HomeMy WebLinkAbout2019-08-05-J08 Kwik Star_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: August 5, 2019
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Kwik Star
(855 SE Alice’s Road)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Kwik Trip, Inc. request approval of a site plan to allow for
the construction of Kwik Star convenience store and car wash. The site plan
identifies the proposed building as being approximately 9,175 square feet in
area. The site plan also includes a fuel canopy and fuel pumps to the south of
the proposed building. The subject property is locate north of SE University
Avenue and east of SE Alice’s Road.
The applicant has provided elevations for the proposed building on the site,
which meets the intent of the architectural guidelines within the Site Plan
Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the July 23, 2019 Commission Meeting and recommended
approval subject to remaining staff comments:
Approval of a Site Plan for Kwik Star (855 SE Alice’s Road)
City Planner, Melissa DeBoer, introduced the request for approval of a preliminary plat, final plat, and
site plan for Kwik Star, as submitted by the applicant Kwik Trip, Inc. The subject property is located
north of SE University Avenue and east of SE Alice’s Road, containing approximately 2.50 acres. The
property is zoned C-1, Community and Highway Service Commercial District.
Mrs. DeBoer advised that the final plat identifies one lot, which is a piece of the existing larger lot
within the Autumn Ridge development. The project involves the construction of a Kwik Star
convenience store and car wash building that is proposed to be about 9,000 square feet in area. The site
plan also include a fuel canopy and ten fuel pumps. One full, signaled access will be provided to this
site off of SE Alice’s Road. Shared ingress/egress easements are provided along the north, east and
south sides of the property in order to provide future access to surrounding lots, once they develop.
Mrs. DeBoer advised that a total of 41 parking spaces are required and they are providing 50 spaces.
The project includes a pedestrian connection into the site from the existing sidewalk along SE Alice’s
Road. The site will be serviced with all public utilities. Storm water detention is provided with two dry
bottom detention basins located on the west side of the site. They are meeting the required 20% of
open space by providing 32%. A 30-foot wide landscape buffer is provided along the east side of the
site. Plantings are provided in compliance with the Landscape and Open Space Ordinance. The
J8
elevations of the building are proposed to be constructed of red brick with tan soldier course brick,
metal roof, stucco, and storefront system. Red brick is also provided around the bases of the gas
canopy posts. A lighting plan has been provided that is in accordance with the Site Plan Ordinance.
Staff recommended approval of the preliminary plat, final plat, and site plan subject to any remaining
staff comments and review of the legal documents.
Commissioner Hoifeldt asked about what the possibility of a future connection to Brick Drive
is. Senior Planner, Andy Kass, advised that we do not have plans to do that, but that nothing
has been submitted for those surrounding properties.
Commissioner Streit asked if they had enough queuing spaces for the car wash. Mrs. DeBoer
advised that they met the requirements.
Commissioner Koshy asked about trucks being able to get around the site. Wade Dumond,
with Kwik Trip, Inc., stated that they submitted a truck turning plan that meets the
requirements of the trucks being able to get around the entire site.
Commissioner Koshy asked if the landscape buffer will be installed with the site plan. Mrs.
DeBoer stated that it would.
Commissioner Koshy asked about lighting and how it would affect neighbors. Mr. Dumond
stated that they have submitted a lighting plan to meet the City’s requirements. Commissioner
Koshy asked if this is a 24-hour facility. Mr. Dumond stated that it is.
Commissioner Tietz asked if trash service will be an issue since it’s so close to the car wash.
Mr. Dumond stated that they would have their pickup scheduled so that it isn’t an issue.
Commissioner Ward asked if electric charging stations will be installed on site. Mr. Dumond
stated that there will not be any electric charging stations due to lack of use with other stores
that they’ve installed them at.
Commissioner Hoifeldt moved to approve the site plan for Kwik Star subject to any remaining staff
comments and review of the legal documents. The motion was seconded by Commissioner Ward.
Ayes: Ward, Tietz, Streit, Hoifeldt, and Koshy. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Planner II
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 19-
APPROVING THE SITE PLAN FOR KWIK STAR
(855 SE ALICE’S ROAD)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Kwik Star, subject to remaining staff comments on July 23, 2019; AND,
WHEREAS, the Site Plan for Kwik Star is in general conformance with §304 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Kwik Star is in general conformance with §301.27(A) –
Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 5th day of August, 2019 that the Site Plan for Kwik Star is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Kwik Star – Preliminary Plat, Site Plan
& Final Plat
PREPARED BY: Melissa DeBoer, AICP – Planner II
REPORT DATE: July 19, 2019
MEETING DATE: July 23, 2019
GENERAL INFORMATION
Owner/Applicant: Kwik Trip, Inc.
Project Manager: Emily Kronebusch, Kwik Trip, Inc.
Request: The applicant is requesting approval of a preliminary
plat, site plan and final plat for a commercial
development for a Kwik Star gas station /
convenience store.
Location and Size: Property is located north of SE University Avenue and
east of SE Alice’s Road, containing approximately
2.50 acres.
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
July 19, 2019
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Undeveloped Community
Commercial
C-1 (Community and Highway
Service Commercial District)
North Undeveloped and Multi-
Tenant Commercial
Community
Commercial C-1 (Community and Highway
Service Commercial District)
South Undeveloped Community
Commercial C-1 (Community and Highway
Service Commercial District)
East Multi-Family Apartment
Complex (Autumn Ridge
Apartments)
High Density Residential R-3 / PD -1 (Multi-Family
Residential District / Planned
Development Overlay District)
West Commercial (Warehouse) Community
Commercial M-1A / PD-1 (Limited Industrial
District / Planned Development
Overlay District)
PROJECT DESCRIPTION
The project involves the construction of a Kwik Star convenience store and car wash building that is proposed
to be approximately 9,175 square feet in area. The site includes a fuel canopy and ten fuel pumps. A
monument sign is planned at the southwest corner of the site, near the entrance off of SE Alice’s Road. A
trash enclosure is attached to the building at the northeast corner. The fuel storage tanks will be located
underground at the southwest corner of the site.
ACCESS AND PARKING
One full access will be provided to this site off of SE Alice’s Road. This access includes the existing signaled
intersection. A future access will be provided through to the development to the north, once the property to
the north develops. Shared ingress/egress easements are provided across the north, south and east sides of
the property.
A total of 41 parking spaces are required for this project and 50 spaces are provided, including 2 accessible
spaces. The parking totals include the parking under the gas canopy.
SIDEWALKS/TRAILS
There is an existing five foot wide sidewalk along SE Alice’s Road. This project will provide a pedestrian
connection from the public walk into the site. A pedestrian seating area and bicycle parking will be provided.
UTILITIES
This site will be serviced with all public utilities. Sanitary sewer and water services will be brought into the site
from the mains located within SE Alice’s Road. Storm water detention will be provided with two dry bottom
detention basins located on the west side of the site along SE Alice’s Road. This water will be taken into the
storm sewer system located along SE Alice’s Road.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 32%.
July 19, 2019
3 of 3
A 30-foot wide landscape buffer is provided along the east side of the site in order to provide a buffer
between the multi-family residential and the commercial uses. Plantings are being provided throughout the site
in compliance with the Landscape & Open Space Ordinance.
ELEVATIONS
The elevations of the building are proposed to be constructed primarily of red brick with tan soldier course
brick to provide a break in the elevations. Other materials include a metal roof, stucco, and storefront system.
Red brick is provided around the bases of the gas canopy posts.
MISCELLANEOUS
The applicant has provided a lighting plan which meets the City of Waukee Site Plan Ordinance requirements.
The lighting plan includes several parking lot light fixtures, canopy lighting and recessed downlighting on the
building.
COMPREHENSIVE PLAN
The comprehensive plan classifies the subject property as Community Commercial. The Community
Commercial classification provides a variety of uses that would serve a large portion of the community.
STAFF RECOMMENDATION
The proposed preliminary plat, site plan and final plat are in general conformance with the Zoning Ordinance,
Subdivision Ordinance, Site Plan Ordinance and Comprehensive Plan. Staff recommends approval subject to
any remaining staff comments and review of the legal documents.
CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
APRIL 23, 2019
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROAD1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
T 1.0TITLE SHEETDALLAS COUNTY
PRELIMINARY PLAT / SITE PLAN FOR
KWIK STAR CONVENIENCE STORE # 1056
855 SE ALICE'S ROAD
STATE OF IOWA
SITE LOCATION MAP
CITY OF WAUKEE,
DALLAS COUNTY, IOWA
CAUTION:
BENCHMARK #1
BURY BOLT ON HYDRANT ± 715' SOUTH OF FRONTIER AVE. ON EAST SIDE OF ALICE'S RD.
ELEVATION = 1047.27
BENCHMARK PROVIDED IN AN ALTA SURVEY
DATED:AUGUST 27, 2018
BY:MICHAEL BROONER OF CIVIL DESIGN ADVANTAGE
TITLE SHEET
SHEET TITLESHEET #
T 1.0
DM 1.0
SP 1.0
SP 1.2
EXISTING SITE & DEMOLITION PLAN
SP 1.1 SITE PLAN - LAYOUT
SITE TURNING MOVEMENT
SITE PLAN - KEYNOTE
GRADING PLAN - SPOT DETAILSP 2.1
SP 2.0 GRADING PLAN
GRADING PLAN - DETENTION PONDSP 2.2
STORM SEWER PLANSP 3.0
UTILITY PLANSP 3.1
MISC. DETAILSSP 4.0
MISC. DETAILSSP 4.1
EROSION CONTROL PLANSWP 1.0
EROSION CONTROL NOTESSWP 1.1
EROSION CONTROL DETAILSSWP 1.2
EROSION CONTROL DETAILSSWP 1.3
LANDSCAPE NOTESL 1.0
PLANTING PLANL 1.1 SE ALICE'S ROADSE UNIVERSITY AVE.
SE
O
L
S
O
N
D
R
.
GILCREST JEWETT
LUMBER SE BRICK DR.TOLL FREE
1-800-292-8989
IOWA ONE CALL
UNDERGROUND UTILITIES HAVE BEEN LOCATED FROM MAPS & RECORDS. THESE LOCATIONS SHALL NOT BE
TAKEN AS CONCLUSIVE. VERIFICATION TO THE SATISFACTION OF THE CONTRACTOR OF ALL UNDERGROUND
UTILITES, WHETHER SHOWN ON THE DRAWING OR NOT, SHALL BE ASSUMED AS A CONDITION OF THE
CONTRACT. FOR EXACT LOCATION CONTACT DIGGERS HOTLINE 1-800-292-8989.
ACCESSIBLE PLANSP 2.3
SITESE FRONTIER AVE.BENCHMARK #2
BURY BOLT ON HYDRANT ± 910' SOUTH OF FRONTIER AVE. ON EAST SIDE OF ALICE'S RD.
ELEVATION = 1046.65
BENCHMARK PROVIDED IN AN ALTA SURVEY
DATED:AUGUST 27, 2018
BY:MICHAEL BROONER OF CIVIL DESIGN ADVANTAGE
LANDSCAPE DETAILSL 2.0
PHOTOMETRIC SITE PLANE1
PROJECT MANAGER/
OWNER CONTACT:
EMILY KRONEBUSCH
KWIK TRIP, INC
P0 BOX 2107
LACROSSE, WI 54602
608-793-6414
NOTE:
ALL WORK DONE ON THIS PROJECT SHALL BE IN CONFORMANCE WITH THE CURRENT
CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT EDITION OF SUDAS.
ANY PROPOSED CHANGES TO THESE PLANS SHALL BE APPROVED IN WRITING BY THE
CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES TO THESE PLANS MADE DURING
CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF
WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
ALL SIGNAGE SHALL REQUIRE A SEPARATE REVIEW AND PERMIT FROM THE CITY OF
WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
NOTIFY OWNER, ENGINEER, AND CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO
BEGINNING WORK.
CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT AT
LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR HOLIDAY WORK.
CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING
STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE
END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
A PRECONSTRUCTION MEETING WITH THE CITY OF WAUKEE IS REQUIRED A MINIMUM OF
ONE WEEK PRIOR TO CONSTRUCTION ACTIVITIES BEGINNING.
CONTRACTOR SHALL COORDINATE ALL TIE-INS TO UTILITIES WITH THE CITY OF WAUKEE
PUBLIC WORKS DEPARTMENT AND THE CITY OF WAUKEE PUBLIC WORKS SHALL WITNESS
ALL TIE-INS.
CONTRACTOR TO PROTECT STORM SEWER AND DRAINAGE WAYS BY PREVENTING
SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE.
PRELI
M
I
N
A
R
Y
NOT F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
S0°18'53"W 330.00'N89°41'07"W 330.00'(M&R)N0°18'53"E 330.00'S89°41'07"E 330.00'
1046
1
0
5
0
10
4
8
104
6
104510451048
10
4
9
1050
10
5
2
1053
105410561056105010481046
104610481043 1044104410441046CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
APRIL 23, 2019
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROAD1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
DM 1.0EXISTING SITE & DEMOLITION PLANN O R T H
CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO COMMENCING
WORK ON SITE
CONTRACTOR SHALL CALL FOR UTILITY LOCATIONS PRIOR TO COMMENCING
WORK ON SITE
EXISTING SITE CONDITIONS BASED ON AN ALTA SURVEY BY:
MICHAEL BRONNER
515-369-4400
DATED AUGUST 27, 2018
CONTRACTOR SHALL PROVIDE ALL NECESSARY EROSION CONTROL
MEASURES PER CITY, COUNTY AND STATE SPECIFICATIONS. ALL MEASURES
ARE TO BE IN PLACE PRIOR TO COMMENCING WORK ON SITE. ALL
MEASURES SHALL BE MAINTAINED UNTIL SITE SOILS ARE STABILIZED. SEE
SHEET SWP1- SWP4 FOR MORE INFORMATION
CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FOR DEMOLITION AND
CONSTRUCTION PRIOR TO COMMENCING ANY WORK ON SITE.
ALL DAMAGED ASPHALT SHALL BE PATCHED TO THE SATISFACTION OF THE
CITY OF WAUKEE.
1 SAW-CUT EXISTING GUTTER PAN AT JOINT AT THE BACK OF THE GUTTER
PAN. PROTECT EXISTING GUTTER PAN.
TOLL FREE
1-800-292-8989
IOWA ONE CALL
FIBER OPTICS LINE
TELEPHONE LINE
LEGEND
WATERMAIN
STORM SEWER
SANITARY SEWER
GAS LINE
UNDERGROUND ELECTRIC
S A W C U T A T J O I N TWATERMAIN (SIZE)
SITE PLAN KEYNOTES
PLAN NOTES
2 REMOVE EXISTING SILT FENCE
SE ALICE'S ROAD3 REMOVE EXISTING CONCRETE SIDEWALK RAMP
4 REMOVE EXISTING SIGNS
5 REMOVE EXISTING CONCRETE AT ENTRANCE
BENCHMARK #1
BENCHMARK #2
A PART OF LOT 3, AUTUMN RIDGE PLAT 1, AN OFFICIAL PLAT IN THE CITY OF
WAUKEE, DALLAS COUNTY, IOWA AND MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 3 AUTUMN RIDGE
PLAT 1; THENCE NORTH 00 18'53" EAST ALONG THE WEST LINE OF SAID LOT 3,
A DISTANCE OF 330.00 FEET; THENCE SOUTH 89 41'07" EAST, 330.00 FEET TO
THE EAST LINE OF SAID LOT3; THENCE SOUTH 00 18'53" WEST ALONG SAID
EAST LINE, 330.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3;
THENCE NORTH 89 41'07" WEST ALONG THE SOUTH LINE OF SAID LOT 3,
330.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.50 ACRES
(108,900 SQUARE FEET).
LEGAL DESCRIPTION OF PROPERTY
KWIK TRIP, INC.
1626 OAK STREET
P.O. BOX 2107
LA CROSSE, WI 54602
OWNER OF PROPERTY
C-1, COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT
EXISTING ZONING
6 REMOVE / RELOCATE EXISTING FIRE HYDRANT , SEE SHEET SP 3.1
7 REMOVE EXISTING WATER MAIN, SEE SHEET SP 3.1
8 EXISTING ENDWALL TO BE REMOVED AND PIPE SHALL BE CONNECTED TO
A NEW MANHOLE STRUCTURE
9 REMOVE EXISTING CURB.THE APARTMENTS AT AUTUMN RIDGEOWNER - APARTMENTS AT AUTUMN RIDGEZONING - R-3PDLOT 3 - AUTUMN RIDGE PLAT 1
OWNER - CENTENNIAL DEVELOPMENT LC
ZONING - C-1
LOT 2 - WILLIAMS POINTE PLAT 7
PARCEL AA
OWNER - CORALVILLE AAP, LLC
ZONING - C-4
NO
PARKING
LOADING
ZONE
CAR
WASHREJECT
REJ
E
C T
R E J E C T C U R B
NO
PARKING
LOADING
ZONE
CAR
WASHREJECT
REJ
E
C T
R E J E C T C U R B
CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
APRIL 23, 2019
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROAD1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 1.0SITE TURNING MOVEMENTTRUCK ROUTE FOR DELIVERIESTRUCK ROUTE FOR FUELSE ALICE'S ROADSE ALICE'S ROADKWIK TRIP / KWIK STAR
STORE # 1056
FFE: 1048.90
CAR WASH
FFE: 1048.23
KWIK TRIP / KWIK STAR
STORE # 1056
FFE: 1048.90
CAR WASH
FFE: 1048.23
SCALE: 1" = 30'SCALE: 1" = 30'
NO
PARKING
LOADING
ZONE
CAR
WASHREJECT
REJ
E
C T
R E J E C T C U R B
UNL20KDSL 212K20KUNL88PREMSPLIT 20KE85CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
APRIL 23, 2019
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROAD1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 1.1SITE PLAN - LAYOUTN O R T H
PARKING STALL COUNT
ADA PARKING 2 STALLS WITH LOADING ZONE
STANDARD PARKING: 30 STALLS
BUILDING SETBACKS
CONVENIENCE STORE 20'-0"
BUILDING HEIGHTS
CANOPY 15'-6"
UTILITY COMPANY INFORMATION
PARKING CALCULATIONS:
FIRE LANE:
PER CODE, FOR 26-50 TOTAL PARKING STALLS, TWO
HANDICAP PARKING STALL MUST BE PROVIDED.
TWO HANDICAP PARKING STALLS ARE SHOWN ON
THE PLANS.
FRONT: 30'
REAR: 30'
SIDE: 0'
TOLL FREE
1-800-292-8989
IOWA ONE CALL
SITE INFORMATION
ZONING DISTRICT: C-1 - COMMUNITY AND HIGHWAY SERVICE COMMERCIAL
DISTRICT
TOTAL SITE AREA: 108,743 SF / 2.50 ACRES
TOTAL DISTURBED AREA: 100,712 SF / 2.30 ACRES
DISTURBED ON SITE AREA: (89,460 SF / 2.05 ACRES)
DISTURBED OFF SITE AREA: (11,252 SF / 0.25 ACRES)
PRO. IMPERVIOUS: 74,146 SF (68.1%) (LOT COVERAGE)
PAVED AREA: 60,171 SF (55.3% IMPERVIOUS AREA)
BUILDING AREA: 9,175 SF (8.4% IMPERVIOUS AREA)
CANOPY AREA: 4,800 SF (4.4% IMPERVIOUS AREA)
PROPOSED PERVIOUS (OPEN SPACE): 34,752 SF (31.9%) (LOT COVERAGE)
REQUIRED OPEN SPACE IS 20% OR 21,749 SF
KWIK TRIP / KWIK STAR
STORE # 1056
FFE: 1048.90
CAR WASH
FFE: 1048.23
NOTE:SE ALICE'S ROADELECTRICITY - MIDAMERICAN ENERGY - (888) 427-5632
NATURAL GAS - CITY OF WAUKEE - (515) 978-5502
PHONE - CENTURY LINK - (800) 744-4416
MEDIACOM - (855) 633-4226
COMMUNICATIONS - MEDIACOM - (800) 332-0245
SANITARY SEWER - CITY OF WAUKEE - (515) 978-5502
WATER SERVICE - CITY OF WAUKEE - (515) 978-5502
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES ON AND ADJACENT
TO THE SITE PRIOR TO THE START OF THE PROJECT.
RADII ARE FROM FACE OF CURB
DIMENSIONS ARE FROM FACE OF CURB
SPOT ELEVATIONS ARE FROM THE FLOW LINE / FACE OF CURB
SE ALICE'S ROAD WILL PROVIDE ACCESS TO THE SITE / BUILDING
USING THE CITY OF WAUKEE CHAPTER 301.27 AS A GUIDE
THE PARKING CALCULATIONS ARE THE FOLLOWING:
GAS SALES: 5 SPACES PER 1000 SQUARE FEET OF GROSS FLOOR AREA
CAR WASH DRIVE THROUGH TYPE: 2 SPACE PER 1000 SQUARE FEET
THE GROSS SQUARE FOOTAGE OF THE CONVENIENCE STORE IS 7,258 SQ FT
7258/1000 = 7.258 X 5 = 37 STALLS
THE GROSS SQUARE FOOTAGE OF THE CAR WASH IS 1,922 SQ FT
1922/1000 = 1.92 X 2 = 4 STALLS
37+4 = 41 STALLS NEEDED ON SITE
30 PARKING STALLS PROVIDED ON THE SITE ALONG WITH 20 UNDER THE
CANOPY
30+20 = 50 STALLS PROVIDED ON THE SITE
TYPE 5B
BUILDING CONSTRUCTION TYPE
THE APARTMENTS AT AUTUMN RIDGEOWNER - APARTMENTS AT AUTUMN RIDGELOT 3 - AUTUMN RIDGE PLAT 1
OWNER - CENTENNIAL DEVELOPMENT LC
LOT 2 - WILLIAMS POINTE PLAT 7
PARCEL AA
OWNER - CORALVILLE AAP, LLC WESTERLY PROPERTY LINE OFTHE APARTMENTS AT AUTUMN RIDGENORTHERLY PROPERTY LINE OF
LOT 2 - WILLIAMS POINTE PLAT 7
NORTHERLY PROPERTY LINE OF
LOT 2 - WILLIAMS POINTE PLAT 7
SOUTHERLY PROPERTY LINE OF
THE APARTMENTS AT AUTUMN RIDGE
SOUTHERLY PROPERTY LINE OF
LOT 3 - AUTUMN RIDGE PLAT 1 EASTERLY PROPERTYLINE OFLOT 3 - AUTUMNRIDGE PLAT 1WESTERLY LOT LINE OFLOT 3 - AUTUMNRIDGE PLAT 1
NO
PARKING
LOADING
ZONE
CAR
WASHREJECT
REJ
E
C T
R E J E C T C U R B
CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
APRIL 23, 2019
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROAD1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 1.2SITE PLAN - KEYNOTEN O R T H
TOLL FREE
1-800-292-8989
IOWA ONE CALLSE ALICE'S ROADKWIK TRIP / KWIK STAR
STORE # 1056
FFE: 1048.90
CAR WASH
FFE: 1048.23
1.LANDSCAPE AREA. SEE SHEET L1. ALL GREEN SPACE THAT DOES NOT RECEIVE EROSION MAT SHALL
HAVE SOD APPLIED. - 1,795 SQ.FT.
2.OFF-STREET PARKING STALLS
STRIPING - 4" WIDE STALL LINES, USE HIGH VISIBILITY YELLOW PAINT.
SPACES PROVIDED
(6) 10'-0"x 20'-0" GENERAL PARKING
(22) 9'-6"X 20'-0" GENERAL PARKING
(2) 9'-0"X 20'-0" GENERAL PARKING
(2) 9'-0"x 20'-0" ACCESSIBLE PARKING
(1) 11'-0"x 20'-0" LOADING ZONE
(1) 18'-0"x 87'-0" LOADING ZONE
3.A.D.A. ACCESSIBLE PARKING SPACE WITH LOADING ZONE. PROVIDE APPROPRIATE STRIPING AND
PAVEMENT MARKINGS.
4.4" WIDE, HIGH VISIBILITY, PAVEMENT STRIPING, LANE MARKINGS AND TEXT.
COLOR: YELLOW
PAINT SHALL BE SHERWIN WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT
5.6" DEPTH (MIN.) CONCRETE SLAB-ON-GRADE WITH #3 REBAR 3' O.C.
CONCRETE SEALER: TK-26UV - 65,921 SQ.FT.
6.8" DEPTH (MIN.) CONCRETE SLAB-ON-GRADE WITH #4 REBAR 3' O.C.
CONCRETE SEALER: TK-26UV - 4,830 SQ.FT.
7.CONCRETE CURB PER DETAIL 7 ON SHEET SP4.0.
8.BRICK SCREENING WALLS, SEE ARCHITECTURAL PLANS FOR DETAILS.
9.6" INTEGRAL CONCRETE CURB/ WALK. SEE DETAILS.
CONCRETE SEALER: TK-26UV - 1,622 SQ.FT.
10.30" HT., 6" DIA. CONCRETE FILLED PIPE BOLLARD SEE DETAIL ON SHEET SP4.0.
11.4 STALL BIKE RACK WITH 5' CLEARANCE. BIKE RACKS WILL BE SARIS CITY RACK MODEL # 2406 4-BIKE
FREE STANDING/FLANGE MOUNT MODEL IN COLOR RED.
12.40'-0"x 120'-0" DISPENSER ISLAND CANOPY. VERIFY SIZE, PLACEMENT, COLUMN AND FOOTING SIZE WITH
CANOPY AND STRUCTURAL PLANS. CANOPY GRAPHICS PER OWNER.
13.3'-6"x 6'-0" CONCRETE ISLANDS W/ 6" EXPOSURE WITH FUEL DISPENSERS. DISPENSER PER OWNER.
14.36" HT BOLLARD, SEE DETAIL ON SHEET SP4.0
15.UNDERGROUND FUEL STORAGE TANKS PER OWNER. PROVIDE PIPING AND VENTING PER OWNER'S
SPECIFICATIONS.
16.EXTERNAL TRASH ENCLOSURE TO MATCH BUILDING. SEE ARCHITECTURAL DETAILS.
17.KWIK TRIP TRADEMARK SIGN (VERIFY LOCATION WITH SIGN PERMIT)
18.'FREE AIR' COMPRESSOR. PROVIDE SIGNAGE PER OWNER.
19.HC PVC BOLLARD SLEEVE PER OWNER. VAN ACCESS SIGNAGE AT 48" HT. STALL PARKING AT 60" HT,
SEE DETAIL ON SHEET SP4.0.
20.PICNIC TABLE PER OWNER. PROVIDE 1 HC. ACCESS TABLE SPACE. PROVIDE TRASH CONTAINER PER
OWNER.
21. 36"x48" ICE OUTDOOR STORAGE (ITEMS SOLD EXCLUSIVELY IN THE STORE)
22. 26"x84" LP OUTDOOR STORAGE (ITEMS SOLD EXCLUSIVELY IN THE STORE)
23. 4" CONCRETE SIDEWALK 5' WIDE - 1,059 SQ.FT.
24. REJECT CURB & GUTTER
25. RIP-RAP AT PIPE DISCHARGE
26.PROTECT EXISTING GUTTER PAN
27.REPAIR AND REPLACE EXISTING SIDEWALK WITH TRUNCATED DOMES AT DRIVEWAY CROSSINGS
28.OUTDOOR MERCHANDISE AREA, TYPICAL
29.NORTH BASIN WEIR, SEE DETAIL ON SHEET SWP 1.3
30.LOCATION OF FIRE DEPARTMENT CONNECTION
31.ELECTRICAL TRANSFORMER, FINAL LOCATION TO BE VERIFIED DURING CONSTRUCTION
32.IRRIGATION WATER PIT METERNORTH BASINSOUTH BASIN
SITE PLAN KEYNOTES
NOTE:
ALL WORK DONE ON THIS PROJECT SHALL BE IN CONFORMANCE WITH THE CURRENT
CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT EDITION OF SUDAS.
ANY PROPOSED CHANGES TO THESE PLANS SHALL BE APPROVED IN WRITING BY THE
CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES TO THESE PLANS MADE DURING
CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF
WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
ALL SIGNAGE SHALL REQUIRE A SEPARATE REVIEW AND PERMIT FROM THE CITY OF
WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING
STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE
END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
ANY DAMAGE TO THE PAVEMENT, CURB AND GUTTER, SIDEWALK OR GUTTER PAN ON
SE ALICE'S ROAD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF
THE CITY OF WAUKEE ENGINEERING DEPARTMENT.
ALL DISTURBED AREA SHALL BE SODDED.
NO
PARKING
LOADING
ZONE
CAR
WASHREJECT
REJ
E
C T
R E J E C T C U R B
10431044
10441043104310441044104510461044104310471
0
4
810481047
1048
1048
10471046
104510481048
1050
10
4
8
1048
104710471048104410451046-2.0%
-2
.0%-2.0%-4
.5%
-7.4
%-2.0%-2.7%-2.3%1050
104
6
1046
1047
1047
1048
1048
10491049
1049
10
5
010551055105110521
0
5
2105310531054105410541054104510501043104410461047104810491051104510451045104510451043104310441044104610461046104510451
0
4
3
104410451044104410461047-2.2%-2.7%2.0%-17.1%
-22.1%
-16.4%1.1%-5.7%-2.8%-
2
5
.
0%
-26.3%
-25
.9%-34.1%-33.3%-28.9%-24.6%1045104310441046104310441045104210431044-1.7%0.9%-2.5%1.7%-1.5%CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 2.0GRADING PLANN O R T H
-ALL SILT FENCE MUST BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE
CITY PRIOR TO ANY SITE WORK.
-SITE EROSION CONTROL MEASURES MUST BE IN PLACE AT ALL TIMES. SHOULD
DEVICES BE REMOVED FOR WORK ACCESS, THEY SHALL BE REINSTALLED AT THE END
OF EACH WORK DAY UNTIL PAVEMENTS HAVE BEEN INSTALLED AND ALL LANDSCAPE
AREAS HAVE BEEN MULCHED AND SODDED. SEEDED AREAS MUST EXHIBIT MINIMUM
OF 70% SOIL COVERAGE.
-REFER TO THE EROSION CONTROL PLAN NOTES AND DETAIL SHEETS FOR MORE
INFORMATION.
CONTACT:
EMILY KRONEBUSCH
KWIK TRIP, INC
P0 BOX 2107
LACROSSE, WI 54602
608-793-6414
*INSTALL EROSION/SEDIMENT CONTROL MEASURES
*INSTALL STORMWATER MANAGEMENT SEDIMENT BASINS
*INSTALL STORM SEWER
*INSTALL STRUCTURES
*INSTALL PAVEMENTS
*INSTALL LAWN/ LANDSCAPE
*FLUSH STORM SEWER
*REMOVE EROSION CONTROL MEASURES ONLY AFTER ALL PAVEMENTS HAVE BEEN
INSTALLED AND ALL SOILS HAVE BEEN STABILIZED
CONTRACTOR TO OBTAIN RIGHT-OF-WAY EXCAVATION PERMIT PRIOR TO BEGINNING
SITE WORK.
CONSTRUCTION FENCING TO BE INSTALLED AROUND ENTIRE CONSTRUCTION SITE.
COORDINATE WITH OWNER FOR FENCING AND GATE LOCATION AND APPROPRIATE
SIGNAGE LOCATION.
PLAN PREPARED FROM ALTA LAND TITLE SURVEY BY:
MICHAEL BRONNER
CIVIL DESIGN ADVANTAGE
515-369-4400
DATED AUGUST 17, 2018
CONTRACTOR SHALL LOCATE ALL UTILITIES WHICH MAY AFFECT THIS WORK NOTIFY
THE OWNER OF ANY POTENTIAL CONFLICTS.
CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED ELEVATIONS PRIOR TO
START OF CONSTRUCTION. VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE
WITH GRADING PLAN, PARTICULARLY WITH WALK, AND/OR PAVEMENTS TO REMAIN.
MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAY
ENTRANCES. RESTORE ALL EXISTING PAVEMENTS THAT REMAIN TO THEIR ORIGINAL, IF
NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS.
UNPAVED AREAS TO BE LANDSCAPED SHALL RECEIVE MINIMUM OF 8" DEPTH
COMPACTED TOPSOIL.
CONTRACTOR SHALL COORDINATE GRADING AND INSTALLATION OF DRIVES IN R.O.W.
WITH APPROPRIATE GOVERNMENT AGENCIES. OBTAIN APPROPRIATE PERMITS FOR
GRADING AND DRAINAGE IN ALL R.O.W.
REFER TO OWNERS SPECIFICATIONS FOR CURB, APPROACH, AND CONCRETE
PROFILES AS WELL AS ADDITIONAL SITE STANDARDS RELATED TO THIS PROJECT.
EXCAVATOR IS RESPONSIBLE FOR ALL EROSION CONTROL INSPECTIONS
ANY PROPERTY IRONS THAT ARE DISTURBED IN THE GRADING PROCESS SHALL BE
RESET BY A LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
TOLL FREE
1-800-292-8989
IOWA ONE CALL
KWIK TRIP / KWIK STAR
STORE # 1056
FFE: 1048.90
CAR WASH
FFE: 1048.23
SE ALICE'S ROADTOP OF BERM = 1045.40SOUTH BASIN
NOTES
CONSTRUCTION SEQUENCE
NOTES
NOTE FOR GRADING CONTRACTOR
BACKSLOPE PROPOSED GRADES
AT 3:1 TO EXISTING GROUND
100-YEAR
ELEV = 1044.35 NORTH BASIN
NO
PARKING
LOADING
ZONE
CAR
WASHREJECT
REJ
E
C T
R E J E C T C U R B
1048.80
1048.48
1046.091045.71
1044.92
1044.69
1046.08 1047.81 1048.90
1048.94
1048.48
1048.21
1047.90
1047.60
1047.29 (L.P.)
1047.50
1047.74
1047.86
1047.99
1048.06
1047.50 (L.P.)
1049.201048.76
1048.88
1049.00
1048.67
1048.001047.81
1048.42
1047.55
1048.17
1047.33 (L.P.)
1047.92
1047.55
1047.72
1047.88 1048.06
1048.061047.86
1047.79
1047.77
1047.95
1048.08 1048.26
1048.79
1047.12
1047.07
1047.10
1047.45
1046.90
1048.20 1048.23
1048.27
1048.32
1048.36
1048.40
1048.23
1048.23 1048.47
1048.42
1048.38
1048.331048.90
1048.90 1048.90
1048.73
1048.79
1048.79
1048.73
1048.731048.73
1048.80
1048.48
1048.73
1048.73
1048.21
1048.14
1048.07
1047.68
1047.95
1048.06
1048.18
1048.26 1048.79
1048.79
1048.79
1048.79
1046.72
1046.55
1046.28 (L.P.)
1046.71
1047.64
1047.75
1047.50
1047.54
1047.11
1046.66
1046.79
1047.33
1046.75
1045.90 (L.P.)
1046.78 1047.27 1048.32 1048.69
1046.86
1046.99
1046.82
1046.94 1047.27
1047.22
1046.71
1047.11
1046.76
1046.55
1046.21
1047.48
1047.55
1047.56
1047.49
1047.73
1047.80
1047.81
1047.74
1047.98
1048.05
1048.06
1047.99
1048.23
1048.30
1048.31
1048.24
1048.48
1048.55
1048.56
1048.49
1048.09
10431044
1047.67
1046.71
T/I 1047.98
T/I 1048.26
T/I 1048.23
T/I 1048.51
T/I 1048.49
T/I 1048.77
T/I 1049.00
T/I 1049.28
T/I 1048.74
T/I 1049.02
1047.76
1047.96
1047.86
1046.65
1046.75
1046.85
1047.20
1047.41
1047.67
1047.90
1047.98
1046.31 (L.P.)
1046.39
1047.80
10441043104310441044104510461044104310471
0
4
810481047
1048
1048
10471046
104510481048
1050
10
4
8
1048
1047104710481047.151046.62
1047.12
1047.28104410451046
-2.0%
-2
.0%-2.0%-4
.5%
-7.4
%-2.0%-2.7%-2.3%-2.2%-2.7%2.0%-17.1%
-22.1%
-16.4%1.1%-5.7%-2.8%-25
.0%
-26.3%
-25
.9%-34.1%-33.3%-28.9%-24.6%1048.90 1048.90
1048.90
1048.36 1048.53
1048.78
1048.90 1048.90
1049.49
1053.25
1045.27
1044.94 10451043104410461043104410451042104310441048.31
1048.32-1.7%0.9%-2.5%1.7%1046.00
1046.00
1048.90
1048.41
1048.36
1044.83
1045.08 -1.5%CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 2.1GRADING PLAN - SPOT DETAILN O R T H
NOTES
H.P. = HIGH POINT FOR DRAINAGE
L.P. = LOW POINT FOR DRAINAGE
ALL SPOT ELEVATIONS ARE AT THE EDGE OF PAVEMENT (FLAG OF CURB)
ALL LANDSCAPE AND SOD AREAS SHALL HAVE POSITIVE DRAINAGE
CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND
EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVEWAYS.
CONTROL JOINT MAXIMUM DISTANCE: SIDEWALKS - 8' O.C., ALL OTHERS 10' O.C.
SAW CUT CONTROL JOINTS SHALL BE A MINIMUM OF 14 OF THE CONCRETE THICKNESS.
EXPANSION JOINT MINIMUM DISTANCE: SIDEWALKS - 24' O.C., ALL OTHERS 40' O.C.
DOWEL ALL EXPANSION JOINTS - 24" O.C.
= REJECT CURB LOCATIONS
TOLL FREE
1-800-292-8989
IOWA ONE CALL
KWIK TRIP / KWIK STAR
STORE # 1056
FFE: 1048.90
CAR WASH
FFE: 1048.23
SE ALICE'S ROADH I G H P O I N T
T O PO FB E R MH.P.
H I G
H
P
O
I
N
TNORTH BASINSOUTH BASIN
R E J E C T
SEE DETAIL A
FOR GRADING
DETAIL A
DETAIL BSEE DETAIL BFOR GRADING
104310441045104610441043104410451046-2.0%
-2
.0%-2.0%-4
.5%
-7.4
%-2.0%1045104510451045104310431044104410461046-2.2%-25.9%-34.1%-33.3%-28.9%1045104210431044-2.5%1.7%-1.5%
1044
1043
1043
1044
1043
10
4
7
1047
1044
1045
1046
1045
1045
1043
1044
1045
1043
1044
1046
1043
1044
1045
1042
1043
1044-1.7%0.9%-2.5%1.7%
-
1
.
5%CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 2.2GRADING PLAN - DETENTION PONDNOTES:
SIDE SLOPES AND THE BOTTOM OF BASINS SHALL BE SODDED.
PROVIDE MECHANICALLY BONDED FIBER MATRIX (MBFM) IMMEDIATELY FOLLOWING
SEED APPLICATION ON ALL AREAS SEEDED WITH A SLOPE OF 4:1 OR GREATER.
SOUTH BASIN
IDE SLOPES ARE 3:1
SOUTH BASIN
SCALE: 1" = 20'
NORTH BASIN
TOP OF BERM = 1045.40
6' X 10' OVERFLOW
WIER = 1044.40
TURF REINFORCEMENT MAT
SCALE: 1" = 20'
NORTH BASIN
SIDE SLOPES ARE 3:1
CONCRETE SIDEWALKINV. = 1042.00
EXISTING WATER MAIN TO BE
REMOVED AND RELOCATED
1040
1045
1050
1045
1050
NORTH BASIN SECTION A-A
1040
1045
1050
1045
1050
SOUTH BASIN SECTION B-B
1040 1040
A
A
B B
OVERFLOW WEIR,
SEE DETAIL ON SHEET SWP 1.3
TOP OF BERM
3:1
3:1
PRO. GRADE
EX. GRADE
3:1 3:1
3:1 PRO. GRADE
EX. GRADE
CONCRETE SIDEWALK
INV. = 1044.40
INV. = 1041.50
MANHOLE #2,
SEE DETAIL ON
SHEET SP 4.0
RIPRAP PAD, SEE DETAIL
ON SHEET SWP 1.2
RIPRAP PAD, SEE DETAIL
ON SHEET SWP 1.2
RIPRAP PAD, SEE DETAIL
ON SHEET SWP 1.2
EXISTING WATER MAIN TO BE
REMOVED AND RELOCATED
NO
PARKING
LOADING
ZONE
CAR
WASHREJECT
REJ
E
C T
R E J E C T C U R B
CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 2.3ACCESSIBLE PLANAT LEAST 1 MPD (MULTI PRODUCT DISPENSER) COVERING ALL
GRADES OF FUEL MUST BE ACCESSIBLE IN A 30"X48" CLEAR LEVEL
FLOOR AREA (CLF).
ALL PUMP CONTROLS SHALL BE < 48"(2010 STANDARD). WINDOW
WASHER, PAPER TOWEL DISPENSER, LITERATURE, FIRE
EXTINGUISHER, EMERGENCY FUEL STOPS, ETC. BE ACCESSIBLE
30"X48" CLF SPACE AND WITHIN A FORWARD OR SIDE APPROACH
REACH RANGE.
PROVIDE ISA(INDUSTRY STANDARD ARCHITECTURE) AT EACH
ACCESSIBLE FUEL POSITION ON FACE OF PUMP.
PROVIDE ISA AT EACH ACCESSIBLE FUELING POSITION VISIBLE TO
APPROACHING VEHICLES.
PROVIDE A SIGN AT EACH ACCESSIBLE FUELING POSITION WITH
STORE TELEPHONE NUMBER, ADVISING AVAILABLE FUELING
ASSISTANCE.
ANY PAY FUNCTION- i.e. AIR/VACUUM etc. ARE REQUIRED TO HAVE
AN ACCESSIBLE ROUTE TO STORE ENTRANCE. CONTROLS SHALL BE
ACCESSIBLE 30"X48" CLF SPACE AND WITHIN A FORWARD OR SIDE
APPROACH REACH RANGE.
-REFER TO THE DOCUMENT FROM THE DEPARTMENT OF JUSTICE
ON "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN". CONTRACTOR
SHALL REFERENCE CURRENT A.D.A. GUIDELINES AND LOCAL
REGULATIONS FOR SITE ACCESSIBILITY. IN ALL CASES THE MINIMUM
REQUIREMENTS SHALL BE PROVIDED ON SITE TO ENSURE
COMPLIANCE TO ALL REGULATIONS.
- KWIK TRIP/ KWIK STAR STANDARD ENTRANCE DOOR IS AUTOMATIC
SLIDING DOOR SYSTEM DESIGNED TO COMPLY WITH ALL ACCESS
CODES AND LAWS. ENTRANCE DOORS FOR ACCESSIBLE ROUTES
WILL HAVE A MINIMUM CLEAR OPENING OF 32"
-STORE FRONTS WILL PROVIDE FLUSH PAVEMENTS ALONG
ACCESSIBLE ROUTES WITH PROTECTIVE SECURITY BOLLARDS
INDICATED AND SPACED BETWEEN PARKING SURFACES AND
BUILDING WALK PER PLAN.
-NO OBJECTS OR DISPLAYS SHOULD PROTRUDE INTO THE MINIMUM
CLEAR SPACE OF THE ACCESSIBLE ROUTES TO THE STORE
ENTRANCE. THIS WILL INCLUDE SEASONAL DISPLAY VENDING
AREAS AS WELL AS OTHER OUTDOOR STORAGE UNITS FOR
PROPANE AND ICE, ETC.
-PER A.D.A GUIDELINES- CLEAR WIDTH OF ACCESSIBLE ROUTES
SHALL BE 36" AND PERMITTED TO BE REDUCED TO 32" FOR A
LENGTH OF 24".
- ACCESS ISLES SERVING WHEEL CHAIR LIFTS OR CHAIR ACCESS
FROM VEHICLES ARE REQUIRED TO BE NEARLY LEVEL IN ALL
DIRECTIONS TO PROVIDE SAFE TRANSFER OF WHEELCHAIRS TO
AND FROM VEHICLES. THE EXCEPTION WOULD BE FOR DRAINAGE.
MAXIMUM SLOPE FOR THE ACCESS ISLE IS 1:48. NO CURB RAMPS
SHALL BE A PART OF THE ACCESS ISLE.
-IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY WITH THE DESIGNATION OF 1 "VAN
ACCESSIBLE' IN EVERY 8 ACCESSIBLE SPACES ON SITE.
PLAN VIEW
NOT TO SCALE
VAN ACCESSIBLE PARKING
PAVEMENTS FLUSH
2%
M
A
X
I
M
U
M
S
L
O
P
E
PAVEME
N
T
F
L
U
S
H
APPROVED ADA SINAGE BOLLARD
SP2.2
1
8'-0"
MIN.
11'-0"
MIN.
8'-0"
MIN.
2%
M
A
X
.
C
R
O
S
S
S
L
O
P
E
1'-0"
DIA5'-0"8"1'-6"CONCRETE FOOTING
BLUE HDPE BOLLARD COVER
FINISH GRADE
STEEL BOLLARD
ADA ACCESSIBLE SIGNAGE-
STICKER, WHITE LETTERS WITH
BLUE REFLECTIVE
BACKGROUND, ADHERE TO
HDPE BOLLARD COVER
DIA.
VAN
ACCESSIBLE
BOTTOM OF SIGNDELIVERY VEHICLES
UNLOADING IN
FRONT OF
ACCESSIBLE SPACES
ARE IN VIOLATION
ADD STORE PHONE # TO BOLLARD
1.ACCESSIBLE STALLS
A. STRIPING - 4" WIDE STALL LINES, USE HIGH VISIBILITY BLUE PAINT.
SPACES PROVIDED:
(2) 8'-0" X 20'-0" ACCESSIBLE PARKING WITH (1) 11'-0"x 20'-0" LOADING ZONE (MIN.)
B. ACCESSIBLE FUELING POINT AND DISPENSER AND VALET. VALET AND KEY PAD ON
PUMP SHALL CONFORM TO ADA REACH DIMENSIONS AS SHOWN IN DETAIL.
2.PAVEMENTS FLUSH FOR ACCESSIBILITY INTO BUILDING.
3.ACCESSIBLE ROUTE TO PICNIC TABLES
4.ACCESS ROUTE TO VACUUM
HIGH AND LOW - SIDE REACH LIMITS4'-0"15"MAXIMUM SIDE REACH OVER OBSTRUCTION 3'-10"2'-10"2'-6"2'-6"2'-0"
NOT TO SCALE
ACCESSIBLE REACH DIMENSIONS
12"
MAX.
SP2.2
3
NOT TO SCALE
ADA BOLLARD SIGNAGE
SP2.2
2 IN ALL DIRECTIONS 2% MAXSLOPE INCLUDINGPARKING SPACESN O R T H
TOLL FREE
1-800-292-8989
IOWA ONE CALL
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
KWIK TRIP / KWIK STAR
STORE # 1056
FFE: 1048.90
CAR WASH
FFE: 1048.23
NOTES FOR CONVENIENCE STORE ACCESSIBLITY NOTES:
PLAN KEYNOTES
STORE F
R
O
N
T
FLUSH
NO
PARKING
LOADING
ZONE
CAR
WASHREJECT
REJ
E
C T
CONNECT TO
ROOF DRAIN
IE=1044.23 W
CLEANOUT
RIM=1048.34
IE=1044.89 S
IE=1044.89 E
IE=1044.89 W
CLEANOUT
RIM=1048.59
IE=1045.50 W
IE=1045.50 SE
CLEANOUT
RIM=1048.71
IE=1043.92 N
IE=1043.92 S
IE=1043.92 W
CLEANOUT
RIM=1048.71
IE=1044.02 N
IE=1044.02 E
IE=1044.02 S
ST-2
TC=1047.79
IE=1044.80 NW
IE=1044.70 SW
CONNECT TO
DOWNSPOUT
IE=1044.13 W
CONNECT TO
DOWNSPOUT
IE=1044.84 N
CLEANOUT
RIM=1048.47
IE=1044.01 E
IE=1044.01 W
IE=1044.01 S
CONNECT TO
DOWNSPOUT
IE=1044.51 N
CONNECT TO
DOWNSPOUT
IE=1044.13 E
JUNCTION
IE=1043.56 W
IE=1043.56 N
IE=1043.56 E
CONNECT TO
DOWNSPOUT
IE=1043.88 W
JUNCTION
IE=1044.74 E
IE=1044.73 W
IE=1044.74 S
ST-4
TC=1048.00
IE=1045.24 W
CLEANOUT
RIM=1047.97
IE=1043.76 E
IE=1043.76 W
IE=1043.76 S
ST-5
TC=1047.83
IE=1044.41 E
IE=1044.31 SW
IE=1044.41 S
TRENCH DRAIN
TOP OF GRATE=1047.80
IE=1044.43 S
CONNECT TO
DOWNSPOUT
IE=1043.88 E
CLEANOUT
RIM1047.72
IE=1043.74 W
IE=1043.74 S
JUNCTION
IE=1043.31 W
IE=1043.31 N
IE=1043.31 E
CONNECT TO
DOWNSPOUT
IE=1043.87 E
JUNCTION
IE=1043.30 W
IE=1043.30 N
IE=1043.30 E
ST-6
TC=1046.78
IE=1043.28 E
IE=1043.18 W
IE=1043.28 NE
ST-1
TC=1046.39
IE=1043.02 NW
12" APRON
ENDWALL - 4
IE=1043.00 E
12" APRON
ENDWALL - 3
IE=1042.01 E
12" APRON
ENDWALL - 1
IE=1042.90 SE
11'-12" HDPE STORM @ 1.04%58'-6" PVC STORM @ 0.72%19'-6" PVC STORM @ 1.00%
12'-4" PVC STORM @ 1.00%
13'-4" PVC STORM @ 1.00%44'-6" PVC STORM @ 1.00%12'-4" PVC STORM @ 1.00%
13'-4" PVC STORM @ 1.00%44'-6" PVC STORM @ 1.00%13'-4" PVC STORM @ 1.00%44'-6" PVC STORM @ 1.00%24'-6" PVC STORM @ 1.04%
62'-12" HDPE STORM @ 0.52%
22'-8" PVC STORM @ 1.04%
62'-8" PVC STORM @ 1.04%
17'-12" HDPE STORM @ 1.04%
MANHOLE #2
TOP=1045.42
IE=1044.07
IE=1041.40 E
IE=1040.92 W
15'-12" HDPE STORM @ 1.04%
MANHOLE #1
RIM=1045.01
IE=1040.66 W
IE=1040.76 E
IE=1040.76 N
18" APRON
ENDWALL - 7
IE=1042.00 S
67'-18" HDPE STORM @ 1.86%ST-3 WITH
OIL SKIMMER
TC=1046.81
IE=1041.92 W
24" APRON
ENDWALL - 5
IE=1042.12 S
39'-24" HDPE STORM @ 0.00%24" APRON
ENDWALL - 6
IE=1042.12 N
CLEANOUT
RIM=1048.72
IE=1044.37 N
IE=1044.37 S
IE=1044.37 E
CONNECT TO
ROOF DRAIN
IE=1044.43 W
CONNECT TO
ROOF DRAIN
IE=1044.10 W
9'-6" PVC STORM @ 1.04%34'-6" PVC STORM @ 1.04%8'-6" PVC STORM @ 1.04%
5'-6" PVC STORM @ 1.04%
6'-6" PVC STORM @ 1.04%99'-12" HDPE STORM
@ 1.04
%87'-15" HDPE STORM @ 1.00%32'-15" HDPE STORM @ 0.50%
50'-15" HDPE STORM @ 0.50%
25'-15" HDPE STORM @ 0.05%
86'-15" HDPE STORM @ 0.50%
CONNECT TO
DOWN SPOUT
IE=1044.40 N
18'-12" HDPE STORM @ 0.52%
10'-6" PVC STORM @ 1.04%
CONNECT TO
DOWN SPOUT
IE=1045.69 E
CONNECT TO
DOWNSPOUT
IE=1045.31 N
10'-6" PVC STORM @ 1.04%
8'-6" PVC STORM @ 1.04%
69'-12" HDPE STORM @ 0.52%
6
7
'
-
6
"
P
V
C
S
TO
RM
@
1
.
0
4%
29'-12" HDPE STORM @ 0.52%
CLEANOUT
RIM=1048.70
IE=1044.15 N
IE=1044.15 S
IE=1044.15 E
15" APRON
ENDWALL - 2
IE=1042.87 E MH-1
RIM=1048.47
IE=1043.83 NE
IE=1043.73 W
TRENCH DRAIN
TG=1046.00
IE=1043.98 NE 30'-6" PVC
ST
O
R
M
@ 3.22
%CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 3.0STORM SEWER PLANN O R T H
1.UNLESS OTHERWISE INDICATED, USE REINFORCED, PRECAST, CONCRETE MAINTENANCE HOLES AND CATCHBASINS CONFORMING TO ASTM C478,
FURNISHED WITH WATER STOP RUBBER GASKETS AND PRECAST BASES. JOINTS FOR ALL PRECAST MAINTENANCE HOLE SECTIONS SHALL HAVE
CONFINED, RUBBER "O"-RING GASKETS IN ACCORDANCE WITH ASTM C923. THE INSIDE BARREL DIAMETER SHALL NOT BE LESS THAN 48 INCHES.
2.ALL JOINTS AND CONNECTIONS TO CATCHBASINS OR MANHOLES SHALL BE WATERTIGHT. USE RESILIENT RUBBER SEALS, WATERSTOP GASKETS,
OR APPROVED EQUAL. CEMENT MORTAR JOINTS ARE NOT ALLOWED.
3.INSTALL CATCHBASIN CASTINGS WITH SPECIFIED TOP ELEVATION AT THE FRONT RIM.
4.PVC PIPE: USE SOLID-CORE, SDR-35, ASTM D3034 POLYVINYL CHLORIDE (PVC) PIPE FOR DESIGNATED PVC STORM SEWER SERVICES 4 TO
15-INCHES IN DIAMETER. USE SOLID-CORE, SDR-35, ASTM F679 POLYVINYL CHLORIDE (PVC) PIPE FOR DESIGNATED PVC STORM SEWER SERVICES
18 TO 27-INCHES IN DIAMETER. JOINTS FOR ALL STORM SEWER SHALL HAVE PUSH-ON JOINTS WITH ELECTROMETRIC GASKETS. USE OF SOLVENT
CEMENT JOINTS IS ALLOWED FOR BUILDING SERVICES. SOLVENT CEMENT JOINTS IN PVC PIPE MUST INCLUDE USE OF A PRIMER WHICH IS OF
CONTRASTING COLOR TO THE PIPE AND CEMENT. PIPE WITH SOLVENT CEMENT JOINTS SHALL BE JOINED WITH PVC CEMENT CONFORMING TO
ASTM D2564. LAY ALL PVC PIPE ON A CONTINUOUS GRANULAR BED. INSTALLATION MUST COMPLY WITH ASTM D2321.
6.HDPE PIPE: USE SMOOTH INTERIOR, CORRUGATED EXTERIOR HIGH DENSITY POLYETHYLENE PIPE (HDPE) CONFORMING TO THE REQUIREMENTS
OF N-12 PIPING (ASTM D3350).
5.TESTING: TEST ALL PORTIONS OF STORM SEWER THAT ARE WITHIN 10 FEET OF BUILDINGS, WITHIN 10 FEET OF BURIED WATER, LINES, WITHIN 50
FEET OF WATER WELLS, OR THAT PASS THROUGH SOIL OR WATER IDENTIFIED AS BEING CONTAMINATED. TEST ALL FLEXIBLE STORM SEWER
LINES FOR DEFLECTION AFTER THE SEWER LINE HAS BEEN INSTALLED AND BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. NO PIPE SHALL
EXCEED A DEFLECTION OF 5%. IF THE TEST FAILS, MAKE NECESSARY REPAIRS AND RETEST.
6.INSTALL DETECTABLE UNDERGROUND MARKING TAPE DIRECTLY ABOVE ALL PVC, POLYETHYLENE, AND OTHER NONCONDUCTIVE UNDERGROUND
UTILITIES AT A DEPTH OF 457 MM (18 INCHES) BELOW FINISHED GRADE, UNLESS OTHERWISE INDICATED. BRING THE TAPE TO THE SURFACE AT
VARIOUS LOCATIONS IN ORDER TO PROVIDE CONNECTION POINTS FOR LOCATING UNDERGROUND UTILITIES. INSTALL BLUE RHINO TRIVIEW FLEX
TEST STATIONS, OR APPROVED EQUAL, WITH BLACK CAPS AT EACH SURFACE LOCATION.
7.TRACER WIRE: LOCATING REQUIREMENTS - A MEANS TO LOCATE BURIED UNDERGROUND EXTERIOR NON METALLIC SEWERS/MAINS MUST BE
PROVIDED WITH TRACER WIRE OR OTHER METHODS IN ORDER TO BE LOCATED IN ACCORD WITH THE PROVISIONS OF THESE CODE SECTIONS AS
PER 182.0715(2R) OF THE STATUTES.
8.THE MINIMUM DEPTH OF COVER FOR BUILDING AND CANOPY ROOF DRAIN LEADERS WITHOUT INSULATION IS 4 FEET. INSULATE ROOF DRAIN
LEADERS AT LOCATIONS WHERE THE DEPTH OF COVER IS LESS THAN 4 FEET. PROVIDE A MINIMUM INSULATION THICKNESS OF 2 INCHES. THE
INSULATION MUST BE AT LEAST 4 FEET WIDE AND CENTERED ON THE PIPE. INSTALL THE INSULATION BOARDS 6 INCHES ABOVE THE TOPS OF THE
PIPES ON MECHANICALLY COMPACTED AND LEVELED PIPE BEDDING MATERIAL. USE HIGH DENSITY, CLOSED CELL, RIGID BOARD MATERIAL
EQUIVALENT TO DOW STYROFOAM HI-40 PLASTIC FOAM INSULATION.
9.CLEANOUTS: INSTALL CLEANOUTS ON ALL ROOF DRAINS IN ACCORDANCE WITH S.P.S 382.35 (3)(C)(1.). THE DISTANCE BETWEEN CLEANOUTS IN
HORIZONTAL PIPING SHALL NOT EXCEED 100 FEET FOR PIPES 10-INCHES AND UNDER IN SIZE. CLEANOUTS SHALL BE OF THE SAME NOMINAL SIZE
AS THE PIPES THEY SERVE. INSTALL A METER BOX FRAME AND SOLID LID (NEENAH R-1914-A, OR APPROVED EQUAL) OVER ALL CLEANOUTS.
10.INSTALL ALL PIPE WITH THE ASTM IDENTIFICATION NUMBERS ON THE TOP FOR INSPECTION. COMMENCE PIPE LAYING AT THE LOWEST POINT IN
THE PROPOSED SEWER LINE. LAY THE PIPE WITH THE BELL END OR RECEIVING GROOVE END OF THE PIPE POINTING UPGRADE. WHEN
CONNECTING TO AN EXISTING PIPE, UNCOVER THE EXISTING PIPE IN ORDER TO ALLOW ANY ADJUSTMENTS IN THE PROPOSED LINE AND GRADE
BEFORE LAYING ANY PIPE. DO NOT LAY PIPES IN WATER OR WHEN THE TRENCH CONDITIONS ARE UNSUITABLE FOR SUCH WORK.
TOLL FREE
1-800-292-8989
IOWA ONE CALL
RESTRICTOR PLATE DETAIL
INTAKE STRUCTURE
1/4" STAINLESS STEEL
RESTRICTOR PLATE
RESTRICTED OPENING
11-3/16" DIA.
KWIK TRIP / KWIK STAR
STORE # 1056
FFE: 1048.90
CAR WASH
FFE: 1048.23
SE ALICE'S ROADREMOVE EXISTING APRON
ENDWALL AND A SECTION
OF 18" RCP AS REQUIRED
TO CONNECT TO NEW
MANHOLENORTH BASINSOUTH BASIN
SW-507 INTAKE
WITH OIL SKIMMER
TOP OF CURB ELEV: 1046.81'±
HDPE INV: 1041.92'
DEPTH: 8.02'±
SUMP: 3.13'
ST-3 WITH OIL SKIMMER
STORM SEWER STRUCTURE TABLE
INTAKE - 1
STRUCTURE
NUMBER
STRUCTURE
DIAMETER
STRUCTURE
CASTING
STRUCTURE
TYPE
INTAKE - 2
INTAKE - 3
INTAKE - 4
---
SW-507 ------
SW-507 ------
SW-507 ------
INTAKE - 5 SW-502 SW-603 TYPE R---
MANHOLE 1 48"SW-401 SW-602 TYPE E
INTAKE - 6
SW-507 ---
SW-502 SW-603 TYPE R---
SEE SHEET SP 4.1 FOR
MANHOLE 1 DETAILS
NO SCALE
MODIFIED SW-513 OPEN SIDED INTAKE OUTLET STRUCTURE (MANHOLE #2)
24"
DETENTION BASIN
TOP
CENTER STRUCTURE
ACCESS OVER RISER
AND WEIR
OPENING
POURED INVERTS
0.5'0.25'0.5'0.25'
0.5'
5'
4'
INLET (SE)
OUTLET PIPE
12" HDPE
6-INCH ADS 5/16" HOLES ORANGE
EXTENSION RISER OUTLET
12" ST OUTLET PIPE
HEIGHT DETERMINED FROM
WATER QUALITY VOLUME
(1043.30)
WEIR ELEV.=1043.30
6" RISER
TOP=1043.30
3.10' WEIR WALL
TOP OF WALL ELEV.=1043.30
9" X 48" OPENING ON
THREE SIDES (S, E, W SIDE)
ELEV. =1044.17=100 YR ELEV.
ELEV. 1045.42
ELEV. 1044.92
INV.=1040.40
Inv.=1040.92
INV.=1040.92
11-3/16" DIAMETER
ORIFICE PLATE
INV.=1040.40
11-3/16" DIA.
ORIFICE PLATE
6"
8"
3'
8.02'±
8"
15" HDPE
BOTTOM ELEV:1038.79
INV = 1041.92
ELEV: 1046.81'
15" HDPE
INV = 1041.92 SNOUT 1
SP2.2
STORM DRAINAGE NOTES
PLAN
FOUR 1/2" STAINLESS STEEL
BOLTS INTO STRUCTURE WALL
FOR RESTRICTOR PLATE
CONNECTION. POSITION BOLTS
TO PROVIDE AN OPENING AS
SHOWN.
SECTION
SEE DETAIL 1
ON THIS SHEET
BASIN BOTTOM
TRENCH DRAIN
TG=1044.88
INV=1044.25
OUTLET
INV=1043.00
INSTALL RODENT
GUARD
MANHOLE 2 48"SW-401 SW-602 TYPE E
NO
PARKING
LOADING
ZONE
CAR
WASHREJECT
REJ
E
C T
R E J E C T C U R B
10451043 10441046104810451043104410431047105010471048104810481049105110521045104610471048 10501048104910511049
104510431044CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 3.1UTILITY PLANN O R T H
1.PIPE: USE SOLID-CORE, SDR-35, ASTM D3034 (OR APPROVED EQUAL) POLYVINYL CHLORIDE
(PVC) PLASTIC PIPE FOR ALL DESIGNATED PVC SANITARY SEWER SERVICES. JOINTS FOR
ALL SANITARY SEWER SHALL HAVE PUSH-ON JOINTS WITH ELASTOMERIC GASKETS. USE
OF SOLVENT CEMENT JOINTS IS ALLOWED FOR BUILDING SERVICES. SOLVENT CEMENT
JOINTS IN PVC PIPE MUST INCLUDE USE OF A PRIMER WHICH IS OF CONTRASTING COLOR
TO THE PIPE AND CEMENT. PIPE WITH SOLVENT CEMENT JOINTS SHALL BE JOINED WITH
PVC CEMENT CONFORMING TO ASTM D2564. LAY ALL PVC PIPE ON A CONTINUOUS
GRANULAR BED. INSTALLATION MUST COMPLY WITH ASTM D2321.
2.CLEANOUTS: INSTALL CLEANOUTS ON ALL SANITARY SEWER SERVICES. THE DISTANCE
BETWEEN CLEANOUTS IN HORIZONTAL PIPING SHALL NOT EXCEED 100 FEET FOR PIPES
4-INCH AND OVER IN SIZE. CLEANOUTS SHALL BE OF THE SAME NOMINAL SIZE AS THE
PIPES THEY SERVE. INCLUDE FROST SLEEVES AND CONCRETE FRAME AND PIPE
SUPPORT. INSTALL A METER BOX FRAME AND SOLID LID (NEENAH R-1914-A, OR APPROVED
EQUAL) OVER ALL CLEANOUTS.
3.TESTING: PRESSURE TEST ALL SANITARY SEWER LINES. TEST ALL FLEXIBLE SANITARY
SEWER LINES FOR DEFLECTION AFTER THE SEWER LINE HAS BEEN INSTALLED AND
BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A
DEFLECTION OF 5%. IF THE TEST FAILS, MAKE NECESSARY REPAIRS AND RETEST.
4.UNLESS OTHERWISE INDICATED, USE REINFORCED, PRECAST, CONCRETE MAINTENANCE
HOLES CONFORMING TO ASTM C478, FURNISHED WITH PRECAST BASES. SANITARY
SEWER MAINTENANCE HOLES SHALL BE SUPPLIED WITH PRE-FORMED INVERTS AND
FLEXIBLE NEOPRENE SLEEVE CONNECTIONS FOR ALL LATERAL LINES 375 MM (15 INCHES)
IN DIAMETER OR LESS, UNLESS OTHERWISE INDICATED. JOINTS FOR ALL PRECAST
MAINTENANCE HOLE SECTIONS SHALL HAVE CONFINED, RUBBER "O"-RING GASKETS IN
ACCORDANCE WITH ASTM C923. THE INSIDE BARREL DIAMETER SHALL NOT BE LESS THAN
48 INCHES.
5.INSTALL FLEXIBLE WATERTIGHT FRAME/CHIMNEY SEALS ON ALL SANITARY SEWER
MAINTENANCE HOLES. USE EITHER MANUFACTURED MAINTENANCE HOLE
FRAME/CHIMNEY SEALS OR ELASTOMERIC WATERPROOFING FRAME/CHIMNEY SEALS.
6.USE NEENAH FOUNDRY CO. R-1642 CASTING WITH SELF-SEALING, SOLID, TYPE B LID, OR
APPROVED EQUAL, ON ALL SANITARY SEWER MAINTENANCE HOLES. COVERS SHALL BEAR
THE "SANITARY SEWER" LABEL.
7.THE MINIMUM DEPTH OF COVER FOR SANITARY SEWER WITHOUT INSULATION IS 5 FEET.
INSULATE SANITARY SEWER SERVICES AT LOCATIONS WHERE THE DEPTH OF COVER IS
LESS THAN 5 FEET. PROVIDE A MINIMUM INSULATION THICKNESS OF 2 INCHES. THE
INSULATION MUST BE AT LEAST 4 FEET WIDE AND CENTERED ON THE PIPE. INSTALL THE
INSULATION BOARDS 6 INCHES ABOVE THE TOPS OF THE PIPES ON MECHANICALLY
COMPACTED AND LEVELED PIPE BEDDING MATERIAL. USE HIGH DENSITY, CLOSED CELL,
RIGID BOARD MATERIAL EQUIVALENT TO DOW STYROFOAM HI-40 PLASTIC FOAM
INSULATION.
8.TRACER WIRE: LOCATING REQUIREMENTS - A MEANS TO LOCATE BURIED UNDERGROUND
EXTERIOR NON METALLIC SEWERS/MAINS MUST BE PROVIDED WITH TRACER WIRE OR
OTHER METHODS IN ORDER TO BE LOCATED.
1.BRING ALL SITE UTILITIES TO 5' OUTSIDE OF THE BUILDING LINE WITH THE EXCEPTION OF
THE WATER SERVICE. EXTEND WATER SERVICE INTO THE BUILDING AND UP TO THE
FLANGE FOR THE WATER METER.
2.SEPARATION OF WATER AND SEWER: PROVIDE A MINIMUM HORIZONTAL SEPARATION OF
10 FEET BETWEEN ALL WATER AND SEWER LINES. PROVIDE A MINIMUM SEPARATION OF
18 INCHES AT ALL WATER LINE AND SEWER LINE CROSSINGS.
3.WATERMAIN DEPTH: MAINTAIN 5.5 FEET OF COVER OVER THE TOP OF THE WATER LINES
TO THE FINISHED GRADE. VERIFY ELEVATION OF PROPOSED AND EXISTING WATER LINES
AT ALL UTILITY CROSSINGS. INSTALL THE WATER LINES AT GREATER DEPTHS IN ORDER
TO CLEAR STORM SEWERS, SANITARY SEWERS, OR OTHER UTILITIES AS REQUIRED.
INCLUDE COSTS TO LOWER WATER LINES IN THE BASE BID.
4.TESTING: PRESSURE TEST AND PERFORM BACTERIOLOGICAL TESTS ON ALL WATER
LINES UNDER THE SUPERVISION OF THE CITY OF ANKENY. NOTIFY THE CITY AT LEAST 24
WORKING HOURS PRIOR TO ANY TESTING. PRESSURIZE THE WATERLINE TO 1034-KPA
(150-PSI) GAUGE PRESSURE (MEASURED AT THE POINT OF LOWEST ELEVATION) BY
MEANS OF A PUMP CONNECTED TO THE PIPE IN A SATISFACTORY MANNER. MAINTAIN
THE TEST PRESSURE FOR A MINIMUM OF 2 HOURS. DO NOT ADD WATER TO THE
WATERMAIN IN ORDER TO MAINTAIN THE REQUIRED PRESSURE DURING THE WATER MAIN
PRESSURE TESTING. THE TEST SECTION OF PIPE IS ACCEPTABLE WITH A PRESSURE
DROP OF 34 KPA (5 PSI) OR LESS.
5.USE MECHANICAL JOINT RESTRAINT DEVICES FOR JOINT RESTRAINT ON ALL WATERMAIN
BENDS HAVING A VERTICAL OR HORIZONTAL DEFLECTION OF 22-1/2 DEGREES OR
GREATER, ALL VALVES, STUBS, EXTENSIONS, TEES, CROSSES, PLUGS, ALL HYDRANT
VALVES, AND ALL HYDRANTS IN ACCORDANCE WITH VILLAGE REQUIREMENTS. USE
"SERIES 1100 MEGALUG" MANUFACTURED BY EBAA IRON INC., EASTLAND, TEXAS, OR
APPROVED EQUAL, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS FOR RESTRAINT ON DUCTILE IRON PIPE.
6.AT ALL VALVE LOCATIONS WHICH REQUIRE A 12" OR SMALLER VALVE, INSTALL GATE
VALVES WHICH ARE OF THE COMPRESSION RESILIENT SEATED (CRS) TYPE. USE
AMERICAN FLOW CONTROL'S SERIES 2500 DUCTILE IRON RESILIENT WEDGE GATE VALVE,
OR APPROVED EQUAL. GATE VALVES SHALL CONFORM TO AWWA C509. INSTALL CAST
IRON VALVE BOXES CONFORMING TO ASTM A48 AT EACH VALVE LOCATION. VALVE
BOXES SHALL BE THE THREE-PIECE TYPE WITH 5-1/4" SHAFTS. USE TYLER 6860-G WITH
NO. 6 BASE, OR EQUIVALENT. VALVE BOXES SHALL HAVE AT LEAST 6" OF ADJUSTMENT
ABOVE AND BELOW FINISHED GRADE. DROP COVERS ON VALVE BOXES SHALL BE ROUND
AND BEAR THE WORD "WATER" CAST ON THE TOP. USE TYLER 6860-G "STAYPUT"
COVERS WITH EXTENDED SKIRT, OR EQUIVALENT.
7.USE MUELLER H 10300 OR FORD EM 2 7057, OR APPROVED EQUAL, AT ALL CURB STOP
LOCATIONS. STATIONARY ROD IS REQUIRED ON ALL CURB STOPS.
8.ALL PRIVATE WATERMAIN AND LATERALS 4" OR LARGE FOR THE SITE SHALL BE CLASS 52
DUCTILE IRON THAT CONFORM TO THE REQUIREMENTS OF AMERICAN NATIONAL
STANDARD FOR DUCTILE IRON PIPE, CENTRIFUGALLY CAST, FOR WATER (ANSI/AWWA
C151/A21.51 - LATEST REVISION). PIPE SHALL BE CEMENT LINED, PUSH-ON JOINT, AND
BONDING STRAPS TO PROVIDE ELECTRICAL CONDUCTIVITY WITHOUT FIELD WELDING.
ALL PUBLIC WATER MAIN SHALL BE PVC C-900 AND ALL COMPONENTS SHALL CONFORM
WITH CITY OF WAUKEE STANDARD SPECIFICATIONS.
9.TRACER WIRE: LOCATING REQUIREMENTS - A MEANS TO LOCATE BURIED UNDERGROUND
EXTERIOR NON METALLIC SEWERS/MAINS MUST BE PROVIDED WITH TRACER WIRE OR
OTHER METHODS IN ORDER TO BE LOCATED.
10.WHERE EXISTING GAS, ELECTRIC, CABLE, OR TELEPHONE UTILITIES CONFLICT WITH THE
WORK, COORDINATE THE ABANDONMENT, RELOCATION, OFFSET, OR SUPPORT OF THE
EXISTING UTILITIES WITH THE APPROPRIATE LOCAL UTILITY COMPANIES. COORDINATE
NEW GAS METER AND GAS LINE INSTALLATION, ELECTRIC METER AND ELECTRIC SERVICE
INSTALLATION, CABLE SERVICE, AND TELEPHONE SERVICE INSTALLATION WITH THE
LOCAL UTILITY COMPANIES.
11.COORDINATE BUILDING UTILITY CONNECTION LOCATIONS AT 5 FT. OUT FROM THE
PROPOSED BUILDING WITH THE WITH THE INTERIOR PLUMBING CONTRACTOR PRIOR TO
CONSTRUCTION. VERIFY WATER AND SEWER SERVICE LOCATIONS AND ELEVATIONS
WITH THE MECHANICAL ENGINEER PRIOR TO CONSTRUCTION.
12.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN ARE FROM RECORD
INFORMATION. THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING UTILITIES ARE
SHOWN OR, IF SHOWN, EXIST IN THE LOCATIONS INDICATED ON THE PLAN. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE FINAL VERTICAL AND HORIZONTAL
LOCATION OF ALL EXISTING UTILITIES (INCLUDING WATER AND SEWER LINES AND
APPURTENANCES). NOTIFY THE ENGINEER OF ANY DISCREPANCIES
TOLL FREE
1-800-292-8989
IOWA ONE CALL
CONNECT TO EXISTING
8" WATER MAIN AND
INSTALL REDUCERS
AND 4" VALVE
KWIK TRIP / KWIK STAR
STORE # 1056
FFE: 1048.90
SE ALICE'S ROADSANITARY
SEWER CLEANOUT
RIM: 1048.29
INV: 1042.90
DEPTH: 5.39'
GREASE TRAP, SEE
PLUMBING SHEETS
FOR DETAILS
6" PVC - 33' AT 1.25%
INVERT AT BUILDING = 1043.31 6" SAN SEWER47' PVC @ 1.25%SANITARY
SEWER CLEANOUT
RIM: 1048.34
INV: 1042.31
DEPTH: 6.03'6" SAN SEWER37' PVC @ 1.25%SANITARY
SEWER CLEANOUT
RIM: 1049.77
INV: 1041.85
DEPTH: 7.92'
6" SAN SEWER - 129' PVC @ 1.25%
JOIN EXISTING
SANITARY SEWER
INV: 1039.27
DEPTH: 7.27'±
6" PVC - 62' AT 2.5%
INVERT AT BUILDING = 1043.83
213 LF - 4" D.I. WATER LINE
61 LF - 4" D.I. WATER LINE52 LF - 4" D.I. WATER LINE
INSTALL
4" VALVE
EXTENSIONS OF SANITARY
SEWER AND WATER BY
OTHERS. CONNECTION TO
EXTENSIONS BY KWIK STAR
CONTRACTOR
CONNECT TO
GAS METER
CONNECT TO
ELECTRICAL PANEL
RELOCATE HYDRANT
TO THIS LOCATION
6" SAN SEWER
15' PVC @ 1.25%
SANITARY
SEWER
CLEANOUT
RIM: 1047.28
INV: 1039.46
DEPTH: 7.82'±
6" SAN
S
E
W
E
R
-
6
2'
P
V
C
@
1
.
2
5
%
SANITARY SEWER
CLEANOUT
RIM: 1047.96
INV: 1040.24
DEPTH: 7.72'±
RIM: 1048.23
RIM: 1048.35
ELECTRICAL AND NATURAL
GAS LOCATIONS TO BE
DETERMINED BY THE UTILITY
SERVICE PROVIDER
ESTIMATED ROUTE FOR
ELECTRIC AND GAS, ACTUAL
ROUTE MAY VARY
WATER DISTRIBUTION SYSTEM
SANITARY SEWER SYSTEM
CROSSING #1
SEE TABLE
MAINTAIN 18"
OF SEPARATION
150' RADIUS
AROUND HYDRANT150' RADIUS
AROUND HYDRANT
150' RADIUS
AROUND HYDRANT
GENERAL NOTES
A.SAND AND OIL SEPERATOR IS LOCATED
WITHIN THE CARWASH. SEE THE MEP
AND ARCHITECTURAL PLANS FOR
DETAILS.
SEE NOTE A
PIPE CROSSING TABLE
1.BOTTOM OF 6" SANITARY = 1042.53'
TOP OF 4" WATER = 1041.03'
2.BOTTOM OF 12" STORM = 1045.02'
TOP OF 4" WATER = 1043.52'
3.BOTTOM OF 6" SANITARY = 1041.73'
TOP OF 4" WATER = 1040.23'
4.BOTTOM OF 12" STORM = 1045.08'
TOP OF 6" SANITARY = 1042.43
5.BOTTOM OF 8" SANITARY = 1037.97'
TOP OF 4" WATER = 1036.17'
CROSSING #3, SEE TABLE
MAINTAIN 18" OF SEPARATION
CROSSING #2
SEE TABLE
CROSSING #4
SEE TABLE
INSTALL 2" VALVE
8 LF - 2" WATER LINE
42 LF - 8" PVC C-900WATER LINE29 LF - 8" PVC C-900
WATER LINE
PROPOSED 8" VALVE
CONNECT TO
EXISTING WATER W/
90 DEGREE BEND
CROSSING #5, SEE TABLE
MAINTAIN 18" OF SEPARATION
IRRIGATION
METER PIT
TRANSFORMER
LOCATION
FIRE
DEPARTMENT
CONNECTION
UTILITY ROOM
CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 4.0MISC. DETAILS9
NOT TO SCALE
66" X 6" DIAMETER PIPE BOLLARD 30" TYPICAL36" TYPICAL66"EXPANSION FELT
6" MIN. CLASS 5 BASE
NOTE: SEE ARCHITECTURAL PLANS FOR REMOVABLE
BOLLARD LOCATION AND DETAIL
SP4.0
6
NOT TO SCALE
60" X 6" DIAMETER PIPE BOLLARD 30" TYPICAL30" TYPICAL60"EXPANSION FELT
6" MIN. CLASS 5 BASE
NOTE: SEE ARCHITECTURAL PLANS FOR REMOVABLE
BOLLARD LOCATION AND DETAIL
SP4.0
7
8
CONCRETE CURB AND GUTTER
NOT TO SCALE
NOT TO SCALE
FLUSH SIDEWALK DETAIL
SEE PLAN FOR WALK DIMENSION
6X6-W1.4XW1.4 W.W.F.
2-#4 BARS CONT.
6" CONC. WALK W/
6"
BASE COURSE
ROUGH GRADE
2" RADIUS
6"C.J.'S AT 5'-0" O.C.
EXP. JOINTS AT 25'-0" O.C.
TOP OF SIDEWALK
ELEVATION SHOWN
ON PLANS
SP4.0
SP4.0
5
4
8" CONCRETE PAVEMENT
8" CONCRETE
PAVEMENT DETAIL
SEE GEOTECH REPORT FOR
SUBGRADE PREPARATIONS
6" CONCRETE PAVEMENT
6" CONCRETE
PAVEMENT DETAIL
SEE GEOTECH REPORT FOR
SUBGRADE PREPARATIONS
NOT TO SCALE
CONCRETE PAVEMENT SECTIONS
THICKENED EDGE SIDEWALK
SEE PLAN FOR WALK DIMENSION
6X6-W1.4XW1.4 W.W.F.
2-#4 BARS CONT.
6" CONC. WALK W/
6"
BASE COURSE
2" RADIUS
6"PAVING
C.J.'S AT 5'-0" O.C.
EXP. JOINTS AT 25'-0" O.C.FL ELEVATION AS
SHOWN PLANS
SP4.0
SP4.0
STANDARD 2' X 3' STORM SEWER CATCHBASIN - RECTANGULAR INLET
NOT TO SCALE
2
SP4.0
NOT TO SCALESP4.0
1 CLASS A COMMERCIAL DRIVEWAY DETAIL
10
NOT TO SCALESP4.0
MAXIMUM PIPE DIAMETERS
CASTING
6''6''
4W2
4W1
WALL
DEPTH
FORM GRADE
4''6'' MIN.
12'' MIN.
PLAN
8'' MIN.
3'-0''
OPTIONAL
CONSTRUCTION
JOINT (TYP.)
CONCRETE
FILLET
4B1
SHORT WALL
2'-0''
WALL
HEIGHT
LOWEST
FLOWLINE
BASE
4B2
SECTION A-A
2
DIAGONAL BAR
(TYP.)
1 4
3
1
2
3
4
REINFORCING BAR LIST
LENGTH
WALL HEIGHT MINUS 4''
3'-8''
2'-8''
4'-2''
3'-2''
COUNT
14
VARIES
VARIES
4
5
MARK
4W1
4W2
4W3
4B1
4B2
SIZE
4
4
4
4
4
SPACING
12''
12''
12''
10''
10''
LOCATION
WALLS
LONG WALLS
SHORT WALLS
BASE
BASE
6''
SHORT WALL
2'-0''
4'-0''
LOCATION STATION
(BACK OF CURB)
LONG
WALL
3'-0''
CAST-IN-PLACE
STRUCTURE
18''
30''
PRECAST
STRUCTURE
15''
24''
PIPE
LOCATION
SHORT WALL
LONG WALL
INSTALL FOUR #4 DIAGONAL BARS
AT ALL PIPE OPENINGS.
SW-603 TYPE R UNLESS TYPE Q IS
SPECIFIED IN THE CONTRACT
DOCUMENTS.
CAST-IN-PLACE BASE SHOWN. IF
BASE IS PRECAST INTEGRAL WITH
WALLS, THE FOOTPRINT OF THE
BASE IS NOT REQUIRED TO EXTEND
BEYOND THE OUTER EDGE OF THE
WALLS.
12 INCH MINIMUM WALL HEIGHT
ABOVE ALL PIPES.
CAR WASH PAY STATION DETAIL
1
KEYNOTES:
1.BOLLARD LIGHT
2.6" BOLLARD
3.TRASH CAN
4.GATE ARM
5.1" POWER CONDUIT AND 3 4" DATA CONDUIT
6.PAY STATION
7.CONCRETE CURB
8.PLANTER BED (SEE LANDSCAPING PLAN)
1 2
3
2
45
3 6
7
1'
12'
4'
4'
88
12"6"
3 4"6"3"R
13"2.5"R
CURB AND GUTTER
STANDARD CONCRETE
73 4"
NOTES:
3 4"6"
7"
6"3"R
13"12"
CURB AND GUTTER
REJECT CONCRETE
LATERAL CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF NOT
MORE THAN 15' NOR LESS THAN 6' IN LENGTH. THE JOINTS SHALL BE A
MINIMUM OF 3" IN DEPTH EXPANSION JOINTS SHALL BE PLACED
TRANSVERSELY AT RADIUS POINTS ON CURVES OF RADIUS 200' OR LESS,
AND AT ANGLE POINTS, OR AS DIRECTED BY THE ENGINEER.
THE EXPANSION JOINT SHALL BE A ONE PIECE ASPHALTIC MATERIAL
HAVING THE SAME DIMENSIONS AS CURB & GUTTER AT THAT STATION
AND BE 1/2" THICK. IN ALL CASES, CONCRETE CURB & GUTTER SHALL BE
PLACED ON THOROUGHLY COMPACTED CRUSHED STONE.
2.5"R
60" X 6" DIA. CONCRETE FILLED
STEEL PIPE W/ 30" EXPOSURE.
PAINT: FACTORY PRIMER;
BOLLARD COVER PER OWNER
6" DEPTH CONCRETE
PAVEMENT SLOPE PER
GRADE PLAN
66" X 6" DIA. CONCRETE FILLED
STEEL PIPE W/ 30" EXPOSURE.
PAINT: FACTORY PRIMER;
BOLLARD COVER PER OWNER
6" DEPTH CONCRETE
PAVEMENT SLOPE PER
GRADE PLAN
PAVING
NOT TO SCALESP4.0
3 ROOF DRAIN PIPING DETAIL
P
R
O
P
E
R
T
Y
L
I
N
E
AS S
P
E
CI
FI
E
D
DETAIL B
TYPE A WITH RADII
TYPICAL SECTION
8
BACK OF
CURB
REFER TO
DETAIL B
4
2
6
7
2 3 DROP CURB
HEIGHT: 0" TO 2"
CURB
O
P
E
NI
N
G
DRIV
E
W
A
Y
WI
D
T
H
18"12"
CURB
DRIVEWAY
'B' JOINT
SIDEWALK
1'-0"
MI
N.
2
'E' JOINT
9'C' OR 'E'
JOINT
'C' JOINT
BACK OF CURB 7
#5 X 36"
REINFORCING
BAR
1'-0"
1'-0"
1 R
10
10
5
DRIVEWAY RADIUS (R).
RESIDENTIAL: 10 FOOT MINIMUM,15
FOOT MAXIMUM.
COMMERCIAL AND INDUSTRIAL: AS
SPECIFIED IN THE CONTRACT
DOCUMENTS.
TRANSITION THE CURB HEIGHT TO 0
INCHES AT END OF TAPER/RADIUS OR AT
THE FRONT EDGE OF SIDEWALK. DO
NOT EXTEND RAISED CURB ACROSS
SIDEWALK.
PAVEMENT THICKNESS.
RESIDENTIAL: 6 INCHES MINIMUM.
COMMERCIAL AND INDUSTRIAL: 7
INCHES MINIMUM.
SIDEWALK THICKNESS THROUGH
DRIVEWAY TO MATCH THICKNESS OF
DRIVEWAY.
CENTER REINFORCING BAR VERTICALLY
IN THE PAVEMENT.
MATCH THICKNESS OF ADJACENT
ROADWAY, 8 INCHES MINIMUM.
PROVIDE 'E' JOINT AT BACK OF CURB
UNLESS 'B' JOINT IS SPECIFIED.
FOR ALLEYS, INVERT THE PAVEMENT
CROWN 2% TOWARD CENTER OF ALLEY.
TARGET CROSS SLOPE OF 1.5% WITH A
MAXIMUM CROSS SLOPE OF 2.0%. IF
SPECIFIED IN THE CONTRACT
DOCUMENTS, CONSTRUCT THE
SIDEWALK THROUGH THE DRIVEWAY 5
FEET WIDE TO SERVE AS A PASSING
SPACE.
IF CROSS SLOPE OF ADJACENT
SIDEWALK PANEL EXCEEDS 2.0%,
REMOVE AND REPLACE TO TRANSITION
FROM EXISTING SIDEWALK TO
SIDEWALK THROUGH DRIVEWAY. IF
ELEVATION CHANGE REQUIRES A CURB
RAMP, COMPLY WITH FIGURE 7030.205;
VERIFY NEED FOR DETECTABLE
WARNING PANEL WITH ENGINEER.
1
2
3
4
5
6
7
8
9
10 6"
CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SP 4.1MISC. DETAILS7
NOT TO SCALESP4.1
SANITARY/WATER MAIN BEDDING
8
NOT TO SCALESP4.1
SANITARY SEWER CLEANOUTENDWALL GRATE DETAIL
NOT TO SCALE
2
SP4.1
NOT TO SCALESP4.1
1 PRECAST STORM MANHOLE
6
NOT TO SCALE
3
SP4.1SP4.1 NOT TO SCALE
WATER VALVE DETAIL STORM SEWER CLEANOUT
1614121086PIPE DIA., INCHES
"X" DIMENSION, INCHES 302521171312
VIEW ALONG PIPELINE SECTION VIEW
STAY-ON TOP
MARKED "WATER"FINISHED GRADE
BACKFILL
VALVE BOX
ADAPTOR
1" CLEAR
STONE
GRANULAR
BACKFILL
"X"
4"
SOLID CONCRETE BLOCKS
NOTES:
- SOLID CONCRETE BLOCKS SHALL BE USED. HARDWOOD BLOCKS ARE
PROHIBITED.
- VALVES SHALL BE SECURED WITH RODDING OR MEGALUGS TO THE NEAREST
"TEE" FITTING OR TO THE FIRST JOINT CONNECTING A FULL SECTION OF WATER
MAIN PIPE.
5
NOT TO SCALESP4.1
APRON ENDWALL FOOTING
4
NOT TO SCALESP4.1
TANK LAYOUT & ELEVATIONTANK LAYOUT DIAGRAMTANK ELEVATION DIAGRAM
N O R T H
PROFILE
PLAN
FRONT
ELLIPTICAL12" - 24"
27" - 45"
up to 24" eq.
30" to 45"
3
4"
up to 24" eq.
30" to 45"7
8"
3
4"
7
8"
3
4"
7
8"
5
8"
3
4"
5
8"
3
4"
5
8"
3
4"1"
3
4"
1"
3
4"
1"
3
4"
12"
15"
18" - 24"
27" - 36"
42" - 45"6"
5"
4"
3"
42" to 45"
30" to 36"
24"
18"3"
4"
5"
6"
21
2"
BOLT LENGTH = PIPE WALL THICKNESS + 21
2"ARCHROUNDHOLE DIA.
REQ'D.
PIPE SIZE
(DIA. or EQUIV.)
BOLT
DIA.
BAR
SIZE
BAR SIZES
ROUND
PIPE SIZE H
EQUIVALENT
DIAMETER
ELLIPTICAL
H
PROVIDE GUARD DIMENSIONS TO FIT WITH TYPE OF
APRON PROVIDED. ENSURE 'V' BAR COMPLETELY RESTS
ON APRON.
INTERMEDIATE
CROSS BAR(S)
'V' Bar
HINGED
CONNECTIONS
6" max.
H
'V' BAR
INTERMEDIATE
CROSS BAR(S)
1
1
ALL GUARDS MUST INCLUDE AT LEAST ONE
INTERMEDIATE CROSS BAR. IF PIPE DIAMETER, OR
EQUIVALENT DIAMETER, IS 60 INCHES OR GREATER,
USE TWO INTERMEDIATE CROSS BARS EQUALLY
SPACED.
1
SW-602 CASTING
PRECAST TOP
1
ADJUSTMENT RINGS
6'' MIN.
BASE
SQUARE EDGE7
48
60
72
84
96
24
36
42
48
60
18
24
30
36
42
2 1
2
3
3
STEPS (TYP.)
12" min
DEPTH
LOWEST
FLOWLINE
4"
#4 BARS @ 12''
O.C. EACH WAY
LOCATION STATION
PRECAST RISER
SECTIONS
CONCRETE
FILLET
PLAN
MANHOLE DIAMETER
MANHOLE
DIAMETER
(INCHES)
MAXIMUM PIPE DIAMETER
(INCHES) FOR 2 PIPES
AT 180°
SEPARATION
AT 90°
SEPARATION
CAST-IN-PLACE BASE SHOWN. IF BASE IS PRECAST
INTEGRAL WITH BOTTOM RISER, THE FOOTPRINT OF THE
BASE IS NOT REQUIRED TO EXTEND BEYOND THE OUTER
EDGE OF THE RISER.
FOR ADDITIONAL CONFIGURATIONS, MAINTAIN A MINIMUM
OF 12 INCHES OF CONCRETE BETWEEN VERTICAL EDGES
OF PIPE OPENINGS.
12 INCH MINIMUM RISER HEIGHT ABOVE ALL PIPE
OPENINGS.
8" min
27"Ø
42.0'
9.0'
2'
9.0'
2'
9.0'
42.0'
26.0'
USE IN NON-TRAFFIC AREAS.
4" (MIN.)
6"
TYPE A-2 CLEANOUT
(DIMENSIONS ARE NOMINAL)
END OF RUN IN-LINE
TYPE A CLEANOUT CONNECTIONS
DETAIL A
1'-8"
9"
CONCRETE
#4 HOOP
CASTING.
SEE DETAIL A
45° BEND
SUBDRAIN WYE
45° BEND
CLEANOUT
1
2
3
4
5
6
CLEANOUT
THREADED PVC CAP
OR IRON BODY
FERRULE WITH
BRASS SCREW PLUG
2
1
6
TYPE A-1 CLEANOUT
1 4
6
7 8"
15 5 8
9 7 8
LIGHT DUTY CASTING. LABEL LID WITH
"STORM" OR "STORM C.O."
DO NOT ALLOW CASTING TO BEAR ON
TOP OF RISER PIPE; PROVIDE 2 INCH
CLEARANCE, MINIMUM.
A MANUFACTURED CLEANOUT MAY BE
USED IN LIEU OF A TYPE B CLEANOUT,
IF APPROVED BY THE ENGINEER.
DESIGN IS INTENDED FOR USE IN
CONJUNCTION WITH 8 INCH PVC RISER
PIPE. OTHER SIZED CAPS MAY BE USED
WITH SMALLER PIPE, AS APPROVED BY
THE ENGINEER.
PROVIDE TYPE G CASTING, AS REQUIRED
TO FIT PIPE SIZE.
PVC RISER PIPE; MATCH DIAMETER OF
SUBDRAIN (8 INCHES MAXIMUM).
W WDD
12"
15"
18"
24"
30"
36"
42"
Mark
4f1
4f2
4f1
4f2
4f1
4f2
4f1
4f2
4f1
4f2
4f1
4f2
4f1
4f2
Size
4
4
4
4
4
4
4
4
4
4
4
4
4
4
Count
3
2
3
2
3
3
3
3
3
4
3
5
3
5
Mark
4f1
4f2
4f1
4f2
4f1
4f2
4f1
4f2
4f1
4f2
4f1
4f2
4f1
4f2
Size
4
4
4
4
4
4
4
4
4
4
4
4
4
4
Length
7'-6"
3'-8"
8'-1"
3'-8"
8'-7"
3'-8"
8'-7"
3'-8"
9'-8"
3'-8"
10'-3"
3'-8"
10'-9"
3'-8"
Count
3
6
3
6
3
6
3
6
3
7
3
7
3
8
48"
54"
60"
66"
72"
78"
84"
7'-10"
8'-5"
8'-11"
8'-11"
10'-0"
10'-7"
11'-1"
Length
2'-0"
3'-8"
2'-6 "
3'-8"
3'-1"
3'-8"
4'-2"
3'-8"
5'-3"
3'-8"
6'-4"
3'-8"
6'-11"
3'-8"
2'-4"
2'-10 "
3'-5"
4'-6"
5'-7"
6'-8"
7'-3"
1212
REINFORCING BAR LIST
TYPICAL SECTION ELEVATION
RCP APRON SECTION
D
48"48"
6"
1'-8"W
RCP APRON
SECTION
4f1
4f2
#4 BARS @ 18" O.C.
(DIMENSIONS ARE NOMINAL)
CLEANOUT
CASTING
SEWER MAIN
6''9''
45° BEND
WYE
4'' MIN.
2'' MIN.
CASTING
CAP
#4 BAR (TYP.)
6'' PVC RISER
1
1
2
3
4
STANDARD DUTY CASTING COMPLYING WITH
AASHTO M 306. MARK LID WITH ''SANITARY'' OR
''SANITARY C.O.''
DO NOT ALLOW CASTING TO BEAR ON TOP OF
RISER PIPE.
6 INCH PVC SERVICE PIPE
THREADED PVC CAP OR IRON BODY FERRULE
WITH BRASS SCREW PLUG
1
2
43
20'' MIN.
CONCRETE PAD
Plug
97
8"
7
8"
157
8"7
8"
4'' MIN.
SDR 35
SOLID WALL
PVC PIPE
PIPE
DIAMETER
(IN)
PIPE
DIAMETER
(IN)
SDR 23.5 SDR 26
ASTM D 3034
30'28'24'
30'
30'
30'
28'
28'
28'
24'
24'
24'
ALLOWABLE BEDDING CLASSES
PIPE MATERIAL
F-1, F-2, F-3
NOT ALLOWED
F-3
F-3
CLASS F-3CLASS F-2
CLASS F-1
1
1
1
1
STORM SEWER SANITARY SEWER
DUCTILE IRON
HDPE
POLYPROPYLENE
PVC
Key
OD
TW
=
=
OUTSIDE DIAMETER OF PIPE
TRENCH WIDTH AT TOP OF PIPE:
MIN. = OD+18 INCHES OR 1.25XOD+12 INCHES
(WHICHEVER IS GREATER)
TW
TW
TW
ALLOWABLE BURY DEPTH
CLASS I
BEDDING
MATERIAL
4'' MIN.4'' MIN.
DUCTILE IRON, AWWA C151, CLASS 52
CLASS F-1
BEDDING
CLASS F-2
BEDDING
CLASS F-3
BEDDING
8
10
12
15
4
6
8
10
12 37'
40'
40'
40'
40'40'
40'
40'
40'
40'40'
40'
40'
40'
40'
OD
CLASS 1 BEDDING MATERIAL
ODOD
12"
2
2
PLACE REMAINDER OF BEDDING AND BACKFILL MATERIALS AS
SPECIFIED IN THE CONTRACT DOCUMENTS.
MINIMUM DEPTH OF BURY 12 INCHES OR AS SPECIFIED BY THE
MANUFACTURER.
F-1, F-2, F-3
F-2, F-3
F-2, F-3
F-2, F-3
ALL LARGE TANKS IDENTICAL (9' X 42')
20,000 GALLON
SEE SHEET SP2.1 FOR
SURFACE ELEVATIONS
ABOVE TANKS
14.0'UNL20KDSL 212K20KUNL88PREMSPLIT 20KE85TRASH GUARDS ARE NOT TO BE INSTALLED
ON 48" IN DIAMETER OF LARGER
NO
PARKING
LOADING
ZONE
CAR
WASHREJECT
REJ
E
C T
R E J E C T C U R B
UNL20KDSL 212K20KUNL88PREMSPLIT 20KE8510451043 10441046104810451043104410431047105010471048104810481049105110521045104610471048 10501048104910511049
1045104310441050104910511048
10471048104
5
104610471
0
4
7
1048
1
0
4
810471048
104510461050
1049
10
5
1
1052
1053
104610471048
10491045104610471048104910551053105410561050
1051104510461
0
4
7
10
4
8
10
4
9
10451044104
6104510441046
10451045104510451044104410461046CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SWP 1.0EROSION CONTROL PLANN O R T H
TOLL FREE
1-800-292-8989
IOWA ONE CALL
CONSTRUCTION
ENTRANCE, SEE SHEET
SWP 1.2
FOR DETAIL
CONCRETE WASHOUT
SEE SHEET SWP 1.3
FOR DETAIL
KWIK TRIP / KWIK STAR
STORE # 1056
FFE: 1048.90
CAR WASH
FFE: 1048.23
SE ALICE'S ROADAREAS TO
BE SODDED
AREA TO BE SODDED
EROSION MAT,
SEE SHEET
SWP 1.2 FOR DETAIL
SILT FENCE,
SEE SHEET
SWP 1.2 FOR DETAIL
SILT FENCE,
SEE SHEET
SWP 1.2 FOR DETAIL
RIP-RAP (TYP),
SEE SHEET
SWP 1.2 FOR DETAIL
RIP-RAP (TYP),
SEE SHEET
SWP 1.2 FOR DETAIL
RIP-RAP (TYP),
SEE SHEET
SWP 1.2 FOR DETAIL
BASIN OVERFLOW
TURF REINFORCEMENT MAT
INTAKE PROTECTION
TYPE D, SEE SHEET
SWP 1.2 FOR DETAIL
INTAKE PROTECTION
TYPE D, SEE SHEET
SWP 1.2 FOR DETAIL
OPEN-THROAT CURB
INTAKE SEDIMENT FILTER.
SEE DETAIL ON SWP 1.3
OPEN-THROAT CURB
INTAKE SEDIMENT FILTER.
SEE DETAIL ON SWP 1.3
OPEN-THROAT CURB
INTAKE SEDIMENT FILTER.
SEE DETAIL ON SWP 1.3
SILT FENCE,
SEE SHEET
SWP 1.2 FOR DETAIL
SILT FENCE,
SEE SHEET
SWP 1.2 FOR DETAIL
SILT FENCE,
SEE SHEET
SWP 1.2 FOR DETAIL
AREAS TO
BE SODDED
AREAS TO
BE SODDED
OPEN-THROAT CURB
INTAKE SEDIMENT FILTER.
SEE DETAIL ON SWP 1.3
AREA TO BE SODDED
AREA TO BE SODDED
AREA TO BE SODDEDAREA TO BE SODDED
CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SWP 1.1EROSION CONTROL NOTESP O L L U T I O N C O N T R O L :
• ’
•
SITE INVESTIGATION, INSTALLATION, IMPLEMENTATION
S E D I M E N T C O N T R O L :
G E N E R A L S T O R M W A T E R P O L L U T I O N P R E V E N T I O N
OWNER CONTACT:
NAME: EMILY KRONEBUSCH
COMPANY:KWIK TRIP INC.
ADDRESS:KWIK TRIP, INC. - STORE ENGINEERING
1626 OAK STREET, P.O. BOX 2107
LA CROSSE, WI 54602
TELEPHONE:(608) 793-6414
E R O S I O N C O N T R O L :
G E N E R A L S O I L S T A B I L I Z A T I O N :
I N S P E C T I O N S - M A I N T E N A N C E - D A I L Y R E C O R D - A M E N D T H E S W P P P L A N :P O L L U T I O N C O N T R O L C O N 'T :
•
•
•
•
•
•
CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SWP 1.2EROSION CONTROL DETAILS1
1
12" THICK
MIN.
EXISTING PAVEMENT 3" - 6" CLEAR STONE, ALL
MATERIAL TO BE
RETAINED ON 3" SIEVE.
MIN. 12" THICK
GEOTEXTILE MATERIAL6" HIGH BERM
3'
5:15:1
NOTE: MAINTAIN THE ROCK ENTRANCE TO PREVENT TRACKING ONTO
PAVEMENT
FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION
THROUGH ROCK.
20' MI
N.
10' MI
N.
50'
M
I
N
.
EXIS
TI
N
G
R
O
A
D
W
A
Y
NOT TO SCALE
5 CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
4
SWP1.2
SWP1.2
ALL EROSION CONTROL MEASURES TO BE INSTALLED AND
MAINTAINED PER IOWA SUDAS STANDARDS
GENERAL NOTES:
MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON WIS DOT PRODUCT ACCEPTABILITY LIST MAY BE
SUBSTITUTED.
WHEN REMOVING OR MAINTAINING INLET PROTECTION, ARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE
GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED
IMMEDIATELY.
FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10"
AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.
FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL 18" OF FABRIC IS WRAPPED
AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE
HEIGHT OF THE CURB BOX OPENING.
FLAP POCKET SHALL BE LARGE ENOUGH TO ACCEPT A WOOD 2" x 4".
1
2
3
INSTALLATION NOTES:
TYPE C
·TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE.
·THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER
METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET.
TYPE D
·DO NOT INSTALL INLET PROTECTION TYPE D IN INLETS SHALLOWER THAN 30", MEASURED FROM THE BOTTOM OF THE INLET
TO THE TOP OF THE GRATE.
·THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT
THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CINCH THE BAG, USING
PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACED AT A MAXIMUM OF 4" FROM THE BOTTOM OF
THE BAG.
NOT TO SCALE
3 RIPRAP DETAIL
SWP1.2
RIP-RAP OUTLET PROTECTION DIMENSIONS
STRUCTURE
NUMBER
PIPE DIAMETER
INCHES
APRON ENDWAL - 1 12" Ø HDPE
RIPRAP
SIZE
EROSION STONE
LENGTH (L)
FEET (MIN.)
8'
WIDTH (W)
FEET (MIN.)
6'
2'
2'
2"x4" FRAME
AROUND INLET.
GEOTEXTILE
FABRIC
(TYPE FF)
ALL
AROUND
INLET.
STAPLE
TO FRAME.
MIN. 6"
INLET PROTECTION, TYPE A
PROPOSED
SURFACE
INLET
INLET PROTECTION, TYPE C
(WITH CURB BOX)
GEOTEXTILE FABRIC,
(TYPE FF)
1
2
WOOD 2"x4" EXTENDS 10" BEYOND
GRATE WIDTH ON BOTH SIDES,
LENGTH VARIES. SECURE TO
GRATE WITH WIRE OR PLASTIC
TIES.
GEOTEXTILE FABRIC, TYPE FF
INLET SPECIFICATIONS AS PER
THE PLAN DIMENSION LENGTH
AND WIDTH TO MATCH
FRONT, BACK, AND
BOTTOM TO BE MADE
SINGLE PIECE OF FABRIC.
MINIMUM DOUBLE STITCHED
SEAMS ALL AROUND SIDE
PIECES AND ON FLAP POCKETS.
4" x 6" OVAL HOLE SHALL BE HEAT
CUT INTO ALL FOUR SIDE PANELS.12"
FLAP POCKET
8"4"12"USE REBAR OR STEEL ROD FOR REMOVAL
OR FOR INLETS WITH A CAST CURB BOX;
USE A WOOD 2" x 4" EXTENDED 10" BEYOND
SIDES OF GRATE. CONNECT
2" x 4" TO GRATE WITH WIRE OR PLASTIC TIES
INLET PROTECTION, TYPE D
3
1
3
NOT TO SCALESWP1.2
1 STORM WATER INLET PROTECTION
SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED WEEKLY
AND AFTER EACH SIGNIFICANT STORM (1" IN 24 HR.). ANY
REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/3 HEIGHT
OF THE FENCE OR 9 INCHES MAXIMUM.
THE REMOVED SEDIMENT SHALL BE VEGETATED OR OTHERWISE STABILIZED.
INSPECTION AND MAINTENANCE
SILT FENCE B
SILT FENCE A
FABRIC TO BE WRAPPED
AROUND FENCE POST
ROLL JOINTS
NOT TO SCALE
2 SILT FENCE INSTALLATION DETAILS
SWP1.2
Section A-A
2
1
AATOE OF SLOPEMIN.WIDTH, W = 6D3D24"T
SLOPE = 0%
LENGTH, L = 8D
ENGINEERING
FABRIC
STABLE GROUND
THICKNESS, T CONSTRUCT NOTCH
AT END OF APRON.
DEPTH = 2T
FOOTING FOR APRON
PLAN
PROFILE
FOR
E
S
L
O
P
E
BAC
K
SL
O
P
E
1
POST SPACING
(5'-0" max.)
POST SPACING
(5'-0" max.)
FABRIC
VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH.)
2" MIN.
20" MIN.
Post
WIRE OR
CABLE TIES
INSERT 12 INCHES OF FABRIC A MINIMUM
OF 6 INCHES DEEP (FABRIC MAY BE
FOLDED BELOW THE GROUND LINE).
1
TYPICAL SILT FENCE DITCH CHECK
ATTACHMENT TO POST
(PLAN VIEW)
FLOW
1
24"
36"
8'-0" SPACING
200'-0" MAX. LENGTH PER SECTION
(600'-0" IF SLOPE IS FLATTER THAN 5%)
2 (Profile View)
1
1
SEE PLANS FOR SPACING
'T' STEEL
FENCE POST
4'-0" MIN.
GROUND LINE
FABRIC
GROUND LINE FABRIC
GROUND CONTOURSINSTALL PARALLEL
TO GROUND
CONTOUR
INSTALL "J-HOOK" AT EACH END OF AN
INDIVIDUAL SECTION OF SILT FENCE
INSERT 12 INCHES OF FABRIC A MINIMUM
OF 6 INCHES DEEP (FABRIC MAY BE
FOLDED BELOW THE GROUND LINE)
REDUCE POST SPACING TO 5'-0" AT WATER
CONCENTRATION AREAS, OR AS REQUIRED TO
ADEQUATELY SUPPORT FENCE
1
2
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
DETAILS OF SILT FENCE
ON LONGITUDINAL SLOPES
NOT USEDAPRON ENDWALL - 2 15" Ø HDPE 10'7.5'
APRON ENDWALL - 3 12" Ø HDPE 8'6'
APRON ENDWALL - 4 12" Ø HDPE 8'6'
THICKNESS (T)
FEET (MIN.)
1.20'
1.20'
1.20'
1.20'
EROSION STONE
EROSION STONE
EROSION STONE
CONVENIENCE STORE #1056FAX (608) 781-8960
PH. (608) 781-8988
LA CROSSE, WI 54602-2107
1626 OAK STREET
P.O. BOX 2107
KWIK TRIP, Inc.
S. ANDERSON / M. WAHL
118.0739.30
NOTED
DRAWN BY
SCALE
PROJ. NO.
DATE
SHEET
DESCRIPTIONDATE#
5010 VOGES ROAD
MADISON, WISCONSIN 53718
608-838-0444
WAUKEE, IOWALOT 3 - AUTUMN RIDGE - ALICE'S ROADAPRIL 23, 2019
1ST RESUBMITTAL5/7/19
2ND RESUBMITTAL6/28/19
3RD RESUBMITTAL7/18/19
SWP 1.3EROSION CONTROL DETAILSNOT TO SCALE
6 NOT USED
SWP1.3
NOT TO SCALE
NOT USED
SWP1.3
5
NOT TO SCALE
3 NOT USED
NOT TO SCALE
NOT USED
SWP1.3
4
SWP1.3
NOT TO SCALE
1
SWP1.3
3:1
8'X8' MIN
3:1
3:1
3:1
TOP OF BERM
TOP OF BERMTOP OF BERMTOP OF BERMSIGN
8'X8' MIN.
OR AS REQ'D TO
CONTAIN WASTE CONCRETE
12" MIN.2'-0" MIN.
12" MIN.
3:1 OR FLATTER
SIDE SLOPES
EXISTING GRADE
COMPACTED
EMBANKMENT
MATERIAL,
TYP.
SURROUNDING
BERM
VEHICLE TRACKING
CONTROL PAD
PLAN VIEW
IMPERMEABLE LINER
(10MM PLASTIC, RUBBER OR
ENGINEERED CLAY)
CONCRETE WASHOUT AREA INSTALLATION NOTES
1.SEE EROSION CONTROL PLAN FOR LOCATIONS OF CONCRETE WASHOUT AREA(S). TO BE PLACED A MIN. OF 50' FROM DRAINAGEWAYS, BODIES OF WATER, AND INLETS.)
2.THE CONCRETE WASHOUT AREA(S) SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
3.VEHICLE TRACKING CONTROL PAD IS REQ'D AT THE ACCESS POINT(S).
4.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA(S), AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE
CONCRETE WASHOUT AREAS TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
5.EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION.
CONCRETE WASHOUT AREA MAINTENANCE NOTES
6.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE
7.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM SITE AND DISPOSED OF AT AN APPROVED WASTE SITE.
8.WHEN CONCRETE WASHOUT AREA(S) IS REMOVED, THE DISTURBED AREA SHALL BE STABILIZED PER SITE EROSION CONTROL MEASURES.
9.INSPECT WEEKLY AND DURING AND AFTER ALL STORM EVENTS. CLEAN-OUT OR COVER WASHOUT AREA PRIOR TO PREDICTED STORM EVENTS TO PREVENT OVER-FLOW.
CONCRETE WASHOUT AREA
TYPICAL SECTION
Leng
t
h
SEDIMENT FILTER CROSS SECTION SEDIMENT FILTER PLACEMENT
TRIM FRAME AS NEEDED TO TIGHTLY FIT IN THE
INTAKE THROAT. OVERLAP FABRIC A MINIMUM OF 3
INCHES AND SECURELY FASTEN.
SECURELY ATTACH FILTER FABRIC TO THE WIRE
FRAME LEAVING AN OVERFLOW OPENING ABOVE THE
FILTER FABRIC.
WOVEN MATERIAL MEETING THE REQUIREMENTS OF
TABLE 4196.01-1 OF THE STANDARD SPECIFICATIONS,
EXCEPT A MAXIMUM APPARENT OPENING SIZE US
SIEVE NO. 10 AND A MINIMUM FLOW RATE OF 145
GALLONS PER MINUTE PER SQUARE FOOT.
INSERT SEDIMENT FILTER TO CREATE A
COMPRESSION FIT IN THE INTAKE THROAT.
REMOVE SEDIMENT FILTER UPON STABILIZATION OF
SEDIMENT SOURCES.
CONVENIENCE STORE #1056 FAX (608) 781-8960PH. (608) 781-8988LA CROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107KWIK TRIP, Inc.S. ANDERSON / M. WAHL118.0739.30MAY 21, 2019NOTEDDRAWN BYSCALEPROJ. NO.DATESHEETDESCRIPTIONDATE#5010 VOGES ROADMADISON, WISCONSIN 53718608-838-0444WAUKEE, IOWA
LOT 3 - AUTUMN RIDGE - ALICE'S ROAD5/7/191ST SUBMITTAL6/28/192ND SUBMITTAL7/18/193RD SUBMITTALTOLL FREE1-800-292-8989IOWA ONE CALL LANDSCAPE NOTES
L 1.01.DRAWINGS ARE INTENDED TO BE PRINTED ON 22 X 34 PAPER. PRINTING THESEDRAWINGS AT A DIFFERENT SIZE WILL IMPACT THE SCALE. VERIFY THE GRAPHICSCALE BEFORE REFERENCING ANY MEASUREMENTS ON THESE SHEETS. THERECIPIENT OF THESE DRAWINGS SHALL BE RESPONSIBLE FOR ANY ERRORSRESULTING FROM INCORRECT PRINTING, COPYING, OR ANY OTHER CHANGESTHAT ALTER THE SCALE OF THE DRAWINGS.2.VERIFY ALL PLAN DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THEOWNER'S REPRESENTATIVE TO ADDRESS ANY QUESTIONS OR CLARIFY ANYDISCREPANCIES.3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.4.GEOTECHNICAL SOILS REPORT RECOMMENDATIONS SHALL BE FOLLOWEDDURING CONSTRUCTION. THE CONTRACTOR SHALL USE THESE CONTRACTDOCUMENTS AS A BASIS FOR THE BID. 5.CONTRACTOR SHALL CONFIRM THAT SITE CONDITIONS ARE SIMILAR TO THEPLANS, WITHIN TOLERANCES STATED IN THE CONTRACT DOCUMENTS, ANDSATISFACTORY TO THE CONTRACTOR PRIOR TO START OF WORK. SHOULD SITECONDITIONS BE DIFFERENT THAN REPRESENTED ON THE PLANS ORUNSATISFACTORY TO THE CONTRACTOR, THE CONTRACTOR SHALL CONTACTTHE OWNER'S REPRESENTATIVE FOR CLARIFICATION AND FURTHER DIRECTION.6.THE CONTRACTOR IS RESPONSIBLE TO PAY FOR, AND OBTAIN, ANY REQUIREDAPPLICATIONS, PERMITTING, LICENSES, INSPECTIONS AND METERS ASSOCIATEDWITH WORK.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIESASSESSED TO THE OWNER RELATING TO ANY VIOLATIONS ORNON-CONFORMANCE WITH THE PLANS, SPECIFICATIONS, CONTRACTDOCUMENTS, JURISDICTIONAL CODES, AND REGULATORY AGENCIES.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITYLOCATES PRIOR TO ANY EXCAVATION. REFER TO ENGINEERING UTILITY PLANSFOR ALL PROPOSED UTILITY LOCATIONS AND DETAILS. NOTIFY OWNER'SREPRESENTATIVE IF EXISTING OR PROPOSED UTILITIES INTERFERE WITH THEABILITY TO PERFORM WORK.9.UNLESS IDENTIFIED ON THE PLANS FOR DEMOLITION OR REMOVAL, THECONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENTOR EXISTING LANDSCAPE, ADJACENT OR EXISTING PAVING, OR ANY PUBLIC ANDPRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIRSUBCONTRACTOR'S OPERATIONS DURING INSTALLATION, ESTABLISHMENT ORDURING THE SPECIFIED MAINTENANCE PERIOD. ALL DAMAGES SHALL BEREPAIRED TO PRE-CONSTRUCTION CONDITIONS AS DETERMINED BY THEOWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FORLOGGING ANY DAMAGES PRIOR TO START OF CONSTRUCTION AND DURING THECONTRACT PERIOD.10.ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION LIMITSAS SHOWN ON THE PLANS. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDETHESE LIMITS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AT THECONTRACTOR'S EXPENSE. IN THE EVENT THE CONTRACTOR REQUIRES AMODIFICATION TO THE CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BEOBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO ANY DISTURBANCEOUTSIDE OF THE LIMITS OF WORK.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIRTRENCHES OR EXCAVATIONS THAT SETTLE.12.THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT A TRAFFICCONTROL PLAN TO THE APPROPRIATE JURISDICTIONAL AGENCIES AND THEOWNER'S REPRESENTATIVE IF THEIR WORK AND OPERATIONS AFFECT ORIMPACT THE PUBLIC RIGHTS-OF-WAY. OBTAIN APPROVAL PRIOR TO ANY WORKWHICH AFFECTS OR IMPACTS THE PUBLIC RIGHTS-OF-WAY. THE CONTRACTORSHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THEOWNER RELATING TO THIS REQUIREMENT DURING THE CONTRACT PERIOD.13.SIGHT TRIANGLES AND SIGHT LINES SHALL REMAIN UNOBSTRUCTED BYEQUIPMENT, CONSTRUCTION MATERIALS, PLANT MATERIAL OR ANY OTHERVISUAL OBSTACLE DURING THE CONTRACT PERIOD AND AT MATURITY OF PLANTSPER LOCAL JURISDICTIONAL REQUIREMENTS.14.NO PLANT MATERIAL OTHER THAN GROUND COVER IS ALLOWED TO BE PLANTEDADJACENT TO FIRE HYDRANTS AS STIPULATED BY JURISDICTIONALREQUIREMENTS.15.COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITHOWNER'S REPRESENTATIVE.16.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SAFETY FENCINGAND BARRIERS AROUND ALL IMPROVEMENTS SUCH AS WALLS, PLAYSTRUCTURES, EXCAVATIONS, ETC. ASSOCIATED WITH THEIR WORK UNTIL SUCHFACILITIES ARE COMPLETELY INSTALLED PER THE PLANS, SPECIFICATIONS ANDMANUFACTURER'S RECOMMENDATIONS.17.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THEIR MATERIALSTOCK PILES AND WORK FROM VANDALISM, EROSION OR UNINTENDEDDISTURBANCE DURING THE CONSTRUCTION PERIOD AND UNTIL FINALACCEPTANCE IS ISSUED.18.THE CONTRACTOR SHALL KNOW, UNDERSTAND AND ABIDE BY ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ASSOCIATED WITH THE SITE. IF ASTORM WATER POLLUTION PREVENTION PLAN IS NOT PROVIDED BY THEOWNER'S REPRESENTATIVE, REQUEST A COPY BEFORE PERFORMANCE OF ANYSITE WORK.19.MAINTAIN ANY STORM WATER MANAGEMENT FACILITIES THAT EXIST ON SITE FORFULL FUNCTIONALITY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ANYNEW STORM WATER MANAGEMENT FACILITIES THAT ARE IDENTIFIED IN THESCOPE OF WORK TO FULL FUNCTIONALITY. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER FORFAILURE TO MAINTAIN STORM WATER MANAGEMENT FACILITIES DURING THECONTRACT PERIOD.20.THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHERPOLLUTANTS FROM EXITING THE SITE OR ENTERING THE STORM SEWER SYSTEMDURING ALL DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OFTHE LANDSCAPE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FORANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESEREQUIREMENTS DURING THEIR CONTRACTED COURSE OF WORK.21.THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT ANY IMPACTS TOADJACENT WATERWAYS, WETLANDS, OR OTHER ENVIRONMENTALLY SENSITIVEAREAS RESULTING FROM WORK DONE AS PART OF THIS PROJECT. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSEDTO THE OWNER RELATING TO THESE STANDARDS DURING THEIR CONTRACTEDCOURSE OF WORK.22.THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALLLOADS OF CONSTRUCTION MATERIAL IMPORTED TO OR EXPORTED FROM THEPROJECT SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIALDURING TRANSPORT. TRANSPORTATION METHODS ON PUBLIC RIGHT-OF WAYSSHALL CONFORM TO JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALLBE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNERRELATING TO THESE REQUIREMENTS.23.THE CLEANING OF EQUIPMENT IS PROHIBITED AT THE JOB SITE UNLESSAUTHORIZED BY THE OWNER'S REPRESENTATIVE IN A DESIGNATED AREA. THEDISCHARGE OF WATER, WASTE CONCRETE, POLLUTANTS, OR OTHER MATERIALSSHALL ONLY OCCUR IN AREAS DESIGNED FOR SUCH USE AND APPROVED BY THEOWNER'S REPRESENTATIVE.24.THE CLEANING OF CONCRETE EQUIPMENT IS PROHIBITED AT THE JOB SITEEXCEPT IN DESIGNATED CONCRETE WASHOUT AREAS. THE DISCHARGE OFWATER CONTAINING WASTE CONCRETE IN THE STORM SEWER IS PROHIBITED.25.LOCAL, STATE AND FEDERAL JURISDICTIONAL REQUIREMENTS, RESTRICTIONSOR PROCEDURES SHALL SUPERSEDE THESE PLANS, NOTES AND SPECIFICATIONSWHEN MORE STRINGENT. NOTIFY THE OWNER'S REPRESENTATIVE IF CONFLICTSOCCUR.GENERAL NOTES1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELDSURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NOGUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOTWARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.2.NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATIONAND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICESDURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'SCARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.COORDINATE AND COOPERATE WITH UTILITY COMPANIES DURINGCONSTRUCTION.3.THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLANS AND SPECIFICATIONSAS CLOSELY AS POSSIBLE. ANY SUBSTITUTION OR ALTERATION SHALL NOT BEALLOWED WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE. OVERALLPLANT QUANTITY AND QUALITY SHALL BE CONSISTENT WITH THE PLANS.4.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN INTHE "AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION).5.MULCH SHALL NOT BE PLACED AROUND THE COLLAR OF SHRUB OR TREE.PROVIDE A MINIMUM OF 2" BETWEEN MULCH AND COLLAR OF SHRUB OR TREE.6.ALL PLANT MATERIAL SHALL BE GROWN IN ZONE CAPABLE OF WITHSTANDINGLOCAL CLIMATE AND GROWING CONDITIONS.7.TREE OR SHRUB SHALL STAND PLUMB. DO NOT ALLOW AIR POCKETS TO FORMWHEN BACK FILLING.8.LIVE PLANTS CAN BE PLANTED IN THE FIELD DURING THE GROWING SEASONFROM MAY 1 THROUGH OCTOBER 1. ANY SUGGESTED PLANTING TIMES NOT INTHIS WINDOW SHALL BE APPROVED BY LANDSCAPE ARCHITECT. IF PLANTINGOCCURS OUTSIDE OF THIS WINDOW, ADDITIONAL MEASURES MAY NEED TO BETAKEN (I.E. MULCH) TO ENSURE PLANT SURVIVAL. IN THESE INSTANCES, THECONTRACT PRICE MAY NEED TO BE ADJUSTED ACCORDINGLY.9.PLANTS SHOULD BE WATERED IN AFTER INSTALLATION TO ENSURE THEIRSURVIVAL. THIS TYPICALLY INVOLVES WATERING AT TIME OF INSTALLATION AND2 TIMES WEEKLY FOR A ONE MONTH PERIOD OR UNTIL GROUND FREEZE UP IFNATURAL RAINFALLS ARE INSUFFICIENT. A SINGLE WATERING EVENT INVOLVESWATERING THE SOIL IN THE PLANTED AREAS TO THE POINT OF SATURATION BUTSTOPPING SHORT OF SOIL DISPLACEMENT. SHOULD VERY DRY CONDITIONSDEVELOP WITHIN ONE YEAR OF PLANTING, ADDITIONAL WATERINGS MAY BENECESSARY, CONSULTANT OR LANDSCAPE ARCHITECT WILL DETERMINE THISAND CONTRACT PRICES MAY BE ADJUSTED TO ACCOMMODATE THIS ACTION.10.ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY, HEALTHY, FREE OF DISEASEAND INSECTS AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS.PLANTS SHALL ALSO BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONSTHAT WOULD PREVENT VIGOROUS GROWTH.11.ALL PROPOSED PLANTS SHALL BE LOCATED AS SHOWN ON PLANS. ALL TREES TOBE PLANTED A MINIMUM DISTANCE OF 5 FEET FROM PAVEMENTS AND 6 FEETFROM ALL HYDRANTS.12.CONTRACTOR IS RESPONSIBLE FOR PLANTS AWAITING INSTALLATION AND SHALLPROTECT THEM FROM INJURY AND THEFT.13.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES.GRAPHIC QUANTITIES TAKES PRECEDENCE OVER WRITTEN QUANTITIES.14.THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND TAG ALLPLANT MATERIAL PRIOR TO SHIPPING TO THE SITE. IN ALL CASES, THE OWNER'SREPRESENTATIVE MAY REJECT PLANT MATERIAL AT THE SITE IF MATERIAL ISDAMAGED, DISEASED, OR DECLINING IN HEALTH AT THE TIME OF ONSITEINSPECTIONS OR IF THE PLANT MATERIAL DOES NOT MEET THE MINIMUMSPECIFIED STANDARD IDENTIFIED ON THE PLANS AND IN THE SPECIFICATIONS.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVEFOR INSPECTION AND APPROVAL OF ALL MATERIALS AND PRODUCTS PRIOR TOINSTALLATION.15.THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL ATTHEIR DISCRETION BASED ON SELECTION, AVAILABILITY, OR TO ENHANCESPECIFIC AREAS OF THE PROJECT. THE CONTRACTOR SHALL VERIFY PLANTMATERIAL SIZES WITH OWNER'S REPRESENTATIVE PRIOR TO PURCHASING,SHIPPING OR STOCKING OF PLANT MATERIALS. SUBMIT CHANGE ORDERREQUEST TO OWNER'S REPRESENTATIVE FOR APPROVAL IF ADDITIONAL COST ISREQUESTED BY THE CONTRACTOR PRIOR TO INSTALLATION. RE-STOCKINGCHARGES WILL NOT BE APPROVED IF THE CONTRACTOR FAILS TO SUBMIT AREQUEST FOR MATERIAL CHANGES.16.THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALSFOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEENISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESSOTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS.17.LANDSCAPE MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATIONMAINLINE AND LATERAL LOCATIONS. COORDINATE INSTALLATION OF IRRIGATIONEQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OROTHER LANDSCAPE MATERIAL.18.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVEDRAINAGE EXISTS IN ALL LANDSCAPE AREAS. SURFACE DRAINAGE ONLANDSCAPE AREAS SHALL NOT FLOW TOWARD STRUCTURES AND FOUNDATIONS.MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL REPORTRECOMMENDATIONS. ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBSSHALL DRAIN FREELY TO THE CURB UNLESS OTHERWISE IDENTIFIED ON THEGRADING PLAN. IN NO CASE SHALL THE GRADE, TURF THATCH, OR OTHERLANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM SLOPES ONLANDSCAPE AREAS SHALL BE 2%; MAXIMUM SLOPE SHALL BE 25% UNLESSSPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'SREPRESENTATIVE.19.PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEENCOMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BETHOROUGHLY LOOSENED TO A DEPTH OF 8” - 12” AND AMENDED PERSPECIFICATIONS.20.ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION PERRATE IDENTIFIED BY A SOIL TEST OR AS NOTED IN THE TECHNICALSPECIFICATIONS.21.TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, ORUTILITY EASEMENTS. CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION OFPLANTS IN QUESTIONABLE AREAS PRIOR TO INSTALLATION.22.THE CENTER OF EVERGREEN TREES SHALL NOT BE PLACED CLOSER THAN 8' ANDTHE CENTER OF ORNAMENTAL TREES CLOSER THAN 6' FROM A SIDEWALK,STREET OR DRIVE LANE. EVERGREEN TREES SHALL NOT BE LOCATED ANYCLOSER THAN 15' FROM IRRIGATION ROTOR HEADS. NOTIFY OWNER'SREPRESENTATIVE IF TREE LOCATIONS CONFLICT WITH THESE STANDARDS FORFURTHER DIRECTION.23.ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALLNOT EXHIBIT SIGNS OF ACCELERATED GROWTH AS DETERMINED BY THEOWNER'S REPRESENTATIVE.24.ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 1YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STAKES ATTHE END OF 1 YEAR FROM ACCEPTANCE OF LANDSCAPE INSTALLATION BY THEOWNER'S REPRESENTATIVE. OBTAIN APPROVAL BY OWNER'S REPRESENTATIVEPRIOR TO REMOVAL.25.ALL TREES INSTALLED ABOVE RETAINING WALLS UTILIZING GEO-GRID MUST BEHAND DUG TO PROTECT GEO-GRID. IF GEO-GRID MUST BE CUT TO INSTALLTREES, APPROVAL MUST BE GIVEN BY OWNER'S REPRESENTATIVE PRIOR TODOING WORK.26.ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE MULCH RINGS. OBTAINAPPROVAL FROM OWNER'S REPRESENTATIVE FOR ANY TREES THAT WILL NOT BEMULCHED FOR EXCESSIVE MOISTURE REASONS.27.EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION,ESTABLISHMENT AND THE MAINTENANCE PERIOD SHALL BE RESTORED WITH NEWSOD TO MATCH EXISTING TURF SPECIES. DISTURBED NATIVE AREAS WHICH ARETO REMAIN SHALL BE OVER SEEDED AND RESTORED WITH SPECIFIED SEED MIX.28.WHEN COMPLETE, ALL GRADES SHALL BE WITHIN +/- 1/8” OF FINISHED GRADES ASSHOWN ON THE PLANS.29.WHEN PLANTER POTS ARE SHOWN ON PLANS, CONTRACTOR SHALL INCLUDE THEFOLLOWING: PLANTER MIX, ANNUAL FLOWER PLANTING PROGRAM (INCLUDES 2PLANTINGS FOR THE 1ST YEAR (SPRING AND FALL) AND WINTER HAND-WATERINGAS NEEDED. UNLESS OTHERWISE SPECIFIED, CONTRACTOR TO PROVIDE ANNUALPLANTING SELECTION FOR REVIEW BY OWNER. IRRIGATION FOR PLANTERS TO BEON SEPARATE ZONE(S). CONTRACTOR TO COORDINATE PLACEMENT OFNECESSARY SLEEVING PRIOR TO PLACEMENT OF PAVEMENT.30.PRIOR TO THE PLACEMENT OF MULCH AND WEED FABRIC, A GRANULAR,PRE-EMERGENT, WEED CONTROL AGENT SHALL BE ADDED TO ALL PLANTINGBEDS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION, EXCEPTAROUND ORNAMENTAL GRASSES.31.THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND THE CITY ANDCOUNTY SPECIFICATIONS FOR LANDSCAPE AND IRRIGATION. IN CASES OFDISCREPANCIES THE HIGHER OF THE TWO STANDARDS SHALL HAVEPRECEDENCE.32.ALL TREES PLANTED WITHIN RIGHT-OF-WAY WILL INCLUDE CITY APPROVED ROOTBARRIERS.33.REFER TO SHEET IR101-IR104 FOR THE IRRIGATION PLAN AND POINT OFCONNECTION INFORMATION.GENERAL LANDSCAPE NOTESL 1.0, L1.1, L2.0
ALICE'S ROAD
NOPARKINGLOADINGZONECARWASH10.0' PUBLIC UTILITY EASEMENTSE ALICE'S ROAD 30.0' OVERLAND FLOWAGE EASEMENT30.0' UTILITY EASEMENT30.0' BUFFER EASEMENTTEMPORARYCONSTRUCTION EASEMENTEXISTING SIDEWALK TOREMAIN1111223LIMIT OF WORKLIMIT OF WORK12335.0' ACCESS EASEMENT1-QR3-JS3-MP3-SD4-JU3-MP3-JS5-KF5-PO3-SD3-GT3-JS5-KF3-JL1-GT2-QR3-CS22-SS2-CC4-JU4-JC4-SS1-GT3-PO3-PO3-PO1-QR4-JG5-JG3-VP5-JG3-GB3-PJ3-VP4-PJ3-TA3-VP5-JG3-PJ3-QR3-TA3-CS6-KF2-JC6-KF2-JC121-QR2-GT3-PO9-CS8-JL2313-VP3-PO3-SDCONVENIENCE STORE #1056 FAX (608) 781-8960PH. (608) 781-8988LA CROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107KWIK TRIP, Inc.S. ANDERSON / M. WAHL118.0739.30MAY 21, 2019NOTEDDRAWN BYSCALEPROJ. NO.DATESHEETDESCRIPTIONDATE#5010 VOGES ROADMADISON, WISCONSIN 53718608-838-0444WAUKEE, IOWA
LOT 3 - AUTUMN RIDGE - ALICE'S ROAD5/7/191ST SUBMITTAL6/28/192ND SUBMITTAL7/18/193RD SUBMITTALNORTH0301560SCALE 1" = 30'PLANT SCHEDULE1 1/2JSJUNIPERUS SCOPULORUM 'BAILIGH'SKYHIGH JUNIPER6' HT.9 PARKING AREA LANDSCAPINGREQUIRED OPEN SPACE: 20% OF TOTAL LOT AREA: 108,743 SF x 20% = 21,749TOTAL SITE: 108,743 SFTOTAL HARDSCAPE (DRIVES, PARKING, BUILDING, CANOPY): 73,991 SFTOTAL OPENSPACE: 34,752 SF = 32%OPENSPACE LANDSCAPE REQUIREMENTS:1 TREE PER 1,000 SF OF REQUIRED OPEN SPACE1 SHRUB PER 1,000 SF OF REQUIRED OPEN SPACE21,749 SF/1,000 SF = 21.7 TREES21,749 SF/1,000 SF = 21.7 SHRUBS PROVIDED = 27 TREES = 60 SHRUBS AND 43 ORNAMENTAL GRASSES OPEN SPACE PLANTING REQUIREMENTSKFSSKARL FOERSTER FEATHER REED GRASSSHENANDOAH SWITCH GRASSCALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'PANICUM VIRGATUM 'SHENANDOAH'2226REQUIRED: 1 TREE EVERY 40 LF.SE ALICE'S ROAD: 300 LF/40 = 7.5 TREESPROVIDED:8 TREESDECIDUOUS TREESEVERGREEN
TREESDECIDUOUS SHRUBSSHRUBS
EVERGREENGRASSES
B&BB&BB&BB&BBOTANICAL NAMECOMMON NAMESIZECOMMENTSKEYQTYPLANTING PLAN CONSTRUCTION NOTESSOD (35,027 SF), REFER TO PLANTING PLAN CONSTRUCTIONNOTES FOR TYPELANDSCAPE LEGENDWOOD MULCH (64 CY - DOES NOT INCLUDE STAND-ALONETREES OUTSIDE SHRUB BED AREAS), REFER TO PLANTING PLANCONSTRUCTION NOTES FOR TYPEPLANTING PLAN1.SOD AREAS PER PLAN TO INCLUDE AREAS IN RIGHT OF WAY. SODPROVIDED BY SHATTUCK TURF FARMS (515-331-4900) OR APPROVEDEQUAL.2.MULCHED LANDSCAPE BEDS SHALL HAVE A SPADED VERTICAL EDGE AT4" DEPTH WHEN PERIMETER IS NOT CONCRETE CURB.3.ALL SHRUB BEDS, GROUND COVER, OR PERENNIAL FLOWER BEDS ARE TOBE MULCHED WITH MIN. 3" DEPTH SHREDDED HARDWOOD MULCH OVERSPECIFIED GEOTEXTILE WEED CONTROL FABRIC. NO WEED CONTROLFABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS.4.ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE SHREDDEDHARDWOOD MULCH RINGS AT A DEPTH OF 3" AND A DIAMETER OF 5'.PROVIDE SAMPLE OF PROPOSED MULCH FOR APPROVAL BY THE OWNERPRIOR TO INSTALLATION.5.SEE SHEET L 2.0 FOR PLANTING DETAILS.BUFFER REQUIREMENTS:30' WIDTHPER 50 LF OF BUFFER = 2 OVERSTORY, 3 EVERGREEN, AND 2 ORNAMENTAL TREESWEST SIDE BUFFER:308 LF/50 = 12.32 OVERSTORY TREES18.48 EVERGREEN TREES12.32 ORNAMENTAL TREESPROVIDED:13 OVERSTORY TREES19 EVERGREEN TREES13 ORNAMENTAL TREESBUFFER REQUIREMENTSTOLL FREE1-800-292-8989IOWA ONE CALLJGJUNIPERUS SCOPULORUM 'GRAY GLEAM'GRAY GLEAM JUNIPER6' HT.19B&BGINKGO BILOBA 'MAIDENHAIR TREE (MALE)'GLEDITSIA TRICANTHOS VAR. INERMIS 'SKYCOLE'QUERCUS RUBRATILIA AMERICANA 'BOULEVARD'MAIDENHAIR GINKGOSKYLINE HONEYLOCUSTNORTHERN RED OAKBOULEVARD AMERICAN LINDEN1 1/2" CAL.1 1/2" CAL. " CAL.1 1/2" CAL.TAQRGTGB6873B&BPYRUS CALLERYANA 'JACZAM'JACK FLOWERING PEAR6' HT.PJ10B&BVIBURNUM PRUNIFOLIUMBLACKHAW VIBURNUM6' HT.VP12CERCIS CANADENSISCC2B&BEASTERN REDBUD8' CLUMPJUNIPERUS CHINENSIS PROCUMBENSJUNIPERUS HORIZONTALIS 'LIME GLOW'PINUS MUGO 'PAUL'S DWARF'JAPANESE GARDEN JUNIPERLIME GLOW JUNIPERDWARF MUGO PINE12" HT.12" HT.12" HT.24" HT.48" HT.#5 CONT. (3' O.C.)#5 CONT. (4' O.C.)#5 CONT. (4' O.C.)#1 CONT. (3' O.C.)#1 CONT. (6' O.C.)ARONIA MELANOCARPA 'MORTON'CORNUS STOLONIFERA 'FARROW'PHYSOCARPUS OPULIFOLIUS 'SUMMER WINE'POTENTILLA FRUTICOSA 'GOLDFINGER'SPIRAEA BETULIFOLIA 'TORGOLD'IROQUOIS BEAUTY CHOKEBERRYARCTIC FIRE DOGWOODSUMMER WINE NINEBARKGOLDFINGER CINQUEFOILGLOW GIRL BIRCHLEAF SPIREA24" HT.36" HT.36" HT.24" HT.24" HT.#5 CONT. (3' O.C.)#5 CONT. (4' O.C.)#5 CONT. (6' O.C.)#5 CONT. (3' O.C.)#5 CONT. (3' O.C.)SYRINGA X 'SMSJBP7'BLOOMERANG DARK PURPLE LEAF LILAC#5 CONT. (3' O.C.)36" HT.JCJLMP6128JUNIPERUS SQUAMATA 'BLUE STAR'BLUE STAR JUNIPER12" HT.#5 CONT. (3' O.C.)JU820180009ARCSPOPFSBSDPLANTING PLAN
L 1.1SPADE CUT EDGER AT 4" DEPTH (556 LF)
CONVENIENCE STORE #1056 FAX (608) 781-8960PH. (608) 781-8988LA CROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107KWIK TRIP, Inc.S. ANDERSON / M. WAHL118.0739.30MAY 21, 2019NOTEDDRAWN BYSCALEPROJ. NO.DATESHEETDESCRIPTIONDATE#5010 VOGES ROADMADISON, WISCONSIN 53718608-838-0444WAUKEE, IOWA
LOT 3 - AUTUMN RIDGE - ALICE'S ROAD5/7/191ST SUBMITTAL6/28/192ND SUBMITTAL7/18/193RD SUBMITTALTOLL FREE1-800-292-8989IOWA ONE CALLDECIDUOUS TREE STAKING NO SCALE FLAGGING MATERIALSEE PLANTING PIT DETAILS14 TO 13 TREEHEIGHT (2'-0" MIN.)12 TO 23 TREEHEIGHT (4'-0"MIN.)PLACE ON STAKE TOSOUTHWESTSTAKING PLAN (TREES 2 1/2" DIA. OR SMALLER)STEEL POSTSSTAKING PLAN (TREES LARGER THAN 2 1/2" DIA.)PLACE ON STAKE TOSOUTHWESTGROOMED NYLON STRAP6"WRAP TRUNK FROM GROUNDLINE TO FIRST BRANCH11PLANTING PIT DETAILSNO SCALE ROOT COLLAR AND ROOT FLARE MUST BEVISIBLE AT FINISH GRADE. DO NOT PLACEMULCH WITHIN 2" OF TRUNK. ROOTCOLLAR IS NOT ALWAYS LOCATED AT TOPOF ROOT BALL. CONTRACTOR TO VERIFYLOCATION OF ROOT COLLAR AND ROOTFLARE PRIOR TO INSTALLATION.MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING3" HEIGHT WATER RETENTION BERMBEYOND EDGE OF ROOT BALLFINISH GRADEDEPTH OF ROOTBALL ORCONTAINERSYSTEMSCARIFY SIDES OF PITREMOVE ALL NON-BIODEGRADABLE MATERIAL,CONTAINERS OR OTHER MATERIAL THAT WILL IMPEDETHE GROWTH OF THE PLANT MATERIAL. REMOVE ALLTWINE. FOR BALLED AND BURLAP (B&B) PLANTSREMOVE MINIMUM TOP 1/2 OF BURLAP AND WIREBASKET MINIMUM.PLACE ROOT BALL ON UNDISTURBED SOIL3X ROOT BALL MINIMUMFOR TREES 2X ROOT BALLMINIMUM FOR SHRUBSTYPICAL PLANTING PIT DETAILTREE OR SHRUBROOT COLLAR AND ROOT FLARE MUST BE VISIBLE ATFINISH GRADE. DO NOT PLACE MULCH WITHIN2" OF TRUNK. ROOT COLLAR IS NOT ALWAYSLOCATED AT TOP OF ROOTBALL. CONTRACTOR TOVERIFY LOCATION OF ROOT COLLAR AND ROOT FLAREPRIOR TO INSTALLATION.FINISH GRADESCARIFY SIDES OF PITREMOVE ALL NON-BIODEGRADABLE MATERIAL,CONTAINERS OR OTHER MATERIAL THAT WILL IMPEDETHE GROWTH OF THE PLANT MATERIAL. REMOVE ALLTWINE. FOR BALLED AND BURLAP (B&B) PLANTSREMOVE MINIMUM TOP 1/2 OF BURLAP AND WIREBASKET MINIMUM.PLACE ROOT BALL ON UNDISTURBED SOIL3X ROOT BALL MINIMUMFOR TREES 2X ROOT BALLMINIMUM FOR SHRUBSSLOPE PLANTING PIT DETAILEXISTING SLOPEDEPTH OF ROOTBALL OR CONTAINERROOT SYSTEM2:1 MAXIMUM TRANSITION SLOPE. BEGINTRANSITION AT EDGE OF ROOT BALLMINIMUM 6' DIAMETER AND 3" DEPTH MULCH RING3" HEIGHT WATER RETENTION BERMBEYOND EDGE OF ROOT BALL12LANDSCAPE DETAILS
L 2.0
1
3
FRONT ELEVATION
1/4" = 1'-0"
REAR ELEVATION
3/16" = 1'-0"
4
2 RIGHT ELEVATION
3/16" -1'-0"
LEFT ELEVATION
3/16" = 1'-0"
MON[) FASCli'.
\ '--gN STLCCO \ '---.,N SOI 01°R COURSE
/..-ST ti.NJ NG SEA'vl METP.L ROOF
TAN SCLDIER COJRSE �EC BRICK
/
-S�Ar-..DING SEAM METAL ROOF
\ '-RED BR CK \_TAr,., SOLDl�R COURSE
\ �RFD BRICK
1..---�ED F ASC A I 1�LMCND FASC A 1,--------ST.A.NDING SEAM MET.A.L ROOF
-Tf'.N SOLDIER COURSE
0 (0 <:t (0 LON CX) -N s .,;. - CX)Q)!'-en�en ro
00.... (0 ()�
Cll X
_J if
a5 a,Q)N.!:; I'(/) �
-0 s:t.... CX)·- l'.s::. � f-CX),0z�
0 L!) .c I'- (L
KWIK
TRIP
AirlK
SrM
KWIK TRIP, Inc.
P.O. BOX 2107
1626 OAK STREET
LA CROSSE, WI 54602-2107
PH. (608) 781-8988
FAX (608) 781-8960
\ �COMPOSITE DECK BOARD