S-2-25_PLANS.pdf

PDF 16 MB Posted Jul 19, 2024

Attached to: Depot Renovation Project
Solicitation number: S-2-25
Issued by: Laramie County, Wyoming

About this file

Written by GovTribe AI · Jun 27, 2025

These construction documents are for the Cheyenne Depot Renovations project, prepared by The Design Studio, Inc. (TDSi) for the City of Cheyenne Community Recreation & Events department and the Cheyenne Depot Museum, located at 121 West 15th Street in Cheyenne, Wyoming. The comprehensive set of architectural, civil, mechanical, electrical, and food service plans details a full renovation of the historic depot, including site improvements, building interior remodeling, restroom upgrades, cafe installation, and exterior modifications. The project involves demolition of existing spaces, installation of new finishes, mechanical and electrical systems upgrades, and site work including new fencing, pavers, shade structures, and accessibility improvements.

The project appears to be funded by the City of Cheyenne, with a multidisciplinary design team including civil engineering by Theena Engineering, mechanical engineering by Design Point Engineering, electrical engineering by Gust Engineering, and food service consulting by 3PM Design. The renovation maintains the historic integrity of the depot while modernizing its functionality, with careful attention to preserving existing architectural elements and creating updated spaces for museum operations and public use. The documents indicate a comprehensive approach to renovation, including detailed specifications for structural modifications, utility upgrades, accessibility improvements, and integration of new cafe and museum facilities within the existing historic structure.

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File	Type	Posted
Depot_Renovation_Project_(Addendum_#2_Revision).pdf	PDF	Aug 9, 2024
S-2-25_SPECS.pdf	PDF	Jul 19, 2024

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

NOTE:

THE ORIGINAL DRAWINGS FOR THIS PROJECT ARE 36" X 24". IF YOU HAVE A

SMALLER SET, IT HAS BEEN REDUCED AND DRAWING SCALES ARE NOT VALID.

Set Number:Project Number:

Date:

T h e D e si g n

S tu d io in c

A rc h it e ct u re

In te ri o r

D e si g n P io n e e r

A v e n u e C h e ye n n e W yo m in g

W t d s i.

24.2.451

2024.07.10

C H

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G-001 GENERAL INFORMATION SHEET

G-002 GENERAL COORDINATION DETAILS

GENERAL

SHEET INDEX:

CIVIL

A-110 ARCHITECTURAL SITE PLAN - DEMOLITION

A-111 ARCHITECTURAL SITE PLAN - NEW

A-112 SITE DETAILS

A-121 MAIN LEVEL DEMOLITION PLAN

A-122 ENLARGED DEMOLITION PLANS

A-130 LOWER LEVEL FLOOR PLAN

A-131 MAIN LEVEL FLOOR PLAN

A-132 ENLARGED FLOOR PLAN - RESTROOM

A-133 ENLARGED FLOOR PLAN - CAFE

A-172 SHADE STRUCTURE ENLARGED PLAN

A-321 WALL SECTIONS AND DETAILS

A-611 DOOR SCHEDULE, DOOR & FRAME TYPES

ARCHITECTURAL

PLUMBING

ELECTRICAL

FOOD SERVICE

C-101 CIVIL GRADING PLAN

C-102 CIVIL GRADING PLAN

C-103 CIVIL NORTH IMPROVEMENTS

P-001 PLUMBING NOTES, LEGEND, & SCHEDULES

P-120 LOWER LEVEL PLUMBING DEMOLITION PLAN

P-121 MAIN LEVEL PLUMBING DEMOLITION PLAN

P-130 LOWER LEVEL PLUMBING PLAN

P-131 MAIN LEVEL PLUMBING PLAN

P-132 MAIN LEVEL PLUMBING PLAN - WEST

P-501 PLUMBING DETAILS

E-100 LEGEND AND SHEET INDEX SOUTH SIDE LIGHTING DEMOLITION

E-200 POWER AND LIGHTING PLANS - LOWER LEVEL AND EXTERIOR

E-201 DEMOLITION AND REMODEL PLANS FOR RESTROOMS

E-202 LIGHTING AND POWER CAFE PLANS

E-300 LIGHTING AND POWER SCHEDULES

E-301 PANEL SCHEDULES

E-302 POWER DETAILS AND SCHEDULES

KA1.1 KITCHEN EQUIPMENT PLAN

KA1.2 ELECTRICAL PLAN

KA1.3 PLUMBING PLAN

KA1.4 BUILDING CONDITIONS AND VENTILATION

MECHANICAL

M-131 MECHANICAL PLAN

ONE CALL OF

WYOMING

1.800.849.2476

R O

A D

DELL RANGE

EY AVEN

COLLEGE DRIVE

LINCOLNWAY

MISSILE

NATIONWAY

RANDALL

STOREY BLVD

E. CARLSON

Y E

L L O

W S

T O

N E

WESTERN HILLS

BOULEVARD

E D

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A T

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P O

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PERSHING BOULEVARD

W I N

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FOUR MILE ROAD

C O

L L E

G E

D R

G E

R O

A D

N C

O L L E

G E

D R

PIO

EER

AVE.

R O

A D

BOULEVARD

AVENUE

U E

DRIVE

CAMPSTOOL

P A

R S

L E

Y B

L V

W A

L T

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S C

H E

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V A

R D

W A

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M A

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CHEYENNE, WYOMING

NOT TO SCALE

GENERAL NOTES:

1. THE ARCHITECT AND ENGINEERS HAVE ENDEAVORED TO LOCATE AND SHOW

ALL SIGNIFICANT FEATURES WITHIN THE GENERAL PROJECT LIMITS. IT SHALL

BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY EXISTING

CONDITIONS. NO ADDITIONAL COMPENSATION OR TIME WILL BE ALLOWED FOR

CLAIMS OF ADDITIONAL WORK DUE TO ITEMS NOT SHOWN ON THE DRAWINGS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR,

MATERIALS AND EQUIPMENT FOR A COMPLETE PROJECT FOR ALL WORK

REASONABLY INFERRED, FROM THE CONTRACT DOCUMENTS, WHETHER

SHOWN OR SPECIFIED OR NOT.

2. DIMENSIONS ARE GIVEN TO:

a. COLUMN LINES;

b. STRUCTURAL LINES;

c. FACE OF CONCRETE OR MASONRY WALLS;

d. FACE OF STUDS:

• NORTH FACE;

• WEST FACE.

3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF CITY OF CHEYENNE

AMENDMENTS TO SOME OR ALL OF THE FOLLOWING:

a. CHEYENNE CITY CODE.

b. ZONING CODE: CHEYENNE UNIFIED DEVELOPMENT CODE.

c. THE CITY OF CHEYENNE & BOARD OF PUBLIC UTILITIES SPECIFICATIONS

AND STANDARD DRAWINGS, MOST RECENT EDITION.

d. NFPA 101 - LIFE SAFETY CODE, 2021

e. ICC (IFC) - INTERNATIONAL FIRE CODE, 2021; INCLUDING APPENDIX D, APPENDIX E, APPENDIX F, AND APPENDIX G.

f. ICC (IBC) - INTERNATIONAL BUILDING CODE, 2021.

g. ICC (IEBC) - INTERNATIONAL EXISTING BUILDING CODE, 2021.

h. ICC (IRC) - INTERNATIONAL RESIDENTIAL CODE, 2021.

i. ICC (IPC) - INTERNATIONAL PLUMBING CODE, 2021.

j. ICC (IMC) - INTERNATIONAL MECHANICAL CODE, 2021.

k. ICC (IFGC) - INTERNATIONAL FUEL GAS CODE, 2021.

l. ICC (IPMC) - INTERNATIONAL PROPERTY MAINTENANCE CODE, 2021.

m. ICC (IECC) - INTERNATIONAL ENERGY CONSERVATION CODE, 2021.

n. NFPA 70 - NATIONAL ELECTRICAL CODE, 2023.

o. ICC A117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.

4. BUILDING DESIGN INFORMATION:

a. ULTIMATE DESIGN WIND SPEED: THERE ARE FOUR LEVELS OF WIND SPEED

DEPENDING ON THE RISK CATEGORY OF THE BUILDING. THE MAJORITY OF

BUILDINGS WILL BE IN RISK CATEGORY II WITH A WIND SPEED OF 115 MPH;

WIND EXPOSURE CATEGORY C

b. SEISMIC DESIGN CATEGORY: B

c. ANNUAL RAINFALL: 15 INCHES/YEAR

d. HAIL: MODERATE

e. SNOW LOAD: 30 PSF - GROUND; INCLUDES NO SNOWDRIFT

f. FROST LINE DEPTH: 36" - MINIMUM FOR FOUNDATIONS

g. CLIMATE ZONE: 6B

h. TERMITE: SLIGHT TO MODERATE

i. WINTER DESIGN TEMP: -1 DEGREE F; 7381 HEATING DEGREE DAYS

j. WEATHERING: SEVERE

k. DECAY: NONE TO SLIGHT

l. AND OTHER REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION

OVER THE PROJECT.

5. GENERALLY, TYPICAL NOTES, DIMENSIONS, ELEVATIONS, ETC. ARE SHOWN OR

NOTED ON THE FIRST DRAWING ON WHICH THEY APPEAR.

6. DO NOT SCALE DRAWINGS.

NORTH ARROW

A101

SIM

A101

Ref

1R e f

1 R e f

Ref

BUILDING SECTION

SECTION

NUMBER

SHEET

WHERE

DRAWN

SECTION NUMBER

SHEET WHERE

DRAWN

WALL SECTION

SECTION NUMBER

SHEET WHERE DRAWN

DETAIL

SHEET WHERE DRAWN

INTERIOR ELEVATION

SHEET WHERE DRAWN

EXTERIOR ELEVATION

VERTICAL ELEVATION

EXISTING STRUCTURAL GRIDA

NEW STRUCTURAL GRIDAA

WALL TYPE

ROOM DESIGNATION

WINDOW NUMBER

DOOR NUMBER

KEYNOTE

REVISION

REVISION NUMBER

REVISION AREA

DRAWING IDENTIFICATION

PLAN, SECTION, ELEVATION,

OR DETAIL NUMBER

SCALE

SHEET LOCATION

K1 VIEW NAME

1/8" = 1'-0" A-101

TYPICAL SYMBOLS

1 Ref

R e f

1 Ref

Name

150 SF

Name

Elevation

A101

SIM

A101

A101 x MATERIAL FINISH TAG

EARTH

SAND/MORTAR/PLASTER

PLYWOOD

GRAVEL/AGGREGATE WOOD

CONCRETE

BATT INSULATION

BRICK

RIGID INSULATION

CONCRETE MASONRY UNITS

(CMU'S) SMALL SCALE

GYPSUM BOARD

STEEL

WOOD FRAMING

(THROUGH MEMBER)

WOOD FRAMING

(INTERRUPTED MEMBER)

ASPHALTIC CONCRETE PAVING

STONE

FOAMED-IN-PLACE INSULATION

MATERIAL INDICATIONS

C -1

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A R

C H

C T

RAN

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Y E

R S

S T

A T

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F W

Y O

D a te

APN: Date Issued:

Drawn By: Checked By:

Sheet Title:

Sheet Number:

T D S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

T h e D e si g n

S tu d io in c

A rc h it e c tu

I n te ri o r D e si g n

P io n e e r

A v e n u e

C h e y e n n e

W y o m in g

.9 t d s i.

NOTE: THE ORIGINAL DRAWINGS FOR THIS PROJECT ARE 36" X 24". IF YOU HAVE A SMALLER SET, IT HAS BEEN

REDUCED AND DRAWING SCALES ARE NOT VALID.

G-001

GENERAL

INFORMATION

SHEET

WZB RLB

24.2.451 2024.07.10

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DESIGN TEAM

DRAWING NUMBERING

DISCIPLINE DESIGNATORS

G - General E - Electrical C - Civil T - Technology S - Structural FS - Foodservice A - Architectural AV - Audio Visual P - Plumbing PE - Performance Equipment M - Mechanical

SHEET TYPE DESIGNATORS

0 General (symbols legend, notes, etc.)

1 Plans (horizontal views) 2 Elevations (vertical views) 3 Sections (sectional views) 4 Large Scale Views (plans, elevations, or sections that are not details) 5 Details 6 Schedules and Diagrams 7 User Defined 8 User Defined 9 3D Representations (isometrics, perspectives, photographs)

WORK DESIGNATORS

Plans Elevations Sections 0 Default 1 Site Exterior Building 2 Demolition Interior Wall 3 Floor Plans 4 Reflected Ceiling Plans 5 ?

6 ?

7 Roof Plans 8 ?

9 Finish Plans

LEVEL DESIGNATORS / SHEET NUMBERS IN SEQUENCE

Plans Elevations Sections 0 Basement 0 0 1 First Floor 1 1 2 Second Floor 2 2 3 Third Floor 3 3 etc. etc. etc. etc.

OWNER:

City of Cheyenne Community Recreation & Events 2101 O'Neil Avenue Cheyenne, Wyoming 82001

t) 307.638.4375 Director:

Jason Sanchez

e) jsanchez@cheyennecity.org

Cheyenne Depot Musem 121 West 15th Street Cheyenne, Wyoming 82001

Director:

Christy McCarthy

e) christy@cheyennedepotmuseum.org

ARCHITECT:

TDSi - The Design Studio, inc.

Architecture + Interior Design 1610 Pioneer Avenue Cheyenne, Wyoming 82001

t) 307.775.9970

Principal in Charge:

Randy Byers, AIA, LEED AP

e) randy@tdsi.us Project Manager:

Will Byers, Associate AIA

e) will@tdsi.us

CIVIL ENGINEER:

Theena Engineering PO Box 20083 Cheyenne, WY 82003

t) 307.274.8929

President, Civil Engineer:

Darci Hendon, PE

e) darci@theenaeng.com

MECHANICAL ENGINEER:

Design Point Engineering 1623 Central Avenue #29 Cheyenne, Wyoming 82001-4368

t) 307.222.9375 19 Old Town Square, #238 Ft. Collins, Colorado 80524

t) 970.430.5783

w) www.designpointengineering.com

President Justin Montgomery, PE, LEED AP

e) jmontgomery@designpointengineering.com

ELECTRICAL ENGINEER:

Gust Engineering 3612 Pioneer Avenue Cheyenne, Wyoming 82001

t) 307.638.2511

President, Electrical Engineer Mike Gust, PE

e) mgust@gustengineering.com

FOOD SERVICE CONSULTANT:

3PM Design 1010 South Joliet st. #102 Aurora, Colorado 80012

t) 303.840.0883

President:

Pierre Metellus

e) monabba@3pmdesign.com

VICINITY MAP

REVISION SCHEDULE

Revision Number Revision Description Revision Date

PROJECT SITE:

121 WEST 15TH STREET

EQUAL EQUAL EQUAL

E Q

U A

L E

Q U

A L

CEILING PANEL,

TYPICAL

SUSPENDED

GRID, TYPICAL

EQUALEQUAL

E Q

U A

L E

Q U

A L

E Q

U A

L E

Q U

A L

EQUALEQUAL

E Q

U A

L E

Q U

A L

EQUALEQUAL

E Q

U A

L E

Q U

A L

EQEQ

CEILING DETAILS LEGEND

SPEAKER OR

OTHER DEVICE

DIFFUSERS, GRILLES,

AND/OR LIGHT FIXTURES

SPRINKLER

HEAD

LOUVER, VENT

OR REGISTER

CL CL

LIGHT

FIXTURE

3" 3"

G-002

Sim D10

G-002

Sim

METAL DOOR FRAME

DOUBLE STUDS

METAL

BORROW

LITE FRAME

ELECTRICAL LIGHT

SWITCH

METAL DOOR FRAME

DOUBLE STUDS

ELECTRICAL LIGHT

SWITCH

PLUMBING CLEANOUT

LOCATE SO ALL OF CLEANOUT AND

ESCUTCHEON WILL BE ABOVE BASE

CMU WALLS = 8" (NOMINAL)

OTHER WALLS = 6"

FLOOR DRAIN

LOCATION

1" EXPANSION JOINT

TOP TRACK

HEADER

DOUBLE KING STUDS

CRIPPLE STUDS

NOTE:

TYPICAL AT ALL INTERIOR DOORS

AND BORROW LIGHT LOCATIONS

CEILING AS SCHEDULED.

EXPANSION JOINT CONTINUES

ABOVE CEILING. REFER TO

GYPSUM BOARD SYSTEMS

SPECIFICATION FOR LEVELS OF

FINISH ABOVE AND BELOW CEILING

SILL

1" EXPANSION JOINT

CRIPPLE STUDS

WALL HUNG URINAL

ADULT INSTALLATION

C L E

A R

SIDE FRONTADULT TOILET - ACCESSIBLE

FLOOR MOUNT - FLUSH VALVE TYPE

G R

A B

B A

40"

7" - 9"

TWO-WALL GRAB BAR

42" MINIMUM

TOILET PAPER

DISPENSER

TYPICAL

S E

A T

TWO-WALL GRAB BAR

54" MINIMUM

A X

A N

Y O

P E

R A

B L E

P A

R T

M A

U M

SOAP

DISPENSER

MIRROR

INSULATED

TRAP & WASTE

TOWEL

DISPENSER

WALL HUNG LAVATORY

WITH ACCESSORIES

A N

Y O

P E

R A

B L E

P A

R T

M A

U M

FLUSH HANDLE

TO OPEN SIDE OF

COMPARTMENT

O P

E R

A B

L E

P A

R T

M A

ADULT

ACCESSIBLE LAVATORY

SOAP DISPENSER

MIRROR

ACCESSIBLE LAVATORY,

REFER TO PLUMBING

TOWEL

DISPENSER

24" 16" to 18"

M A

U M

SIDE FRONTADULT TOILET - ACCESSIBLE

WALL MOUNT - FLUSH VALVE TYPE

40"

" 4

42"

7" - 9"

C -1

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Y E

R S

S T

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APN: Date Issued:

Drawn By: Checked By:

Sheet Title:

Sheet Number:

T D S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

T h e D e si g n

S tu d io in c

A rc h it e c te ri o r D e si g n

P io n e e r

A v e n u e

C h e y e n n e

W y o m in g

.9 t d s i.

NOTE: THE ORIGINAL DRAWINGS FOR THIS PROJECT ARE 36" X 24". IF YOU HAVE A SMALLER SET, IT HAS BEEN

REDUCED AND DRAWING SCALES ARE NOT VALID.

G-002

GENERAL

COORDINATION

DETAILS

24.2.451 2024.07.10

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1/2" = 1'-0" G-002

B1 CEILING DETAILS

1/4" = 1'-0" G-002

D1 DOOR EQUIPMENT DETAILS

1/4" = 1'-0" G-002

D4 DOOR SWITCH DETAILS

1 1/2" = 1'-0" G-002

D7 ENLARGED DOOR SWITCH DETAIL 1

1 1/2" = 1'-0" G-002

D10 ENLARGED DOOR SWITCH DETAIL 2

1/2" = 1'-0" G-002

F9 RESTROOM CLEANOUT LOCATION

GENERAL NOTES:

1. DETAILS ON THIS PAGE INDICATE CERTAIN COORDINATION ITEMS THAT ARE

THE RESPONSIBILITY OF MULTIPLE CONTRACTORS.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT

THE WORK OF THE VARIOUS TRADES COMPLY WITH THESE DETAILS.

1/2" = 1'-0" G-002

F10 RESTROOM FLOOR DRAIN LOCATION

1 1/2" = 1'-0" G-002

K9 INTERIOR EXPANSION JOINT DETAIL 2D

1/2" = 1'-0" G-002

K1 TYPICAL - RESTROOM ELEVATIONS

1/2" = 1'-0" G-002

F1 TYPICAL MOUNTING HEIGHTS

1/2" = 1'-0" G-002

I4 ADULT, ACCESSIBLE, WALL MOUNT, FLUSH VALVE TYPE

REVISION SCHEDULE

Revision Number Revision Description Revision Date

.49

.29

.56

.14

.70

.35 6064.48

.47

6064.47

6064.90

.83

.88

.72

6064.70

.70

6064.91 STEP

2.0

1.8%

2.3%

1.0% 2.1%60

.90

6064.58

1.9%

6064.67

6064.76

C H

T C

-1

CP 01

6064.85

.40

CP 01

6064.50

.56

.70

.48

.36

6064.54

.80 H

P FL

.47

6064.91 STEP

1.0% 1.0%

1.6%

0 10 20

APN: Date Issued:

Drawn By: Checked By:

Sheet Title:

Sheet Number:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Th e

D es ig n

St ud io , i nc

$U ch ite ct uU e nt eU io

U D es ig n

P io ne er

A ve nu e, C he ye nn e, W yo m in g

| 3

.9 td si

NOTE: THE ORIGINAL DRAWINGS FOR THIS PROJECT ARE 36" X 24". IF YOU HAVE A SMALLER SET, IT HAS BEEN

REDUCED AND DRAWING SCALES ARE NOT VALID.

C-101

CIVIL

GRADING

PLAN

C H

N E

O T

N S

DMH .

22.2.451 2024.07.12

PO BOX 20083 CHEYENNE, WY 82003 307.274.8929

C H

T C

-1

UPRR PROPERTY LINE

EXISTING BRICK PAVERS HAVE SETTLED.

REMOVE PAVERS, 18" WIDE x LENGTH OF PATIO.

CREATE A SETTING BED PER STANDARD DETAIL

02915-01 AND RESET PAVERS AFTER

INSTALLATION OF SHADE STRUCTURE

EXISTING DEQ MONITORING WELL.

ADJUST LID TO NEW GRADES. PLACE

CONCRETE COLLAR AROUND LID.

EXISTING DOWNSPOUT IN STEEL PIPE (TO REMAIN) (TYP)

EXISTING LIGHT POLE TO BE REMOVED

EXISTING LIGHT POLE TO BE REMAIN

EXISTING CONCRETE EDGE RESTRAINT

TO REMAIN. NEW BRICKS TO MATCH TOP

OF EXISTING CONCRETE ELEVATION

CONCRETE EDGE RESTRAINT (TYP)

6" WIDE x 24" DEEP

2 x #4 REBAR

A C

-101 B C

-101

C C

-101

E C-101

1.5%

11.0' 18"

6" CONCRETE

6" CRUSHED BASE

SECTION A

1.5%

9.8' 18"

BRICK PAVERS

3/4" SETTING SAND

SECTION B

5" SLURRY BED

2" RIGID INSULATION SPACER (TYP)

(REMOVED PRIOR TO SANDING)

1.5%

8.0' 18"

BRICK PAVERS

3/4" SETTING SAND

SECTION C

5" SLURRY BED

2" RIGID INSULATION SPACER (TYP)

(REMOVED PRIOR TO SANDING)

0'7.

EXISTING

CONCRETE EDGE

15.5'

4" CONCRETE

4" CRUSHED BASE

1.5%

4" CONCRETE

4" CRUSHED BASE (TYP)

8.0'

THICKENED EDGE

SIDEWALK

0.8'

1.0'

RAMP

(HORIZONTAL)

4" CONCRETE

SECTION E

D C-101

4" CONCRETE

4" CRUSHED BASE (TYP)

8.0'

THICKENED EDGE

SIDEWALK

0.8'

1.0'

RAMP

(HORIZONTAL)

4" CONCRETE

SECTION D

EXISTING SANDSTONE BLOCKS TO REMAIN (TYP)

EXISTING DEQ MONITORING WELL.

ADJUST LID TO NEW GRADES. PLACE

CONCRETE COLLAR AROUND LID.

INSTALL NEW FENCE

INSTALL NEW FENCE INSTALL NEW FENCE

FACE WILL BE

EXPOSED BY

UP TO 4"

FACE WILL BE

EXPOSED BY

UP TO 4"

FACE WILL BE

EXPOSED BY

UP TO 4"

PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL SUBMIT TO THE WYOMING DEPARTMENT OF ENVIRONMENTAL QUALITY (WDEQ) A "NOTICE OF INTENT" (NOI) FOR

COVERAGE UNDER THE STATE'S GENERAL NPDES PERMIT FOR STORM WATER DISCHARGE FROM

CONSTRUCTION SITES. IN ACCORDANCE WITH THIS PERMIT, THE CONTRACTOR SHALL DEVELOP A POLLUTION PREVENTION PLAN UTILIZING BEST MANAGEMENT PRACTICES (BMP) BEFORE SUBMITTING THE NOI TO THE WDEQ. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING STORM WATER CONTROL

PERMITS, AND FOR PREPARING AND MAINTAINING A STORM WATER MANAGEMENT PLAN. THE

CONTRACTOR SHALL CONTROL STORM WATER RUNOFF AND DUST, AND PREVENT TRACKING OF MUD DURING ALL CONSTRUCTION ACTIVITIES PER STATE AND FEDERAL REQUIREMENTS THROUGHOUT THE CONSTRUCTION SITE AND UNTIL RE-VEGETATION HAS BEEN RE-ESTABLISHED. THE CONTRACTOR IS

RESPONSIBLE FOR CONTINUOUS SEDIMENT AND EROSION CONTROL MAINTENANCE AND FULL

REHABILITATION OF ALL DAMAGED IMPROVEMENTS, INCLUDING CULVERTS, TO ORIGINAL OR BETTER

CONDITIONS.

THE CONTRACTOR SHALL NOTIFY THE CITY OF CHEYENNE AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ACTIVITY ON ANY AND ALL PUBLIC IMPROVEMENTS. ALL SUBSEQUENT INSPECTIONS REQUIRE THE SAME 24 HOUR ADVANCE NOTICE.

THERE SHALL BE NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY ON SATURDAYS, SUNDAYS, OR HOLIDAYS UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CITY OF CHEYENNE CONSTRUCTION SERVICES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY, INCLUDING. BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL AND SECURITY. THE CITY OF CHEYENNE

AND THE ENGINEER EXERCISE NO CONTROL OF THE SAFETY OR ADEQUACY OF ANY EQUIPMENT,

BUILDING COMPONENTS, SCAFFOLDING, FORMS, OR OTHER WORK AIDS USED IN OR ABOUT THE

PROJECT, OR IN SUPERVISION OF THE SAME

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR

COORDINATING WITH THE APPROPRIATE UTILITY CROSSING REQUIRED.

UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER, THAN THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND

CONDITION AS REQUIRED BY THESE PLANS.

EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTER, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED, OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE

INDICATED ON THESE PLANS.

AFTER FINAL ACCEPTANCE BY THE CITY OF CHEYENNE, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF TWO YEARS

FROM THE DATE OF ACCEPTANCE.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CHEYENNE AND BOARD OF PUBLIC UTILITIES CONSTRUCTION SPECIFICATIONS AND STANDARD DETAILS, MOST CURRENT EDITION.

GENERAL CONSTRUCTION NOTES: ELEVATIONS LISTED ARE AT

TOP OF CONCRETE, UNLESS

OTHERWISE NOTED.

FL = FLOW LINE

HP = HIGH POINT

INSTALL NEW

DOUBLE 7' GATES

RAILING (TYP), REFER TO

ARCHITECTURAL PLANS

ALL LANDINGS ARE TO BE STRUCTURAL. REFER TO

ARCHITECTURAL DRAWINGS FOR DETAIL (TYPICAL ALL LANDINGS)

REMOVE EXISTING PERIMETER FENCE, INSTALL NEW FENCE

REMOVE AND REPLACE EXISTING PERIMETER FENCE TO EDGE OF EXISTING PARKING LOT (~216' FROM NEW DOUBLE GATE TO END OF FENCE REPLACEMENT)

INSTALL NEW DOUBLE

PEDESTRIAN GATES

INSTALL NEW SINGLE

PEDESTRIAN GATE. RESET

PAVERS AS REQUIRED

INSTALL NEW FENCE. RESET

PAVERS AS REQUIRED

5.4'

16.7'

49.0' 54.4'

13.7'

EXISTING FENCING/WALL

18" (REMOVE & RESET BRICKS)

REMOVE EXISTING

LANDSCAPE TIMBERS (TYP)

CONTRACTOR IS REQUIRED TO INSTALL A TEMPORARY FENCE ALONG THE ENTIRE UPRR/CITY OF CHEYENNE PROPERTY LINE DURING CONSTRUCTION TO ENSURE NO CONSTRUCTION ACTIVITY TAKES

PLACE ON UPRR PROPERTY.

REQUIRED DURING CONSTRUCTION

INSTALL BOLLARDS

WITH COVERS (6 TOTAL)

HATCH STRIPE EXISTING

PARKING STALL WITH

EPOXY PAINT, 4" LINES

1.5% 1.5% 1.5%

7-12-24

NEW LIGHT POLE. FINAL

LOCATION TBD. REFER TO

ELECTRICAL DRAWINGS

FLOW FILL TO 36" BELOW GRADE MINIMUM,

TYPICAL ALL DOOR LOCATIONS

FLOW FILL TO 36" BELOW GRADE MINIMUM,

TYPICAL ALL DOOR LOCATIONS

DO NOT ENTER CONCRETE EDGE

RESTRAINT (TYP)

6" WIDE x 24" DEEP 2 x #4 REBAR

SAWCUT EXISTING CONCRETE AT EDGE

OF FENCE CONCRETE

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text Drawing Name: T:\TDSI_DEPOT\DEPOT(CIVIL).DWG Thursday, July 18, 2024 2:24 PM By: DARCI HENDONT:\TDSI_DEPOT\DEPOT(CIVIL).DWG Thursday, July 18, 2024 2:24 PM By: DARCI HENDON Thursday, July 18, 2024 2:24 PM By: DARCI HENDONThursday, July 18, 2024 2:24 PM By: DARCI HENDON 2:24 PM By: DARCI HENDON2:24 PM By: DARCI HENDON By: DARCI HENDONDARCI HENDON

6064.48

.47

6064.47

6064.90

.83

.88

.72

6064.70

.70

.92

6064.4960

.44

6064.26

6064.97

6064.91 STEP

6%4.3%

1.7%

1.7% 1.8%

1.8%

2.3%

1.0% 2.1%

6065.00

.00

.90

6064.58

1.9%

6064.67

6064.76

C H

T C

-1

.56

.70

6064.1360

.17

6064.09

.48

.36

6064.54

.80 H

P FL

.35

.47

.29

6064.39

6064.92

6064.19

6064.91 STEP

1.0% 1.0%

6064.19

6064.73

6064.23

6064.73

CP 51

6063.96

CP 3

6064.42

6064.73

6064.736064.60

6064.80

6064.61

6064.62

6064.621.8%

1.8%

4.8%

6064.15

6064.24 6064.11

1.5%

6064.07 6064.02

1.5%

6063.96

6064.05

0 10 20

APN: Date Issued:

Drawn By: Checked By:

Sheet Title:

Sheet Number:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Th e

D es ig n

St ud io , i nc

$U ch ite ct nt eU io

U D es ig n

P io ne er

A ve nu e, C he ye nn e, W yo m in g

| 3

.9 td si

NOTE: THE ORIGINAL DRAWINGS FOR THIS PROJECT ARE 36" X 24". IF YOU HAVE A SMALLER SET, IT HAS BEEN

REDUCED AND DRAWING SCALES ARE NOT VALID.

C-102

CIVIL

GRADING

PLAN

C H

N E

O T

N S

DMH .

22.2.451 2024.07.12

C H

T C

-1

UPRR PROPERTY LINE

END NEW CONCRETE AT EXISTING

CONCRETE/ASPHALT EDGE

F C

-102

7.2%

6.0' 18"

SECTION F

4" CONCRETE

4" CRUSHED BASE

G C

-102

H C

-102

1.6%

C-102 E

6.1'

RAMP 11.5'

1.0%

VARIES

SECTION G

4" CONCRETE

4" CRUSHED BASE

VARIES

0.5'

SECTION H

CONSTRUCT A CONCRETE DRAINAGE PAN

BETWEEN THE TWO BUILDING. CONCRETE

SHALL BE 3" THICK AT BASE, MINIMUM.

0.5' (TYP)

1.0'

4" 4"

1'±

SLOPE CONCRETE TO NEAREST

JOINT IN DEPOT STRUCTURE

AT DOORS: SAW CUT CONCRETE FROM

EDGE OF CONCRETE EXTERIOR

STRUCTURE AS POSSIBLE. DO NOT

REMOVE THRESHOLD OR CONCRETE

UNDER DOORFRAMES (TYPICAL BOTH

EAST AND WEST SIDES OF STRUCTURE)

TOP OF RAMP WILL BE ~4" HIGHER THAN

ADJACENT CONCRETE, SEE SECTION E

INSTALL NEW FENCE

ELEVATIONS LISTED ARE AT

TOP OF CONCRETE, UNLESS

OTHERWISE NOTED.

FL = FLOW LINE

HP = HIGH POINT

PO BOX 20083 CHEYENNE, WY 82003 307.274.8929

REFER TO

ARCHITECTURAL

PLANS FOR

RAILING DETAILS

4" CONCRETE

4" CRUSHED BASE (TYP)

8.0'

THICKENED EDGE

SIDEWALK

0.8'

1.0'

RAMP

(HORIZONTAL)

4" CONCRETE

SECTION E

RAILING (TYP), REFER TO

ARCHITECTURAL PLANS

SIDEWALK MUST BE

STAKED TO ENSURE

DRAINAGE AROUND

BUILDING TO FENCELINE

DO NOT EXCEED 2%

SLOPE IN FRONT

OF DOORS (TYP)

ALL LANDINGS ARE TO BE STRUCTURAL. REFER TO

ARCHITECTURAL DRAWINGS FOR DETAIL (TYPICAL

ALL LANDINGS)

UPRR PROPERTY LINE

REMOVE EXISTING PERIMETER FENCE, INSTALL

NEW FENCE IN SAME LOCATION. CONTRACTOR

SHALL REMOVE EXISTING PERIMETER BLACK

FENCE AND LOAD IT INTO A CITY SUPPLIED

TRAILER FOR CITY'S USE ELSEWHERE

REMOVE EXISTING GATE AND INSTALL NEW DOUBLE PEDESTRIAN

GATES. GATE SHALL BE 8.0' WIDE CLEAR OPENING, MINIMUM.

SIDEWALK WIDENS TO 8' WIDE TO MATCH GATE OPENING.

EXISTING CONCRETE PATIO

AND WALK TO REMAIN

REMOVE EXISTING FENCE, REPLACE

AFTER CONCRETE IS INSTALLED

17.4' REMOVE SILO THAT IS BOLTED TO

THE CONCRETE. GROUT ALL HOLES.

6.0'

REMOVE EXISTING PERIMETER FENCE,

INSTALL NEW FENCE IN SAME LOCATION

INSTALL 3'x3' CONCRETE SIDEWALK BETWEEN EXISTING

TRANSFORMER PAD AND EXISTING SIDEWALK

SIDEWALK NARROWS AT WINDOW WELL/WALL.

PLACE SEALED EXPANSION JOINT BETWEEN

SANDSTONE BLOCKS AND NEW CONCRETE

LANDING TO BE CENTERED ON THE EXISTING DOOR, 5.0' WIDE,

SLOPING AT 1.8% TO THE EAST. ALL LANDINGS ARE TO BE

STRUCTURAL. REFER TO ARCHITECTURAL DRAWINGS FOR

DETAIL (TYPICAL ALL LANDINGS)

CONCRETE OUTSIDE OF 5.0' LANDING WILL SLOPE TO

MATCH ELEVATION OF CONCRETE THAT WAS REMOVED

ADJACENT TO BUILDING, TYPICAL BOTH SIDES OF LANDING

6.0'

INSTALL NEW SINGLE PEDESTRIAN GATE

REMOVE EXIST. FENCE.

INSTALL NEW FENCE WHERE

INDICATED. FILL ALL POST

HOLES OUTSIDE OF NEW

CONSTRUCTION WITH

CONCRETE

22.3'

1.5%

INSTALL NEW SINGLE

PEDESTRIAN GATE

REMOVE EXIST. FENCE. INSTALL NEW

FENCE WHERE INDICATED. FILL ALL

POST HOLES OUTSIDE OF NEW

CONSTRUCTION WITH CONCRETE

REMOVE EXISTING 4' SIDEWALK

REPLACE WITH 6' SIDEWALK

MAX. 2.0% CROSS SLOPE AND 5.0% RUNNING SLOPE

TIE TO EXISTING CONCRETE WITH

A SEALED EXPANSION JOINT (TYP)

INSTALL CONCRETE SIDEWALK BETWEEN

GATE AND TRANSFORMER PAD

MATCH EXISTING

SIDEWALK

ELEVATION

CONTRACTOR IS REQUIRED TO INSTALL A TEMPORARY FENCE ALONG THE ENTIRE UPRR/CITY OF CHEYENNE PROPERTY LINE DURING CONSTRUCTION TO ENSURE NO CONSTRUCTION ACTIVITY TAKES

PLACE ON UPRR PROPERTY.

REQUIRED DURING CONSTRUCTION

SEE SHEET C-103

7-12-24

DO NOT ENTER

0.7'

ALL ACCESS TO

REAR PATIO MUST

COME FROM CITY

PROPERTY

FLOW FILL TO 36" BELOW GRADE MINIMUM,

TYPICAL ALL DOOR LOCATIONS

AutoCAD SHX Text

AutoCAD SHX Text E

0 10 20

APN: Date Issued:

Drawn By: Checked By:

Sheet Title:

Sheet Number:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Th e

D es ig n

St ud io , i nc

$U ch ite ct nt eU io

U D es ig n

P io ne er

A ve nu e, C he ye nn e, W yo m in g

| 3

.9 td si

NOTE: THE ORIGINAL DRAWINGS FOR THIS PROJECT ARE 36" X 24". IF YOU HAVE A SMALLER SET, IT HAS BEEN

REDUCED AND DRAWING SCALES ARE NOT VALID.

C-103

CIVIL

NORTH

IMPROVEMENTS

C H

N E

O T

N S

DMH .

22.2.451 2024.07.12

PO BOX 20083 CHEYENNE, WY 82003 307.274.8929

REMOVAL AREA BY FLAGPOLES, LOOKING SOUTH EAST TIMBER TO BE REMOVED

WEST TIMBER TO BE REMOVED, CURB TO BE REPLACED

EAST 15th STREET

15.8'±

REMOVE TIMBER (27.5' LONG)

REPLACE WITH CONCRETE, SAME WIDTH AS TIMBER (~8.5")

MIN. 10" DEEP

36.2'±

8.0' 4.9'

6.5'

6.2'±

R3.0'

EXISTING IN-GROUND LIGHTS TO BE REMOVED AND

REPLACED IN SAME LOCATION(9), SEE ELECTRICAL PLANS

EXISTING FLAGPOLES (3) TO REMAIN

PROPERTY LINE

CLEAN-OUT TO REMAIN

EXISTING ELECTRICAL EQUIPMENT TO REMAIN

REMOVAL AREA BY FLAGPOLES, LOOKING WEST

LINES SHOWN ARE EXISTING CONCRETE JOINTS

REMOVE TIMBER (27.5' LONG)

REPLACE WITH CONCRETE, SAME WIDTH AS TIMBER (~8.5")

EXISTING

BRICK

PAVERS

EXISTING

CONCRETE

SIDEWALK

REMOVE AND REPLACE DAMAGED CURB & GUTTER, AND DAMAGED CONCRETE

RESET BRICKS AFTER

CONCRETE INSTALLATION.

FOLLOW EXISTING PATTERN.

7-12-24

3.1'

CONCRETE EDGE RESTRAINT

8.5" WIDE, MIN. 10" DEEP

INTENT IS TO MATCH OPPOSITE SIDEREMOVE CONCRETE, REPLACE WITH PAVERS

3.1'

SAW CUT A CLEAN EDGE IN ORDER TO SET BRICKS

ADJACENT TO EXISTING CONCRETE SIDEWALK. IF A

CLEAN, STRAIGHT EDGE ISN'T MADE A CONCRETE

EDGE RESTRAINT WILL BE REQUIRED.

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text E

Drawing Name: T:\TDSI_DEPOT\DEPOT(CIVIL).DWG Thursday, July 18, 2024 2:24 PM By: DARCI HENDONT:\TDSI_DEPOT\DEPOT(CIVIL).DWG Thursday, July 18, 2024 2:24 PM By: DARCI HENDON Thursday, July 18, 2024 2:24 PM By: DARCI HENDONThursday, July 18, 2024 2:24 PM By: DARCI HENDON 2:24 PM By: DARCI HENDON2:24 PM By: DARCI HENDON By: DARCI HENDONDARCI HENDON

OPOPOPOP

O P

OPOPOP

UE UE UE

U E

G G

G G G

GGG

U E

UE UE UE

U E

OPOPOP

FO FO FO

G G G

IRR IRR IRR

OP OP OP

SAN SAN SAN

SS SS SS

T T T

UE UE UE

UTIL UTIL UTIL

W W W

SITE MATERIAL INDICATIONS:

CONCRETE PAVING

ASPHALT PAVING

BRICK PAVERS

GRAVEL SURFACING

6 67

LOBBY

STAIR

107 VESTIBULE

MEN'S RR

WOMEN'S RR

VESTIBULE

ENTRY

VESTIBULE

DEPOT MUSEUM

CAFE

4 15

16 16

5 18 19 19

FIBER OPTIC

NATURAL GAS

IRRIGATION WATER

OVERHEAD POWER

SANITARY SEWER

STORM SEWER

TELEPHONE

UNDERGROUND ELECTRICAL

WATER

MISCELLANEOUS UTILITY

SITE UTILITY LEGEND

NOTE: EXISTING UTILITIES ARE SHOWN IN GREY

GENERAL NOTES:

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITIES

WHEN WORK BEGINS IN THE VICINITY OF ANY UTILITY LINES AND TO ARRANGE FOR

A REPRESENTATIVE OF THE UTILITY COMPANY TO BE PRESENT IF THE

CONTRACTOR'S OPERATIONS ARE IN CLOSE PROXIMITY TO ANY LINES IN THEIR

EXISTING OR RELOCATED POSITIONS WHICH COULD CREATE A HAZARDOUS

CONDITION. ALL WORK REQUIRES NOTIFICATION OF THE WYOMING “ONE-CALL”

CENTER PRIOR TO MOBILIZATION.

2. ALL WORK IN THE RIGHT-OF-WAY (ROW) REQUIRES A "RIGHT-OF-WAY

ENCROACHMENT PERMIT". TWO SETS OF APPROVED (SIGNED) PLANS (TO BE

PROVIDED BY THE CIVIL ENGINEER) SHALL ACCOMPANY THE ROW PERMIT

APPLICATION AS WELL AS A TRAFFIC CONTROL PLAN (CONTRACTOR'S

RESPONSIBILITY). WORK IN THE ROW SHALL NOT BEGIN UNTIL THE PERMIT HAS

BEEN APPROVED AND ISSUED.

3. ALL WORK IN THE CITY ROW SHALL CONFORM TO THE "CITY OF CHEYENNE &

BOARD OF PUBLIC UTILITIES CONSTRUCTION SPECIFICATIONS AND STANDARD

DRAWINGS”.

4. SUBMITTALS FOR MATERIALS TO BE PLACED IN THE CITY ROW, INCLUDING

CONCRETE MIX DESIGNS, SHALL BE SUBMITTED TO THE CITY OF CHEYENNE

CONSTRUCTION DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION.

5. ALL WORK IN THE CITY ROW SHALL BE TESTED AND OBSERVED IN ACCORDANCE

WITH CITY OF CHEYENNE SPECIFICATIONS. ALL TEST RESULTS SHALL BE

FORWARDED TO THE CITY CONSTRUCTION DEPARTMENT.

6. THIS SITE PLAN IS BASED UPON A SURVEY PREPARED BY:

STEIL SURVEYING, LLC

1102 WEST 19TH STREET

CHEYENNE, WYOMING 82001

7. UNDERGROUND UTILITY LOCATIONS ARE DERIVED FROM MAPS OF RECORD FROM

THE CHEYENNE BOARD OF PUBLIC UTILITIES AND SHOULD NOT BE CONSIDERED AS

EXACT.

8. REFER TO CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL REQUIREMENTS AND COORDINATION.

9. DIMENSION ARE GIVEN TO:

a. BACK OF CURB.

b. EDGE OF SIDEWALK.

c. FACE OF BUILDING FOUNDATION.

10. OPERATING AUTHORITIES:

a. WATER AND SANITARY SEWER LINES - CITY OF CHEYENNE BOARD OF PUBLIC

UTILITIES

b. GAS AND ELECTRIC UTILITY LINES - BLACK HILLS ENERGY

c. TELEPHONE LINES – SPECTRUM

d. CABLE TELEVISION - SPECTRUM

11. ALL SITE LIGHTING SHALL COMPLY WITH CITY OF CHEYENNE UDC.

12. CONTRACTOR SHALL COORDINATE AND NOTIFY UNION PACIFIC RAILROAD AS

REQUIRED FOR ANY WORK THAT ENCROACHES ACROSS THE PROPERTY LINE.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED COORDINATION,

INSURANCE, AND ASSOCIATED COSTS.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS

AND EQUIPMENT FOR A COMPLETE PROJECT FOR ALL WORK REASONABLY

INFERRED, FROM THE CONTRACT DOCUMENTS, WHETHER SHOWN OR SPECIFIED

OR NOT.

C -1

LIC

N S

E D

A R

C H

C T

RAN

Y L

Y E

R S

S T

A T

E O

F W

Y O

D a te

APN: Date Issued:

Drawn By: Checked By:

Sheet Title:

Sheet Number:

T D S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

T h e D e si g n

S tu d io in c

A rc h it e c te ri o r D e si g n

P io n e e r

A v e n u e

C h e y e n n e

W y o m in g

.9 t d s i.

NOTE: THE ORIGINAL DRAWINGS FOR THIS PROJECT ARE 36" X 24". IF YOU HAVE A SMALLER SET, IT HAS BEEN

REDUCED AND DRAWING SCALES ARE NOT VALID.

A-110

ARCHITECTURAL

SITE PLAN -

DEMOLITION

WZB RLB

24.2.451 2024.07.10

C H

E Y

E N

N E

D E

P O

T R

E N

O V

A T

E S

H S

T R

E E

1" = 20'-0" A-110

F1 SITE DEMOLITION PLAN

KEYNOTE LEGEND

1 APPROXIMATE EXTERIOR CONSTRUCTION LIMITS. FIELD VERIFY EXTENTS.

2 UNION PACIFIC RAIL ROAD PROPERTY LINE. CONTRACTOR SHALL HAVE PROPERTY LINE CLEARLY MARKED AND DEFINED FOR ENTIRE SCOPE OF PROJECT (PAINT OR OTHER PERMANENT SURFACE MARKING). DO NOT

ACCESS AND/OR COMPLETE ANY WORK ON UPRR PROPERTY. DO NOT FOUL TRACK UNDER ANY

CIRCUMSTANCE. CONTRACTOR IS RESPONSIBLE FOR ON SITE COORDINATION.

3 UPRR UNDERGROUND CONNECTOR. ACCESS TO THIS SHALL BE MAINTAINED ON ONE SIDE, MINIMUM AT ALL TIMES. COORDINATE WITH UPRR AS REQUIRED WHEN WORK IS OCCURRING THAT WILL IMPACT ACCESS.

4 REMOVE EXISTING CHAIN LINK FENCE AS REQUIRED FOR NEW SCOPE OF WORK. TEMPORARY FENCING SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR TO RESTRICT ACCESS BY PUBLIC AND PREVENT UNAUTHORIZED ACCESS TO UPRR PROPERTY. TEMPORARY FENCE SHALL REMAIN IN PLACE UNTIL NEW

FENCE IS INSTALLED.

5 REMOVE EXISTING CONCRETE SURFACING. REFER TO CIVIL PLANS FOR ADDITIONAL DETAIL AND

COORDINATION.

6 REMOVE EXISTING PLANTER BED INCLUDING WOOD MEMBERS AND COLORED GRAVEL. RELOCATE EXISTING

CONCRETE ABOVE GRADE PLANTERS. RELOCATE TO OWNER SPECIFIED LOCATION ON SITE.

7 REMOVE EXISTING LIGHT POLE AT THIS LOCATION. REFER TO ELECTRICAL.

8 EXISTING LIGHT POLE TO REMAIN. PROTECT AS REQUIRED.

9 EXISTING BRICK PAVERS TO REMAIN.

10 EXISTING CONCRETE PAVER EDGE RESTRAINT TO BE REMOVED. REFER TO CIVIL.

11 PROVIDE TEMPORARY PROJECT BARRIER/FENCE AT THIS LOCATION.

12 EXISTING STONE WINDOW WELLS TO REMAIN. PROTECT AS REQUIRED.

13 PRIMARY CONSTRUCTION ACCESS FOR WEST SITE FROM PARKING LOT. COORDINATE WITH OWNER FOR

STAGING AND CONSTRUCTION PARKING.

14 REMOVE EXISTING WOOD FENCE AND GATE ENTIRELY

15 REMOVE AND SALVAGE EXISTING BLACK METAL FENCE. LOAD ONTO OWNERS TRAILER. COORDINATE PRIOR

TO REMOVAL.

16 REMOVE EXISTING FENCE/GATE AT THIS LOCATION FOR REFINISHED. COMPONENTS THAT CAN BE REMOVED SHALL BE MEDIA BLASTED AND POWDERCOATED. COMPONENTS THAT CANNOT BE REMOVED SHALL BE

REFINISHED AND PAINTED.

17 REMOVE EXISTING LANDSCAPE ROCK AS REQUIRED FOR NEW CONCRETE PAVING. REMOVED ROCK TO

REMAIN ON SITE, DISTRIBUTE EVENLY ACROSS EXISTING LANDSCAPE ROCK TO REMAIN.

18 REMOVE EXISTING CONCRETE TO NEAREST FULL JOINTS AS REQUIRED FOR INSTALLATION OF BOLLARD

AND PUMP OUT PORT FOR GREASE TRAP.

19 REMOVE EXISTING WOOD TIMBER. REFER TO CIVIL.

20 REMOVE EXISTING PAVERS AS REQUIRED FOR INSTALLATION OF SHADE STRUCTURES AND YARD HYDRANT.

REINSTALL PAVERS IN SAME PATTERN AND LOCATION UPON COMPLETION.

21 REMOVE EXISTING SILO INCLUDING ANY ANCHORS IN CONCRETE. GROUT HOLES. SILO MUST BE REMOVED

FROM DEPOT/CITY PROPERTY. DO NOT ENTER UPRR PROPERTY.

22 CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY FENCE ON CITY PROPERTY. APPROXIMATE DIMENSIONS NORTH OF PROPERTY LINE ARE SHOWN, FENCE SHALL BE LOCATED AS FAR NORTH AS FEASIBLE TO COMPLETE SCOPE OF WORK AND MAINTAIN SECURE JOB SITE AREA. FENCE SHALL BE CONTINUOUS WITHOUT OPENINGS. FENCE SHALL BE 6' TALL MINIMUM, SECURELY FASTENED TO EXISTING

SURFACING. DO NOT CROSS PROPERTY LINE ONTO UPRR PROPERTY AT ANY TIME.

23 STRUCTURAL STOOP AT DOOR LOCATIONS, TYPICAL. REFER TO SECTION G1/A-112 FOR DETAILS. EXCAVATE

AS REQUIRED FOR INSTALLATION. DO NOT UNDERMINE FOUNDATION.

24 PRIMARY CONSTRUCTION ACCESS FOR EAST SITE FROM 15TH STREET. COORDINATE WITH OWNER FOR STAGING AND CONSTRUCTION PARKING. DO NOT ENTER UPRR PROPERTY AT ANY TIME. NOTE: EXISTING

HYDRANT AND BOLLARDS TO REMAIN.

OPOPOPOP

O P

OPOPOP

UE UE UE

U E

G G

G G G

GGG

U E

UE UE UE

U E

OPOPOP

FO FO FO

G G G

IRR IRR IRR

OP OP OP

SAN SAN SAN

SS SS SS

T T T

UE UE UE

UTIL UTIL UTIL

W W W

GENERAL NOTES:

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITIES

WHEN WORK BEGINS IN THE VICINITY OF ANY UTILITY LINES AND TO ARRANGE FOR

A REPRESENTATIVE OF THE UTILITY COMPANY TO BE PRESENT IF THE

CONTRACTOR'S OPERATIONS ARE IN CLOSE PROXIMITY TO ANY LINES IN THEIR

EXISTING OR RELOCATED POSITIONS WHICH COULD CREATE A HAZARDOUS

CONDITION. ALL WORK REQUIRES NOTIFICATION OF THE WYOMING “ONE-CALL”

CENTER PRIOR TO MOBILIZATION.

2. ALL WORK IN THE RIGHT-OF-WAY (ROW) REQUIRES A "RIGHT-OF-WAY

ENCROACHMENT PERMIT". TWO SETS OF APPROVED (SIGNED) PLANS (TO BE

PROVIDED BY THE CIVIL ENGINEER) SHALL ACCOMPANY THE ROW PERMIT

APPLICATION AS WELL AS A TRAFFIC CONTROL PLAN (CONTRACTOR'S

RESPONSIBILITY). WORK IN THE ROW SHALL NOT BEGIN UNTIL THE PERMIT HAS

BEEN APPROVED AND ISSUED.

3. ALL WORK IN THE CITY ROW SHALL CONFORM TO THE "CITY OF CHEYENNE &

BOARD OF PUBLIC UTILITIES CONSTRUCTION SPECIFICATIONS AND STANDARD

DRAWINGS”.

4. SUBMITTALS FOR MATERIALS TO BE PLACED IN THE CITY ROW, INCLUDING

CONCRETE MIX DESIGNS, SHALL BE SUBMITTED TO THE CITY OF CHEYENNE

CONSTRUCTION DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION.

5. ALL WORK IN THE CITY ROW SHALL BE TESTED AND OBSERVED IN ACCORDANCE

WITH CITY OF CHEYENNE SPECIFICATIONS. ALL TEST RESULTS SHALL BE

FORWARDED TO THE CITY CONSTRUCTION DEPARTMENT.

6. THIS SITE PLAN IS BASED UPON A SURVEY PREPARED BY:

STEIL SURVEYING, LLC

1102 WEST 19TH STREET

CHEYENNE, WYOMING 82001

7. UNDERGROUND UTILITY LOCATIONS ARE DERIVED FROM MAPS OF RECORD FROM

THE CHEYENNE BOARD OF PUBLIC UTILITIES AND SHOULD NOT BE CONSIDERED AS

EXACT.

8. REFER TO CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL REQUIREMENTS AND COORDINATION.

9. DIMENSION ARE GIVEN TO:

a. BACK OF CURB.

b. EDGE OF SIDEWALK.

c. FACE OF BUILDING FOUNDATION.

10. OPERATING AUTHORITIES:

a. WATER AND SANITARY SEWER LINES - CITY OF CHEYENNE BOARD OF PUBLIC

UTILITIES

b. GAS AND ELECTRIC UTILITY LINES - BLACK HILLS ENERGY

c. TELEPHONE LINES – SPECTRUM

d. CABLE TELEVISION - SPECTRUM

11. ALL SITE LIGHTING SHALL COMPLY WITH CITY OF CHEYENNE UDC.

12. CONTRACTOR SHALL COORDINATE AND NOTIFY UNION PACIFIC RAILROAD AS

REQUIRED FOR ANY WORK THAT ENCROACHES ACROSS THE PROPERTY LINE.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED COORDINATION,

INSURANCE, AND ASSOCIATED COSTS.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS

AND EQUIPMENT FOR A COMPLETE PROJECT FOR ALL WORK REASONABLY

INFERRED, FROM THE CONTRACT DOCUMENTS, WHETHER SHOWN OR SPECIFIED

OR NOT.

SITE MATERIAL INDICATIONS:

CONCRETE PAVING

ASPHALT PAVING

BRICK PAVERS

GRAVEL SURFACING

A-112

A-172 G1

5'-0"

4 910

8'-0"

A-112

Sim

14 15

17 17

A-112

A-112 K1

A-112

1. LEGAL DESCRIPTION: DEPOT CENTER ADDITION: LOT 1, BLOCK 1

2. ADDRESS OF THE SITE: 151 WEST 15TH STREET, CHEYENNE,

WYOMING 82001

3. ZONING DISTRICT: CBD

4. COMPUTATION TABLE:

A. TOTAL SITE AREA: 4 ACRES, MORE OR LESS

B. BUILDING AREA: N/A (EXISTING)

C. PARKING REQUIREMENTS:

1. PARKING RATIO BY ZONING ORDINANCE:

NOT APPLICABLE IN CBD ZONE.

2. TOTAL PARKING STALLS REQUIRED:

a. PER UDC CHAPTER 6.2.4 PARKING REQUIREMENTS AND

STANDARDS OF THE CURRENT CITY CODE:

1. TOTAL PARKING SPACES REQUIRED: NOT

APPLICABLE IN CBD ZONE.

2. HANDICAP ACCESSIBLE STALLS REQUIRED:

NOT APPLICABLE IN CBD ZONE.

3. PARKING PROVISIONS:

a. REGULAR STALLS:

1. SIZE: 9’ X 18’-6”

(UNLESS NOTED OTHERWISE)

2. QUANTITY:

b. HANDICAP ACCESSIBLE STALLS:

1. SIZE:

a. VAN ACCESSIBLE: 8’ X 18’-6”

WITH 8’ X 18’-6” ACCESS AISLE

2. QUANTITY: EXISTING TO REMAIN.

c. TOTAL PARKING STALLS: EXISTING TO REMAIN.

D. PROPERTY COVERAGE:

1. MAXIMUM BY ZONING ORDINANCE: 100%

2. ACTUAL:

a. BUILDING: N/A - EXISTING

b. PARKING: N/A - EXISTING

c. OUTSIDE STORAGE:

1. TRASH RECEPTACLE ENCLOSURE: NA - EXISTING

d. SIDEWALKS: N/A - EXISTING

e. DRIVEWAYS: N/A - EXISTING

f. SUBTOTAL: N/A - EXISTING

g. PERCENTAGE COVERAGE: <100%

E. SETBACKS REQUIRED: NOT APPLICABLE IN CBD ZONE.

F. ESTIMATED TRIPS PER DAY GENERATED BY THE USE: N/A

G. BUILDING HEIGHT: N/A

H. LANDSCAPE SETBACKS: NOT APPLICABLE IN CBD ZONE.

GENERAL SITE PLAN DATA:

FIBER OPTIC

NATURAL GAS

IRRIGATION WATER

OVERHEAD POWER

SANITARY SEWER

STORM SEWER

TELEPHONE

UNDERGROUND ELECTRICAL

WATER

MISCELLANEOUS UTILITY

SITE UTILITY LEGEND

NOTE: EXISTING UTILITIES ARE SHOWN IN GREY

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Sheet Title:

Sheet Number:

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NOTE: THE ORIGINAL DRAWINGS FOR THIS PROJECT ARE 36" X 24". IF YOU HAVE A SMALLER SET, IT HAS BEEN

REDUCED AND DRAWING SCALES ARE NOT VALID.

A-111

ARCHITECTURAL

SITE PLAN -

NEW

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1" = 20'-0" A-111

F1 SITE PLAN - NEW

KEYNOTE LEGEND

1 NEW DOUBLE PEDESTRIAN GATES.

2 NEW CONCRETE PAVING TO NEAREST FULL JOINTS AT LOCATION OF BOLLARD AND

INSTALLATION OF GREASE PUMP OUT PORT.

3 NEW BRICK PAVERS SURFACING AT LOCATION SHOWN. COORDINATE NEW IN GROUND

LIGHTS. REFER TO ELECTRICAL. EXISTING FLAG POLES TO REMAIN. PROTECT AS

REQUIRED.

4 NEW CONCRETE PAVING. REFER TO CIVIL.

5 BOLLARDS WITH COVER. TYPICAL (QTY. 6)

6 NEW DOUBLE 7' 0" VEHICULAR ACCESS GATES. INSTALL DROP PINS AND SLEEVES

WITH GATE.

7 NEW DECORATIVE METAL FENCE. FENCE SHALL BE CONTINUOUS. FENCE EXTENDS TO

WEST TO WEST EDGE OF PARKING LOT. REFER TO CIVIL FOR ADDITIONAL DETAIL.

8 NEW BRICK PAVERS. INSTALLATION PATTERN SHALL MATCH EXISTING PAVERS. REFER

TO CIVIL.

9 DOOR LANDING AND RAMP WITH HANDRAILS. REFER TO CIVIL AND SECTION FOR

ADDITIONAL DETAIL.

10 NEW STONE CAP. REFER TO SECTION.

11 NEW SINGLE PEDESTRIAN GATES. FREE EGRESS FROM UPRR SIDE ONLY, LOCKED

FROM DEPOT

12 NEW CONCRETE WALK TO CONNECT TO EXISTING PATIO AREA TO ALLOW EGRESS

PATH TO GATES ON EAST SIDE. REFER TO CIVIL.

13 CLEAN AND REPAINT EXISTING PIPE AND BOLLARD RAILING LOCATED ON DEPOT

PROPERTY.

14 UNION PACIFIC RAIL ROAD PROPERTY LINE. CONTRACTOR SHALL HAVE PROPERTY

LINE CLEARLY MARKED AND DEFINED FOR ENTIRE SCOPE OF PROJECT (PAINT OR

OTHER PERMANENT SURFACE MARKING). DO NOT ACCESS AND/OR COMPLETE ANY

WORK ON UPRR PROPERTY. DO NOT FOUL TRACK UNDER ANY CIRCUMSTANCE.

CONTRACTOR IS RESPONSIBLE FOR ON SITE COORDINATION.

15 CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY FENCE ON CITY PROPERTY.

APPROXIMATE DIMENSIONS NORTH OF PROPERTY LINE ARE SHOWN, FENCE SHALL BE

LOCATED AS FAR NORTH AS FEASIBLE TO COMPLETE SCOPE OF WORK AND MAINTAIN

SECURE JOB SITE AREA. FENCE SHALL BE CONTINUOUS WITHOUT OPENINGS. FENCE

SHALL BE 6' TALL MINIMUM, SECURELY FASTENED TO EXISTING SURFACING. DO NOT

CROSS PROPERTY LINE ONTO UPRR PROPERTY AT ANY TIME.

16 NEW DECORATIVE METAL FENCE. FENCE SHALL BE CONTINUOUS. FENCE SHALL BE

INSTALLED ON CITY PROPERTY, IN SAME GENERAL LOCATION AS EXISTING ON EAST

SIDE OF PROJECT. REFER TO CIVIL FOR ADDITIONAL DETAIL.

17 STRUCTURAL STOOP AT DOOR LOCATIONS, TYPICAL. REFER TO SECTION G1/A-112 FOR

DETAILS. EXCAVATE AS REQUIRED FOR INSTALLATION. DO NOT UNDERMINE

FOUNDATION.

18 PRIMARY CONSTRUCTION ACCESS FOR EAST SITE FROM 15TH STREET. COORDINATE

WITH OWNER FOR STAGING AND CONSTRUCTION PARKING. DO NOT ENTER UPRR

PROPERTY AT ANY TIME. NOTE: EXISTING HYDRANT AND BOLLARDS TO REMAIN.

19 PRIMARY CONSTRUCTION ACCESS FOR WEST SITE FROM PARKING LOT. COORDINATE

WITH OWNER FOR STAGING AND CONSTRUCTION PARKING.

GENERAL NOTES:

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITIES

WHEN WORK BEGINS IN THE VICINITY OF ANY UTILITY LINES AND TO ARRANGE FOR

A REPRESENTATIVE OF THE UTILITY COMPANY TO BE PRESENT IF THE

CONTRACTOR'S OPERATIONS ARE IN CLOSE PROXIMITY TO ANY LINES IN THEIR

EXISTING OR RELOCATED POSITIONS WHICH COULD CREATE A HAZARDOUS

CONDITION. ALL WORK REQUIRES NOTIFICATION OF THE WYOMING “ONE-CALL”

CENTER PRIOR TO MOBILIZATION.

2. ALL WORK IN THE RIGHT-OF-WAY (ROW) REQUIRES A "RIGHT-OF-WAY

ENCROACHMENT PERMIT". TWO SETS OF APPROVED (SIGNED) PLANS (TO BE

PROVIDED BY THE CIVIL ENGINEER) SHALL ACCOMPANY THE ROW PERMIT

APPLICATION AS WELL AS A TRAFFIC CONTROL PLAN (CONTRACTOR'S

RESPONSIBILITY). WORK IN THE ROW SHALL NOT BEGIN UNTIL THE PERMIT HAS

BEEN APPROVED AND ISSUED.

3. ALL WORK IN THE CITY ROW SHALL CONFORM TO THE "CITY OF CHEYENNE &

BOARD OF PUBLIC UTILITIES CONSTRUCTION SPECIFICATIONS AND STANDARD

DRAWINGS”.

4. SUBMITTALS FOR MATERIALS TO BE PLACED IN THE CITY ROW, INCLUDING

CONCRETE MIX DESIGNS, SHALL BE SUBMITTED TO THE CITY OF CHEYENNE

CONSTRUCTION DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION.

5. ALL WORK IN THE CITY ROW SHALL BE TESTED AND OBSERVED IN ACCORDANCE

WITH CITY OF CHEYENNE SPECIFICATIONS. ALL TEST RESULTS SHALL BE

FORWARDED TO THE CITY CONSTRUCTION DEPARTMENT.

6. THIS SITE PLAN IS BASED UPON A SURVEY PREPARED BY:

STEIL SURVEYING, LLC

1102 WEST 19TH STREET

CHEYENNE, WYOMING 82001

7. UNDERGROUND UTILITY LOCATIONS ARE DERIVED FROM MAPS OF RECORD FROM

THE CHEYENNE BOARD OF PUBLIC UTILITIES AND SHOULD NOT BE CONSIDERED AS

EXACT.

8. REFER TO CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL REQUIREMENTS AND COORDINATION.

9. DIMENSION ARE GIVEN TO:

a. BACK OF CURB.

b. EDGE OF SIDEWALK.

c. FACE OF BUILDING FOUNDATION.

10. OPERATING AUTHORITIES:

a. WATER AND SANITARY SEWER LINES - CITY OF CHEYENNE BOARD OF PUBLIC

UTILITIES

b. GAS AND ELECTRIC UTILITY LINES - BLACK HILLS ENERGY

c. TELEPHONE LINES – SPECTRUM

d. CABLE TELEVISION - SPECTRUM

11. ALL SITE LIGHTING SHALL COMPLY WITH CITY OF CHEYENNE UDC.

12. CONTRACTOR SHALL COORDINATE AND NOTIFY UNION PACIFIC RAILROAD AS

REQUIRED FOR ANY WORK THAT ENCROACHES ACROSS THE PROPERTY LINE.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED COORDINATION,

INSURANCE, AND ASSOCIATED COSTS.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS

AND EQUIPMENT FOR A COMPLETE PROJECT FOR ALL WORK REASONABLY

INFERRED, FROM THE CONTRACT DOCUMENTS, WHETHER SHOWN OR SPECIFIED

OR NOT.

16" Ø

DRAINAGE FILL

CAST-IN-PLACE

CONCRETE

SURFACING

6" Ø GALVANIZED

STEEL PIPE, FILLED

WITH CONCRETE

BOLLARD COVER

SURFACING

6" Ø GALVANIZED STEEL PIPE, WITH ROUND

SURFACE MOUNT BASE PLATE WELDED TO PIPE.

BASE SHALL HAVE OPENING TO ALLOW PIPE

INSTALLATION OVER PUMP OUT PLUMBING PIPE.

INSTALL WITH FOUR FASTENERS, EQUAL

SPACING, STAINLESS STEEL.

BOLLARD COVER. FIELD CUT AT TOP OF

BOLLARD INTO TWO PIECES TO ALLOW

INSTALL OF PUMP OUT FITTING.

L D

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1" X 1/4" STEEL STRAP. WELDED TO

BOLLARD AFTER PUMP OUT PORT AND

FITTING INSTALLED. PROTECT PLUMBING. 3

LOCATIONS MINIMUM.

TOP SECTION OF CUT BOLLARD

COVER TO BE CAREFULLY

NOTCHED TO FIT AROUND

PUMP OUT PORT. FASTEN TO

STEEL STRAPS WITH HEX HEAD

FASTENERS, PAINT TO MATCH

BOLLARD.

PUMP OUT PIPING FROM GREASE

TRAP. REFER TO PLUMBING.

SURFACING

ROUTE CONDUIT INSIDE OF BOLLARD. INSTALL

WEATHERPROOF RECEPTACLE NEAR TOP OF BOLLARD,

ALLOWING BOLLARD CAP TO STILL BE INSTALLED. MOUNT

RECEPTACLE TO WIDER FACE OF BOLLARD.

BOLLARD (6"X 4") WITH BASEPLATE

MOUNTING BRACKET

CONDUIT/WIRING. REFER

TO ELECTRICAL.

NOTE: REFER TO ELECTRICAL PLAN FOR QUANTITY AND

LOCATION OF EXTERIOR RECEPTACLES IN BOLLARDS.

FIELD LOCATE PRIOR TO INSTALLATION WITH ARCHITECT.

SURFACING

BOLLARD CAP

BOLLARD (6"X 4") WITH BASEPLATE

MOUNTING BRACKET (SHOWN AS

TRANSPARENT FOR CLARITY ONLY)

DOMESTIC WATER PIPING.

REFER TO PLUMBING.

YARD HYDRANT (LOCKING).

REFER TO PLUMBING.

STRAP YARD HYDRANT PIPING

TO BOLLARD WITH STAINLESS

THROUGH BOLTS AND NUTS.

NOTE: REFER TO PLUMBING PLAN FOR QUANTITY AND

LOCATION OF EXTERIOR YARD HYDRANTS. FIELD LOCATE

PRIOR TO INSTALLATION WITH ARCHITECT.

MAIN LEVEL

100' - 0"

5'-0" MIN.

1 1/2"

EQ.

4'0" MAX.

EQ.

MIN.

1'-0"

EXISTING FOUNDATION WALL

PROVIDE BOND BREAK

BETWEEN FLOW FILL AND

STONE FOUNDATION, TYPICAL.

FLOW FILL OR 3500 PSI CONCRETE

AT EACH DOOR LOCATION WITHIN

PROJECT SCOPE, INCLUDING

EXISTING DOORS. WIDTH SHALL

MATCH DOOR WIDTH OR 5'0"

MINIMUM, WHICHEVER IS GREATER.

UNDISTURBED SUB GRADE

COMPACTED BASE, REFER TO CIVIL

CONCRETE PAVING, REFER TO CIVIL

HANDRAIL GENERAL NOTES:

1. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO FABRICATION. HANDRAIL SHALL BE FIELD POWDERCOATED AFTER

FABRICATION.

2. HANDRAIL SHALL BE SMOOTH AND FREE FROM BURRS AND SHARP EDGES

3. ALL CORNERS SHALL BE RADIUSED AND HAVE SMOOTH SURFACES (NO KINKS).

4. HANDRAIL ATTACHMENT TO SURFACE SHALL BE VIA EMBED PLATES. WELD POSTS TO EMBED PLATES. EPOXY PAINT EMBED PLATES AND

EXPOSED WELDED SURFACE OF POSTS, TYPICAL. EMBED PLATE IS PROPOSED AS 4"X4"X1/4" STEEL PLATE WITH #4 X 10" VERTICAL REBAR WELDED TO PLATE AT EACH CORNER (4 LOCATIONS PER PLATE). PLATE SHALL BE GALVANIZED OR EPOXY PAINTED. PAINT ALL WELDS FROM

POST TO PLATE.

5. HANDRAIL SHALL MEET ALL APPLICABLE CODES (IBC, ADA, ETC.)

6. HANDRAIL OCCURS AT DOORS 110 & 112, EACH SIDE OF LANDING/RAMP, 4 LOCATIONS TOTAL.

EDGE RESTRAINT. MATCH

SLOPE OF RAMP. REQUIRED AT

EDGE OF RAMP AND LANDING

(NOT REQUIRED WHERE STONE

CAP IS PRESENT)

EXTERIOR DOOR

NEW 3" THICK STONE CAP (TYPE 2), TYPICAL TWO LOCATIONS (DOOR 112). PLACE CAP

ON TOP OF EXISTING STONE VESTIBULE WALLS AT EXTERIOR DOOR. NEW STONE CAP

SHALL OVERHANG BY 1 1/2" EACH SIDE, SLOPE TO DRAIN EACH WAY. PROVIDE AND

INSTALL STONE (TYPE 1) INFILL AT EXISTING STONE VESTIBULE WALL INSIDE FACE.

APPROXIMATE DIMENSIONS OF CAP ARE 68" x 22" x 3", FIELD VERIFY ALL DIMENSIONS.

EQ. EQ.

.LANDINGRAMP

ALIGN

TYPICAL

12" Ø

DRAINAGE FILL

CAST-IN-PLACE

CONCRETE

SURFACING

4'-3 1/2"

SINGLE PEDESTRIAN GATE - DIRECT BURY

TOTAL QUANTITY = 3

THREAT SIDE SECURE SIDE

(EGRESS)

VERIFY HANDING PER PLAN

GATES SHALL OPEN IN DIRECTION

OF EGRESS AS SHOWN ON PLAN.

TYPICAL

12" Ø

DRAINAGE FILL

CAST-IN-PLACE

CONCRETE

SURFACING

DOUBLE PEDESTRIAN GATE - FLANGE MOUNT

INSTALL ON 3"X3" POSTS EACH SIDE

TOTAL QUANTITY = 2 SETS (4 GATES, 2 PER SET)

THREAT SIDE SECURE SIDE

(EGRESS)

8'-9"

REMOVABLE CENTER

MULLION

GATES SHALL OPEN IN DIRECTION

OF EGRESS AS SHOWN ON PLAN.

TYPICAL

12" Ø

DRAINAGE FILL

CAST-IN-PLACE

CONCRETE

SURFACING

VEHICLE GATES:

• TOTAL QUANTITY = 2 GATE LEAFS, 7'-0" WIDE EACH LEAF; ± 14' 0" OVERALL OPENING WIDTH

• ACCESSORIES:

1. PADLOCK CAPABLE HASP/LOCK

2. CANE BOLTS - DROP RODS WITH SLEEVES IN GROUND, EACH LEAF

DECORATIVE METAL FENCE GENERAL NOTES:

• HEIGHT: 6'0"

• LENGTH: REFER TO PLANS.

• POST SPACING: 8' 0" O.C. NOMINAL, UNLESS CONDITIONS REQUIRE OTHERWISE.

• AT LOCATIONS WHERE FENCE IS TO BE INSTALLED IN NEW CONCRETE, CONTRACTOR SHALL SLEEVE POST LOCATIONS, AND INSTALL POSTS WITH NON SHRINK GROUT.

H E

' 0

3 3/4" MAX. SPACING

DECORATIVE METAL FENCE

VEHICLE ACCESS GATES C

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NOTE: THE ORIGINAL DRAWINGS FOR THIS PROJECT ARE 36" X 24". IF YOU HAVE A SMALLER SET, IT HAS BEEN

REDUCED AND DRAWING SCALES ARE NOT VALID.

A-112

SITE DETAILS

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1/2" = 1'-0" A-112

C1 STANDARD BOLLAR WITH COVER

1/2" = 1'-0" A-112

C4 BOLLARD WITH COVER FOR GREASE PUMP OUT

1/2" = 1'-0" A-112

C8 BOLLARD FOR ELECTRICAL RECEPTACLE

1/2" = 1'-0" A-112

C11 BOLLARD - YARD HYDRANT

1/2" = 1'-0" A-112

G1 HANDRAIL FOR DOOR LANDING AND RAMP

NTS A-112

K1 SINGLE PEDESTRIAN GATE

NTS A-112

K7 DOUBLE PEDESTRIAN GATE

NTS A-112

G8 DECORATIVE METAL FENCE AND VEHICLE GATE DETAIL

1 2 3 4 5

A-122 K7

A-122 K1

LOBBY

STAIR

VESTIBULE

MEN'S RR

WOMEN'S RR

VESTIBULE

ENTRY

VESTIBULE

DEPOT MUSEUM

CAFE

104 105 199

1 2

GENERAL DEMOLITION NOTES:

1. INFORMATION REGARDING THE EXISTING BUILDING CONSTRUCTION IS BASED

UPON VARIOUS CONSTRUCTION DOCUMENTS.

2. EXISTING SURFACES TO REMAIN SHALL BE PROTECTED AS REQUIRED FOR THE

DURATION OF THE SCOPE OF WORK.

3. UNLESS NOTED OTHERWISE, WHERE PARTITIONS OR WALLS ARE SHOWN TO BE

REMOVED, ALSO REMOVE DOORS, WINDOWS, ETC. WITHIN AND ON THOSE

PARTITIONS OR WALLS.

4. AT THE EXISTING RESTROOMS REMOVE:

A. EXISTING TOILET PARTITIONS

B. EXISTING WATERCLOSETS, LAVATORIES, AND URINALS. REMOVE ASSOCIATED

PIPING WHERE NECESSARY FOR PROPER INSTALLATION OF NEW FIXTURES IN

NEW LOCATIONS.

C. EXISTING TOILET ACCESSORIES.

5. EGRESS FROM BUILDING SHALL REMAIN. DO NOT MAKE MORE THAN TWO

EXTERIOR DOORS INACTIVE AT ANY ONE TIME. COORDINTATE WITH OWNER

REGARDING SCHEDULE OF REMOVAL AND COORDINATING ACCESS TO AFFECTED

AREAS OF BUILDING.

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Drawn By: Checked By:

Sheet Title:

Sheet Number:

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NOTE: THE ORIGINAL DRAWINGS FOR THIS PROJECT ARE 36" X 24". IF YOU HAVE A SMALLER SET, IT HAS BEEN

REDUCED AND DRAWING SCALES ARE NOT VALID.

A-121

MAIN LEVEL

DEMOLITION

PLAN

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3/32" = 1'-0" A-121

G1 MAIN LEVEL - DEMO

KEYNOTE LEGEND

1 REMOVE AND SALVAGE EXISTING WOOD DOOR (RETURN DOOR TO OWNER).

SIDELITES, FRAME AND TRIM TO REMAIN. REMOVE AND REPLACE ANY

DAMAGED WOOD AND REPLACE WITH NEW TRIM, MATCH PROFILE AND

DIMENSIONS.

2 REMOVE EXISTING SIDELITES AND DOOR TO TRANSOM/HEADER (RETURN DOOR

TO OWNER). REFER TO DOOR ELEVATION AND SECTION FOR ADDITIONAL

DETAIL.

3 IN FLOOR TRAIN MAP DISPLAY: CAREFULLY REMOVE EXISTING ± 3" DIAMETER

LENSES IN MAP DISPLAY. LENSES APPEAR TO BE SET IN HOUSING WITH

ADHESIVE. LENSES ARE LOCATED AT 17 LOCATIONS ACROSS MAP,

APPROXIMATE LOCATIONS SHOWN. CLEAN HOUSING AND CONFIRM FIBER

OPTIC LIGHT OPERATION AT EACH LOCATION. PROVIDE TEMPORARY

BARRICADE AROUND TRAIN MAP DURING WORK, AND WHEN ANY LENSES ARE

REMOVED. COORDINATE ANY LOUD WORK WITH OWNER.

4 REMOVE DAMAGED FLOOR TILE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 27, 2025.