CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

NOTED

DRAWN BY

SCALE

PROJ. NO.

DATE

SHEET

DESCRIPTIONDATE#

5010 VOGES ROAD

MADISON, WISCONSIN 53718

608-838-0444

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

T 1.0

TIT

LE

S

HE

ET

DALLAS 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 DETAIL

SP 2.1

SP 2.0

GRADING PLAN

GRADING PLAN - DETENTION POND

SP 2.2

STORM SEWER PLAN

SP 3.0

UTILITY PLAN

SP 3.1

MISC. DETAILS

SP 4.0

MISC. DETAILS

SP 4.1

EROSION CONTROL PLAN

SWP 1.0

EROSION CONTROL NOTES

SWP 1.1

EROSION CONTROL DETAILS

SWP 1.2

EROSION CONTROL DETAILS

SWP 1.3

LANDSCAPE NOTES

L 1.0

PLANTING PLAN

L 1.1

SE A

LICE

'S R

OAD

SE UNIVERSITY AVE.

SE OLSON DR.

GILCREST JEWETTLUMBER

SE B

RICK

DR.

TOLL FREE1-800-292-8989

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 PLAN

SP 2.3

SITE

SE F

RONT

IER

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 DETAILS

L 2.0

PHOTOMETRIC SITE PLAN

E1

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.

P

R

E

L

I

M

I

N

A

R

Y

N

O

T

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

1050

10481046

1045

1045

1048

1049

1050

10521053

1054

1056

1056

1050

1048

1046

1046

1048

1043

1044

1044

1044

1046

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

NOTED

DRAWN BY

SCALE

PROJ. NO.

DATE

SHEET

DESCRIPTIONDATE#

5010 VOGES ROAD

MADISON, WISCONSIN 53718

608-838-0444

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

DM 1.0

EX

IS

TIN

G S

IT

E &

D

EM

OL

IT

IO

N P

LA

N

N 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 FREE1-800-292-8989

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

T

WATERMAIN (SIZE)

SITE PLAN KEYNOTES

PLAN NOTES

2 REMOVE EXISTING SILT FENCE

SE

A

LIC

E'S

R

OA

D

3 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.

TH

E A

PA

RT

ME

NT

S A

T A

UT

UM

N R

ID

GE

OW

NE

R - A

PA

RT

ME

NT

S A

T A

UT

UM

N R

ID

GE

ZO

NIN

G - R

-3

PD

LOT 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

WASH

RE

JE

CT

R

E

J

E

C

T

R E J E C T C U R B

NO

PARKING

LOADING

ZONE

CAR

WASH

RE

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T

R E J E C T C U R B

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

NOTED

DRAWN BY

SCALE

PROJ. NO.

DATE

SHEET

DESCRIPTIONDATE#

5010 VOGES ROAD

MADISON, WISCONSIN 53718

608-838-0444

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 1.0

SIT

E T

UR

NIN

G M

OV

EM

EN

T

TRUCK ROUTE FOR DELIVERIES

TRUCK ROUTE FOR FUEL

SE

A

LIC

E'S

R

OA

D

SE

A

LIC

E'S

R

OA

D

KWIK 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

WASH

RE

JE

CT

R

E

J

E

C

T

R E J E C T C U R B

UN

L

20K

DS

L 2

12K

20K

UN

L

88

PR

EM

SPLIT 20K

E85

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

NOTED

DRAWN BY

SCALE

PROJ. NO.

DATE

SHEET

DESCRIPTIONDATE#

5010 VOGES ROAD

MADISON, WISCONSIN 53718

608-838-0444

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 1.1

SIT

E P

LA

N - L

AY

OU

T

N 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 FREE1-800-292-8989

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

A

LIC

E'S

R

OA

D

ELECTRICITY - 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

TH

E A

PA

RT

ME

NT

S A

T A

UT

UM

R

ID

GE

OW

NE

R - A

PA

RT

ME

NT

S A

T A

UT

MN

R

ID

GE

LOT 3 - AUTUMN RIDGE PLAT 1

OWNER - CENTENNIAL DEVELOPMENT LC

LOT 2 - WILLIAMS POINTE PLAT 7

PARCEL AA

OWNER - CORALVILLE AAP, LLC

NO

PARKING

LOADING

ZONE

CAR

WASH

RE

JE

CT

R

E

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R E J E C T C U R B

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

NOTED

DRAWN BY

SCALE

PROJ. NO.

DATE

SHEET

DESCRIPTIONDATE#

5010 VOGES ROAD

MADISON, WISCONSIN 53718

608-838-0444

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 1.2

SIT

E P

LA

N - K

EY

NO

TE

N O R T H

TOLL FREE1-800-292-8989

IOWA ONE CALL

SE

A

LIC

E'S

R

OA

D

KWIK 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 METER

NO

RT

H B

AS

IN

SOUTH 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

WASH

RE

JE

CT

R

E

J

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C

T

R E J E C T C U R B

1043

1

0

4

4

1044

1043

1043

1044

1044

1045

1046

1044

1043

1

0

4

7

1

0

4

8

1

0

4

8

1

0

4

7

1

0

4

8

1

0

4

8

1

0

4

7

1

0

4

6

1045

1

0

4

8

1

0

4

8

1050

1

0

4

8

1048

1047

1

0

4

7

1048

1044

1045

1046

-

2

.

0

%

-

2

.

0

%

-

2

.

0

%

-

4

.

5

%

-

7

.

4

%

-2.0%

-2.7%

-2.3%

1

0

5

0

1046

1046

1047

1047

1048

1048

1049

1049

1049

1

0

5

0

1055

1

0

5

5

1051

1052

1052

1053

1053

1054

1054

1054

1054

1

0

4

5

1050

1043

1044

1046 1047

1048

1049 10

51

1

0

4

5

1045

1045

1045

1045

1043

1043

1044

1044

1046

1046

1046

1045

1045

1043

1044

1045

1044

1044

1046

1047

-2

.2

%

-2.7%

2.0%

-17.1%

-22.1

%

-16.4

%

1

.

1

%

-5.7%

-

2

.

8

%

-

2

5

.

0

%

-

2

6

.

3

%

-

2

4

.

0

%

-34.1%

-33.3%

-

2

8

.9

%

-2

4

.6

%

1045

1043

1044

1046

1043

1044

1045

1042

1043

1044

-2.0%

0.6%

-2.2%

0.5%

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 2.0

GR

AD

IN

G P

LA

N

N 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 FREE1-800-292-8989

IOWA ONE CALL

KWIK TRIP / KWIK STAR

STORE # 1056

FFE: 1048.90

CAR WASH

FFE: 1048.23

SE

A

LIC

E'S

R

OA

D

TO

P O

F B

ER

M =

1045.40

SOUTH BASIN

NOTES

CONSTRUCTION SEQUENCE

NOTES

NOTE FOR GRADING CONTRACTOR

BACKSLOPE PROPOSED GRADES

AT 3:1 TO EXISTING GROUND

100-YEAR

ELEV = 1044.35

NO

RT

H B

AS

IN

NO

PARKING

LOADING

ZONE

CAR

WASH

RE

JE

CT

R

E

J

E

C

T

R E J E C T C U R B

1048.80

1048.48

1046.09

1045.73

1044.94

1044.65

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

1048.00

1047.81

1048.42

1047.55

1048.17

1047.33 (L.P.)

1047.92

1047.55

1047.72

1047.88

1048.06

1048.06

1047.86

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

1047.41

1047.50

1047.57

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

1043

1

0

4

4

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

1047.48

1047.88

1047.85

1046.31 (L.P.)

1046.39

1047.80

1044

1043

1043

1044

1044

1045

1046

1044

1043

1

0

4

7

1

0

4

8

1

0

4

8

1

0

4

7

1

0

4

8

1

0

4

8

1

0

4

7

1

0

4

6

1045

1

0

4

8

1

0

4

8

1050

1

0

4

8

1048

1047

1

0

4

7

1048

1047.151046.62

1047.12

1047.28

1044

1045

1046

-

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

%

-

2

5

.

0

%

-

2

6

.

3

%

-

2

4

.

0

%

-34.1%

-33.3%

-

2

8

.9

%

-2

4

.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

1045

1043

1044

1046

1043

1044

1045

1042

1043

1044

1048.31

1048.32-2.0%

0.6%

-2.2%

0.5%

1046.00

1046.00

1048.90

1048.41

1048.36

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 2.1

GR

AD

IN

G P

LA

N - S

PO

T D

ET

AIL

N 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

1

4

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 FREE1-800-292-8989

IOWA ONE CALL

KWIK TRIP / KWIK STAR

STORE # 1056

FFE: 1048.90

CAR WASH

FFE: 1048.23

SE

A

LIC

E'S

R

OA

D

H I G H P O I N T

T

O

PO

F

B

E

R

M

H.P.

H I G H P O I N T

NO

RT

H B

AS

IN

SOUTH BASIN

R E J E C T

SEE DETAIL AFOR GRADING

DETAIL A

DETAIL B

SEE

DETA

IL B

FOR

GRA

DIN

G

1043

1

0

4

4

1045

1046

1044

1043

1044

1045

1046

-

2

.

0

%

-

2

.

0

%

-

2

.

0

%

-

4

.

5

%

-

7

.

4

%

-2.0%

1

0

4

5

1045

1045

1045

1043

1043

1044

1044

1046

1046

-2

.2

%

-

2

4

.

0

%

-34.1%

-33.3%

-

2

8

.9

%

1045

1042

1043

1044

-2.2%

0.5%

1044

1043

1043

1044

1043

1

0

4

7

1047

1044

1045

1046

1045

1045

1043

1044

1045

1043

1044

1046

1043

1044

1045

1042

1043

1044

-2.0%

0.6%

-2.2%

0.5%

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 2.2

GR

AD

IN

G P

LA

N - D

ET

EN

TIO

N P

ON

D

NOTES:

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' OVERFLOWWIER = 1044.40

SEE DETAIL ON SHEET SWP 1.3

SCALE: 1" = 20'

NO

RT

H B

AS

IN

SID

E S

LOP

ES

AR

E 3:1

CO

NC

RE

TE

S

ID

EW

AL

K

INV. = 1042.00

EXISTING WATER MAIN TO BEREMOVED 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 ONSHEET SP 4.0

RIPRAP PAD, SEE DETAILON SHEET SWP 1.2

RIPRAP PAD, SEE DETAILON SHEET SWP 1.2

RIPRAP PAD, SEE DETAILON SHEET SWP 1.2

EXISTING WATER MAIN TO BEREMOVED AND RELOCATED

NO

PARKING

LOADING

ZONE

CAR

WASH

RE

JE

CT

R

E

J

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" P

VC

S

TO

RM

@

0.72%

19'-6" PVC STORM @ 1.00%

12'-4" PVC STORM @ 1.00%

13'-4" PVC STORM @ 1.00%

44

'-6

" P

VC

S

TO

RM

@

1

.0

0%

12'-4" PVC STORM @ 1.00%

13'-4" PVC STORM @ 1.00%

44'-6" P

VC

S

TO

RM

@

1.00%

13'-4" PVC STORM @ 1.00%

44'-6" P

VC

S

TO

RM

@

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

6

7

'-1

8

"

H

D

P

E

S

T

O

R

M

@

1

.8

6

%

ST-3 WITH

OIL SKIMMER

TC=1046.81

IE=1041.92 W

24" APRON

ENDWALL - 5

IE=1042.12 S

39'-24" H

DP

E S

TO

RM

@

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" P

VC

S

TO

RM

@

1.04%

8'-6" PVC STORM @ 1.04%

5'-6" PVC STORM @ 1.04%

6'-6" PVC STORM @ 1.04%

9

9

'

-

1

2

"

H

D

P

E

S

T

O

R

M

@

1

.

0

4

%

8

7

'

-

1

5

"

H

D

P

E

S

T

O

R

M

@

1

.

0

0

%

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

T

O

R

M

@

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=1046.17

IE=1043.98 NE

3

0

'

-

6

"

P

V

C

S

T

O

R

M

@

3

.

2

2

%

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 3.0

ST

OR

M S

EW

ER

P

LA

N

N 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 FREE1-800-292-8989

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

A

LIC

E'S

R

OA

D

REMOVE EXISTING APRON

ENDWALL AND A SECTION

OF 18" RCP AS REQUIRED

TO CONNECT TO NEW

MANHOLE

NO

RT

H B

AS

IN

SOUTH 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" H

DP

E

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

SN

OU

T

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

BA

SIN

BO

TT

OM

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

WASH

RE

JE

CT

R

E

J

E

C

T

R E J E C T C U R B

1045

1043

1044

1046

1

0

4

8

1045

1043

1044

1043

1047

1050

1

0

4

7

1

0

4

8

1048

1

0

4

8

1049

1051

1052

10

45

1

0

4

6

1

0

4

7

1

0

4

8

1050

10

48

1049

1051

1049

1045

1043

1044

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 3.1

UT

IL

IT

Y P

LA

N

N 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 FREE1-800-292-8989

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

A

LIC

E'S

R

OA

D

SANITARY

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" S

AN

S

EW

ER

47' P

VC

@

1.25%

SANITARY

SEWER CLEANOUT

RIM: 1048.34

INV: 1042.31

DEPTH: 6.03'

6" S

AN

S

EW

ER

37' P

VC

@

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. W

AT

ER

LIN

E

52 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

"

S

A

N

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' RADIUSAROUND HYDRANT150' RADIUS

AROUND HYDRANT

150' RADIUSAROUND 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" D

.I. W

AT

ER

LIN

E

29 LF - 8" D.I. 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

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 4.0

MIS

C. D

ET

AIL

S

9

NOT TO SCALE

66" X 6" DIAMETER PIPE BOLLARD

30

" T

YP

IC

AL

36" T

YP

IC

AL

66"

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" T

YP

IC

AL

30" T

YP

IC

AL

60"

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 SCALE

SP4.0

1CLASS A COMMERCIAL DRIVEWAY DETAIL

10

NOT TO SCALE

SP4.0

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

4

5

3

6

7

1'

12'

4'

4'

8

8

12"6"

3

4

"

6"

3

"

R

13"

2

.

5

"

R

CURB AND GUTTER

STANDARD CONCRETE

7

3

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 SCALE

SP4.0

3ROOF DRAIN PIPING DETAIL

P

R

O

P

E

R

T

Y

L

I

N

E

A

S

S

P

E

C

I

F

I

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"

C

U

R

B

O

P

E

N

I

N

G

D

R

I

V

E

W

A

Y

W

I

D

T

H

18" 12"

CURB

DRIVEWAY

'B' JOINT

SIDEWALK

1

'

-

0

"

M

I

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"

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 4.1

MIS

C. D

ET

AIL

S

7

NOT TO SCALE

SP4.1

SANITARY/WATER MAIN BEDDING

8

NOT TO SCALE

SP4.1

SANITARY SEWER CLEANOUT

ENDWALL GRATE DETAIL

NOT TO SCALE

2

SP4.1

NOT TO SCALE

SP4.1

1 PRECAST STORM MANHOLE

6

NOT TO SCALE

3

SP4.1SP4.1

NOT TO SCALE

WATER VALVE DETAILSTORM 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 SCALE

SP4.1

APRON ENDWALL FOOTING

4

NOT TO SCALE

SP4.1

TANK LAYOUT & ELEVATION

TA

NK

LA

YO

UT

D

IA

GR

AM

TANK ELEVATION DIAGRAM

N O R T H

PROFILE

PLAN

FRONT

ELLIP

TIC

AL

12" - 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"

2

1

2

"

BOLT LENGTH = PIPE WALL THICKNESS + 2

1

2

"

AR

CH

RO

UN

D

HOLE DIA.

REQ'D.

PIPE SIZE

(DIA. or EQUIV.)

BOLT

DIA.

BAR

SIZE

BAR SIZES

ROUND

PIPE SIZEH

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 EDGE

7

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 RUNIN-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 WD D

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"

1

2

1

2

REINFORCING BAR LIST

TYPICAL SECTIONELEVATION

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

4

3

20'' MIN.

CONCRETE PAD

Plug

9

7

8

"

7

8

"

15

7

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-3

CLASS 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

OD

OD

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'

UN

L

20K

DS

L 2

12K

20K

UN

L

88

PR

EM

SPLIT 20K

E8

5

TRASH GUARDS ARE NOT TO BE INSTALLED

ON 48" IN DIAMETER OF LARGER

NO

PARKING

LOADING

ZONE

CAR

WASH

RE

JE

CT

R

E

J

E

C

T

R E J E C T C U R B

CO

NV

EN

IE

NC

E S

TO

RE

#

10

56

FAX (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

JUNE 26, 2019

WA

UK

EE

, IO

WA

LO

T 3 - A

UT

UM

N R

ID

GE

- A

LIC

E'S

R

OA

D

SP 2.3

AC

CE

SS

IB

LE

P

LA

N

AT 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

P

A

V

E

M

E

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"

DIA

5'-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.

VANACCESSIBLE

BO

TT

OM

O

F S

IG

N

DELIVERY 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 LIMITS

4'-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

A

LL D

IR

EC

TIO

NS

2%

M

AX

SLO

PE

IN

CLU

DIN

G

PA

RK

IN

G S

PA

CE

S

N O R T H

TOLL FREE1-800-292-8989

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 ACCESSIBLITYNOTES:

PLAN KEYNOTES

S

T

O

R

E

F

R

O

N

T

F

L

U

S

H

NO

PARKING

LOADING

ZONE

CAR

WASH

RE

JE

CT

R

E

J

E

C

T

R E J E C T C U R B

UN

L

20K

DS

L 2

12K

20K UN

L

88

PR

EM

SPLIT 20K

E8

5

1045

1043

1044

1046

1

0

4

8

1045

1043

1044

1043

1047

1050

1

0

4

7

1

0

4

8

1048

1

0

4

8

1049

1051

1052

1045

1

0

4

6

1

0

4

7

1

0

4

8

1050

10

48

1049

1051

1049

1045

1043

1044

1050

1049

10

51

1

0

4

8

1047

1048

1

0

4

5

1

0

4

6

1047

1

0

4

7

1

0

4

8

1

0

4

8

1

0

4

7

1048

1

0

4

5

1

0

4

6

1050

1049

1051

1052

1053

1046

1047

1048

1049

1045 10

46

1047

1048

1049

1055

1053

1054

1056

1050

1051

1045

1046

10471048

1049

1045

1044

1046

1045

1044

1046

1045

1045

1045

1045

1044

1044

1046

1046

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56

FAX (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

JUNE 26, 2019

WA

UK

EE

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SWP 1.0

ER

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ON

TR

OL

P

LA

N

N O R T H

TOLL FREE1-800-292-8989

IOWA ONE CALLCONSTRUCTION

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

A

LIC

E'S

R

OA

D

AREAS 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 SODDED

AREA TO BE SODDED

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FAX (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

JUNE 26, 2019

WA

UK

EE

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P 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 :

•

•

•

•

•

•

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56

FAX (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

JUNE 26, 2019

WA

UK

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SWP 1.2

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ET

AIL

S

1

1

12" THICK

MIN.

EXISTING PAVEMENT

3" - 6" CLEAR STONE, ALL

MATERIAL TO BE

RETAINED ON 3" SIEVE.

MIN. 12" THICK

GEOTEXTILE MATERIAL

6" HIGH BERM

3'

5

:1

5

:1

NOTE: MAINTAIN THE ROCK ENTRANCE TO PREVENT TRACKING ONTO

PAVEMENT

FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION

THROUGH ROCK.

2

0

'

M

I

N

.

1

0

'

M

I

N

.

5

0

'

M

I

N

.

E

X

I

S

T

I

N

G

R

O

A

D

W

A

Y

NOT TO SCALE

5CONSTRUCTION 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

3RIPRAP 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.

1

2

"

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 SCALE

SWP1.2

1STORM 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

2SILT FENCE INSTALLATION DETAILS

SWP1.2

Section A-A

2

1

AA

TO

E O

F S

LO

PE

MIN.

WID

TH

, W

=

6D

3D

24"

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

F

O

R

E

S

L

O

P

E

B

A

C

K

S

L

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)

FLO

W

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 CONTOURS

INSTALL 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 USED

APRON 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

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FAX (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

JUNE 26, 2019

WA

UK

EE

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S

NOT TO SCALE

6NOT USED

SWP1.3

NOT TO SCALE

NOT USED

SWP1.3

5

4

:

1

4

:

1

10'

1044.40'

1045.40'

MEDIUM RIP RAP

DEPTH = 18"

WITH GEOTEXTILE

UNDERLAYMENT TYPE HR

NOT TO SCALE

3NORTH BASIN OVERFLOW WEIR

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 BERM

TO

P O

F B

ER

M

TO

P O

F B

ER

M

SIGN

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

TOP OF BERM

L

e

n

g

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.

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56

FAX (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

MAY 21, 2019

NOTED

DRAWN BY

SCALE

PROJ. NO.

DATE

SHEET

DESCRIPTIONDATE#

5010 VOGES ROAD

MADISON, WISCONSIN 53718

608-838-0444

WA

UK

EE

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WA

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TOLL FREE1-800-292-8989

IOWA ONE CALL

LA

ND

SC

AP

E N

OT

ES

L 1.0

1. DRAWINGS ARE INTENDED TO BE PRINTED ON 22 X 34 PAPER. PRINTING THESE

DRAWINGS AT A DIFFERENT SIZE WILL IMPACT THE SCALE. VERIFY THE GRAPHIC

SCALE BEFORE REFERENCING ANY MEASUREMENTS ON THESE SHEETS. THE

RECIPIENT OF THESE DRAWINGS SHALL BE RESPONSIBLE FOR ANY ERRORS

RESULTING FROM INCORRECT PRINTING, COPYING, OR ANY OTHER CHANGES

THAT ALTER THE SCALE OF THE DRAWINGS.

2. VERIFY ALL PLAN DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE

OWNER'S REPRESENTATIVE TO ADDRESS ANY QUESTIONS OR CLARIFY ANY

DISCREPANCIES.

3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

4. GEOTECHNICAL SOILS REPORT RECOMMENDATIONS SHALL BE FOLLOWED

DURING CONSTRUCTION. THE CONTRACTOR SHALL USE THESE CONTRACT

DOCUMENTS AS A BASIS FOR THE BID.

5. CONTRACTOR SHALL CONFIRM THAT SITE CONDITIONS ARE SIMILAR TO THE

PLANS, WITHIN TOLERANCES STATED IN THE CONTRACT DOCUMENTS, AND

SATISFACTORY TO THE CONTRACTOR PRIOR TO START OF WORK. SHOULD SITE

CONDITIONS BE DIFFERENT THAN REPRESENTED ON THE PLANS OR

UNSATISFACTORY TO THE CONTRACTOR, THE CONTRACTOR SHALL CONTACT

THE OWNER'S REPRESENTATIVE FOR CLARIFICATION AND FURTHER DIRECTION.

6. THE CONTRACTOR IS RESPONSIBLE TO PAY FOR, AND OBTAIN, ANY REQUIRED

APPLICATIONS, PERMITTING, LICENSES, INSPECTIONS AND METERS ASSOCIATED

WITH WORK.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES

ASSESSED TO THE OWNER RELATING TO ANY VIOLATIONS OR

NON-CONFORMANCE WITH THE PLANS, SPECIFICATIONS, CONTRACT

DOCUMENTS, JURISDICTIONAL CODES, AND REGULATORY AGENCIES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY

LOCATES PRIOR TO ANY EXCAVATION. REFER TO ENGINEERING UTILITY PLANS

FOR ALL PROPOSED UTILITY LOCATIONS AND DETAILS. NOTIFY OWNER'S

REPRESENTATIVE IF EXISTING OR PROPOSED UTILITIES INTERFERE WITH THE

ABILITY TO PERFORM WORK.

9. UNLESS IDENTIFIED ON THE PLANS FOR DEMOLITION OR REMOVAL, THE

CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT

OR EXISTING LANDSCAPE, ADJACENT OR EXISTING PAVING, OR ANY PUBLIC AND

PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR

SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION, ESTABLISHMENT OR

DURING THE SPECIFIED MAINTENANCE PERIOD. ALL DAMAGES SHALL BE

REPAIRED TO PRE-CONSTRUCTION CONDITIONS AS DETERMINED BY THE

OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR

LOGGING ANY DAMAGES PRIOR TO START OF CONSTRUCTION AND DURING THE

CONTRACT PERIOD.

10. ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION LIMITS

AS SHOWN ON THE PLANS. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDE

THESE LIMITS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AT THE

CONTRACTOR'S EXPENSE. IN THE EVENT THE CONTRACTOR REQUIRES A

MODIFICATION TO THE CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BE

OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO ANY DISTURBANCE

OUTSIDE OF THE LIMITS OF WORK.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR

TRENCHES OR EXCAVATIONS THAT SETTLE.

12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT A TRAFFIC

CONTROL PLAN TO THE APPROPRIATE JURISDICTIONAL AGENCIES AND THE

OWNER'S REPRESENTATIVE IF THEIR WORK AND OPERATIONS AFFECT OR

IMPACT THE PUBLIC RIGHTS-OF-WAY. OBTAIN APPROVAL PRIOR TO ANY WORK

WHICH AFFECTS OR IMPACTS THE PUBLIC RIGHTS-OF-WAY. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE

OWNER RELATING TO THIS REQUIREMENT DURING THE CONTRACT PERIOD.

13. SIGHT TRIANGLES AND SIGHT LINES SHALL REMAIN UNOBSTRUCTED BY

EQUIPMENT, CONSTRUCTION MATERIALS, PLANT MATERIAL OR ANY OTHER

VISUAL OBSTACLE DURING THE CONTRACT PERIOD AND AT MATURITY OF PLANTS

PER LOCAL JURISDICTIONAL REQUIREMENTS.

14. NO PLANT MATERIAL OTHER THAN GROUND COVER IS ALLOWED TO BE PLANTED

ADJACENT TO FIRE HYDRANTS AS STIPULATED BY JURISDICTIONAL

REQUIREMENTS.

15. COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITH

OWNER'S REPRESENTATIVE.

16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SAFETY FENCING

AND BARRIERS AROUND ALL IMPROVEMENTS SUCH AS WALLS, PLAY

STRUCTURES, EXCAVATIONS, ETC. ASSOCIATED WITH THEIR WORK UNTIL SUCH

FACILITIES ARE COMPLETELY INSTALLED PER THE PLANS, SPECIFICATIONS AND

MANUFACTURER'S RECOMMENDATIONS.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THEIR MATERIAL

STOCK PILES AND WORK FROM VANDALISM, EROSION OR UNINTENDED

DISTURBANCE DURING THE CONSTRUCTION PERIOD AND UNTIL FINAL

ACCEPTANCE IS ISSUED.

18. THE CONTRACTOR SHALL KNOW, UNDERSTAND AND ABIDE BY ANY STORM

WATER POLLUTION PREVENTION PLAN (SWPPP) ASSOCIATED WITH THE SITE. IF A

STORM WATER POLLUTION PREVENTION PLAN IS NOT PROVIDED BY THE

OWNER'S REPRESENTATIVE, REQUEST A COPY BEFORE PERFORMANCE OF ANY

SITE WORK.

19. MAINTAIN ANY STORM WATER MANAGEMENT FACILITIES THAT EXIST ON SITE FOR

FULL FUNCTIONALITY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ANY

NEW STORM WATER MANAGEMENT FACILITIES THAT ARE IDENTIFIED IN THE

SCOPE OF WORK TO FULL FUNCTIONALITY. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER FOR

FAILURE TO MAINTAIN STORM WATER MANAGEMENT FACILITIES DURING THE

CONTRACT PERIOD.

20. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER

POLLUTANTS FROM EXITING THE SITE OR ENTERING THE STORM SEWER SYSTEM

DURING ALL DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OF

THE LANDSCAPE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE

REQUIREMENTS DURING THEIR CONTRACTED COURSE OF WORK.

21. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT ANY IMPACTS TO

ADJACENT WATERWAYS, WETLANDS, OR OTHER ENVIRONMENTALLY SENSITIVE

AREAS RESULTING FROM WORK DONE AS PART OF THIS PROJECT. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED

TO THE OWNER RELATING TO THESE STANDARDS DURING THEIR CONTRACTED

COURSE OF WORK.

22. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL

LOADS OF CONSTRUCTION MATERIAL IMPORTED TO OR EXPORTED FROM THE

PROJECT SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL

DURING TRANSPORT. TRANSPORTATION METHODS ON PUBLIC RIGHT-OF WAYS

SHALL CONFORM TO JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER

RELATING TO THESE REQUIREMENTS.

23. THE CLEANING OF EQUIPMENT IS PROHIBITED AT THE JOB SITE UNLESS

AUTHORIZED BY THE OWNER'S REPRESENTATIVE IN A DESIGNATED AREA. THE

DISCHARGE OF WATER, WASTE CONCRETE, POLLUTANTS, OR OTHER MATERIALS

SHALL ONLY OCCUR IN AREAS DESIGNED FOR SUCH USE AND APPROVED BY THE

OWNER'S REPRESENTATIVE.

24. THE CLEANING OF CONCRETE EQUIPMENT IS PROHIBITED AT THE JOB SITE

EXCEPT IN DESIGNATED CONCRETE WASHOUT AREAS. THE DISCHARGE OF

WATER CONTAINING WASTE CONCRETE IN THE STORM SEWER IS PROHIBITED.

25. LOCAL, STATE AND FEDERAL JURISDICTIONAL REQUIREMENTS, RESTRICTIONS

OR PROCEDURES SHALL SUPERSEDE THESE PLANS, NOTES AND SPECIFICATIONS

WHEN MORE STRINGENT. NOTIFY THE OWNER'S REPRESENTATIVE IF CONFLICTS

OCCUR.

GENERAL NOTES

1. UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD

SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO

GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE

AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT

WARRANT 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 LOCATION

AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES

DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S

CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.

COORDINATE AND COOPERATE WITH UTILITY COMPANIES DURING

CONSTRUCTION.

3. THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLANS AND SPECIFICATIONS

AS CLOSELY AS POSSIBLE. ANY SUBSTITUTION OR ALTERATION SHALL NOT BE

ALLOWED WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE. OVERALL

PLANT QUANTITY AND QUALITY SHALL BE CONSISTENT WITH THE PLANS.

4. ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN

THE "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 WITHSTANDING

LOCAL CLIMATE AND GROWING CONDITIONS.

7. TREE OR SHRUB SHALL STAND PLUMB. DO NOT ALLOW AIR POCKETS TO FORM

WHEN BACK FILLING.

8. LIVE PLANTS CAN BE PLANTED IN THE FIELD DURING THE GROWING SEASON

FROM MAY 1 THROUGH OCTOBER 1. ANY SUGGESTED PLANTING TIMES NOT IN

THIS WINDOW SHALL BE APPROVED BY LANDSCAPE ARCHITECT. IF PLANTING

OCCURS OUTSIDE OF THIS WINDOW, ADDITIONAL MEASURES MAY NEED TO BE

TAKEN (I.E. MULCH) TO ENSURE PLANT SURVIVAL. IN THESE INSTANCES, THE

CONTRACT PRICE MAY NEED TO BE ADJUSTED ACCORDINGLY.

9. PLANTS SHOULD BE WATERED IN AFTER INSTALLATION TO ENSURE THEIR

SURVIVAL. THIS TYPICALLY INVOLVES WATERING AT TIME OF INSTALLATION AND

2 TIMES WEEKLY FOR A ONE MONTH PERIOD OR UNTIL GROUND FREEZE UP IF

NATURAL RAINFALLS ARE INSUFFICIENT. A SINGLE WATERING EVENT INVOLVES

WATERING THE SOIL IN THE PLANTED AREAS TO THE POINT OF SATURATION BUT

STOPPING SHORT OF SOIL DISPLACEMENT. SHOULD VERY DRY CONDITIONS

DEVELOP WITHIN ONE YEAR OF PLANTING, ADDITIONAL WATERINGS MAY BE

NECESSARY, CONSULTANT OR LANDSCAPE ARCHITECT WILL DETERMINE THIS

AND CONTRACT PRICES MAY BE ADJUSTED TO ACCOMMODATE THIS ACTION.

10. ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY, HEALTHY, FREE OF DISEASE

AND INSECTS AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS.

PLANTS SHALL ALSO BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS

THAT WOULD PREVENT VIGOROUS GROWTH.

11. ALL PROPOSED PLANTS SHALL BE LOCATED AS SHOWN ON PLANS. ALL TREES TO

BE PLANTED A MINIMUM DISTANCE OF 5 FEET FROM PAVEMENTS AND 6 FEET

FROM ALL HYDRANTS.

12. CONTRACTOR IS RESPONSIBLE FOR PLANTS AWAITING INSTALLATION AND SHALL

PROTECT 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 ALL

PLANT MATERIAL PRIOR TO SHIPPING TO THE SITE. IN ALL CASES, THE OWNER'S

REPRESENTATIVE MAY REJECT PLANT MATERIAL AT THE SITE IF MATERIAL IS

DAMAGED, DISEASED, OR DECLINING IN HEALTH AT THE TIME OF ONSITE

INSPECTIONS OR IF THE PLANT MATERIAL DOES NOT MEET THE MINIMUM

SPECIFIED STANDARD IDENTIFIED ON THE PLANS AND IN THE SPECIFICATIONS.

THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE

FOR INSPECTION AND APPROVAL OF ALL MATERIALS AND PRODUCTS PRIOR TO

INSTALLATION.

15. THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL AT

THEIR DISCRETION BASED ON SELECTION, AVAILABILITY, OR TO ENHANCE

SPECIFIC AREAS OF THE PROJECT. THE CONTRACTOR SHALL VERIFY PLANT

MATERIAL SIZES WITH OWNER'S REPRESENTATIVE PRIOR TO PURCHASING,

SHIPPING OR STOCKING OF PLANT MATERIALS. SUBMIT CHANGE ORDER

REQUEST TO OWNER'S REPRESENTATIVE FOR APPROVAL IF ADDITIONAL COST IS

REQUESTED BY THE CONTRACTOR PRIOR TO INSTALLATION. RE-STOCKING

CHARGES WILL NOT BE APPROVED IF THE CONTRACTOR FAILS TO SUBMIT A

REQUEST FOR MATERIAL CHANGES.

16. THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS

FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN

ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS

OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS.

17. LANDSCAPE MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION

MAINLINE AND LATERAL LOCATIONS. COORDINATE INSTALLATION OF IRRIGATION

EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR

OTHER LANDSCAPE MATERIAL.

18. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE

DRAINAGE EXISTS IN ALL LANDSCAPE AREAS. SURFACE DRAINAGE ON

LANDSCAPE AREAS SHALL NOT FLOW TOWARD STRUCTURES AND FOUNDATIONS.

MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL REPORT

RECOMMENDATIONS. ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBS

SHALL DRAIN FREELY TO THE CURB UNLESS OTHERWISE IDENTIFIED ON THE

GRADING PLAN. IN NO CASE SHALL THE GRADE, TURF THATCH, OR OTHER

LANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM SLOPES ON

LANDSCAPE AREAS SHALL BE 2%; MAXIMUM SLOPE SHALL BE 25% UNLESS

SPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S

REPRESENTATIVE.

19. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN

COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE

THOROUGHLY LOOSENED TO A DEPTH OF 8” - 12” AND AMENDED PER

SPECIFICATIONS.

20. ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION PER

RATE IDENTIFIED BY A SOIL TEST OR AS NOTED IN THE TECHNICAL

SPECIFICATIONS.

21. TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR

UTILITY EASEMENTS. CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION OF

PLANTS IN QUESTIONABLE AREAS PRIOR TO INSTALLATION.

22. THE CENTER OF EVERGREEN TREES SHALL NOT BE PLACED CLOSER THAN 8' AND

THE CENTER OF ORNAMENTAL TREES CLOSER THAN 6' FROM A SIDEWALK,

STREET OR DRIVE LANE. EVERGREEN TREES SHALL NOT BE LOCATED ANY

CLOSER THAN 15' FROM IRRIGATION ROTOR HEADS. NOTIFY OWNER'S

REPRESENTATIVE IF TREE LOCATIONS CONFLICT WITH THESE STANDARDS FOR

FURTHER DIRECTION.

23. ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALL

NOT EXHIBIT SIGNS OF ACCELERATED GROWTH AS DETERMINED BY THE

OWNER'S REPRESENTATIVE.

24. ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 1

YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STAKES AT

THE END OF 1 YEAR FROM ACCEPTANCE OF LANDSCAPE INSTALLATION BY THE

OWNER'S REPRESENTATIVE. OBTAIN APPROVAL BY OWNER'S REPRESENTATIVE

PRIOR TO REMOVAL.

25. ALL TREES INSTALLED ABOVE RETAINING WALLS UTILIZING GEO-GRID MUST BE

HAND DUG TO PROTECT GEO-GRID. IF GEO-GRID MUST BE CUT TO INSTALL

TREES, APPROVAL MUST BE GIVEN BY OWNER'S REPRESENTATIVE PRIOR TO

DOING WORK.

26. ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE MULCH RINGS. OBTAIN

APPROVAL FROM OWNER'S REPRESENTATIVE FOR ANY TREES THAT WILL NOT BE

MULCHED FOR EXCESSIVE MOISTURE REASONS.

27. EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION,

ESTABLISHMENT AND THE MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW

SOD TO MATCH EXISTING TURF SPECIES. DISTURBED NATIVE AREAS WHICH ARE

TO REMAIN SHALL BE OVER SEEDED AND RESTORED WITH SPECIFIED SEED MIX.

28. WHEN COMPLETE, ALL GRADES SHALL BE WITHIN +/- 1/8” OF FINISHED GRADES AS

SHOWN ON THE PLANS.

29. WHEN PLANTER POTS ARE SHOWN ON PLANS, CONTRACTOR SHALL INCLUDE THE

FOLLOWING: PLANTER MIX, ANNUAL FLOWER PLANTING PROGRAM (INCLUDES 2

PLANTINGS FOR THE 1ST YEAR (SPRING AND FALL) AND WINTER HAND-WATERING

AS NEEDED. UNLESS OTHERWISE SPECIFIED, CONTRACTOR TO PROVIDE ANNUAL

PLANTING SELECTION FOR REVIEW BY OWNER. IRRIGATION FOR PLANTERS TO BE

ON SEPARATE ZONE(S). CONTRACTOR TO COORDINATE PLACEMENT OF

NECESSARY 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 PLANTING

BEDS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION, EXCEPT

AROUND ORNAMENTAL GRASSES.

31. THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND THE CITY AND

COUNTY SPECIFICATIONS FOR LANDSCAPE AND IRRIGATION. IN CASES OF

DISCREPANCIES THE HIGHER OF THE TWO STANDARDS SHALL HAVE

PRECEDENCE.

32. ALL TREES PLANTED WITHIN RIGHT-OF-WAY WILL INCLUDE CITY APPROVED ROOT

BARRIERS.

33. REFER TO SHEET IR101-IR104 FOR THE IRRIGATION PLAN AND POINT OF

CONNECTION INFORMATION.

GENERAL LANDSCAPE NOTES

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1626 OAK STREET

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KWIK TRIP, Inc.

S. ANDERSON / M. WAHL

118.0739.30

MAY 21, 2019

NOTED

DRAWN BY

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KWIK TRIP, Inc.

S. ANDERSON / M. WAHL

118.0739.30

MAY 21, 2019

NOTED

DRAWN BY

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5010 VOGES ROAD

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