site plan review committee june 11, 2018 1:30 pm … plan review...site plan review committee june...

SITE PLAN REVIEW COMMITTEE

June 11, 2018 1:30 PM Room 2044, 2nd Floor, 106 Jones Street

1) 420 E. Horseshoe Drive – Clasen Quality Chocolate – Proposed Building Expansion 2) 1901 Market Way – TNT Fireworks – Fireworks Sales Request 3) Site Plan Review Minutes – May 29, 2018

MAUSTON

23MONTELLO

36

12

151

MILWAUKEEMADISON

51

94

94

94

43

90

90

90

94

43

41

GREEN BAY

APPLETON

RACINE

KENOSHA

SHEBOYGAN

MANITOWOC

FOND DU LAC

OSHKOSH

SUPERIOR

WAUSAU

LA CROSSE

EAU CLAIRE

53

2

ASHLAND

STEVENS POINT

141

8

RHINELANDER

WISCONSIN

PARK

FALLS

13

RAPIDS

TOMAH

11

LAKE

RICE

WATERTOWN

PROJECT

LOCATION

N

CIVIL

C-001 INDEX SHEET

C-200A DEMOLITION AND EROSION CONTROL PLAN

(NORTH BUILDING ADDITION)

C-200B DEMOLITION AND EROSION CONTROL PLAN

(MAINTENANCE BUILDING ADDITION)

C-300 OVERALL SITE PLAN

C-300A SITE PLAN (NORTH BUILDING ADDITION)C-300B SITE PLAN (MAINTENANCE BUILDING ADDITION)

C-400A GRADING PLAN (NORTH BUILDING ADDITION)

C-400B GRADING PLAN (MAINTENANCE BUILDING ADDITION)

C-500A UTILITY PLAN (NORTH BUILDING ADDITION)

C-500B UTILITY PLAN (MAINTENANCE BUILDING ADDITION)

C-900 CIVIL DETAILS

C-901 CIVIL DETAILS

LANDSCAPE

L-100 LANDSCAPE PLAN (NORTH BUILDING ADDITION)

L-101 LANDSCAPE PLAN (INTERSECTION PLANTINGS)

CLASEN QUALITY CHOCOLATE

420 E. HORSESHOE RD.WATERTOWN, WI 53094

CQC WT PROJECT FIELDHOUSE

ARCHITECTURAL

A-201 ELEVATIONS

A-202 ELEVATIONS

TITLE SHEET

G-001 TITLE SHEET

SHEET INDEX

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AS NOTED

1010 East Washington Ave.,Suite 202Madison, WI 53703-3130608 / 242 1550608 / 242 0787 fax

www.graef-usa.com

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5126 West Terrace Drive,Suite 111Madison, WI 53718-8346608 / 242 1550608 / 242 0787 fax

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KEY PLANN

C-001

CIVIL ENGINEERING LEGENDSAND INDEX SHEET

SURVEY LEGEND

UTILITY LEGEND SITE IMPROVEMENTS LEGEND

Sheet List TableSheet Number Sheet Title

EROSION CONTROL LEGEND

http://www.graef-usa.com/

X X X X

X X X X X X X X

XXXX

XXXXX

XX

XXX X X X X X

X

X

XXX

XXXXX X X X

EAST HORSESHOE ROAD

EA

ST

HO

RS

ES

HO

E R

OA

DE

ND

ER

S L

AN

E

X

X


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KEY PLANN

DEMOLITION AND EROSIONCONTROL PLAN (NORTH BUILDINGADDITION)

C200A


DEMOLITION AND EROSIONCONTROL PLAN (MAINTENANCEBUILDING ADDITION)

C200B


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OVERALL SITE PLAN

C300


EAST HORSESHOE ROAD

EN

DE

RS

LA

NE

EA

ST

HO

RS

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D

NORTH BUILDINGADDITION CQC WT PROJECT FIELDHOUSE

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SITE PLAN (NORTH BUILDINGADDITION)

C300A


SOUTH BUILDINGADDITION

SITE PLAN (MAINTENANCE BUILDINGADDITION)

C300B


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GRADING PLAN (NORTH BUILDINGADDITION)

C400A


GRADING PLAN (MAINTENANCEBUILDING ADDITION)

C400B


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NORTH BUILDINGADDITION CQC WT PROJECT FIELDHOUSE

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KEY PLANN

UTILITY PLAN (NORTH BUILDINGADDITION)

C500A


SOUTH BUILDINGADDITION

UTILITY PLAN (MAINTENANCEBUILDING ADDITION)

C500B


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KEY PLANN


MT

MT

MT

MTMT

MTMTMT

MT

MT

MT

SM

ESM

SM

MT

ESM

SM SM

SM SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

5-JCP

3-JCA

2-CTA

3-JCA

5-SNS

2-CTA

3-DSL

1-SNS

4-CTA

3-JCO

4-DSL

3-JCO

1-HKA

8-JSA

2-DSL

2-HKA

4-JCA


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LANDSCAPE PLAN(NORTH BUILDING ADDITION)

L100

LANDSCAPE LEGEND

MT

EXISTING SHADE TREE TO REMAIN

EVERGREEN SHRUB

MANICURED TURF - SOD or SEED

PROPOSED ALUMINUM EDGER

LIMIT OF LANDSCAPE CONSTRUCTION

EXISTING SHRUB TO REMAIN

DECIDUOUS SHRUB

ESM EXISTING STONE MULCH

SM PROPOSED STONE MULCH

EXISTING ORNAMENTAL TREE TO REMAIN


MT

MT

NOTE: LANDSCAPING TO BEADJUSTED BASED ON FINALLOCATION OF SIGN AND BERM

4-PGL

3-MRJ


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LANDSCAPE PLAN(INTERSECTION PLANTINGS)

L101

LANDSCAPE LEGEND

ORNAMENTAL TREE

EVERGREEN TREE

MT MANICURED TURF - SOD or SEED


CIVIL DETAILS

C900


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30" CONCRETE GUTTER30" VERTICAL FACE HIGHSIDECONCRETE CURB & GUTTER

30" VERTICAL FACE CONCRETE CURB & GUTTER

TRAFFIC CLASS I ASPHALTPAVING SECTIOND1

TYPICAL CONCRETEPAVING SECTION

18" VERTICAL FACE CONCRETE CURB & GUTTER

18" VERTICAL FACE HIGHSIDECONCRETE CURB & GUTTER 18" CONCRETE GUTTER

TYPICAL CONCRETESIDEWALK SECTION

TRAFFIC CLASS II ASPHALTPAVING SECTIOND2 D3 D4

C1 C2

B1

C3 C4 C5 C6

B4

TYPE E DOWELEDCONSTRUCTION JOINT

A2

A1 A2 A3 A4 A5 A6CONSTRUCTION JOINT FILLERTYPE C DOWELED

CONTRACTION JOINT

A4

CONTRACTION JOINT FILLERTYPE A THICKENED EDGE

ISOLATION JOINT

A6

ISOLATION JOINT FILLER

TYPICAL DOWEL AND TIE BAR BASKET

TYPICAL AGGREGATEPAVEMENT SECTIOND5

CONCRETE PAVEMENTTHICKENED EDGEB3

6' CURB TAPER SECTIONB2

30" ROLLED FACE CONCRETE CURB & GUTTER

D6STONE STRIP


CIVIL DETAILS

C901


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KEY PLANN

D5 UTILITY TRENCH PAVEMENT RESTORATION

GENERAL NOTES

OPTIONAL FLAT-TOP SECTION

OPTIONAL POURED BASE

D1 CLASS "B" BEDING DETAIL FOR SANITARY SEWER D3 CLASS "C" BEDDING FOR STORM SEWER

A1 PRECAST MANHOLE RECTANGULAR CATCH BASINA3

CATCH BASIN UNDERDRAINB4

UTILITY CLEANOUTC3 C5 FIRE ACCESS ROAD GATE

B5 B6

TYPE B BUILDINGISOLATION JOINT

B6

BUILDING ISOLATION JOINT FILLER

INLINE DRAINC4

A5 TRAILER LANDING GEAR CONCRETE PAD


MT

MT

MT

MTMT

MTMTMT

MT

MT

MT

SM

ESM

SM

MT

ESM

SM SM

SM SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

5-JCP

3-JCA

2-CTA

3-JCA

5-SNS

2-CTA

3-DSL

1-SNS

4-CTA

3-JCO

4-DSL

3-JCO

1-HKA

8-JSA

2-DSL

2-HKA

4-JCA


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KEY PLANN

LANDSCAPE PLAN(NORTH BUILDING ADDITION)

L100

LANDSCAPE LEGEND

MT

EXISTING SHADE TREE TO REMAIN

EVERGREEN SHRUB

MANICURED TURF - SOD or SEED

PROPOSED ALUMINUM EDGER

LIMIT OF LANDSCAPE CONSTRUCTION

EXISTING SHRUB TO REMAIN

DECIDUOUS SHRUB

ESM EXISTING STONE MULCH

SM PROPOSED STONE MULCH

EXISTING ORNAMENTAL TREE TO REMAIN


MT

MT

NOTE: LANDSCAPING TO BEADJUSTED BASED ON FINALLOCATION OF SIGN AND BERM

4-PGL

3-MRJ


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LANDSCAPE PLAN(INTERSECTION PLANTINGS)

L101

LANDSCAPE LEGEND

ORNAMENTAL TREE

EVERGREEN TREE

MT MANICURED TURF - SOD or SEED


FIRST FLOOR

100' - 0"

T / WALL

114' - 8"

EXISTING WALL BEYOND

B

EXISTING HOLLOW METAL DOORS

FIRST FLOOR

100' - 0"

T / WALL

114' - 8"

AA

B

B B

B

2222 2

1 1 1 1 1

EXTERIORINTERIOR

METAL MECHANICAL SCREEN, TYPICAL

CMETAL SHADE AWNING, TYPICAL

FIRST FLOOR

100' - 0"

T / WALL (S)

129' - 1"

T / WALL

114' - 8"

T / HIGH ROOF PARAPET

122' - 6"

22

11

2

1

2

1

2

1

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1

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1

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A

BBBB

BA

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2

2

2

2

2

2

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2

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2

2

2

2

2

2

2

2

2 2 2

C

AAA

A


INTERIOREXTERIOR

FIRST FLOOR

100' - 0"

T / WALL

114' - 8"

T / IMP WALL (NB)

128' - 5"

T / HIGH ROOF PARAPET

122' - 6"

EXISTING PRECAST WALL PANEL

AA A A

BBBB

BB


C

DD

3 3 3 3 3 3 3 3 3 3

2222222

1111111

2

1

2

1

2

1

2

1

2

1

EXISTING STOREFRONT FRAMING AND GLASS

2

1

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ELEVATIONS

06/06/2018

A-201

2017-5026.01

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1/8" = 1'-0"B5OFFICE ADDITION - COURTYARD - EAST ELEVATION

1/8" = 1'-0"A5

OFFICE ADDITION -COURTYARD - WEST ELEVATION

1/8" = 1'-0"B1OFFICE ADDITION - EAST ELEVATION

1/8" = 1'-0"A1OFFICE ADDITION - SOUTH ELEVATION

KEY

1

2

3

A

B

C

D

METAL SPANDREL GLASS PANEL WITH METAL STUD AND GYPSUM BEHIND

TINTED VISION GLASS - 1/4" CLEAR GLASS, 1" HERMETIC AIR SPACE, 1/4" LIGHTLY TINTED GLASS WITH LOW-E COATING ON INSIDE SURFACE

REFLECTIVE VISION GLASS - 1/4" CLEAR GLASS, 1" HERMETIC AIR SPACE, 1/4" REFLECTIVE TINTED GLASS WITH LOW-E COATING ON INSIDE SURFACE

FIBER CEMENT PANEL, MATTE FINISH WITH SURFACE TEXTURE

FIBER CEMENT PANEL, METALLIC SEMI-GLOSS FINISH WITH SMOOTH SURFACE. ALTERNATE: SMOOTH COMPOSITE METAL PANEL

METAL SCREEN PANEL AND POSTS AT MECHANICAL EQUIPMENT

INSULATED METAL SANDWICH PANEL

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

T / WALL (S)

129' - 1"

T / WALL (S)

129' - 1"

2

IMP SANDWICH PANEL COLOR AND SURFACE TO MATCH EXISTING WALL PANELS, TYPICAL

OVERHEAD SECTIONAL DOOR COLOR AND TYPE TO MATCH EXISTING OVERHEAD DOORS

HOLLOW METAL DOOR AND FRAME, COLOR TO MATCH EXISTING

METAL EDGE COPING, COLOR AND TYPE TO MATCH EXISTING, TYPICAL

D

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

T / WALL (S)

129' - 1"

T / WALL (S)

129' - 1"

IMP SANDWICH PANEL COLOR AND SURFACE TO MATCH EXISTING WALL PANELS, TYPICAL


D

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

T / WALL (S)

129' - 1"

T / WALL (S)

129' - 1"

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AS NOTED


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ELEVATIONS

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1/8" = 1'-0"A1MAINTENANCE ADDITION - SOUTH ELEVATION

1/8" = 1'-0"B1MAINTENANCE ADDITION - NORTH ELEVATION

1/8" = 1'-0"A3MAINENTANCE ADDITION - WEST ELEVATION

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METAL SPANDREL PANEL WITH METAL STUD, GYPSUM, AND INSULATION KNEEWALL BEHIND

TINTED VISION GLASS - 1/4" CLEAR GLASS, 1" HERMETIC AIR SPACE, 1/4" LIGHTLY TINTED GLASS WITH LOW-E COATING ON INSIDE SURFACE

REFLECTIVE VISION GLASS - 1/4" CLEAR GLASS, 1" HERMETIC AIR SPACE, 1/4" REFLECTIVE TINTED GLASS WITH LOW-E COATING ON INSIDE SURFACE

FIBER CEMENT PANEL, MATTE FINISH WITH SURFACE TEXTURE

FIBER CEMENT PANEL, METALLIC SEMI-GLOSS FINISH WITH SMOOTH SURFACE. ALTERNATE: SMOOTH COMPOSITE METAL PANEL

METAL SCREEN PANEL AND POSTS AT MECHANICAL EQUIPMENT

IMP SANDWICH PANEL

SITE PLAN REVIEW COMMITTEE May 29, 2018

The Site Plan Review Committee met on the above date at 1:30 P.M. in Room 2044 of the Municipal Building. The following members were present: Jacob Maas, Doug Zwieg, Jaynellen Holloway, Andrew Beyer, Robert Schwerer, Curt Kleppin, and Randy Wojtasiak. Also in attendance were Nikki Zimmerman, Dan Shea of Maas Brothers, Kyle Bergdoll of Temp Air, and Joel Van Ess of Abacus Architects. Chairperson Jacob Maas called the meeting to order. 1. 500 E. Horseshoe Road – Temp Pair – Review Industrial Development This item appeared before the Plan Commission on May 14, 2018 where it was approved for a conditional use permit for

Outdoor Storage or Wholesaling in conjunction with proposed development. This was approved at Plan Commission as submitted but still requires Site Plan Review approval. It has been determined that there are no wetlands on the site. The existing pond will be used for storm water. The north side parking will be for trucks and trailers whereas the parking on the east side will be for employees and visitors. A Notice of Intent (NOI) has been submitted to the DNR. A fence will surround the majority of the property. An roughly 3,400 square foot office area will be in the front of the building and the remainder of the building will be factory area. The departments were asked to voice any comments or concerns. The Building Inspection Department stated the plans must be reviewed by the state before submitting the building permit to the City. In addition, they requested clarification of what size meter will be used for impact fee purposes. At this time, the plan is for a ¾” meter to be installed. The Engineering Department stated the Fire Department, whose representative was not present, would likely need to speak with the developer to discuss the FDC location as well as the lock box location. In addition it was determined that proposed parking spaces are adequate. Also, there is an easement on the property. Should the City of Watertown require access to the sewer line in that easement, the City has the right to remove the fence to access the easement but does not have a requirement to replace the fence. In regards to Ruekert Mielke review, all review fees for this project shall be charged back to the applicant. The Water Department mentioned that the backflow prevention must be completed to code. The Zoning Department stated the photometric plan and landscape plan are sufficient. A motion was made by Andrew Beyer and seconded by Jaynellen Holloway to recommend approval of the project as submitted subject to Ruekert Mielke approval of the storm water management plan. Unanimously approved.

2. Site Plan Review Minutes – April 23, 2018

Motion was made by Curt Kleppin and seconded by Randy Wojtasiak to approve the minutes as submitted. Unanimously approved.

There being no further business to come before this committee, motion was made by Andrew Beyer and seconded by Robert Schwerer to adjourn. So ordered.

Respectfully submitted,

Nikki Zimmerman, Secretary

NOTE: These minutes are uncorrected and any corrections made thereto will be noted in the proceedings at which these minutes are approved.

site plan review committee june 11, 2018 1:30 pm … plan review...site plan review committee june...

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