2419 Drawings.pdf

1.0KUENY ARCHITECTS, LLC

10505 CORPORATE DRIVE - SUITE 100 PLEASANT PRAIRIE, WI 53158 PHONE (262) 857-8101 FAX (262) 857 8103

SITE MAP GENERAL NOTES

1. All concrete to test 4000 psi in 28 days.

2. Verify all dimensions, access, utilities and working conditions in the field.

3. Conform to all applicable codes, ordinances and safety standards.

4. Obtain and pay for all required permits and fees.

5. Notify Architect immediately if work cannot proceed as shown on Drawings or as described in the Specifications.

6. No concrete to be poured without Architect's prior review.

7. All Contractor's to co-operate with all trades, Owner's and Architect's representatives.

8. Leave site clean, neat and free of debris at all times.

9. Each Prime and Sub-contractor is responsible for having read each page of the

Specifications, Drawings, Addenda and Change Orders.

10. Guard against interfering with Owner's operations.

11. These Drawings contain no provisions or procedures for on-site safety. Each

Contractor and their employees are responsible to follow all laws and ordinances and provide their own engineering to provide a safe work place.

12. The locations of existing underground utilities, shown on these Drawings, are shown in an approximate way only and have not been independently verified by the Owner or its representatives. The Contractor shall determine the exact location of all existing utilities before commencing work, and agrees to be fully responsible for any and all damages which might be occassioned by the Contractor's failure to exactly locate and preserve any and all underground utilities.

13. Services perform for this project have been conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time constraints. No warranty, expressed or implied, is made.

MATERIAL INDICATIONS

DRAWING LEGEND

New or Required Point Elevation

Existing Point Elevation

Existing Contours

New or Required Contours

A Grid Lines

3 .1 Building Section

Wall Section

Room/Space Number

Door Number

SHEET INDEX

Earth Backfill

Rigid Insulation

Concrete Block

Aluminum

Lumber (Rough)

Steel

Sand Fill

Concrete

Finished Wood

Stone Fill

Plywood

Batt Insulation

4 .1

Room 1

101 Interior Elevation

Detail Section1

5 .1

7.1

CONSULTANTS

5 .1

Detail Number Page Number

Exterior Elevation

2.1

1 Wall Tag

+ 100.0

+ 100.0

+ 100.0

+ 100.0

Kenosha Courthouse Ramp Restoration

912 56th Street Kenosha, WI 53140

August 20, 2024

Kenosha Courthouse Ramp Restoration

ARCHITECT Kueny Architects 10505 Corporate Drive Suite 100

(262) 857-8101 Pleasant Prairie, Wisconsin 53158 Architect of Record - Jon P. Wallenkamp

PROJECT

LOCATION

1.0 Title Sheet

CB02.2 Existing and Proposed Site Plan Scale as Noted CB02.3 Details Scale as Noted

UP UP

UP

UP UP

UP

BM AND CP 102CROSS NOTCH INTOP OF CURBEL = 609.34

WV

WV

GV

BM AND CP 102CROSS NOTCH INTOP OF CURBEL = 609.34

2"

2"

2" 4"

MULCH

MULCH

MULCH

MULCH

GRASSGRASS

56th STREET

WV

WV

GV

PROTECT EXISTING

BIKE RACK DURING CONSTRUCTION

RAILING

BLDG B BLDG E

611.22

BLDGBLDG

(02 41 16) DEMO EXISTING CONCRETE RAMP

(02 41 16) DEMO EXISTING CONCRETE FOR NEW

TRENCH DRAIN SYSTEM

(02 41 16) DEMO COMPLETE RAIL SYSTEM

CB02.3

CB02.3

CB02.3

(02 41 16) PROTECT EXISTING CONCRETE

EDGE - REPLACE COMPLETE SECTION IF DAMAGED

ALTERNATE BID #2 FOR TEMP RAMP SYSTEM

(05 50 00) ALTERNATE BID #1

DEMO EXISTING RAIL SYSTEM

NEW RAIL SYSTEM TO MATCH EXISTING

COMPLETE STAINLESS STEEL

(03 30 00) NEW 4" CONCRETE

CAP - CONTROL JOINTS 6'-6" O.C.

W/ LIGHT BROOM FINISH

EL 613.00

EL 615.00

EL 614.00

EL 612.00

EL 611.00

EL 610.00

(03 30 00) NEW CONCRETE RAMP

WITH FLAT LANDING AT MID RUN

(05 50 00) NEW RAIL SYSTEM PER DETAILS

NEW TRENCH DRAIN SYSTEM

PER DETAIL

VODALAND-USA: 4" INTERNAL WIDTH STAINLESS STEEL C CLASS ADA AND HEEL

PROOF STAINLESS STEEL GRATE, CHANNEL AND GRATING FASTENERS 4"

SCHEDULE PVC PIPING SYSTEM AND ALL REQUIRE ADAPTERS - OR EQUAL

6'-6"

(03 30 00) 1/2" EXPANSION AT EXISTING

WALK TO NEW RAMP AND CAULK JOINT

CB02.3

CB02.3

CB02.3

(03 30 00) SCH40 4"

DRAIN PIPE

(05 50 00) NEW RAIL SYSTEM AT LANDING PER DETAILS

NO ACCESS ON LAWN UNLESS

PRIOR APPROVAL FROM THE

COUNTY AND THE USE OF (2)

LAYERS OF 3/4" PLYWOOD

ADA COMPLIANT DETECTABLE WARNINGS

SURFACE TACTILES - (2) 2' X 2' ACDWST (YELLOW)

(05 50 00) ALTERNATE BID #1

NEW RAIL SYSTEM TO MATCH EXISTING

COMPLETE STAINLESS STEEL

kuenyarch.com ©2018 Kueny Architects L.L.C. - All Rights Reserved

PLAN NORTH

SCALE: 1" = 10'-0"

CB02.2- - Kenosha Courthouse Ramp Restoration

August 20, 2024

Existing and Proposed Site Plan 912 56th Street Kenosha, WI 53140

1" = 10'-0"1 Site - Enlarged Ramp Area - Existing 1" = 10'-0"2 Site - Enlarged Ramp Area - Proposed

ALTERNATE BID #1

LOCATION OF NEW TRNCH DRAIN SYSTEM

TYPICAL AREA OF WALL TO BE CUT OUT AND

REINSTALLED - (6) LOCATIONS

PROTECT EXISTING CONCRETE TO REMAIN

PROTECT EXISTING CONCRETE TO REMAIN

TYPICAL AREA OF WALL TO BE CUT OUT AND

REINSTALLED - (6) LOCATIONS

LEVEL 1

0'-0"

JUDGES BENCH

1'-6"LEVEL 1.7

1'-0"

Jury Platform Level 2 1'-2"

Sidewalk -6'-0"

(03 30 00) NEW 6" CONCRETE

CAP - CONTROL JOINTS 6'-6" O.C.

(05 50 00) NEW RAIL SYSTEM PER DETAILS

CB02.3

(03 30 00) EXISTING 8" CONCRETE

FOUNDATION WALL - NEED TO RE-

CEMENT COAT ENTIRE EXTERIOR

EXPOSED CONCRETE - REMOVE

AND REPLACE (6) SECTIONS 2'

WIDE FROM TOP TO -4" BELOW

GRADE. PIN WITH #5 EPOXY BARS

12" O.C.

LEVEL 1

0'-0"

Sidewalk -6'-0"

(03 30 00) NEW 6" CONCRETE

CAP - CONTROL JOINTS 6'-6" O.C.

(05 50 00) NEW RAIL SYSTEM PER DETAILS6'-6"

5' -6

5' -0

CB02.3

(31 20 00) CRUSHED STONE AGGREGATE - MINIMUM 6"

REPLACEMENT AND MISC FILL AT VOIDS

(03 30 00) EXISTING 8" CONCRETE

FOUNDATION WALL - NEED TO RE-

CEMENT COAT ENTIRE EXTERIOR

EXPOSED CONCRETE - REMOVE

AND REPLACE (6) SECTIONS 2'

WIDE FROM TOP TO -4" BELOW

GRADE. PIN WITH #5 EPOXY BARS

12" O.C.

Sidewalk -6'-0"

(03 30 00 ) NEW 6" CONCRETE CAP

(03 30 00 ) NEW STAILESS STEEL 316L

RAILING SYSTEM - MATCH EXISTING PROFILE

(05 50 00) 1-1/2" SS TOP GAURDRAIL PIPE

(05 50 00) 1"x3/4" SS HORIZONTAL

(05 50 00) 1"x3/4" SS HORZ

(05 50 00) 3/4"x3/4" SS VERTICAL

(05 50 00) 3/4"x3/4" SS TWISTED VERTICAL

SEE ELEVATION VIEW

(05 50 00) 1-1/2" SS LOWER HANDRAIL PIPE

3/8" SS BENT ROD ATTACHED TO VERTICAL

(05 50 00) (4) 5/8" x 6-1/4" STAINLESS STEEL ULTRA WEDGE BOLTS - 6"x10"x1/2 SS PLATE

1 1/2"

3' -6

2' -1

0"

2' -1

1/

4" 3/

4" 3 3/

4"3/ 4"

(03 30 00) EXISTING 8" CONCRETE

FOUNDATION WALL - NEED TO RE-

CEMENT COAT ENTIRE EXTERIOR

EXPOSED CONCRETE - REMOVE

AND REPLACE (6) SECTIONS 2'

WIDE FROM TOP TO -4" BELOW

GRADE. PIN WITH #5 EPOXY BARS

12" O.C.

(31 20 00) CRUSHED STONE AGGREGATE - MINIMUM 6"

REPLACEMENT AND MISC FILL AT VOIDS

LEVEL 1

0'-0"

NEW TRENCH DRAIN SYSTEM

PER DETAIL

VODALAND-USA: 4" INTERNAL WIDTH STAINLESS STEEL

C CLASS ADA AND HEEL PROOF STAINLESS STEEL

GRATE, CHANNEL AND GRATING FASTENERS 4"

SCHEDULE PVC PIPING SYSTEM AND ALL REQUIRE

ADAPTERS - OR EQUAL

EXISTING LANDING

(03 30 00) NEW CONCRETE DRAIN GROUT

6" 6"

(31 20 00) CRUSHED STONE AGGREGATE - MINIMUM 6"

REPLACEMENT AND MISC FILL AT VOIDS

VARIES 2'-0" MIN

(03 30 00) REINFORCING PER

SCHEDULE

OVERLAP REINFORCING

AT CONSTRUCTION JOINTS

CONSTRUCTION JOINT

1'-0" MIN

(03 30 00) 15# FELT - BOND BREAKER

4"

1/

2"

CONTROL JOINT

CONCRETE TYPE "B"

6" CONCRETE SLAB - EPOXY 6 x 6 W 2.9 x W 2.9 WWF

OVER 6" COMPACTED CRUSHED STONE

3 1/2"

3/4"

3 3/4"

3 3/4"

3/4" 1 1/2"

1"

3 3/4"

6"

3 3/4"

1"

2 1/2" 2 1/2"

1"

6"

(05 50 00) (4) 5/8" x 6-1/4" STAINLESS STEEL ULTRA WEDGE BOLTS - 6"x10"x1/2 SS PLATE

(03 30 00 ) NEW 6" CONCRETE CAP

(03 30 00 ) NEW STAILESS STEEL 316L

RAILING SYSTEM - MATCH EXISTING PROFILE

3' -6

(05 50 00) 1-1/2" SS TOP GAURDRAIL PIPE

(05 50 00) 1"x3/4" SS HORIZONTAL

(05 50 00) 1"x3/4" SS HORZ

(05 50 00) 3/4"x3/4" SS VERTICAL

(05 50 00) 3/4"x3/4" SS TWISTED VERTICAL

(05 50 00) 1"x1" SS VERTICAL

(05 50 00) 1-1/2" SS LOWER HANDRAIL PIPE

2' -1

0"

GAURDRAIL PIPE

HANDRAIL PIPE

1" kuenyarch.com ©2018 Kueny Architects L.L.C. - All Rights Reserved SCALE: As indicated

CB02.3- - Kenosha Courthouse Ramp Restoration

August 20, 2024

Details 912 56th Street Kenosha, WI 53140

1/4" = 1'-0"1 Section at Ramp

1/2" = 1'-0"3 Section at Ramp

1" = 1'-0"4 Section at Rail

1" = 1'-0"6 Section at New Drain

1 : 62 Concrete Slab - Type B

1 1/2" = 1'-0"5 Section at Ramp - Callout 1

GENERAL PLUMBING NOTES