW 0-8-12APRIL 2012----ESTIMATE REFERENCE INFORMATIONPIPE PENETRATION DETAILTRAFFIC CONTROL PLAN NOTE:THE ROADWAY WILL BE CLOSED TO THRU TRAFFIC,SEE PHASING PLAN, SHEET C-002.BACKFILL DETAILS LONGITUDINAL SECTION OVER EXCAVATION SHALL BE BACKFILLED WITH APPROPRIATE MATERIAL.NO ADDITIONAL COMPENSATION WILL BE MADE.ITEM UNITTOTALEXCAVATION, CLASS 20STRUCTURAL CONCRETE (RCB CULVERT)REINFORCING STEELSUBDRAIN, 6" SLOTTEDENGINEERING FABRICREVETMENT, CLASS DSUBGRADE COMPACTIONSYCYCYCYLBLFSYTNESTIMATED CULVERT QUANTITIES1.2.3.4.5.6.7.8.ITEM NO. DESCRIPTIONITEM NO. 1.2.3.4.5.6.7.8.INCLUDES FILLING AND COMPACTING LOW AREAS AROUND PROPOSED CULVERT.---IN-PLACE QUANTITY---INCLUDES INLET RESTRICTION5&3),(/'&87REINFORCING 2" CLEAR OF RCP.PLACE #5 x 4'-4 BARS IN EACH FACEOF WALL.(Total 8 bars =36 lbs per penetration.)#5 BARS AT 18" O.C.#5 AT 18" O.C.(OPPOSITE DIRECTIONOF DOWELS - ALLAROUND, BOTH SIDES)2'12"4'#5 BARS AT 18" O.C.#5 AT 18" O.C.(ALL AROUND, BOTHSIDES)RCBCNOTE: ANTI-SEEP COLLARSHALL EXTEND 4' BEYONDCULVERT ON SIDES ANDBOTTOM AND 2' ABOVE THETOP.ALL COLD JOINTS SHALL HAVEWATERPROOFING APPLIED.WATERPROOFING SHALL BEEITHER HYDOTITE WATERSTOPOR SWELLSTOP WATERSTOPANTI-SEEP COLLAR DETAIL - PROFILESCALE = NONE12"12"C CULVERTEXISTING GROUND LINELIMITS OF CLASS 20EXCAVATIONCOMPACTED COHESIVE BACKFILL TRANSVERSE SECTION 6" SLOTTED CORRUGATEDPOLYETHYLENE PIPE ROADWAY END POND ENDCOMPACTED COHESIVE SOIL BACKFILLPROPOSED GROUND LINESUBGRADE, SEE ROAD PLANSCHAIN LINK FENCE AND PIPE RAILINGS;1. CHAIN LINK FENCE SHALL BE PLACED AT THE INLET AND OUTLET ENDS OF THE CULVERT ON THE HEADWALLS & WING WALLS.2. ALL POSTS ARE TO BE SET VERTICAL. SELECT THE BASE PLATE DETAIL SO THAT THE POSTS CAN BE REPLACED EASILY.3. THE FENCE AND POST SHALL BE BLACK, VINYL-COATED. (SEE SPECS IN PROJECT SPECIFICATIONS)4. THE HEIGHT OF THE FENCE SHALL BE 42" TALL.5. APPROXIMATELY 33 LINEAR FEET OF FENCE AT EACH LOCATION.ROADWAY PVMT - SEE SHEETS C-202 & SHEET C-601DETENTION PONDPOND OUTLET = FROST TROUGHANTI-SEEP COLLAR15'COHESIVE SOIL MIN. 15' PASTANTI-SEEP COLLARGRANULAR BACKFILL,THIS ZONECOHESIVE SOIL BACKFILL,THIS ZONE24"
12"12" MIN. SUBGRADE PREPARATION 2-6"LIFTS @ 95% STD DENSITY12" MIN. SUBGRADE COMPACTION2-6" LIFTS @ 95% STD DENSITY12" MIN. SUBGRADE PREPARATION,2-6' LIFTS @ 95% STD DENSITY ROADWAY END POND ENDCOHESIVE SOIL(TOPSOIL TOP 6")ROADWAY BASEAND TOPSOILGRANULAR SUBBASE - SEE SHEET C-601COMPACTED GRANULARBACKFILL TO TOP OFCULVERTCOHESIVE SOIL BACKFILLGRANULAR BACKFILL9.SUBDRAIN, STARTING ATGRANULAR BACKFILL WITHCAP, OUTLETTING ATHEADWALL WITH RODENTGUARD (BOTH SIDES OFCULVERT)18239446121611315,677184340175CYSHALL BE MATERIAL AS SPECIFIED FOR EMBANKMENT EROSION CONTROL.ESTIMATED AT 1.6 TONS PER CY.9.---CHAIN LINK FENCELF10.6610.INLET RESTRICTIONCUT AND FIT ANGLE IRONTO TOP AND BOTTOM OFCUVLERTFASTEN 3/8" X 4"X4" ANGLEIRONS TO WALLS WITH 3/4"DIAM. STEEL STUD CONCRETESELF-ANCHORING BOLTS, 8"O.-C.3/8" X 4" X 4" STEEL ANGLE IRON,ONE EACH WALL------* QUANTITIES FOR INFORMATION ONLY, BID LUMP SUM.SCALE = NONESCALE = NONESCALE = NONEPLACE WATER SEALANT ALONGBOTH SIDESPLANPROFILE2'2'COHESIVE SOILBACKFILL
[][]F/O F/O
F/O
F/O
F/O
F/O
F/O
F/O
W16"W16"W16"W16"W16"W16"W16"WWW8"W8"W8"W8"W8"W12"W12"W12"ST36"ST36"ST36"ST36"STST36"ST36"ST36"O/EO/EO/EO/E
O/E
O/E
O/E
O/E
O/E O/E O/E O/EO/EO/EO/EO/ECATVCATVCATVCATVCATVCATVCATVCATVC CCC C C C C CCG 4"G 4"G 4"G 4"G4"G4"G4"TELE TELE TELE TELE TELE TELE TELE TELE
TELETELETELE TELE TELE TELEII
W16"W 16"
G
G
G
G
G
GGGIIIIST24"153'125' BACK TO BACK PARAPETS14.5'14.5'3 SECTIONS @ 32' = 96
'96'-328'-913Deg. SkewTO ROAD=993.75OUTLET=986.97INLET=988.50ELEV.=997.10ELEV.=998.00ELEV.=993.25ELEV.=993.43TOP RCB=992.75TOP ROAD=993.55TOP RCB=992.88CENTERLINE ROADWAYTOP ROAD=993.40ANTI-SEEP COLLAR36' FROM INLETBOTTOM RCB=987.22TOP 16" WATER 985.00FIBER TO BE LOWERED4" GAS TO BE LOWERED18" RCP STORM CONNECTIONWEST WALL FL=988.7218" RCP STORM CONNECTIONEAST WALL FL=988.60FIBER TO BE LOWEREDTELEPHONE TO BE LOWEREDBOTTOM ROAD=992.88BOTTOM ROAD=992.73TOP RCB=992.43BOTTOM ROAD=993.08TOP RCB=992.60SLOPE = 1%DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
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frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE020102040M:\LAND PROJECTS 2014\140455\DWG\C4 CULVERT.DWG1/12/2016 3:26:41 PM
C-404CULVERT - PLAN& PROFILEPROPOSED PROFILE GRADE-UNIVERSITY AVE.LOCATION:ON UNIVERSITY AVE. OVER DRAINAGE SWALEIN THE CITY OF WAUKEE, DALLAS CO.PLAN VIEWPROFILE VIEW ALONG ȭ CULVERTREVETMENT SECTION950960980100010201010990970BANK BANK18"950960980100010201010990970UNIVERSITY AVE, W. OF 6th ST.DECEMBER 2015WAUKEE, IACONCRETE BOX CULVERT6'-0" X 4'-0" X 153'-0" REINFORCEDPLAN AND PROFILE LAYOUT6.(:PARALLEL WING HEADWALL+1.70% -2.00% +2.00% 2'2'(TYPICAL SECTION NORMAL TO ȭ CULVERT)LIMITS OF CLASS 20EXCAVATION11
;
+($':$//66.(:32' BARREL SECTION (3 REQ'D)14'6" END SECTION (2 REQ'D)
;
+($':$//66.(:32' BARREL SECTION (3 REQ'D)14'6" END SECTION (2 REQ'D)DESIGN FILL HEIGHT = 0'SETTLEMENT = EST. TO BE NEGLIGIBLE.INLETBENCH MARK:TOP OF BURY BOLT ON HYDRANT LOCATED 25 FEET SOUTHEAST OF MAIN BUILDING ENTRANCE AND 175 FEET SOUTH OFNORTHEAST CORNER PUBLIC WORKS BUILDING. ELEVATION=1023.67940930940930REVETMENT CLASS "D"ENGINEERING FABRICSEE PLANS FOR EXTENTSCLASS 20 EXCAVATIONCLASS "D" (TN)REVETMENTLOCATIONOUTLET0175TOTAL175ESTIMATED REVETMENT QUANTITIESSUMMARY OF REINFORCING STEELLOCATION5r1 x 3'-6 DOWEL BARSQUANTITY2 AT 1290 LB3 AT 3333 LB2 AT 1510 LB3 SETS AT 26 LBTOTAL (LB)TOTAL2580 LB9999 LB3020 LB78 LB15677 LBCONCRETE PLACEMENT QUANTITIESLOCATIONTOTAL (CY)* INCLUDES PARAPET AND TOP OF WINGWALL.FOOTING2 @ 5.4 = 10.83 AT 9.1 27.32 AT 4.1 = 8.246.3WALLS2 @ 2.5 = 5.03 @ 6.5 = 19.52 @ 2.9 = 5.830.3SLAB*2 @ AT 1.0 = 2.03 @ 8.8 = 26.42 @ 4.0 = 8.036.4TOTAL17.873.122.0 113.0FL=988.50FL=987.0518" RCP PIPE PENETRATION86.75' FROM INLETFL(E)=988.60FL(N,S)=987.60ANTI-SEEP COLLAR LOCATED 35' IN FROM INLET18" RCP PIPE PENETRATION75.17' FROM INLETFL(W)=988.75FL(N,S)=987.75PROPOSED 6'-0 X 4'-0 X 153'-0CAST-IN-PLACE REINFORCEDCONCRETE BOX CULVERT.LOCATED 117.29' WEST OFCTR LINE OF 6TH ST./ CP15STRUCTURE #42SEE SHEET C-402TEMPORARY CONSTRUCTION& PERMANENT OVERLANDFLOWAGE EASEMENT175 TONS CLASS"D" RIP RAP6TH STREETUNIVERSITY AVENUESTRUCTURE #40SEE SHEET C-402NEW FENCESEE SHEET C-20240'5
0
'CRITICAL CROSSINGS:1.WATER LINE UNDER CULVERT2.GAS LINE UNDER CULVERT3.FIBER OPTIC TO BE LOWERED4.FIBER OPTIC TO BE LOWERED5.TELEPHONE LINE UNDER CULVERTX12345
2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.comfrk architects + engineersTRANSPORTATION & OPERATIONS BUILDINGS1018i01C-405VEENSTRA & KIMM, INC.3000 Westown Parkway515-225-8000515-225-7848 (FAX)West Des Moines, Iowa 50266-1320800-241-8000 (WATS)M:\Projects\275270\Drawing2.dwg, 1/11/2016 3:38:52 PM, DWG To PDF.pc3
MATCHLINE #1MATCHLINE #1MATCHLINE #2MATCHLINE #2 MATCHLINE #2MATCHLINE #2 15' FIBER OPTIC EASEMENTF/OSAN4"SAN4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"ST12"ST12"ST6"ST 6"ST 6"ST 6"ST 6"ST 6"ST 6"AL1MATCHLINE #2MATCHLINE #2 MATCHLINE #2MATCHLINE #2SAN4"SAN4"SAN4"SAN4"EX BUILDINGST6"ST6"ST6"ST6"ST6"[][][][][][][][]
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][][][][][][][][][][]MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #130' LANDSCAPE BUFFER15' FIBER OPTIC EASEMENTDSYYWVWVSCODWAREHOUSE FACILITYFOOTPRINT = 16,822 SFFF = 1004.00FO6TH STREET T70' PUBLICSIDEWALK EASEMENT15' FIBER OPTIC EASEMENTFUEL CANOPY(REF ARCH)FOOTPRINT = 1,662 SF20' PUBLIC STORMSEWER EASEMENTJOINT FUEL FACILITYACCESS EASEMENT30' BUILDING SETBACK250' DETENTIONEASEMENTW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
W8"W 8"W 8"W 8"W 8"W8"W8"W8"W 8"W 8"W 8"W8"W8"
W 4"W 4"W 4"STST
ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"
ST
24
"
ST
24
"
ST
24
"
O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
O/E
O/E
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
CATV CATV
C C C C C C C C C C C C C C C C
CCG 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G
ACQUISITION PLATWIDTH VARIES(BOOK 2008, PAGE 14487)TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELEST15"TRB3RB3NS2BH3NS3CS1CS3BH1NS2ER1SS2RO7PF2PF1SS2SO1RB2PF1NS3CS2RO1ER1SB2SS5ER2CS1BH2AL3JL1WP4SW1PP3PF1SW1SH1WP4PF1SB2NS3ER1SS1SH3NS1CS3JL2JL3PF1BH4AL2AL3PP4RO2WP4SB2PF1HB3WP2PF2JL1PP3SB1PF1WP3PF2SS1PF3SS3PF1WO1WO2HB2WO3OG4RO2JL1LD3GF4GF4GF4LD3GF3LD7LD7HY8WP5BH3BH5PP4SW3HB2AL1HB1RO2SH3WP3OG9DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE0502550100M:\LAND PROJECTS 2014\140455\DWG\C5 LANDSCAPE.DWG1/12/2016 3:27:13 PM
C-501LANDSCAPEPLANSEE SHEET C-502 FOR PLANT SCHEDULE, PLANTING DETAILS, AND GENERAL NOTES.
[][][][][][][][][][][][][][][][][][][][][][][][][][][][]MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1MATCHLINE #1DYSMAINTENANCE FACILITYFOOTPRINT = 11,354 SFFF = 1005.50YTW12"W12"W12"W12"W12"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OW16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"
W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W 8"
W12"W12"W12"W 12"W12"
ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"F/OF/OF/OO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
C
C C C C C C C C C CCCCCCCCCCCCCCCCCCCCCCCCGGGGGGGGGG4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"
6TH STREET
(PUBLIC STREET-CONC. SURFACE)(PUBLIC STREET-ASPHALT SURFACE)UNIVERSITY AVENUETELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE TELECP 15W16"GGST6"ST 6"ST 6"ST 6"ST6"ST6"ST6"RO8HB1SH3AL4PF1SH1GL4SH1GL4SH1GL4HY13BH17BH73WO3HB2WO1DN1GF4BX5BX5GF7GL2GL2RB6SW2SW1RO2RO1RO1HB2HB2LANDSCAPE NOTES:1.ALL SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARDSPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SEED ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SEE SHEET C-503FOR SEED TYPES, LOCATIONS, AND APPROXIMATE EXTENTS3.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICTOCCURS.4.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERYSTOCK (ANSI Z60.1).5.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.6.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANTMATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. TAGS ARE NOT TO BE REMOVED UNTIL AFTERFINAL ACCEPTANCE OF PLANT MATERIALS.7.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUNDCOVER BEDS TO A DEPTH OF 3 INCHES, UNLESS NOTED.8.WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. CONTRACTOR TO SUBMIT WRAP TYPE FORAPPROVAL9.STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAINGUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORKOR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPEARCHITECT AND THE CITY OF WAUKEE.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEWPLANTS FOR A PERIOD OF 30 DAYS.14.ALL SHRUB PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR)AND A 3" THICK LAYER OF WASHED RIVER ROCK (1 1/2" NOMINAL SIZE).15.ALL BEDS TO RECEIVE PRE-EMERGENT WEED CONTROL AFTER ROCK IS INSTALLED.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE030153060DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.4" DEPTH SHREDDED HARDWOODMULCHSCARIFY SIDES & BOTTOM OFPLANTING PITEVERGREEN TREE PLANTING (B&B)CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADE3'-0"DO NOT PLACE MULCH INCONTACT WITH BASE OF TREEDECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL3" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)M:\LAND PROJECTS 2014\140455\DWG\C5 LANDSCAPE.DWG1/12/2016 3:27:18 PM
C-502LANDSCAPEPLANPLANTING SCHEDULELANDSCAPE REQUIREMENTS:OPEN SPACE PLANTING REQUIREMENTS TOTAL SIZE OF LOT607,583 SFTOTAL REQUIRED OPEN SPACE (20%)121,523 SFTOTAL TREES REQUIRED (1 PER 1000 SF OPEN SPACE)122TOTAL SHRUBS REQUIRED (1 PER 1000 SF OPEN SPACE)12250% OVERSTORY MINIMUM6125% EVERGREEN MINIMUM31BALANCE - ORNAMENTAL30BUFFER PLANTING REQUIREMENTS (30' WIDTH)TOTAL LENGTH OF BUFFER PLANTING 808 LFTOTAL OVERSTORY REQUIRED (2 PER 50 LF)33TOTAL EVERGREEN REQUIRED (3 PER 50 LF)49TOTAL ORNAMENTAL REQUIRED (2 PER 50 LF)33OVERSTORY TREES BETWEEN PARKING AREAS ANDPUBLIC R.O.W.: 640 LF (1 PER 40 LF) 16NOTE: INCLUDED AS PART OF OPEN SPACE REQUIREMENTSLANDSCAPE PROVIDED:OPEN SPACE PLANTING TOTAL TREES PROVIDED 12250% OVERSTORY MINIMUM6525% EVERGREEN MINIMUM32BALANCE - ORNAMENTAL25TOTAL SHRUBS PROVIDED174BUFFER PLANTING PROVIDEDTOTAL OVERSTORY REQUIRED 33TOTAL EVERGREEN REQUIRED 49TOTAL ORNAMENTAL REQUIRED 33TREES PROVIDED AROUND SOUTH POND20TOTAL TREES ON SITE237TOTAL SHRUBS ON SITE174
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[
][][][][][][][][][][][]30' LANDSCAPE BUFFER15' FIBER OPTIC EASEMENTSYYYWVWVSSCOWAREHOUSE FACILITYFOOTPRINT = 16,822 SFFF = 1004.00FOMAINTENANCE FACILITYFOOTPRINT = 11,354 SFFF = 1005.50Y6TH STREETT T70' PUBLICSIDEWALK EASEMENT15' FIBER OPTIC EASEMENTFUEL CANOPY(REF ARCH)FOOTPRINT = 1,662 SF20' PUBLIC STORMSEWER EASEMENTJOINT FUEL FACILITYACCESS EASEMENT30' BUILDING SETBACK250' DETENTIONEASEMENTO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EF/OF/OF/OO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
O/E
O/E
CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV
CATVSAN4"SAN4"SAN4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"
C C C C C C C C C C C C C C C C
CCCCCCCCCCCCCCCCCCCCCGGGGGGGGG4"G4"G4"G4"G4"G4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELE6TH STREET
(PUBLIC STREET-CONC. SURFACE)EX BUILDINGEX BUILDINGACQUISITION PLATWIDTH VARIES(BOOK 2008, PAGE 14487)(PUBLIC STREET-ASPHALT SURFACE)UNIVERSITY AVENUETELEX SHEDTELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELECP 15GGG IIIIIIIIIIIIIIIIIIIIIITDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE0502550100M:\LAND PROJECTS 2014\140455\DWG\C5 LANDSCAPE.DWG1/12/2016 3:27:24 PM
C-503SEEDING PLANHATCH LEGENDHYDRAULIC MULCH: ALL SEEDING SHALL BE HYDRO-MULCHED. WOODCELLULOSE HYDRAULIC MULCH WITH TACKIFIER SHALL BE APPLIED ATA RATE OF 2500LBS/ACRE.SEED INSTALLATION: ALL SEEDING SHALL BE INSTALLED PER SEEDSUPPLIER'S RECOMMENDATIONS FOR ESTABLISHMENT.MAINTENANCE OF NATIVE AREAS: FOLLOW SUPPLIER'SRECOMMENDATIONS FOR MAINTENANCE AND ESTABLISHMENT OF THENATIVE GRASS AREAS.DORMANT SEEDING AND ESTABLISHMENTTYPE II (NATIVE) SEED MIX INTENDED FOR DORMANT SEEDING IN FALLOF 2016. OVERSEEDING AS NECESSARY TO BE COMPLETED IN THESPRING OF 2017. ANY DISTURBED AREAS THAT ARE READY FORSEEDING OUTSIDE THE DORMANT SEED DATES (PERMANUFACTURER'S RECOMMENDATIONS) ARE TO BE STABILIZED WITHAN ANNUAL RYE COVER CROP.TEMPORARY SEEDINGANY TEMPORARY SEEDING NECESSARY TO COMPLY WITH NPDESGENERAL PERMIT NO. 2 SHALL BE SUDAS TYPE 4: URBAN TEMPORARYEROSION CONTROL MIXTURE AND BE CONSIDERED INCIDENTAL TOCONSTRUCTION.SEED TYPE II (NATIVE): UNITED SEEDS - LOW GROWNATIVE GRASS MIX (SEE SPECIFICATIONS)SEED TYPE I: - SUDAS TYPE 1: PERMANENT LAWN MIX(SEE SPECIFICATIONS)SOD - LOCALLY PRODUCED AND HARVESTED (SEESPECIFICATIONS)
DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455M:\LAND PROJECTS 2014\140455\DWG\C6 DETAILS.DWG 1/12/2016 3:27:35 PM
C-601DETAIL SHEETPVC & N-12 PIPE BEDDINGSCALE NONENYLOPLAST COUPLING(ADS CODE 1579 AG)SCH. 40 PVC TO N-12(REDUCING COUPLINGAS NECESSARY)SCH. 40 PVC ROOFDRAIN LINE (REF MECH)HDPE STORM SEWER(SEE SITE PLAN)ROOF DRAIN CONNECTION DETAILSCALE NONEBACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWGrade BreakSpecial ShapingParallel Curb Ramp: If normal sidewalkelevation cannot be achieved with theperpendicular ramp between the streetand landing due to limited ramp length,provide a parallel ramp to make up theelevation difference between thelanding and the standard sidewalk.The length of the parallel ramp is notrequired to exceed 15 feet, regardlessof the resulting slope. Do not exceed8.3% slope for parallel ramps shorterthan 15 feet.Turning Space: Target slope of 1.5%with maximum slope perpendicular to thetravel directions of 2.0%. Minimum 5feet by 5 feet.Perpendicular Curb Ramp: Targetrunning slope of 6.25% with maximumrunning slope of 8.3%.Target cross slope of 1.5% with amaximum cross slope of 2.0%.Match pedestrian street crossing crossslope or flatter.56787756889976 P.C.C.3"4.5"6"6"R 1"R 2"COMPACTEDBACKFILLNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"8" P.C.C.3"4.5"6"8"R 1"R 2"COMPACTEDBACKFILLNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"123Locate 'DW' joint at a mid-panel location between future'C' or 'CD' joints. Place no closer than 5 feet to a 'C' or'CD' joint.Place bars within the limits shown under dowelassemblies.'RT' joint may be used in lieu of 'DW' joint at the end ofthe days work. Remove any pavement damaged due tothe drilling at no additional cost to the ContractingAuthority.4Saw 'C' joint to a depth of T/3.675Bar supports may be necessary for fixed form paving toensure the bar remains in a horizontal position in theplastic concrete.Sawing or sealing of joint not required.The following joints are interchangeable, subject to thepouring sequence: 'BT-1', 'L-1', and 'KT-1' 'KT-2' and 'L-2' 'KT-3' and 'L-3'12" to 34''Top of PavementSealantSECTION A-A(Detail at Edge of Pavement)DETAIL CJoint Sealant Material14
116'' Saw Cut1 14
14'' Saw Cut14
18''Crack orJoint LineAAPavement EdgeSee Detail C THole Diameter 18''Larger than Dowel818'' Long 3/4" Dowelat 12'' Centers9'' min.9'' min.'RD'ABUTTING PAVEMENT JOINT8Edge with 1/4 inch tool for length of joint indicated ifformed; edging not required when cut with diamondblade saw. Remove header block and board whensecond slab is placed.T/2TSee Detail A or BT30'' Long Tie Barat 12'' Centers321'C'CONTRACTION JOINT'DW'DAY'S WORK JOINT(Non-working)5730'' Long #4 BarsSee Detail ESee Detail D-1 or D-276'KT-1'ABUTTING PAVEMENT JOINT - KEYWAY TIE'L-1'CONTRACTION JOINT14
116'' Saw CutJoint Sealant Material14
18''Saw Cut4AACrack orJoint Line18'' to 516'' Saw CutJoint Sealant Material14
18''1 14
14''Crack orJoint LineAADETAIL B(Saw cut formed by approved early concrete sawing equipment.)DETAIL A(Saw cut formed by conventional concrete sawing equipment.)at 30'' Centers36'' Long #4 Barsat 30'' CentersT/21'' + 14'' or - 18''1"2"DETAIL ECrack orJoint Line714''Crack orJoint Line714''Joint Sealant Material18
116'' Saw Cut14
116'' Saw CutDETAIL D-1DETAIL D-213(Required when the Department of Transportationis not the Contracting Authority, or whenspecified in the contract documents)(Required when the Department of Transportationis the Contracting Authority, or whenspecified in the contract documents.)TYPE 2 PAVEMENT SECTIONSCALE NONETYPE 1 PAVEMENT SECTIONSCALE NONEJOINTING DETAILSSCALE NONECURB RAMP DETAILSSCALE NONECURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE5" PCC WALK12"SLOPE PER PLANS 1.5% MAX CROSS SLOPEFINISH WITH 3/4" RADIUS TOOLROADWAY PAVEMENT6"24" MIN(DIRECTION SHOWN ON GRADING PLANS)VARIESSEALED 'E' JOINTSEE DETAIL A &NOTESSEE PAVEMENTSECTION FORSUBGRADE SECTION1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"BUILDING WALL(WHEREAPPLICABLE)SEALED 'E' JOINTSEE DETAIL A &NOTES1" NOMINALIF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUEROCK UNDER SIDEWALK PAVEMENTAT SAME DEPTH AND TYPE.NOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.SIDEWALK BEHIND CURB DETAILSCALE NONE4C-6012C-6011C-60112C-60113C-60115C-6016C-60116C-601TURNED DOWN WALK DETAILSCALE NONE5C-601CURB & GUTTERSEE OTHER DETAILSPARKING LOT PAVEMENT3"5"1/2" EXPANSION JOINT5" PCC SIDEWALKSLOPE PER GRADING PLAN, 1.5% DESIGN, 2% MAXSIDEWALK DETAILSCALE NONE7C-601FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLAN5" PCC (UNLESS NOTED OTHERWISE)NOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE8" P.C.C.3"4.5"6"8"R 1"R 2"COMPACTEDBACKFILLNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN2. INSTALL CD BASKETS AT ALL TRANSVERSE JOINTS.2. SLIP FORM PAVER MUST BE USED FOR ALL PAVEMENT OF THIS TYPE.12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"TYPE 3 PAVEMENT SECTIONSCALE NONE3C-601FENCE IN MOW STRIP BEHIND CURB DETAILSCALE NONE9C-601PER FENCEMANUFACTURER6"SIDEWALKNOTES:1. CONTRACTOR MUST PLACEFENCE POST PRIOR TO SIDEWALKINSTALLATIONSEE LAYOUT PLANFOR WIDTHFENCE IN SIDEWALK DETAILSCALE NONE8C-6011" FOAM BETWEEN POLE& CONCRETESEAL FOAM W/ GRAYMASTIC JOINT SEALANT1/2" EXPANSION JOINTPER FENCEMANUFACTURER1" FOAM BETWEEN POLE& CONCRETESEAL FOAM W/ GRAYMASTIC JOINT SEALANT6"4"15" OR 24"SEE PLANSHANDICAP PARKING SIGN DETAILSCALE NONE11C-60160"48"INSTALL POLE 1' FROM EDGEOF SIDEWALK CENTERED ONSTALL. DIRECT BURY POLE 4'MIN INTO GROUNDMUTCD R7-8a OR R7-8b (VAN ACCESSIBLE)SIGN IN LOCATIONS CALLED OUT ON PLANS2"x2" SQUARE BLACK POWDERCOATED STEEL POLEMUTCD R7-8 (RESERVEDPARKING) SIGNNORMAL POND ELEVATIONPOND BOTTOM41'100-YEAR ELEVATION3'1'10'24" MIN DEPTHCLAY LINER1.5'2.5'1'SUDAS TYPE 3 TRMFROM 1' BELOW NORMALPOND TO 1' ABOVETRM SHALL BE EARTH ANCHOREDTRM INSTALLATION NOTES:1.TURF REINFORCEMENT MAT (TRM) SHALL BE INSTALLEDIMMEDIATELY AFTER GRADING IS COMPLETED AND PRIORTO THE FILLING OF THE POND. THE CONTRACTOR ISRESPONSIBLE FOR COORDINATING SAID WORK.2.IF TRM IS NOT INSTALLED PRIOR TO POND FILLING, THECONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELYDRAINING THE POND IN ORDER TO INSTALL THE TRM. NOADDITIONAL COMPENSATION WILL BE PROVIDED FOR THISWORK.3.SUDAS TYPE 3 TRM SHALL BE EARTH ANCHORED.DETENTION POND CROSS SECTIONSCALE NONE14C-601FENCE IN MOW STRIP DETAILSCALE NONE10C-601PER FENCEMANUFACTURER1" FOAM BETWEEN POLE& CONCRETESEAL FOAM W/ GRAYMASTIC JOINT SEALANT6"4"6"TOP HINGE 6:,1* BOTTOM HINGE 6:,1* 12"-18" DIA.CONC. FOOTINGSCLASS 5, (1-1/2SACK)NOTES:1. FENCE FABRIC SHALL BE SECURED TO GATEFRAMES WITH KNUCKLED SELVAGE ALONG ALL EDGES FOR ALL TYPES CHAINLINK FENCE INSTALLATIONS.2. REFER TO SPR STANDARD SPECIFICATION -SECTION 02830 FOR ALL PIPE SIZING, WIRE FABRIC GAUGES, FOOTING SIZES & OTHERAPPLICABLE INFORMATION.3. ALL CONCRETE FOOTINGS AROUND POSTS ATGROUND LINE SHALL BE MOUNDED & SLOPED FOR POSITIVE DRAINAGE.TYPICAL PEDESTRIAN GATELOCKABLE FORKLATCH (TYP.)HEAVY-DUTY &(VARIES) 4'-0" TYP.36"6' HIGH
12" HIGH (BOTTOM RAIL)CHAIN LINK FENCE GATE DETAILSSCALE NONE17C-601TRANSFORMER PAD MOAT DETAILNOT TO SCALE18C-601REINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICAN STANDARDS)REFERENCE ELECTRICAL PLANSTRANSFORMER3'3'3'3'3" RIVER ROCK,SCREENEDDURAEDGE 1/8"STEEL EDGING,COLOR GREENREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICAN STANDARDS)3" RIVER ROCK,SCREENED3'2'2'3'LINE TRENCH WITH SILT FENCEFABRIC (OR OTHER SOIL FABRICWITH EQUAL OR LOWERPOROSITY)DURAEDGE 1/8"STEEL EDGING,COLOR GREENSEE SECTION DETAIL 'A'AT RIGHTSECTION DETAIL 'A'CASTING SUPPORT PAD6"X45 DEGREEBEND10'-0" MIN.18"X18"X6" THICKSQUARE CONCRETE PADPVC PIPE STUBFITTING CLEANOUTADADPTERTHREADED PLUGTERMINATION OF SERVICE LINEWYE FITTINGSANITARY CLEANOUT DETAILNOT TO SCALE19C-601414141EMERGENCY SPILLWAYCROSS SECTIONAA BOTTOMOVERFLOW FREEBOARD WIDTHELEVATION ELEVATION 100' 997.00 998.00SLOPE = 2% MINEMERGENCY OVERFLOW ELEVFREEBOARD ELEVATION6' MINEMERGENCY OVERFLOWELEVATIONEMERGENCY SPILLWAYSECTION A-ADETENTION BASIN EMERGENCY SPILLWAY DETAILSCALE NONE20C-601WIDTHTYPE 4 PAVEMENT SECTIONSCALE NONE21C-60124"12" SUBGRADE PREPARATION(IN 2 - 6" LIFTS)8" PCC6" MODIFIED SUBBASE TOMEET IOWA DOT SPEC 4123EPOXY COATED REINFORCINGSEE LAYOUT ABOVEL-1C31'12.5'12.5'L-1L-13'3'1.85'2.4'5'5'2.5'5'5'2.4'1.85'#4 LONGITUDINALTYP. OF 8#4x16' LONG @ 5' O/C#4x2.6' LONG @ 5' O/C
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[
][][][][][][][][][]30' LANDSCAPE BUFFER15' FIBER OPTIC EASEMENT[]DDSYYYWVWVSSCODWAREHOUSE FACILITYFOOTPRINT = 16,822 SFFF = 1004.00FOMAINTENANCE FACILITYFOOTPRINT = 11,354 SFFF = 1005.50YTEMPORARY CONSTRUCTION& PERMANENT OVERLANDFLOWAGE EASEMENT6TH STREETT T70' PUBLICSIDEWALK EASEMENT1
0
'10'10'10'10 TONS CLASS'D' RIP RAP10 TONS CLASS'D' RIP RAP30 TONS CLASS'D' RIP RAP15'20'INSTALL 4 FLOWTRANSITION MATS& 12'x20' SUDASTYPE 3 TRMINSTALL 4 FLOWTRANSITION MATS& 12'x20' SUDASTYPE 3 TRM15' FIBER OPTIC EASEMENTFUEL CANOPY(REF ARCH)FOOTPRINT = 1,662 SF20' PUBLIC STORMSEWER EASEMENTJOINT FUEL FACILITYACCESS EASEMENT30' BUILDING SETBACK250' DETENTIONEASEMENTW 12"W 12"W12"W12"W12"W12"W12"W12"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OW8"W8"W8"W 8"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W
W
W8"W8"W8"W8"W8"W 8"W8"W8"W8"W 8"W 8"
W 12"W12"W4"
ST 36"ST 36"
ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"
ST 36"
ST
24
"
ST
24
"
SAN
O/E O/EO/EO/EO/EO/EO/EO/EO/EO/EF/OF/OF/OO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/ECATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATV CATV
CATVF/OSAN4"SAN4"SAN4"SAN4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"ST12"
C C C C C C C C C C C C C
CCCCCCCCCCCCCCCCCCGGGGGGGG4"G4"G4"G4"G4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"TELETELETELETELETELETELETELETELETELETELETELETELE
TELE6TH STREET
(PUBLIC STREET-CONC. SURFACE)EX BUILDINGEX BUILDINGACQUISITION PLATWIDTH VARIES(BOOK 2008, PAGE 14487)(PUBLIC STREET-ASPHALT SURFACE)UNIVERSITY AVENUETELTELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE ST15"CP 15IIIIGGG IIIIIIIIIIIIIIIIII6"ST6"ST6"ST6"ST6"ST 6"ST 6"ST 6"ST 6"ST6"TAPPROXIMATE LIMITSOF SOIL DISTURBANCEAPPROXIMATE LIMITSOF SOIL DISTURBANCEAPPROXIMATE LIMITSOF SOIL DISTURBANCESILT FENCE DITCHCHECK, TYPROCK CONSTRUCTIONENTRANCEPOSSIBLE STAGING& PARKING AREACONCRETEWASHOUTTEMPORARYRESTROOMFACILITESSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
S
F
SFINLET PROTECTION,TYPINLET PROTECTION,TYPINLET PROTECTION,TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE DITCHCHECK, TYPSILT FENCE DITCHCHECK, TYPPOSSIBLE TOPSOILSTOCKPILE LOCATIONSFSFSF
SF
SF
SFSF
SF
S
F
SF
SF SF
SF
SF
SF
SF
SF
SF SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF1,450 SY EARTHANCHORED SUDASTYPE 3 TRMSF
SF SF SF SF SF
SFSFFINAL DISCHARGE LOCATIONDOWNSTREAM RECEIVINGWATERWAY: SUGAR CREEK235 SY SUDASTYPE 2 TRM390 SY SUDASTYPE 2 TRMSILT FENCE, TYPSILT FENCE, TYPSFSFSFSFSFSFSFSFSF SF
SF
SF
SF
SF SFSFDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers
DESIGN & DEVELOPMENT
TRANSPORTATION & OPERATIONS BUILDINGS
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018i01FEBRUARY 2016BE PROJECT #140455GRAPHIC SCALE0603060120EROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FORALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE.ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDEREDINCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT ANDWILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARYDEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDESGENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATETHE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARY TOCOMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TOCONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORMSEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING ISCOMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT THAT MEETS THE EPA STORM WATER BEST MANAGEMENTPRACTICES DURING ALL CONCRETE WORK.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.CONTRACTOR SHALL PROVIDE PARKING AREA FOR ALL CONSTRUCTIONTRADES ON SITE FOR THE DURATION OF SITE AND BUILDING CONSTRUCTION.PARKING IS NOT PERMITTED ON ANY PUBLIC ROADS. POSSIBLE LOCATIONSHOWN ON PLAN.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.DISTURBED AREA:1.DISTURBED AREA = 24 ACRES MORE OR LESS2.SEDIMENT STORAGE REQUIREMENTS = 3,600 CF/ACRE DISTURBED.3.SEDIMENT VOLUME REQUIRED = 86,400 CF4.SEDIMENT STORAGE VOLUME PROVIDED = 86,500 CF-PROVIDED IN BOTTOM 4-FEET OF DETENTION POND (ELEV 977 TO 981)SEEDING NOTES:1.SEE SEEDING PLAN (SHEET C-503) FOR ALL SEEDING REQUIREMENTS2.ANY TEMPORARY SEEDING NECESSARY TO COMPLY WITH NPDES GENERALPERMIT NO. 2 SHALL BE SUDAS TYPE 4: URBAN TEMPORARY EROSIONCONTROL MIXTURE AND BE CONSIDERED INCIDENTAL TO CONSTRUCTION.NOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.GROUND LINEENGINEERING FABRIC21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILLDETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGM:\LAND PROJECTS 2014\140455\DWG\C7 SWPPP.DWG1/12/2016 3:28:03 PM
C-701SWPPP