25.07.18_Centenial Park Gazebo Phase 2_Bid Set.pdf

PDF 2 MB Posted Aug 4, 2025

Attached to: Centennial Park gazebo refurbishment
Solicitation number: DDA2025-3
Issued by: Calhoun County, Michigan

About this file

Written by GovTribe AI · Aug 7, 2025

The document is a set of architectural design plans for the Centennial Park Gazebo project located in Oxford, Michigan, prepared by DesignHaus Architecture for the Oxford Downtown Development Authority. The project involves renovating an existing gazebo in Phase 2, which includes demolition of existing elements and construction of a new hexagonal gazebo with a ramp and landing. The design documents include detailed plans for floor layouts, elevations, roof plans, foundation details, and demolition specifications. The project is designed to be compliant with Michigan Construction Codes and will involve modifications to the existing structure's railing and trim.

The design plans are dated with multiple review stages from May to July 2025, indicating an iterative design process. The project contact is Kimberly Smith from the Village of Oxford, and the registered design professional is Peter Stuhlreyer from DesignHaus Architecture. The plans show a hexagonal gazebo structure with a central cupola, surrounding ramp and landing for accessibility, and are drawn at various scales to provide comprehensive construction details. The project appears to be a public infrastructure improvement aimed at enhancing the Centennial Park's community space, with careful attention to architectural design and accessibility standards.

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Other files

File	Type	Posted
25.07.18_Centenial Park Gazebo Phase 1_Bid Set.pdf	PDF	Aug 4, 2025
25.07.29_Centenial Park Gazebo Renovation _BID FORM.pdf	PDF	Aug 4, 2025
25.07.30_Centenial Park Gazebo Renovation_REQUEST FOR SEALED BID LETTER.pdf	PDF	Aug 4, 2025
25.07.29_Centenial Park Gazebo Renovation_REQUEST FOR SEALED BID LETTER.pdf	PDF	Aug 4, 2025
25.07.30_Centenial Park Gasebo Renovation _SEALED BID FORM.pdf	PDF	Aug 4, 2025

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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 P ha se

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

25.07.18

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

/ 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

/ 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

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

RENOVATION OF EXISTING RAILING AND TRIM.

2021 MICHIGAN REHAB CODEREHAB

G1.1

GAZEBO

NORTH

SCALE: #######3

Phase Plan

Phase 2

Centennial Park Gazebo Centennial Park

Oxford, MI 48371

S WASHINGTON ST

AutoCAD SHX Text Grace Munn

AutoCAD SHX Text 7/18/2025

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

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LAWN

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LAWN

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EXISTING PARKING

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EXISTING SIDEWALK

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EXISTING SIDEWALK

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PHASE 1: REHABILITATION OF EXISTING GAZEBO

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PHASE 2: NEW ACCESSIBLE CONCRETE RAMP AND SIDEWALK

A U

B U

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ISSUANCE DATE

NOT FOR CONSTRUCTIO

Re fer en ce Da ta

Ce nte nn ial

Pa rk

Ga zeb o P

25047

O xf or d, M I 4

C en te nn ia l P ar k

G3.1

Design Review

Bid Set

Revised

25.05.07

25.06.04

25.07.18

ABBREVIATIONS SYMBOL LEGEND GRAPHICS LEGEND GENERAL NOTES

brick pavers porcelain tile concrete stud wall hardwood floor earth cmu brick sand gravel open chase blocking batt insulation rigid insulation finished wood glass intermittent supply open chase return cultured stone fire rated plywood gypsum board granite & marble stone veneer steel blown-in & amount of hours

STAIR DIRECTION NOTIFICATION

DN 7" R

NORTH INDICATION

REVISION NOTIFICATION

COLUMN INDICATION

WALL TYPE NOTIFICATION

DRAWING DIMENSION LINE INDICATION

ELEVATION INDICATION

ELEVATION IDENTIFICATION

DETAIL LOCATION INDICATION

ENLARGED DETAIL/SECTION LOCATION IDENTIFICATION

SECTION IDENTIFICATION

DOOR INDICATION

INTERIOR ELEVATION INDICATION

SECTION LOCATION INDICATION

WALL INDICATION

DETAIL

SCALE: 1"=1'-0"

A500

SECTION

SCALE: 34"=1'-0"

A300

ELEVATION

SCALE: 14"=1'-0"

A200

2 4

TRUE

NORTH

A P

P details and sections plan and elevation

APPLICABLE CODES ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES,

REGULATIONS AND LANDLORD'S REQUIREMENTS

SCALED DRAWINGS DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND JOB CONDITIONS

DISCREPANCIES SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT, OR WHERE THERE APPEARS TO BE AN ERROR ON THE DRAWINGS OR A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED AS SOON AS POSSIBLE. IF THE CONTRACTOR

PROCEEDS WITH THE WORK SO AFFECTED WITHOUT INSTRUCTION FROM THE ARCHITECT, THE

CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECTS. THIS INCLUDES ERRORS IN THE SPECIFICATIONS AND NOTATIONAL ERRORS ON THE DRAWINGS WHERE DOUBTFUL OF INTERPRETATION.

DETAILS IN THE CASE WHERE TWO OR MORE DETAILS APPLYING TO THE SAME PART OF THE WORK ARE IN CONFLICT, THE MOST RESTRICTIVE SHALL GOVERN UNLESS CLARIFIED OR OTHERWISE APPROVED BY THE ARCHITECT.

EXISTING CONDITIONS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL CAREFULLY EXAMINE THE CONDITIONS AFFECTING HIS WORK BEFORE PROCEEDING, AND SHALL REPORT TO THE ARCHITECT ANY CONDITION WHICH WOULD PREVENT THE PROPER AND LEGAL COMPLETION OF HIS WORK. NOT REPORTING ANY SUCH UNSUITABLE

CONDITION WILL CONSTITUTE ACCEPTANCE OF ALL CONDITIONS BY THE CONTRACTOR AND/OR

SUBCONTRACTOR.

SHOP DRAWINGS APPROVAL OF SHOP DRAWINGS MEANS APPROVAL OF THE GENERAL METHOD OF FABRICATION ONLY.

DIMENSIONS AND QUANTITIES MAY NOT BE CHECKED, AND APPROVAL OF SHOP DRAWINGS DOES NOT

RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND

SPECIFICATIONS UNLESS SPECIFICALLY INDICATED IN THE APPROVAL.

SPECIFICATIONS IF SPECIFICATIONS ARE PROVIDED, SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. WHERE

DRAWINGS AND SPECIFICATIONS CONFLICT, THE MOST RESTRICTIVE SHALL APPLY.

FIRE EXTINGUISHERS PROVIDE 2A, 10BC MINIMUM RATED FIRE EXTINGUISHER TO BE LOCATED WITHIN 75 FEET OF TRAVEL

DISTANCE FROM ALL AREAS. PROVIDE ONE EXTINGUISHER FOR EACH 75 FEET OF TRAVEL.

FIRE SPRINKLERS PLANS OF SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE DEPARTMENT PRIOR TO

INSTALLATION OF SYSTEM.

FIRE PROTECTION EQUIPMENT PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, ETC. MUST BE SUBMITTED TO, AND APPROVED BY, THE FIRE PREVENTION BUREAU BEFORE

THE EQUIPMENT IS INSTALLED.

DOOR SIGN "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" SIGN, WITH MINIMUM ONE (1) INCH HIGH LETTERS SHALL BE PROVIDED ADJACENT TO FRONT EXIT DOOR. PROVIDE INDICATING TYPE LOCKS ON

DOORS.

HAZARDOUS MATERIALS NO HAZARDOUS MATERIALS, LIQUIDS OR CHEMICALS SHALL BE STORED OR USED WITHIN THE SUBJECT BUILDING AS TO REQUIRE A HAZARDOUS CLASSIFICATION PER APPLICABLE UNIFORM BUILDING CODE.

PARTITIONS ALL INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECTED BUT NOT LESS THAN A FORCE OF 5 POUNDS PER SQUARE FOOT APPLIED

PERPENDICULAR TO WALLS.

EXIT DOORS ALL EXITS SHALL BE OPENED FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL

KNOWLEDGE OR EFFORT.

MEP DOCUMENTS LIGHT, VENTILATION AND SANITATION SHALL COMPLY WITH SECTIONS OF APPLICABLE BUILDING CODES.

DOORS DOORS SHALL HAVE A CLEAR OPENING OF NO LESS THAN 32" WHEN OPEN AND BE OPERABLE BY A SINGLE

EFFORT.

FLOOR LEVEL THE FLOOR INSIDE OR OUTSIDE OF A DOORWAY SHALL BE LEVEL FOR A DISTANCE OF 5'-0" FROM THE DOOR, IN THE DIRECTION OF THE DOOR SWING, AND SHALL EXTEND 18" BEYOND THE LATCH SIDE FOR THE INTERIOR

DOORS AND 24" BEYOND THE LATCH SIDE FOR EXTERIOR DOORS.

SWITCHES & CONTROLS SWITCHES AND CONTROLS FOR LIGHTS, VENTILATION, FIRE ALARMS, ETC. MUST BE PLACED NO MORE THAN

48" FROM THE FLOOR.

CLEARANCE A 7'-0" MINIMUM VERTICAL CLEARANCE IN REQUIRED FROM THE FLOOR TO CEILINGS OR PROTRUDING WALL

FIXTURES.

FIRE STOPPING PROVIDE FIRE STOPPING AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL

SPACES.

DRAFT STOPS DRAFT STOPS MUST BE INSTALLED SO THAT THE LONGEST HORIZONTAL DIMENSION DOES

NOT EXCEED 100 FEET.

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AutoCAD SHX Text G3.1 Reference Data.dwg

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NUMBER OF TREADS (OR RISERS) & HEIGHT(RISER) OR WIDTH (TREAD) OF STAIRS IN RUN

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STAIR DIRECTION TO FLOOR ABOVE(UP) OR BELOW(DN)

AutoCAD SHX Text NOTE: DO NOT SCALE DRAWINGS WITHOUT GRAPHIC SCALES WITH PROPORTIONS OTHER THAN 1:1

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BULLETIN NUMBER

AutoCAD SHX Text ASSUMED NORTH IF NOT TRUE NORTH OR PLAN NORTH WHERE TRUE NORTH IS INDICATED BY ARROW NOTATION

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WALL CONSTRUCTION TYPE NUMBER AS LISTED IN WALL TYPE LEGEND

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COLUMN IDENTIFICATION LETTER OR NUMBER FOR NEW CONSTRUCTION

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(CURRENT REVISIONS SHALL BE SHOWN ENCIRCLED BY A FREEFORM LINE)

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DESCRIPTION ORIGINATES AT WALL SURFACE DESIGNATED

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ELEVATION IDENTIFICATION NUMBER (SAME NUMBER ON SHEET WHERE DRAWN OR REFERENCED)

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ELEVATION IDENTIFICATION NUMBER (SAME NUMBER ON SHEET WHERE DRAWN OR REFERENCED)

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SHEET IDENTIFICATION NUMBER (INDICATES SHEET NUMBER WHERE ELEVATION IS DRAWN)

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INDICATES DIRECTION OF VIEW

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NEW WALL

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SHEET IDENTIFICATION NUMBER (INDICATES SHEET NUMBER WHERE SECTION IS DRAWN)

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SECTION IDENTIFICATION NUMBER

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SECTION IDENTIFICATION NUMBER (SAME NUMBER ON SHEET WHERE DRAWN OR REFERENCED)

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DETAIL IDENTIFICATION NUMBER

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SHEET IDENTIFICATION NUMBER (INDICATES SHEET NUMBER WHERE DETAIL IS DRAWN)

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ADDENDUM NUMBER

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DOOR JAMB 4" OFF FACE OF WALL TYP U.N.O

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ELEVATION IDENTIFICATION NUMBER (SAME NUMBER ON SHEET WHERE DRAWN OR REFERENCED)

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SHEET IDENTIFICATION NUMBER (INDICATES SHEET NUMBER WHERE ELEVATION IS DRAWN)

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EXISTING WALL

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WALL TO BE REMOVED

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DOOR TO BE REMOVED

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EXISTING DOOR TO REMAIN

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INDICATES DIRECTION OF VIEW

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SINGLE VIEW

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TWO VIEWS

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THREE VIEWS

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FOUR VIEWS

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DOOR NUMBER

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VESTIBULE

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VEST

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POUNDS PER LINERAL FOOT

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PLF

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STORM DRAIN

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MEZZ

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MEZZANINE

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FEC

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FIRE EXTINGUISHER CABINET

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STRUCT

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STRUCTURAL

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STREET

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SUPP

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SUPPLY AIR

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SUPPORTS

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MIR

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MIRROR

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MISC

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MISCELLANEOUS

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MIN

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MILLIMETER(S)

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MINIMUM

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MULL

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MTD

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MOUNT(ED), (ING)

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MULLION

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FIELD

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FHS

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FLD

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FIRE HOSE STATION

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FLOOR DRAIN

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FOOTING

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FLOURESCENT

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FTG

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FLUOR

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FRESH AIR

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FAR SIDE

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FURR(ED), (ING)

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FURR

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FVC

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FIRE VALVE CABINET

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FOUNDATION

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FDN

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FLOOR(ING)

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FIRE PROOFING

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FPR

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ROOF SUMP

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LIGHTING

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LTG

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DISHWASHER

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SOUND TRANSMISSION CLASS

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SANITARY NAPKIN DISPENSER

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SPEC(S)

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SPECIFICATION'S)

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STN

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STOR

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STA

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STL

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STD

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STAG

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SST

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STONE

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STORAGE

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STAGGERED

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SQUARE FOOT

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SQUARE CENTIMETER

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STAINLESS STEEL

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SQUARE

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STANDARD

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STEEL

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STATION

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SND

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SIM

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SPC

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SPK

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STC

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SNWR

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SHT

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SECT

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SCH

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SOIL BORING

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SPACER, SPACING

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SIMILAR

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SPEAKER

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SINK

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SANITARY NAPKIN WASTE

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SEALER

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SHEET

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SECTION

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SCHEDULE

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SAN

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SANITARY

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ROOFING

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RFG

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RUBBER

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RUB

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ROUGH OPENING

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ROOM

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MAG

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MAR THR

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MFR

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MAR

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MECH

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MAX

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MED

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MBR

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MET

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MAT

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MAS

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MAGNETIC

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MECHANICAL

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MEDICINE CABINET

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MAXIMUM

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MEDIUM

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METAL

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MEMBER

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MASONRY

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MATERIAL(S)

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MARBLE THRESHOLD

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MASONRY OPENING

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MARKER BOARD

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MANUFACTRUE(R)

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MANHOLE

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MARBLE

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METAL LATH

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METAL DIVIDER STRIP

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LINEAR, LINEAL

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LIVE LOAD

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LIN

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LONG LEG HORIZONTAL

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LLH

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LONG LEG OUTSTANDING

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LLO

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LOW POINT

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LOW VOLTAGE

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LOCATE/LOCATION

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LOC

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LONG LEG VERTICAL

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LLV

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LONG LEGS BACK TO BACK

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LLBB

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LONG

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FACTORY FINISH

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FOC

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FACT

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FACE OF CONCRETE

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FINISH(ED)

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FEET/FOOT

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FIN

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FIRE EXTINGUISHER

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EXPOSED CONSTRUCTION

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EXPANSION BOLT

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EXPANSION JOINT

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CONST

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EXP

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EXT

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EXTERIOR

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EQUIP

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ESC

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EXH

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ENC

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EMER

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ELEVATION

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ENCLOS(E), (URE)

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EXHAUST

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EQUAL

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EQUIPMENT

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ESCALATOR

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ELEC

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ELECTRIC(AL)

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DRINKING FOUNTAIN

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DWG

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DRAIN TILE

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DOWN

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DRAWING

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DOOR OPENING

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WWF

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WHYD

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WWM

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VCT

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VWC

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VIN

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VRS

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RECESS(ED)

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RECEIVING

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RESILIENT

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REQUIRED

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REINFORCE(D), (ING)

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REFLECT(ED), (IVE), (OR)

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RETURN AIR

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RESILIENT TILE

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REFRIGERATOR

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REFERENCE

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RAD

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REC

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RECVG

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REINF

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REG

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RESIL

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REQD

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REFR

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REFL

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REF

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RISER

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ROAD

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RIGHT OF WAY

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RIGHT HAND

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ROW

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REVISION(S), REVISED

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REV

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RADIUS, RADIATOR, RADIATION

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QTR

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QUARTER

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POUNDS PER SQUARE FOOT

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PSF

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PROPERTY LINE

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PREFABRICATE(D)

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PRE-FAB

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PRECAST CONCRETE

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LAMINATE(D)

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LEAD COATED COPPER

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LAVATORY

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LEFT HAND

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LABORATORY

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LAM

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LAV

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LCC

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LAB

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LENGTH

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KVA

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KIT

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KNOCKOUT

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KITCHEN

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KILOVOLT

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KILOGRAM PER METER

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KILOGRAMS

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DIAGONAL

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DIFF

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DIAMETER

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DIMENSION

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DIFFUSER

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DET

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DPR

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DAMPER

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CLR

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CLEAR(ANCE)

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CLOS

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CHK

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CLEAN OUT

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CLOSET

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COAT HOOK

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CONST JT

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CONSTRUCTION JOINT

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CONTINUOUS OR CONTINUE

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CORRUGATED OR CORRIDOR

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CYL

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CYLINDER

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CONT

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CORR

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CTR

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CTSK

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CONTR

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CUBIC FOOT

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CUBIC YARD

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CONTRACT(OR)

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CONCRETE MASONRY UNIT

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COMPRESS(ED),(ION),(IBLE)

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COMB

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CONST

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CONC

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CMU

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CONN

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CNCLD

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COMP

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CONSTRUCTION

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CONCRETE

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CONNECTION

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CONCEALED

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COMBINATION

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COL

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COLUMN

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COLD WATER

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CHECKERED PLATE

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CER

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CHDK PL

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CERAMIC

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CERAMIC TILE

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YARD

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WATER MAIN

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WATER CLOSET

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WATER HEATER

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WEIGHT

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WATERSTOP

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WALL HYDRANT

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WELDED WIRE FABRIC

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WATER RESISTANT

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WATERPROOFING

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WITHOUT

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WOOD

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WITH

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WIDTH, WIDE, WEST

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WELDED WIRE MESH

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VINYL COMPOSITION TILE

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VINYL WALL COVERING

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VINYL

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VINYL RESILIANT STRIP

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TEMPERATURE, TEMPERED

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TEMP

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ARCH

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ARCHITECT(URAL)

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VAR

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VERT

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UNO

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THK

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THR

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TLT

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THRU

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AutoCAD SHX Text T&B

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TOL

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TPH

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TWC

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TOS

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TYP

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TRAN

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TOC

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THERM

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TERR

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POINT

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POLISHED

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POL

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POUND(S)

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POUNDS PER FOOT

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POUNDS PER CUBIC FOOT

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PCF

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PPF

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POLYVINYL CHLORIDE

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PVC

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IN(")

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INTERM

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ICA

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INSL

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INT

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INV

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INFO

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INCL

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INSIDE DIMENSION

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INTEGRAL COLOR ANODIZED

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INSULATE(D), (ION)

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INTERIOR/INTERNAL

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INTERMEDIATE

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INVERT

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INFORMATION

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INCLUDE(D), (ING)

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INCH(ES)

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IRR

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IRRIGATION

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HEIGHT

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HEATING

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HARDWARE

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HARDWOOD

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HEATING/VENTILATION/

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HEATING & VENTILATING

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HOLLOW METAL

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HOT WATER HEATER

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HOT WATER

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HORIZONTAL

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HOSE BIBB

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HIGH STRENGTH

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HOLLOW CORE

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HIGH POINT

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HARDBOARD

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HOUR

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HWH

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HORIZ

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HTG

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HVAC

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HDWE

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HWD

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HDBD

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HANDICAP(PED)

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HDCP

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CENTER TO CENTER

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CIP

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CEM

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C TO C

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CLG

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CAST-IN-PLACE

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CEMENT

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CEILING

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CATCH BASIN

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CAST IRON

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CAB

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CPT

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CABINET

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CARPET(ED)

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CENTIMETER(S)

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BLDG

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BUILDING

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BUILDING LINE

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BENCH MARK OR BEAM

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BRG

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BEARING

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BIT

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BLKG

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BETW

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BITUMINOUS

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BOTTOM OF

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BLOCKING

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BOARD

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BOTH SIDES

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BETWEEN

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BASE OR BERING PLATE OR

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BARRIER FREE

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ASPHALT

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AUTOMATIC

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ASPH

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AUTO

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VAPOR BARRIER

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VARNISH

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VERTICAL

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VALVE

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UNIT HEATER

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URINAL

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UNLESS NOTED OTHERWISE

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THICK(NESS)

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THRESHOLD

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TOILET

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TOLERANCE

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TOP ELEVATION

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TOP & BOTTOM

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TREAD

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TYPICAL

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TRANSFORMER

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TOP OF STEEL

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TOP OF CURB

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THROUGH/THOUGHOUT

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TONGUE AND GROOVE

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TOWEL & WASTE CABINET

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TOP OF CONCRETE

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TOILET PAPER HOLDER

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THERMOSTAT

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TERRAZZO

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SUSP

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SWBD

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SYM

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SWGR

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NATURAL

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NOMINAL

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NEGATIVE

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NATURAL COLOR

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NOISE REDUCTION

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NUMBER

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NOT IN CONTRACT

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NOT APPLICABLE

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NORTH

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NCA

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NAT

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NOM

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NRC

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NEG

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NO (#)

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NIC

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GYP L

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GYP

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GRD

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ACOUSTICAL

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AGGREGATE

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ADJACENT

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ANODIZED

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ANCHOR BOLT

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ALUMINUM

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ADJ

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ALT

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AGG

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ANOD

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ANCH

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AL,ALUM

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ADD

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AIR CONDITIONING

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ADDENDUM OR ADDITIONAL

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ALTERNATE OR ALTERNATIVE

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ANCHOR, ANCHORAGE

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GYPSUM

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GYPSUM LATH

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GYPSUM PLASTER

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GRADE, GRADING

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GLASS, GLAZING

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GROUND

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SWITCH

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SUSPENDED

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SWITCHGEAR

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SWITCHBOARD

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SYMMETRY(ICAL)

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AIR CONDITIONING

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CENTIMETER

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ANODIZED

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COEFFICIENT

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RECEPTACLE

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GALV

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GAL

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GALVANIZED

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GAGE, GAUGE

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GALLON

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OPP HD

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ORIG

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OPG

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OPP

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OUTSIDE AIR

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OUTSIDE DIAMETER

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OVERHEAD

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OPPOSITE HAND

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ON CENTER(S)

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ORIGINAL

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OUTSIDE

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OUNCE

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OPPOSITE

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OPENING

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OFF

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OFFICE

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PARKING

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PAPER TOWEL DISPENSER &

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PAPER TOWEL DISPENSER

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PARTICLE BOARD

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PLASTER

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PLATE

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PLUMBING

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PLASTIC LAMINATE

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PERMANENT

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PTD/R

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PTD

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PBD

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PKG

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PLAS

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PLBG

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PLAM

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PERM

RECEPTACLE COMBINATION

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AD1.1

Design Review

Bid Set

Revised

25.05.07

25.06.04

25.07.18

Gazebo Finish Floor

Existing Sidewalk 98'-0"

100'-0"

SCALE: 1/4" = 1'4

Existing West Elevation

AD1.1

NORTH

SCALE: 1/4" = 1'3

Existing Roof Plan

NORTH

SCALE: 1/4" = 1'2

Existing Reflected Ceiling Plan

Gazebo

AD1.1

NORTH

SCALE: 1/4" = 1'1

Existing Floor Plan

LEGEND

DEMOLITION NOTES

AutoCAD SHX Text Grace Munn

AutoCAD SHX Text 7/18/2025

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

AutoCAD SHX Text

REMOVE EXISTING CONC. STAIRS

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SLOPE 4:12

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SLOPE 4:12

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SLOPE 4:12

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SLOPE 4:12

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SLOPE 4:12

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SLOPE 4:12

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EXISTING CONCRETE STEPS TO REMAIN

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EXISTING CONCRETE SLAB

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DN 4 R

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DN 4 R

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DN 4 R

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CONCRETE STEPS TO BE REMOVED

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TERMINATE STEPS 1'-0" FROM PROPOSED RAMP

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LINE OF PROPOSED RAMP

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REMOVE CONCRETE SIDEWALK AS REQUIRED FOR NEW FOOTINGS

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EXISTING 12"X12" CMU PIERS TO REMAIN

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EXISTING WALL TO REMAIN

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WALL TO BE REMOVED

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DOOR AND FRAME TO BE REMOVED

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EXISTING DOOR AND FRAME TO REMAIN

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.

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Design Review

Bid Set

Revised

25.05.07

25.06.04

25.07.18

A3.1

ELEV.

ELEV. Landing100'-0"

Landing

A1.1

A3.1

A1.1

99'-6"

NORTH

1/4"=1'1 Ramp Foundation Plan

A1.1

A3.1

A1.1

NORTH

SCALE: 1/4"=1'6

Section at Landing

ELEV.

Landing

100'-0"

NORTH

1/4"=1'5 Section at Ramp

NORTH

SCALE: 1/4" = 1'4

Gazebo Roof Plan

NORTH

1/4" = 1'2 Proposed Gazebo Ramp Plan

ELEV.

Gazebo Finished Floor 100'-0"

A3.1

ELEV.

Gazebo Finished Floor

AutoCAD SHX Text Grace Munn

AutoCAD SHX Text 7/18/2025

AutoCAD SHX Text A1.1 Gazebo Floor Plans.dwg

AutoCAD SHX Text

SLOPE 4:12

AutoCAD SHX Text

SLOPE 4:12

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SLOPE 4:12

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SLOPE 4:12

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SLOPE 4:12

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SLOPE 4:12

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RAMP BELOW

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DN 6"

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DN 18"

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NEW HANDRAIL @ 36" A.F.F.

AutoCAD SHX Text

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

AutoCAD SHX Text A

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RAMP

AutoCAD SHX Text

LANDING

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LANDING

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RAMP

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LANDING

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EXISTING GAZEBO FOUNDATION & FOOTINGS

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RAILING POST IN SLAB AND ANCHORED IN CMU

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1 " DIA GALV STEEL HANDRAIL12 " DIA GALV STEEL HANDRAIL

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

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GRADE OR SLAB

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

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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

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#4 REBAR DRILLED & EPOXIED INTO EXISTING SLAB

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RAILING POST IN SLAB AND ANCHORED IN CMU

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1 " DIA GALVAMRED STEEL HANDRAIL12" DIA GALVAMRED STEEL HANDRAIL

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

AutoCAD SHX Text

GRADE OR SLAB

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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

GLAV MTL SOCKET W/ (4) " 38 " X 3" EXPANSION BULTS

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8" PLUMENTED CMU GROUDED SOLID. FLASH AS REQ'D

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ALL EXPOSED CMU TO BE 8" PIGMENTED CMU TO MATCH EX BRICK

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8" CMU

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8" CMU GROUTED SOLID

8" PIGMENTED CMU GROUTED SOLID FLASH AS REQ'D

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A3.1

Design Review

Bid Set

Revised

25.05.07

25.06.04

25.07.18

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"

SCALE: 1/4" = 1'3

Proposed South Elevation

SCALE: 1/4" = 1'4

Proposed North 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"

ELEV.

Landing

99'-6"

AutoCAD SHX Text Grace Munn

AutoCAD SHX Text 7/18/2025

AutoCAD SHX Text A3.1 Gazebo Elevations.dwg

AutoCAD SHX Text

PIGMENTED CMU

AutoCAD SHX Text

CONCRETE TRENCH FOOTING

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text

RAMP AND HANDRAIL BEYOND

AutoCAD SHX Text

NEW CONCRETE RAMP

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PIGMENTED CMU

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CONCRETE TRENCH FOOTING

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CONCRETE RAMP

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GALY MTL HANDRAIL 36" A.F.F.

AutoCAD SHX Text

GALY MTL HANDRAIL 36" A.F.F.

AutoCAD SHX Text

CONCRETE RAMP

GALY MTL HANDRAIL 36" A.F.F.

G1.1 Title Sheet & Index P2

Sheets and Views

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

x-site

G3.1 Reference Data P2

Sheets and Views

G3.1 Reference Data-G3.1 Reference Data

AD1.1 Demolition Plans & Elevations Phase 2

Sheets and Views

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

x-ebp1 (2)

x-ebp1 (2)(2)

x-ebp1 (2)(3)

A1.1 Gazebo Floor Plan p2

Sheets and Views

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

x-abp1

x-abp1(3)

x-abp1(4)

x-abp1(5)

x-abp1(6)

A3.1 Gazebo Elevations P2

Sheets and Views

A3.1 Gazebo Elevations-A3.1 Gazebo Elevations

Proposed Elevations

Proposed Elevations(2)

x-elev

x-elev(2)

File details come from the government source that posted it. Updated Aug 7, 2025.