25.06.04_Centennial Park Gazebo_Bid Set.pdf

PDF 2 MB Posted Jun 4, 2025

Attached to: Centennial Park gazebo refurbishment
Solicitation number: DDA2025-2
Issued by: Oakland County, Michigan

About this file

Written by GovTribe AI · Jul 1, 2025

These architectural design documents prepared by DesignHaus Architecture detail the renovation plans for the Centennial Park Gazebo located in Oxford, Michigan for the Oxford Downtown Development Authority. The project involves adding a concrete ADA-compliant ramp, renovating existing railings and trim, and potentially repairing or replacing the cupola, electrical systems, and performing cleaning and painting of wood components. The bid set is dated 25.06.04 and includes multiple technical drawings showing existing conditions, demolition plans, floor plans, elevations, ramp details, and railing specifications. The project will be competitively bid, with bids due by 10:00 AM on June 30th at the Village of Oxford offices, followed by a public bid opening and anticipated contractor selection by July 10th.

The design documents specify a hexagonal gazebo structure located in Centennial Park adjacent to an existing two-story building on S Washington Street. The renovation is being conducted under the 2015 Michigan Rehabilitation Code, with detailed technical specifications for concrete foundations, ramp construction, wooden structural elements, and accessibility improvements. The project appears to be funded locally through the Oxford Downtown Development Authority, with specific budget details not disclosed in the provided architectural drawings. The technical drawings provide comprehensive engineering and architectural specifications to guide potential contractors in preparing their bid submissions.

View the file

Other files

File	Type	Posted
25.06.05_Centenial Park Gazebo Renovation _SEALED BID FORM.pdf	PDF	Jun 4, 2025
25.06.05_Centenial Park Gazebo Renovation_REQUEST FOR SEALED BID LETTER.pdf	PDF	Jun 4, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

A U

B U

R N

R D

A U

B U

R N

L S

T :2

W W

D E

S I

G N

H A

U S

O M

D E

N H

A U

S .C

O M

C H

R E

ISSUANCE DATE

NOT FOR CONSTRUCTIO

Tit le Sh ee t &

In de x

Ce nte nn ial

Pa rk

Ga zeb o

25047

O xf or d, M I 4

C en te nn ia l P ar k

G1.1

Design Review

Bid Set

25.05.07

25.06.04

Centennial Park Gazebo

Centennial Park

Oxford, MI 48371

INDEX OF DRAWINGS

OWNER ARCHITECT

DESIGNHAUS ARCHITECTURE

3300 AUBURN RD.

AUBURN HILLS, MI 48326

T: 248.601.4422 F: 248.453.5854

PROJECT MANAGER: JOE LATOZAS

PROJECT ARCHITECT:

PETER STUHLREYER, A.I.A

PROJECT TEAM

SHEET NO: DRAWING NAME

GENERAL

G1.1 Title Sheet & Index G3.1 Reference Data G4.1 Accessibility Standards

/ D es ig n

Re vi ew

OXFORD DOWNTOWN DEVELOPMENT AUTHORITY

CONTACT: KIMBERLY SMITH

KSMITH@THEVILLAGEOFOXFORD.ORG

(248) 628.9941

ARCHITECTURAL DEMOLITION

AD1.1 Demolition Plans & Elevations

ARCHITECTURAL

A1.1 Gazebo Floor Plans A3.1 Gazebo Elevations

/ B id

S et

STATEMENT OF SELECTED DESIGN PROFESSIONAL

THESE CONSTRUCTION DOCUMENTS WERE PREPARED FOR COMPLIANCE WITH THE MICHIGAN CONSTRUCTION CODES IN EFFECT AT THE TIME OF PERMIT SUBMITTAL. ALL ENGINEERS, CONTRACTORS AND SUPPLIERS INVOLVED WITH THIS PROJECT SHALL COMPLY WITH THE SAME CODES ISSUED AND APPROVED CODE MODIFICATIONS AND/OR MUNICIPAL CONSTRUCTION BOARDS OF APPEALS RULINGS AND WHENEVER REQUIRED SHALL PROVIDE SHOP DRAWINGS AND SUBMITTALS CLEARLY DESCRIBING COMPLIANCE TO THE

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FOR REVIEW AND APPROVAL.

REGISTERED DESIGN PROFESSIONAL IN CHARGE:

PETER STUHLREYER. A.I.A.

MICHIGAN IDENTIFICATION # 44668

DESIGNHAUS ARCHITECTURE

NORTH

SCALE: 1" = 20'1

Site Plan

NORTH

SCALE: 1" = 5'2

Enlarged Site Plan

G1.1

EXISTING 2 STORY

BUILDING

GAZEBO

EXISTING 2 STORY

BUILDING

S W

ASHINGTON ST

CODE DATA

-Centennial Park Oxford, MI 48371

ADDRESS :

PROPERTY ID :

OTHER : -

PROJECT

TYPE

NEW CONSTRUCTION TENANT IMPROVEMENT FACADE RENOVATION

ALTERATION ADDITION REPAIR

PROJECT

DESCRIPTION

APPLICABLE

CODES

PROJECT

IDENTIFICATION

ADDITION OF CONCRETE RAMP ON EXISTING GAZEBO. RENOVATION OF EXISTING RAILING AND TRIM.

2015 MICHIGAN REHAB CODEREHAB

AutoCAD SHX Text Designhaus

AutoCAD SHX Text 6/4/2025

AutoCAD SHX Text G1.1 Title Sheet & Index.dwg

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

NEW CONCRETE SLAB

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

EXISTING FENCE - REMOVE AND REPLACE ONCE NEW CONCRETE SLAB IS INSTALLED

AutoCAD SHX Text 14'-10 "58"

AutoCAD SHX Text 20'-7 "12"

AutoCAD SHX Text

NEW CONCRETE RAMP

AutoCAD SHX Text

REPLACE & REPAIR EXISTING SIDEWALK AS NEEDED

AutoCAD SHX Text

NEW CONCRETE SIDEWALK

AutoCAD SHX Text

EXISTING ELECTRICAL SERVICE

AutoCAD SHX Text

EXISTING PARKING

AutoCAD SHX Text

EXISTING PARKING

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING CONCRETE SIDEWALK

AutoCAD SHX Text

EXISTING CONCRETE STEPS

AutoCAD SHX Text 8'-9 "12"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

EDGE OF EXISTING SIDEWALK

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

DN 1:12

AutoCAD SHX Text

DN 1:12

A U

B U

R N

R D

A U

B U

R N

L S

T :2

W W

D E

S I

G N

H A

U S

O M

D E

N H

A U

S .C

O M

C H

R E

ISSUANCE DATE

NOT FOR CONSTRUCTIO

De mo liti on Pl an s &

El eva tio ns

Ce nte nn ial

Pa rk

Ga zeb o

25047

O xf or d, M I 4

C en te nn ia l P ar k

AD1.1

Design Review

Bid Set

25.05.07

25.06.04

NORTH

SCALE: 1/4" = 1'1

Existing Gazebo Plan

ELEV.

Gazebo Finish Floor

100'-0"

ELEV.

Existing Sidewalk

98'-0"

Gazebo

SCALE: 1/4" = 1'4

Existing West Elevation

SCALE: 1/4" = 1'5

Existing East Elevation

ELEV.

AD1.1

Gazebo Finish Floor 100'-0"

ELEV.

Existing Sidewalk

98'-0"

Gazebo Finish Floor 100'-0"

Existing Sidewalk 98'-0"

NORTH

SCALE: 1/4" = 1'2

Existing Reflected Ceiling Plan

NORTH

SCALE: 1/4" = 1'3

Existing Roof Plan

AD1.1

LEGEND

DEMOLITION NOTES

AutoCAD SHX Text Designhaus

AutoCAD SHX Text 6/4/2025

AutoCAD SHX Text AD1.1 Demolition Plans & Elevations.dwg

AutoCAD SHX Text

AutoCAD SHX Text 22'-6"

AutoCAD SHX Text 20'-1"

AutoCAD SHX Text

REMOVE PAINTED DECORATIVE WD RAILING

AutoCAD SHX Text

EXISTING CONCRETE STEPS TO REMAIN

AutoCAD SHX Text

CONCRETE SLAB

AutoCAD SHX Text

DN 4 R

AutoCAD SHX Text

DN 4 R

AutoCAD SHX Text

DN 4 R

AutoCAD SHX Text

CONCRETE STEPS TO BE REMOVED

AutoCAD SHX Text

PREP CRACK FOR REPAIR

AutoCAD SHX Text

TERMINATE STEPS 1'-0" FROM PROPOSED RAMP

AutoCAD SHX Text

LINE OF PROPOSED RAMP

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

REMOVE AND REPLACE DAMAGED VENT AND TRIM

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 8'-0" V.I.F.

AutoCAD SHX Text

REMOVE PAINTED DECORATIVE WD RAILING

AutoCAD SHX Text

REMOVE AND REPLACE DAMAGED VENT AND TRIM

AutoCAD SHX Text

REMOVE PAINTED DECORATIVE WD RAILING

AutoCAD SHX Text

CLEAN, SCRAPE, AND SAND, PREP FOR NEW PAINT

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text

CLEAN AND SCRAPE EXISTING WEATHER VANE, PREP FOR NEW PAINT

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text 8"

AutoCAD SHX Text

EXISTING ASPHALT SHINGLE ROOFING

AutoCAD SHX Text

REMOVE CONCRETE SIDEWALK AS REQUIRED FOR NEW FOOTINGS

AutoCAD SHX Text

REMOVE PAINTED DECORATIVE WD RAILING

AutoCAD SHX Text

REMOVE PAINTED DECORATIVE WD RAILING

AutoCAD SHX Text

4"X6" PAINTED WD BEAM

AutoCAD SHX Text

6" TONGUE AND GROOVE PAINTED WOOD ROOF SHEATHING

AutoCAD SHX Text

PAINTED METAL SPIDER BRACKET

AutoCAD SHX Text

REMOVE EXISTING LIGHT, PREP AREA FOR NEW FIXTURE

AutoCAD SHX Text

EXISTING WALL TO REMAIN

AutoCAD SHX Text

WALL TO BE REMOVED

AutoCAD SHX Text IT IS THE INTENT THAT THE ENTIRE SPACE IS TO BE CLEARED OF ALL PARTITIONS, FIXTURES, FINISHES, AND SIGNAGE (UNLESS OTHERWISE NOTED IN THE DEMOLITION PLAN NOTES). THE REMAINING SPACE SHOULD CONSIST OF EXISTING DEMISING WALLS, STRIPPED COLUMNS, EXISTING CONCRETE FLOOR EXISTING LANDLORD BULKHEAD AT STOREFRONT AND EXPOSED UNDERSIDE OF STRUCTURE (UNLESS OTHERWISE NOTED). COORDINATE WITH ENGINEERS DRAWINGS FOR EXISTING EQUIPMENT AND FIXTURES TO REMAIN. CONDUCT WORK, OPERATION IN COMPLIANCE WITH LAWS, CODE, ORDINANCES, AND RESTRICTIONS OF PUBLIC AUTHORITIES AS REQUIRED TO ENSURE SAFETY OF PERSONS & TO PREVENT DAMAGE TO EXISTING STRUCTURE & UTILITIES; CONSTRUCTION IN PROGRESS & OTHER PROPERTIES. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO START OF DEMOLITION. EXISTING SPRINKLER LINES TO REMAIN UNLESS NOTED OTHERWISE PREVENT MOVEMENT OR SETTLEMENT OFF STRUCTURE(S). PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. CEASE OPERATIONS AND NOTIFY THE LANDLORD IMMEDIATELY IF SAFETY OR STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. ARRANGE FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF ALL UTILITIES AFFECTED BY THE DEMOLITION WORK NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANAGER IN ADVANCE PRIOR TO THIS WORK. ALL SERVICES DISCONNECTED TO BE COORDINATED WITH OWNERS REPRESENTATIVE CONTACT: PROVIDE & MAINTAIN TEMPORARY LIGHTING & POWER AS REQUIRED FOR THE DEMOLITION & CONSTRUCTION PHASES AS INDICATED ON ENGINEERING PLAN PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. CONCRETE: PATCH & REPAIR: NON-SHRINK, FAST SETTING, TROWELLABLE, UNDERLAYMENT, "ARDEX K-55" OR FLOORSTONE BY TAMUS INDUSTRIES" OR "RESURFACE BY DAYTON SUPERIOR." CONCRETE FILL TO BE SELF-LEVELING LEVEL1 BY DAYTON SUPERIOR OR ARDEX 15 BY ARDEX PRODUCTS CEMENT BINDER TO MEET ASTM C150 COMPRESSIVE STRENGTH OF 4100 PSI @ 28 DAYS SEE SPECIFICATIONS FOR FURTHER INFORMATION, AGGREGATE: SHALL BE WELL WASHED GRAVEL TO IN DIA 18 TO IN DIA 14 IN DIA CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL MEANS OF EGRESS AND ALL FIRE PROTECTION FEATURES FOR PORTIONS OF THE BUILDING THAT REMAIN OCCUPIED DURING CONSTRUCTION. COORDINATE SCOPE AND EXTENT OF DEMOLITION WORK WITH NEW WORK PLANS AND DETAILS. REFER TO MECHANICAL ELECTRICAL DOCUMENTS FOR ADDITIONAL INFORMATION. THE LANDLORD RESERVES THE RIGHT TO SAVE ANY ITEMS, GENERAL CONTRACTOR TO IDENTIFY ITEMS TO OWNER TO BE SAVED. ALL OBJECTS INDICATION WITH SOLID LINE TO REMAIN. ALL HAZARDOUS WASTE MUST BE HANDLED AS PER FEDERAL, STATE AND LOCAL REGULATIONS. CUTTING, PATCHING, REPAIRING & OTHER ALTERATION WORK PERFORMED TO RESTORE SURFACES COMPLY WITH GENERAL CONDITIONS & REQUIREMENTS. MATCH EXISTING EXPOSED SURFACE MATERIALS IN FINISH, COLOR, TEXTURE WHERE REQUIRED TO PATCH OR EXTEND EXISTING CONSTRUCTION. ALL DEMOLITION TO FOLLOW ANSI A10.6 - SEE SPECIFICATIONS FOR FURTHER INFORMATION. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING THAT REQUIRED FOR PROTECTION OF EXISTING STRUCTURAL MEMBERS, PHASE DEMO IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. PERFORM DEMOLITION IF ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. DEMOLISH WITHOUT EXCESSIVE NOISE OR FUMES, SO AS NOT TO DISRUPT BUSINESS OF ADJACENT TENANTS. PROTECT EXISTING UTILITIES AND SERVICES WITHIN AND ADJACENT TO THESE AREAS FROM DEMOLITION. IF UTILITIES OR SERVICES ARE UNCOVERED THAT ARE NOT INDICATED ON DRAWING ADVISE ARCHITECT, AND DO NOT WORK IN IMMEDIATE AREA UNTIL INDICATED BY ARCHITECT. REMOVE ALL UNUSED ELECTRICAL AND MECHANICAL EQUIPMENT U.N.O. COORDINATE WITH ELECTRICAL, MECHANICAL AND GENERAL CONTRACTOR. ALL FINISHES TO BE REMOVED UNLESS NOTED OTHERWISE.

EXISTING 12"X12" CMU PIERS TO REMAIN

A U

B U

R N

R D

A U

B U

R N

L S

T :2

W W

D E

S I

G N

H A

U S

O M

D E

N H

A U

S .C

O M

C H

R E

ISSUANCE DATE

NOT FOR CONSTRUCTIO

Ga zeb o F loo r P lan s

Ce nte nn ial

Pa rk

Ga zeb o

25047

O xf or d, M I 4

C en te nn ia l P ar k

A1.1

Design Review

Bid Set

25.05.07

25.06.04

----NORTH

SCALE: 1/4" = 1'2

Proposed Gazebo Ramp Plan

NORTH

SCALE: 1/4" = 1'1

Ramp Foundation Plan

ELEV.

Gazebo Finish Floor

100'-0" ELEV.

Existing Sidewalk

98'-0"

99'-6"

ELEV.

Landing

100'-0"

Landing

NORTH

SCALE: 1/4" = 1'3

Gazebo Reflected Ceiling Plan

NORTH

SCALE: 1/4" = 1'4

Gazebo Roof Plan

SCALE: 3/4" = 1'5

Section at Ramp

A1.1

GAZEBO

A3.1

ELEV.

Gazebo Finish Floor

100'-0"

A1.1

SCALE: 3/4" = 1'6

Section at Landing

A1.1

GAZEBO

ELEV.

Gazebo Finish Floor

100'-0" ELEV. 100'-0"

Landing

AutoCAD SHX Text Designhaus

AutoCAD SHX Text 6/4/2025

AutoCAD SHX Text A1.1 Gazebo Floor Plans.dwg

AutoCAD SHX Text

AutoCAD SHX Text 5'-7 "18"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 5'-5 "34"

AutoCAD SHX Text

NEW PVC DECORATIVE RAILING @ 36" A.F.F.

AutoCAD SHX Text

DN 6"

AutoCAD SHX Text

DN 18"

AutoCAD SHX Text

NEW HANDRAIL @ 36" A.F.F.

AutoCAD SHX Text

NEW CONC. LOW WALL T.O. WALL @. GAZEBO FLOOR

AutoCAD SHX Text

PATCH & REPAIR CRACK IN EXISTING CONC. STAIR

AutoCAD SHX Text

PREP & PAINT EXISTING 4"X6" WD BEAMS

AutoCAD SHX Text

PREP & PAINT EXISTING 6" TONGUE AND GROOVE WOOD ROOF DECKING

AutoCAD SHX Text

PREP & PAINT EXISTING METAL SPIDER BRACKET

AutoCAD SHX Text NEW CEILING MOUNTED LIGHT FIXTURE: VISUAL COMFORT & CO. BOXIE LARGE LED OUTDOOR FLUSH MOUNT 9" FIXTURE BRONZE FINISH

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text 8"

AutoCAD SHX Text

EXISTING ASPHALT SHINGLE ROOFING

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

3'-6" MINIMUM

AutoCAD SHX Text 8"

AutoCAD SHX Text

RAILING POST IN SLAB AND ANCHORED IN CMU

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

CONCRETE RAMP / 4" CONC. SLAB WITH WWM ON MTL DECK

AutoCAD SHX Text

BRICK TO MATCH EXISTING BUILDING 1" AIR GAP 8" CMU

AutoCAD SHX Text

GRADE OR SLAB

AutoCAD SHX Text

16" WIDE TRENCH FOOTING WITH (2) #5 CONTINUOUS HORIZONTAL BARS TOP AND BOTTOM

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

LANDING

AutoCAD SHX Text 6'-3 "18"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 6'-0 "18"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 5'-8"

AutoCAD SHX Text

RAMP BELOW

AutoCAD SHX Text

GALV. MTL. DECK

AutoCAD SHX Text

#4 REBAR DRILLED & EPOXIED INTO EXISTING FOOTING @ 24" O.C. TOP AND BOTTOM

AutoCAD SHX Text

#4 BAR @ 24" O.C. BENT INTO SLAB

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 10'-0 "12"

AutoCAD SHX Text 3'-6 "12"

AutoCAD SHX Text A

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 23'-5 "34"

AutoCAD SHX Text 2'-10 "58"

AutoCAD SHX Text 14'-5 "34"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

3'-6" MINIMUM

AutoCAD SHX Text 8"

AutoCAD SHX Text

RAILING POST IN SLAB AND ANCHORED IN CMU

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

CONCRETE RAMP / 4" CONC. SLAB WITH WWM ON MTL DECK

AutoCAD SHX Text

BRICK TO MATCH EXISTING BUILDING 1" AIR GAP 8" CMU

AutoCAD SHX Text

GRADE OR SLAB

AutoCAD SHX Text

16" WIDE TRENCH FOOTING WITH (2) #5 CONTINUOUS HORIZONTAL BARS TOP AND BOTTOM

AutoCAD SHX Text

GALV. MTL. DECK

AutoCAD SHX Text

#4 REBAR DRILLED & EPOXIED INTO EXISTING FOOTING @ 24" O.C. TOP AND BOTTOM

AutoCAD SHX Text

#4 BAR @ 24" O.C. BENT INTO SLAB

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

#4 REBAR DRILLED & EPOXIED INTO EXISTING SLAB

EXISTING GAZEBO FOUNDATION & FOOTINGS

A U

B U

R N

R D

A U

B U

R N

L S

T :2

W W

D E

S I

G N

H A

U S

O M

D E

N H

A U

S .C

O M

C H

R E

ISSUANCE DATE

NOT FOR CONSTRUCTIO

Ga zeb o E lev ati on s

Ce nte nn ial

Pa rk

Ga zeb o

25047

O xf or d, M I 4

C en te nn ia l P ar k

A3.1

Design Review

Bid Set

25.05.07

25.06.04

SCALE: 1/4" = 1'1

Proposed West Elevation

SCALE: 1/4" = 1'2

Proposed East Elevation

ELEV.

Existing Sidewalk

98'-0"

ELEV.

Gazebo Finish Floor

100'-0"

ELEV.

Existing Sidewalk

98'-0"

ELEV.

Gazebo Finish Floor

100'-0"

ELEV.

Landing

99'-6"

A1.1

SCALE: 3" = 1'4

Enlarged Railing Elevation

SCALE: 1' = 1'7

Railing Baluster Detail

A3.1

SCALE: 1' = 1'6

Railing Knewel Detail

SCALE: 3" = 1'5

Railing Section

A3.1

SCALE: 1" = 1'3

End Roof Detail

A3.1

AutoCAD SHX Text Designhaus

AutoCAD SHX Text 6/4/2025

AutoCAD SHX Text A3.1 Gazebo Elevations.dwg

AutoCAD SHX Text

PREP & PAINT EXISTING TRIM

AutoCAD SHX Text

PVC VENT WITH 1X6 PVC TRIM

AutoCAD SHX Text

NEW PVC RAILING, MATCH EXISTING WOOD DECORATIVE RAILING

AutoCAD SHX Text

NEW CONCRETE RAMP

AutoCAD SHX Text

BRICK TO MATCH EXISTING

AutoCAD SHX Text

CONCRETE TRENCH FOOTING

AutoCAD SHX Text

PREP & PAINT EXISTING TRIM

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 8'-0" V.I.F.

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text 8'-0" V.I.F.

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text

RAMP IN BACK

AutoCAD SHX Text

NEW PVC RAILING, MATCH EXISTING WOOD DECORATIVE RAILING

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 2'-9 "12"

AutoCAD SHX Text 3'-0 "18"

AutoCAD SHX Text 6'-11"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text

REPAIR END TONGUE AND GROOVE BOARDS THAT ARE DAMAGED

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 5"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 5"

AutoCAD SHX Text 12"

AutoCAD SHX Text

INTEX 6" PVC CHAMFERED KNEWEL

AutoCAD SHX Text 1 "78"

AutoCAD SHX Text 2'-5 "34"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 2 "78"

AutoCAD SHX Text 3'-3 "34"

AutoCAD SHX Text

PAINT EXISTING WEATHER VANE

AutoCAD SHX Text

EXISTING ROOF SHINGLES

AutoCAD SHX Text REPAIR/REPLACE END TONGUE AND GROOVE BOARDS THAT ARE DAMAGED REPLACE WITH 1XPVC TRIM

AutoCAD SHX Text

PREP & PAINT EXISTING 4X6 WOOD BEAM

AutoCAD SHX Text 1 "18"

AutoCAD SHX Text 6 "34"

AutoCAD SHX Text

INTEX PVC 1 " 12" CHAMFERED BALUSTER

AutoCAD SHX Text 3 "78"

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text 3 "78"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 4"

AutoCAD SHX Text

5 "MAX14"MAX

AutoCAD SHX Text 4 "34"

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text 4"

AutoCAD SHX Text 9"

AutoCAD SHX Text

INTEX 1-1/2 " PVC CHAMFERED BALUSTER

AutoCAD SHX Text

INTEX 6" PVC CHAMFERED KNEWEL

AutoCAD SHX Text

INTEX PVC RAIL SYSTEM

AutoCAD SHX Text

INTEX PVC RAIL SYSTEM

AutoCAD SHX Text 6"

AutoCAD SHX Text

TUCK POINT EXIST. BRICK

AutoCAD SHX Text

PVC VENT WITH 1X6 PVC TRIM

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 2 "78"

AutoCAD SHX Text 1 "78"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3 "12"

2 "78"

G1.1 Title Sheet & Index-G1.1 Title Sheet & Index

Sheets and Views

G1.1 Title Sheet & Index

x-site

x-site(2)

AD1.1 Demolition Plans & Elevations-AD1.1 Demolition Plans & Elevations

Sheets and Views

AD1.1 Demolition Plans & Elevations

x-ebp1

Existing Elev

Existing Elev(2)

x-ebp1(2)

x-ebp1(3)

A1.1 Gazebo Floor Plans-A1.1 Gazebo Floor Plans

Sheets and Views

A1.1 Gazebo Floor Plans

x-abp1

Plans

Plans(2)

Plans(3)

Details

Details(2)

A3.1 Gazebo Elevations-A3.1 Gazebo Elevations

Sheets and Views

A3.1 Gazebo Elevations

Proposed Elevations

Proposed Elevations(2)

x-elev

Details

Details(2)

Details(3)

Details(4)

File details come from the government source that posted it. Updated Jul 1, 2025.