A04_Great_Plains_Nature_Center_Drawings.pdf

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DRAWING LIST

GENERAL

G-001 COVER

CIVIL

C-001 CIVIL NOTES, ABBREVIATIONS, LEGEND,

C-100 CIVIL SITE PLAN

C-101 CIVIL GRADING AND STORM WATER PLAN

C-200 CIVIL DETAILS

ARCH

A001 GENERAL INFORMATION AND ABBREVIATIONS

A003 ABA DETAILS

A004 ABA DETAILS

A072 DEMOLITION PLANS - LEVEL 1 - OVERALL

A073 DEMOLITION PLANS - AREA A

A074 DEMOLITION PLANS - AREA B

A075 DEMOLITION PLANS - AREA C

A111 FLOOR PLAN - BASEMENT

A112 FLOOR PLAN - LEVEL 1 - OVERALL

A113 FLOOR PLAN - LEVEL 1 - AREA A

A114 FLOOR PLAN - LEVEL 1 - AREA B

A115 FLOOR PLAN - LEVEL 1 - AREA C

A116 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A203 EXTERIOR ELEVATIONS

A422 ENLARGED RESTROOM PLANS & INTERIOR

ELEVATIONS

A423 ENLARGED RESTROOM PLANS & INTERIOR

ELEVATIONS

A601 DOOR SCHEDULE / DOOR AND FRAME ELEVATIONS

A611 ROOM FINISH SCHEDULE

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES AND SPECIAL

INSPECTIONS

S-100 FOUNDATION PLAN AREA A

S-101 FOUNDATION PLAN AREA B

S-102 FOUNDATION PLAN AREA C

S-200 TYPICAL DETAILS AND SECTIONS

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6232 EAST 29TH ST WICHITA KS 67220

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ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

PAGES OR DIVISIONS COVERED:

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NAME:

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PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL

ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

GREGORY HARTLEY

06/19/2026

04/30/2028

C-001 - C-200

ROBERT EKSTROM

06/12/2026

06/30/2026

A-001- A-611

DAVID PUSKAS

06/19/2026

04/30/2027

S-001 - S-200

PINE TREETREE

ABOVE GROUND TELEPHONE LINE

EXIST. UNDERGROUND STORM SEWER

ABOVE GROUND POWER CONDUIT

UNDERGROUND POWER CONDUIT

UNDERGROUND GAS MAIN

UNDERGROUND WATER MAIN

UNDERGROUND TELEPHONE LINE

SANITARY SEWER

APPROX. GRADING LIMIT

INTERMEDIATE CONTOURS

GATE

INDEX CONTOURS

RR SIGNAL (SIGN)

SPREADER

BUSH

FLAG POLE

GUY ANCHOR

POWER POLE

LIGHT, TV, TEL, POW POLE

TEL, POW POLE

TV, TEL POLE

TV, POW POLE

TV, TEL, POW POLE

TRAFF SIGNAL POLE

TRAFF SIGNAL W/LIGHT

TRAFF JUNC BOX

TRAFF CONTROL BOX

LIGHTING CONTROL BOX

MISC SIGN

STREET SIGN

TEL POLE

GUY POLE

BBQ GRILL

CLOTHES LINE POLE

SATELLITE DISH

BASKETBALL GOAL

MAILBOX

YARD LIGHT

LAWN SPRINKLER

AIR CONDITIONER UNIT

AIR RELIEF VALVE

POST

SPOT ELEVATION

PARKING METER

RR SIGNAL BOX

BURIED TEL MARKER

PAY TELEPHONE

DOWN SPOUT

CABLE TV RISER

TEL RISER

SANITARY MANHOLE

LAMP HOLE

SUMP

STORM JUNC BOX

STORM MANHOLE

RIGHT-OF-WAY MARKER

TEST HOLE (SOIL BORING)

WATER HYDRANT

ELEC METER

TEL MANHOLE

ELEC MANHOLE

ELEC RISER

WATER METER PIT

FIRE HYDRANT

LIGHT, TV, POW POLE

LIGHT, TV, TEL POLE

SURVEY TIE

BENCH MARK

WATER VALVE

WATER METER

LIGHT, TEL, POW POLE

LIGHT, TEL POLE

LIGHT, POWER POLE

LAMP POST SECTION CORNER

CONTROL POINT

EXTRA TRAV POINT

PROPERTY PIN

BURIED GAS MARKER

GAS METER

GAS TEST VALVE

GAS VALVE

SW TO THE FRONT FACE

OF A CONC SIDEWALK

E TO THE FRONT FACE

OF A 6"HACKBERRY

NE TO THE FRONT FACE OF A

STONE POST WOOD RAIL FENCE

CP#1: SET A 1/2"REBAR W/ A CONTROL POINT CAP

103'± NORTHWEST OF THE FRONT ENTRANCE TO THE

NATURE CENTER BUILDING

N=1,705,362.577 E=1,669,697.273

SW TO THE FRONT

FACE OF A 8"CEDAR

N TO THE FRONT FACE

OF A 9"CEDAR

ENE TO THE SOUTHWEST

CORNER OF THE NATURE

CENTER BUILDING

CP#2: SET A 1/2"REBAR W/ A CONTROL POINT CAP

BETWEEN THE TWO PARKING LOTS FOR THE NATURE CENTER BUILDING

N=1,705,173.157 E=1,669,456.947

NW TO THE FRONT

FACE OF A 15"TREE

N TO THE MOST SOUTHERLY CORNER OF

THE NATURE CENTER BUILDING

ENE TO A FENCE POST FOR A

CHAIN-LINK FENCE

CP#3: SET A 1/2"REBAR W/ A CONTROL POINT CAP

122'± SOUTH OF THE BACK ENTRANCE TO THE

NATURE CENTER BUILDING

N=1,705,100.984 E=1,669,794.408

34.1'

12.2'

.1'

11.1'

.9

92.9'

52.6'

.9

54.3'

BENCHMARK #1:

NORTH FLANGE BOLT OF A FIRE HYDRANT 94'±

NORTH OF THE NORTH BUILDING FACE, NEAR

THE WEST END OF THE BUILDING.

ELEVATION=1362.49'

BENCHMARK #2:

NORTH SIDE OF A 24" CONCRETE BASE OF A LIGHT

POLE 75'± SOUTH OF THE SOUTH BUILDING FACE,

NEAR THE WEST END OF THE BUILDING.

ELEVATION=1364.99'

BENCHMARK #3:

SOUTHWEST CORNER OF A 8" CONCRETE WALL ON

THE EAST SIDE OF LOADING DOCK ON THE SOUTH

SIDE OF THE BUILDING.

ELEVATION=1363.59'

9777 PYRAMID COURT, SUITE 265

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W0153.00 1" = 20' 6/19/2026

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GENERAL

1. THE CONTRACTOR SHALL OBTAIN, OR VERIFY THAT ALL REQUIRED PERMITS, LICENSES, APPROVALS, AND INSPECTIONS HAVE BEEN OBTAINED FROM APPLICABLE FEDERAL, STATE, COUNTY, CITY, AND OTHER

GOVERNING AGENCIES PRIOR TO COMMENCING CONSTRUCTION.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, PROJECT SPECIFICATIONS, APPLICABLE CODES, GOVERNING AGENCY REQUIREMENTS, AND ALL FEDERAL, STATE, AND

LOCAL LAWS, RULES, AND REGULATIONS.

3. ALL CONSTRUCTION OPERATIONS SHALL COMPLY WITH APPLICABLE OSHA REGULATIONS AND THE CURRENT

EDITION OF EM 385-1-1, SAFETY AND HEALTH REQUIREMENTS MANUAL.

4. ALL SITE WORK SHALL COMPLY WITH APPLICABLE ENVIRONMENTAL REQUIREMENTS, PERMITS, AND

REGULATIONS.

5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SAFETY PRECAUTIONS, AND QUALITY CONTROL. THE GOVERNMENT AND

ENGINEER DISCLAIM RESPONSIBILITY FOR CONSTRUCTION MEANS AND METHODS.

6. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ADJACENT OPERATIONS, UTILITY OWNERS, OTHER CONTRACTORS, PROPERTY OWNERS, AND AFFECTED PARTIES AS NECESSARY TO

COMPLETE THE WORK.

EXISTING CONDITIONS, SURVEY, AND QUANTITIES

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, GRADES, AND SITE FEATURES IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR AND THE ENGINEER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THE AFFECTED WORK.

2. ALL QUANTITIES SHOWN ON THE PLANS, REFERENCED IN THE SPECIFICATIONS, OR OTHERWISE PROVIDED ARE APPROXIMATE AND FURNISHED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL

VERIFY ALL QUANTITIES REQUIRED FOR BIDDING AND CONSTRUCTION.

3. DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.

4. TOPOGRAPHIC AND SURVEY INFORMATION SHOWN ON THESE PLANS IS BASED ON A FIELD SURVEY

COMPLETED NOVEMBER 2020. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO

CONSTRUCTION.

5. GEOTECHNICAL DESIGN CRITERIA AND CONSTRUCTION REQUIREMENTS ARE BASED ON THE PROJECT GEOTECHNICAL REPORT. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RECOMMENDATIONS

CONTAINED THEREIN.

6. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND

PLATS FOR EXACT INFORMATION.

DEMOLITION

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE GOVERNMENT, DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES, ALL ITEMS TO BE REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY THAT

ARE REQUIRED TO BE REMOVED FOR INSTALLATION OF THE NEW WORK.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK AND SHALL VERIFY WHICH UTILITIES WILL BE REMOVED BY THE UTILITY COMPANY. ANY UTILITIES NOT REMOVED BY THE

UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR.

3. ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION

CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE.

4. SLABS ON GRADE SHALL BE REMOVED COMPLETELY AND TAKEN OFF-SITE.

5. ALL EXISTING TREES REQUIRING REMOVAL THAT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE

REMOVED ONLY IF RELOCATED TO AN APPROVED ALTERNATE LOCATION ON-SITE.

6. QUESTIONS CONCERNING THE DEMOLITION PLAN SHALL BE DIRECTED TO THE ENGINEER PRIOR TO

CONTINUING WORK.

TRAFFIC CONTROL AND PAVEMENT MARKINGS

1. TEMPORARY TRAFFIC CONTROL SHALL BE PROVIDED, MAINTAINED, AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD), APPLICABLE FEDERAL REQUIREMENTS, AND LOCAL JURISDICTIONAL STANDARDS.

2. ALL PAVEMENT MARKINGS, STRIPING, TRAFFIC CONTROL DEVICES, AND SIGNAGE SHALL CONFORM TO THE

LATEST EDITION OF THE MUTCD UNLESS OTHERWISE NOTED.

UTILITIES

1. THE CONTRACTOR SHALL CONTACT KANSAS ONE CALL AND ALL KNOWN UTILITY OWNERS PRIOR TO ANY EXCAVATION OR OTHER ACTIVITIES THAT MAY IMPACT EXISTING UTILITIES, IN ACCORDANCE WITH

APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING ABOVEGROUND AND UNDERGROUND UTILITIES AND CONFIRM THERE IS NO INTERFERENCE BETWEEN EXISTING UTILITIES AND THE PROPOSED WORK. UTILITY LOCATIONS SHOWN ON THE PLANS ARE

APPROXIMATE ONLY AND PROVIDED FOR INFORMATIONAL PURPOSES.

3. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, TYPE, AND ELEVATION OF ALL EXISTING UTILITIES

THAT MAY BE AFFECTED BY THE WORK PRIOR TO COMMENCING CONSTRUCTION.

4. UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE RELOCATED AND/OR CAPPED AND ABANDONED PRIOR

TO CONSTRUCTION AT NO ADDITIONAL COST TO THE GOVERNMENT.

5. IF EXISTING UTILITIES OR FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, OR IF CONFLICTS ARE ENCOUNTERED THAT MAY IMPACT THE WORK, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR AND THE ENGINEER AND SHALL NOT PROCEED WITH THE AFFECTED WORK UNTIL RECEIVING DIRECTION.

6. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO EXISTING UTILITIES, FACILITIES, OR IMPROVEMENTS, AND FOR ANY RESULTING DAMAGES, DELAYS, OR COSTS ARISING FROM THE CONTRACTOR'S FAILURE TO PROPERLY LOCATE, VERIFY, PROTECT, OR AVOID SUCH UTILITIES. ALL REPAIRS

AND RESTORATION SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. ALL UTILITIES SHALL REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO UTILITY SERVICE SHALL

BE INTERRUPTED DURING THE CONSTRUCTION PROCESS.

PROTECTION AND RESTORATION

1. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, BENCHMARKS, PROPERTY CORNERS, SURVEY MONUMENTS, AND OTHER REFERENCE POINTS. ANY DISTURBED OR DAMAGED MONUMENTATION SHALL BE

REPLACED BY A LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

2. IF BENCHMARKS ARE RESET OR RELOCATED, THEIR ELEVATIONS SHALL BE ESTABLISHED TO A VERTICAL

TOLERANCE OF ±0.01 FEET.

3. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING IMPROVEMENTS DAMAGED BY CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO UTILITIES, DRAINAGE STRUCTURES, PAVEMENT, CURB AND GUTTER, SIDEWALKS, STRIPING, FENCING, LANDSCAPING, TURF, AND OTHER SITE FEATURES. ALL DISTURBED AREAS SHALL BE REGRADED, STABILIZED, AND RESTORED TO ORIGINAL OR BETTER CONDITION, INCLUDING MATCHING EXISTING GRADES, SURFACES, AND FINISHES, UNLESS OTHERWISE SHOWN ON THE PLANS OR DIRECTED BY THE COR. ALL REPAIRS, REPLACEMENTS, AND RESTORATION SHALL BE COMPLETED AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. PROVIDE SMOOTH TRANSITIONS BETWEEN NEW AND EXISTING PAVEMENTS. WHERE NEW ASPHALT PAVEMENT JOINS EXISTING ASPHALT PAVEMENT, THE EXISTING EDGE SHALL BE CLEANED OF LOOSE MATERIAL AND COATED WITH AN APPROVED TACK COAT PRIOR TO PLACEMENT OF NEW ASPHALT.

5. THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIAL IN THE STREET.

EROSION CONTROL AND SITE RESTORATION

1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED

2. SILT FENCE SHALL BE INSTALLED ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW CONTOUR.

LEGEND

BM

CONC

EL

FF

GUT

HDPE

LP

ME

SAN

SD

TC

BENCHMARK

CONCRETE

ELEVATION

FINISH FLOOR

BOTTOM OF CURB / GUTTER

HIGH-DENSITY POLYETHYLENE

LIGHT POLE

MATCH EXISTING

SANITARY

STORM DRAIN

TOP OF CURB

ABBREVIATIONS CIVIL NOTES

COORDINATES DERIVED FROM WHICHITA VRS NETWORK, KANSAS STATE PLANE NAD83 (2011), SOUTH ZONE AND

HAVE BEEN CONVERTED TO GROUND VALUES. SCALED FROM CP#1.

NORTHING: 1705362.577

EASTING: 1669697.273

ELEVATION: 1360.74

GRID TO GROUND: 1.000119855196

GROUND TO GRID: 0.999880159168

PROPOSED CONCRETE PAVEMENT/SIDEWALK

CONCRETE BUILDING PERIMETER APRON

SURVEY NOTES

BENCHMARK DATA AND THREE POINT TIES

C-001 CIVIL NOTES, ABBREVIATIONS, LEGEND, SURVEY INFORMATION, AND INDEX OF SHEETS

C-100 CIVIL SITE PLAN

C-101 CIVIL GRADING AND STORM WATER PLAN

C-200 CIVIL DETAILS

INDEX OF SHEETS

GHartley Snapshot

SA

N

SA

N

SA

N

SA

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

9777 PYRAMID COURT, SUITE 265

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CIVIL SITE PLAN KEYNOTES

REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK WITH 5

FOOT WIDE ABA COMPLIANT CONCRETE SIDEWALK PER

GEOTECH REPORT.

REFER TO DETAILS C7 AND F7, SHEET C-200.

SAWCUT EXISTING CONCRETE PAVEMENT FOR CONSTRUCTION

OF INTEGRAL CURB. AT THE CONTRACTOR'S EXPENSE THE

CONCRETE MAY BE REMOVED TO THE NEAREST JOINT INSTEAD.

REFER TO DETAIL A7 , SHEET C-200.

REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK TO

NEAREST JOINT THAT WILL MAINTAIN ABA COMPLIANCE.

ABA COMPLIANT SIDEWALK RAMP.

REFER TO DETAIL D3, SHEET C-200.

EXISTING TREE TO BE REPLANTED OR REMOVED.

COORDINATE WITH REFUGE MANAGER.

REMOVE EXISTING 18" WIDE CONCRETE BUILDING PERIMETER

APRON AND REPLACE WITH 36" WIDE CONCRETE BUILDING

PERIMETER APRON, SLOPED 1/4" PER FOOT AWAY FROM THE

BUILDING PROMOTING POSITIVE DRAINAGE.

10' OFFSET LINE FROM FACE OF BUILDING.

CLEAN OUT GRATE INLET AND DOWNSTREAM STORM DRAIN TO

OUTLET OF PIPE. LOCATE AND REPAIR/REPLACE OUTLET IF

NECESSARY. REGRADE FROM PIPE OUTLET TO A DOWNSTREAM

LOCATION ENSURING POSITIVE DRAINAGE AWAY FROM THE

OUTLET.

KNOWN UTILITY IN WORK AREA, EXERCISE CAUTION!

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SCALE: 1" = 20'

CIVIL SITE PLANA1

TN

S1

S1

S1

S1

S1

S1

S1

S2

S1 S1

S1

S1

S2 S2

S3

S3

S2

S3

S4

S4

S5

S5

S5

S5

S5

S5

S5

S5 S5

S5

S6

S7

S6 S6

S6

S6

S6

S6 S6

S6

S6

S8

S7

S7

S7

S7

S7

S7

S7

LANDSCAPING NOTES

1. CONTRACTOR TO REMOVE AND/OR RELOCATE SMALL

VEGETATION (SHRUBS, BUSHES, ETC.) WITHIN 36 INCHES OF THE

BUILDING FACE

2. CONTRACTOR TO RE-SEED ANY DISTURBED OR DAMAGED AREAS

WITH SEED/SOD. COORDINATE WITH REFUGE MANAGER.

S8

SA

N

SA

N

SA

N

SA

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

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DATE:

W0153.00 1" = 20' 6/19/2026

SR

GH

U

SF

W S

FO

U

N D

AT

IO

N R

EH

AB

G

PN

C

C

IV

IL

G

R

AD

IN

G

A N

D S

TO

R

M W

AT

ER

P

LA

N

C-101

E

AS

T

TH

S

T.

W

IC

H

IT

A

KS

N O

D

AT

E

D

ES

C R

IP

TI

O N

SCALE: 1" = 20'

CIVIL GRADING AND STORM WATER PLANA1

TN

GRADING AND STORM WATER NOTES

1. SLOPE UNPAVED AREAS AWAY FROM BUILDING AT A MINIMUM OF

5% GRADE WITHIN 10' OF BUILDING FACE.

2. CONTRACTOR TO ENSURE NO PONDING OF WATER WITHIN 10' OF

THE BUILDING FACE.

GRADING LGRADING AND STORM WATER LEGEND

STORM WATER SHEET FLOW

CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM

BUILDING IN GENERAL DIRECTION OF ARROW

SPOT ELEVATION

CLEAN OUT GRATE INLET AND DOWNSTREAM STORM DRAIN TO

OUTLET OF PIPE. LOCATE AND REPAIR/REPLACE OUTLET IF

NECESSARY. REGRADE FROM PIPE OUTLET TO A DOWNSTREAM

LOCATION ENSURING POSITIVE DRAINAGE AWAY FROM THE

OUTLET.

KNOWN UTILITY IN WORK AREA, EXERCISE CAUTION!

G1

G1

GRADING AND STORM WATER KEYNOTES

NOT TO SCALE

SIDEWALK DETAILC7

JOINT SPACING:

EXPANSION - 40' MAX.

CONTROL - 5' MAX.

NOTE:

1. CROSS SLOPE SHALL NOT EXCEED 2% ALONG ALL ADA ROUTES.

2. SUBGRADE PREPARATION AND STABILIZATION SHALL BE PER THE

RECOMMENDATIONS OF THE GEOTECHNICAL REPORT

PROVIDE SEALANT TO

APPROX. 3/8" BELOW

SURFACE.

1/2" EXPANSION

JOINT FILLER

4" CONCRETE

PAVEMENT

TOOL JOINT 1/4 DEPTH

OF CONCRETE x

1/4"WIDE WITHIN 24

HOURS OF POUR.SEAL.

4" MIN. COMPACTED CRUSHED

LIMESTONE LEVELING COURSE

8" MIN. COMPACTED TO 95% OF STD. PROCTOR MAX.

DENSITY PER GEOTECH REPORT

9777 PYRAMID COURT, SUITE 265

ENGLEWOOD CO 80112

TEPA ENGINEERING SERVICES, LLC

ENGINEER

LICENSE:

PROJ NO:

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

SHEET NO.

PR

EP

AR

ED

F O

R

R

EV

IS

IO

N S

SH

EE

T

TI

TL

E:

DATE:

W0153.00 1" = 20' 6/19/2026

SR

GH

U

SF

W S

FO

U

N D

AT

IO

N R

EH

AB

G

PN

C

C

IV

IL

D

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AI

LS

C-200

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TH

S

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A

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N O

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NOT TO SCALE

INTEGRAL SIDEWALK AND CURB DETAILF7

NOT TO SCALE

CONCRETE PAVEMENT DETAILA7

PROVIDE SEALANT TO

APPROX. 3/8" BELOW

SURFACE.

1/2" EXPANSION JOINT FILLER

THICKNESS OF CONCRETE PAVEMENT TO

MATCH EXISTING CONCRETE PAVEMENT

TOOL JOINT 1/4 DEPTH

OF CONCRETE x

1/4"WIDE WITHIN 24

HOURS OF POUR.SEAL.

4" MIN. COMPACTED CRUSHED

LIMESTONE LEVELING COURSE

8" MIN. COMPACTED TO 95% OF STD. PROCTOR MAX.

DENSITY PER GEOTECH REPORT

4" MIN. COMPACTED CRUSHED

LIMESTONE LEVELING COURSE

8" MIN. COMPACTED TO 95% OF

STD. PROCTOR MAX. DENSITY

PER GEOTECH REPORT

6"

6"

8"

1.5% SLOPE

PAVEMENT PER PLAN

SIDEWALK WIDTH PER PLAN

2"

2"

1" RADIUS

NOT TO SCALE

PARALLEL CURB RAMP DETAILD3

SOIL

BASE COURSE, SUB-

BASE, GRAVEL,

CRUSHED ROCK

CONCRETE

BRICK MASONRY

CUT STONE, SAND,

MORTAR, PLASTER

CONCRETE MASONRY

UNITS

STEEL

ALUMINUM (OMIT IN

THIN MATERIAL)

BRONZE, BRASS, COPPER

RIGID INSULATION

WOOD, FINISH

WOOD FRAMING THROUGH

MEMBER

WOOD FRAMING

INTERRUPTED MEMBER

METAL LATH

PLYWOOD

GYPSUM BOARD

PARTICLE BOARD

GLASS

GLASS BLOCK

CARPET

CERAMIC TILE, QUARRY TILE,

OR RESILIENT FLOORING

(SHOWN PROFILE ONLY)

ASPHALTIC CONCRETE OR

A.C. PAVING

(SHOWN PROFILE ONLY)

BATT INSULATION

NEW CONSTRUCTION NON-RATED

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.

DIMENSION TO FACE OF WALL OR PARTITION

DIMENSION TO CENTER OF WALL OR PARTITION

INTERNATIONAL SYMBOL: FIXTURE OR

SPACE DESIGNED ACCESSIBLE

CONCRETE MASONRY PARTITION

CONCRETE PARTITION

(FOW)

A101

SIM

A

Ref#

ROOM

NAME

150 SF

LEVEL 1

100'-0"

10.10

A

F#

R#

RFI #

EXTERIOR ELEVATION NUMBER

EXTERIOR ELEVATION SHEET

CALLOUT NUMBER

CALLOUT SHEET

REVISION CLOUD

REVISION NUMBER

INTERIOR ELEVATION SHEET

ROOM AREA

ROOM NUMBER

ROOM NAME

INTERIOR ELEVATION NUMBER

LEVEL NAME

ELEVATION

WINDOW TAG

DOOR TAG

WALL TAG

SPECIAL EQUIPMENT TAG

KEYNOTE TAG

FLOOR TAG

ROOF TAG

DETAIL NUMBER

DETAIL SHEET

BUILDING SECTION NUMBER

BUILDING SECTION SHEET

A101

SIM

WALL SECTION NUMBER

WALL SECTION SHEET

1 PLAN KEYNOTE

F#

R#

A101

SIM

A101

Ref

A101

SIM

4A 8"

NEW DOOR REPRESENTATION

NEW DOOR TAG

EXISTING DOOR REPRESENTATION

DEMO DOOR REPRESENTATION

WINDOW REPRESENTATION

WINDOW TAG

LOUVER REPRESENTATION

LOUVER TAGA

A

1. THESE DRAWINGS ARE LEGAL INSTRUMENTS OF SERVICE FOR THE USE OF THE OWNER AND ITS AUTHORIZED AGENTS AND

VENDORS ON THE DESIGNATED PROJECT ONLY.

2. GC RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS

UNDER WHICH THE WORK WILL BE PERFORMED.

3. CAREFULLY AND THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS OF THE VARIOUS FEATURES OF THE SITE AND COMPARE DRAWINGS WITH THE EXISTING CONDITIONS. ANY DISCREPANCIES AND/OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IN WRITING TO THE ARCHITECT BEFORE

STARTING WORK.

4. ALL CONSTRUCTION, FABRICATION AND INSTALLATION SHALL CONFORM TO THE LATEST LOCALLY ADOPTED EDITIONS OF THE IBC, IPC, IMC, NEC, NFPA, OSHA AND ANY FEDERAL, STATE AND LOCAL CODES, REGULATIONS, STANDARDS AND ORDINANCES OF GOVERNING AGENCIES HAVING JURISDICTION. SUCH APPLICABLE CODES, ETC. ARE THOSE WHICH ARE IN EFFECT AT THE

TIME THE PROJECT PERMIT APPLICATION IS RECORDED.

5. ALL TRADES ARE CONSIDERED SPECIALISTS IN THEIR RESPECTIVE FIELD/TRADE AND SHALL, BEFORE SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR IN WRITING OF ANY WORK ON THE DRAWINGS OR IN THE SPECIFICATIONS WHICH CANNOT BE FULLY WARRANTED OR CONSTRUCTED AS DETAILED OR SPECIFIED. THE CONTRACTOR

WILL NOTIFY THE ARCHITECT OF SUCH CONDITIONS IN WRITING.

6. DUE TO REPRODUCTION PROCESSES, DRAWINGS MAY NOT BE ACCURATE TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN AND IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, ELEVATIONS OR DETAILS.

7. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. DISCREPANCIES BETWEEN THE VARIOUS DRAWINGS SHALL BE REPORTED BY THE CONTRACTOR TO THE

ARCHITECT IN WRITING.

8. BEFORE STARTING WORK, COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSTALLATION OF EQUIPMENT INDICATED

N.I.C. ON DRAWINGS. VERIFY EQUIPMENT LOCATIONS WITH THE OWNER'S PRESENTATIVE. VERIFY DIMENSIONS, UTILITIES, ETC, WITH EQUIPMENT MANUFACTURERS ROUGH -- IN DATA PRIOR TO FORMING THE SLAB.

9. PRODUCTS AND MANUFACTURED ITEMS SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS WILL BE PERMITTED IN

ACCORDANCE WITH THE PROCEDURES OUTLINED IN THE SPECIFICATIONS.

10. WHERE DETAILS ARE NOT SHOWN OR NOTED, GC IS TO PROVIDE A WRITTEN REQUEST FOR INFORMATION TO CLARIFY

SPECIFIC DETAIL CONDITIONS.

11. ALL INDICATED EXISTING UTILITIES OR STRUCTURES ARE BASED ON INFORMATION OF RECORD. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN. BE RESPONSIBLE FOR ANY AND ALL DAMAGE

WHICH MAY OCCUR DUE TO FAILURE TO LOCATE AND PROTECT ALL CONCEALED UTILITIES.

12. COMPLY WITH ALL JURISDICTIONAL AGENCY REQUIREMENTS AND REGULATIONS. PERFORM ALL WORK ON THIS PROJECT IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS 29 CFR 1910 AND 1926 OF THE U.S. DEPARTMENT

OF LABOR AND THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES.

13. FINAL CONNECTIONS TO EQUIPMENT SHALL BE AS PER MANUFACTURER'S WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS.

BE RESPONSIBLE TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED.

14. PROVIDE PERMITS AND INSPECTIONS REQUIRED BY JURISDICTIONAL AGENCIES.

15. PROVIDE SET OF RECORD DRAWINGS TO ARCHITECT. DRAWINGS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTINGS, ETC.

16. SERVICE SHALL BE MAINTAINED TO EXISTING AREAS DURING CONSTRUCTION. PROVIDE PORTABLE GENERATORS, CABLES, OUTLETS ETC., TO MAINTAIN CONTINUITY OF SERVICE PLACEMENT OF SUCH PORTABLE EQUIPMENT SHALL BE SUBJECT TO

OWNER APPROVAL.

17. COORDINATE CONSTRUCTION PHASING WITH THE OWNER. TEMPORARY PARTITIONS, LOCATIONS & CONSTRUCTION DETAILS IN PUBLIC SPACES SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO START OF CONSTRUCTION.

18. PATCH AND MATCH ALL NEW WORK W/ EXISTING WHERE NEW TO EXISTING INTERFACE OCCURS.

19. RESTORE ALL REMOVED OR DAMAGED STRUCTURAL STEEL CEMENTITIOUS FIRE PROOFING TO REQUIRED FIRE RESISTIVE

STANDARD.

20. SUBMIT SAMPLES OF ALL EXPOSED PRODUCTS, MATERIALS, PAINTING SYSTEMS, ETC. FOR ARCHITECT'S REVIEW, COLOR

SELECTION OR COLOR VERIFICATION PRIOR TO ORDERING ITEMS.

21. SEAL ALL DUCTS, LOUVERS, VENTS, OPENINGS AND CEILING SPACES BETWEEN CONSTRUCTION AREA AND REMAINDER OF

SHELLED SPACES TO PREVENT DUST, DIRT, CONTAMINATION OR DEBRIS FROM ENTERING.

22. DO NOT ALLOW DIRT, DEBRIS OR DISCARDED MATERIALS TO ACCUMULATE ON SITE. REMOVE PROMPTLY EACH DAY.

23. VERIFY SERVICES TO BE ABANDONED, REMOVED OR CUT HAVE BEEN PROPERLY AND SAFELY SHUT OFF, CAPPED OR SEALED.

24. KEEP NOISE AND VIBRATION PRODUCING ACTIVITIES AT A MINIMUM WHEN WORKING WITHIN OR ON THE EXISTING BUILDING.

APPROPRIATE TIMES OF SUCH ACTIVITIES SHALL BE COORDINATED WITH OWNER IN WRITING AT BEGINNING OF PROJECT.

25. IN THE EVENT THAT NOISE AND VIBRATION PRODUCING ACTIVITIES WILL OCCUR DURING TIMES OTHER THAN THOSE NOTED

ABOVE, OBTAIN PERMISSION FROM THE OWNER IN WRITING A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF

ACTIVITIES.

26. KEEP UTILITY AND SERVICE OUTAGES TO A MINIMUM. MAKE WRITTEN OUTAGE REQUESTS AT LEAST FIVE DAYS BEFORE DATE OF PROPOSED OUTAGE. STATE IN THE REQUEST HOURS OF OUTAGE. CONFIRM DATE 48 HOURS IN ADVANCE OF STARTING

DATE.

27. ASSIGN THE WORK OF MOVING, REMOVAL, CUTTING, PATCHING AND REPAIR TO TRADES UNDER CONTRACTOR SUPERVISION

TO CAUSE THE LEAST DAMAGE TO EACH TYPE OF WORK ENCOUNTERED.

28. PATCHING OF FINISH MATERIALS TO MECHANICS SKILLED IN THE WORK OF THE FINISH TRADE INVOLVED.

29. PROTECT REMAINING FINISHES, EQUIPMENT AND ADJACENT WORK FROM DAMAGE CAUSED BY CUTTING, MOVING AND

REMOVAL AND PATCHING OPERATIONS. PROTECT SURFACES WHICH WILL REMAIN A PART OF THE FINISHED WORK.

30. PROTECT EXISTING AND NEW WORK FROM WEATHER DURING CUTTING, MOVING, REMOVAL CONSTR. PROVIDE WEATHER

PROTECTION AND OTHER FACILITIES AND PROTECTION AS NEEDED TO PREVENT DAMAGE TO NEW WORK AND TO REMAINING

OLD WORK.

31. PROVIDE ADEQUATE SUPPORT OR SUBSTRATE FOR PATCHING FINISHES.

32. USE OF HAZARDOUS MATERIALS SHALL CONFORM WITH 29 CFR 1910.120 AND 1926.65 OF THE OSHA CODE.

33. REMOVAL OF HAZARDOUS WASTE SHALL COMPLY WITH CURRENT FEDERAL, STATE AND LOCAL REGULATIONS, STANDARDS, LAWS AND REQUIREMENTS.

ARCHITECTURE GENERAL NOTES:

& AND

∠ ANGLE

@ AT

℄ CENTERLINE

⌀ DIAMETER/ROUND

(E) EXISTING

# POUND/NUMBER

+/- PLUS OR MINUS

P PROPERTY LINE

SQ SQUARE

A/C AIR CONDITIONING

A.B. ANCHOR BOLT

ABV. ABOVE

A.C. ASPHALTIC CONCRETE

ACC. ACCESSIBLE

ACOUS. ACOUSTICAL

A.D. AREA DRAIN

ACCESS DOOR

ADD. ADDENDUM

ADJ. ADJUSTABLE

ADJA. ADJACENT

A.F. ACCESS FLOOR

A.F.F. ABOVE FINISH FLOOR

AGGR. AGGREGATE

A.H.U. AIR HANDLING UNIT

ALUM. ALUMINUM

ALT. ALTER OR ALTERNATE

ANG. ANGLE

ANOD. ANODIZED

A.P. ACCESS PANEL

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

ASPH. ASPHALT (PAVING)

A.T. ACOUSTICAL TILE

A.W. ARCHITECTURAL

WOODWORK

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BEAM

B.O.H. BACK OF HOUSE

BOT. BOTTOM

BR. BEDROOM

BRG. BEARING

BRKT. BRACKET

B.S. BOTH SIDES

BSMT. BASEMENT

BTWN. BETWEEN

B.U.R. BUILT-UP ROOFING

C CHORD/COMPACT

CAB. CABINET

C.B. CATCH BASIN

C.B.B. CEMENTITIOUS

BACKER BOARD

C.C.T.V. CLOSED CIRCUIT

TELEVISION

C.D. CEILING DIFFUSER

CEM. CEMENT

CER. CERAMIC

C.F./C.I. CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

C.F.M. CUBIC FEET PER MINUTE

C.G. CORNER GUARD

CHAN. CHANNEL

CH.W.R. CHILLED WATER RETURN

CH.W.S. CHILLED WATER SUPPLY

C.I. CAST IRON

C.I.P. CAST-IN-PLACE

CIRC. CIRCULATING

C.J. CONTROL JOINT

CLNG CEILING

CLO. CLOSET

CLR. CLEAR

CM. CENTIMETER

C.M.U. CONCRETE MASONRY UNIT

CNTR. COUNTER

C.O. CLEANOUT/CASED OPENING

/CONCRETE OPENING

COL. COLUMN

COMM. COMMUNICATION

COMP. COMPARTMENT

CONC. CONCRETE

COND. CONDITION

CONN. CONNECTION

CONSTR. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

COOR. COORDINATE

CORR. CORRIDOR

C.O.T.G. CLEAN OUT TO GRADE

CP. CARPET

C.R. CLOSET ROD

C.R.M. CONCRETE RUBBLE

MASONRY

C.T. CERAMIC TILE

CTR. CENTER

CTSK. COUNTERSUNK

CUST. CUSTOM

C.W. COLD WATER

C.W.R. COLD WATER RETURN

d PENNY (NAILS)

D. DEEP/DEPTH/DRYER

D.A. DOUBLE ACTING

DBL. DOUBLE

D.D. DECK DRAIN

DEPT. DEPARTMENT

DET. DETAIL

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

D.O. DOOR OPENING

D.PTN DEMOUNTABLE PARTITION

DR. DOOR

DS DOWNSPOUT

D.SP. DRY STANDPIPE

DW. DISHWASHER

DWG. DRAWING

DWR. DRAWER

E. EAST

EA. EACH

E.A.R. EXHAUST AIR REGISTER

E.C. ELASTOMERIC COATING/

EXPOSED CONSTRUCTION

E.F. EXHAUST FAN

E.F.S. EXTERIOR FINISH SYSTEM

E.G.C.B. EXTERIOR GYPSUM

CEILING BOARD

E.G.S.B. EXTERIOR GYPSUM

SHEATHING BOARD

E.I.F.S. EXTERIOR INSULATION

& FINISH SYSTEM

E.J. EXPANSION JOINT

EL. ELEVATION

ELAS. ELASTOMERIC

ELEC. ELECTRICAL

ELEV. ELEVATOR

EMER. EMERGENCY

ENCL. ENCLOSURE

E.O.S. EDGE OF SLAB

E.P. ELECTRICAL PANEL

EQ. EQUAL

EQPT. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRICAL WATER COOLER

EXH. EXHAUST

EXP. EXPANSION

EXPO. EXPOSED

EXIST. EXISTING

EXT. EXTERIOR

F. FEMALE

F.A. FIRE ALARM

FAB. FABRICATE

F.A.M. FLUID APPLIED MEMBRANE

F.B. FLAT BAR

F.C.O. FLOOR CLEAN OUT

F.C.U. FAN COIL UNIT

F.D. FLOOR DRAIN/

FIRE DAMPER

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

F.F.&E. FURNITURE, FIXTURE

& EQUIPMENT

F.F.S. FINISH FLOOR SEPARATION

F.H. FLAT HEAD

F.H.C. FIRE HOSE CABINET

FIN. FINISH

FIXT. FIXTURE

FLASH. FLASHING

FLDG. FOLDING

FLG. FLOORING

FLR. FLOOR

FLUOR. FLUORESCENT

F.N.D. FEMININE NAPKIN

DISPOSAL

F.N.V. FEMININE NAPKIN

VENDOR

FND. FOUNDATION

F.O. FACE OF ...

F.O.C. FACE OF CONCRETE

F.O.M. FACE OF MANSONRY

F.O.S. FACE OF SLAB/

FACE OF STUD

F.O.W. FACE OF WALL

FR. FRAME

F.R.G. FIBER REINFORCED

GYPSUM

F.R.P. FIBERGLASS REINFORCED

POLYESTER

F.R.T. FIRE RETARDANT

TREATED WOOD

FRZ. FREEZER

F.S. FLOOR SINK/FULL SIZE

FT. FOOT/FEET

F.T.D. FACIAL TISSUE DISPENSER

FTG. FOOTING

FURR. FURRING/FURRED

FUT. FUTURE

G. GAS (PIPE)

GA. GAGE

GAL. GALLON

GALV. GALVANIZED

G.B. GRAB BAR

GEN. GENERATOR

G.F.I. GROUND FAULT

INTERCEPTOR

G.F.R.C. GLASS FIBER

REINFORCED CONCRETE

GL. GLASS

GLU-LAM GLUED LAMINATED WOOD

GND. GROUND

G.P.H. GALLONS PER HOUR

G.S.B. GYPSUM SHEATHING

BOARD

GYP. GYPSUM

H. HEIGHT/HIGH

H.B. HOSE BIB

H.C. HOLLOW CORE

HCP. HANDICAPPED

HD. HEAD

HDWD. HARDWOOD

HDWE. HARDWARE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

H.S. HAND SINK

HT. HEIGHT

HTR. HEATER

H.V.A.C. HEATING, VENTILATION

AND AIR CONDITIONING

H.W. HOT WATER

H.W.R. HOT WATER RETURN

I.D. INSIDE DIAMETER

(DIMENSION)

INCL. INCLUDED/INCLUSIVE/

INCLUDING

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAL. JALOUSIE

JAN. JANITOR

J.B. JUNCTION BOX

JST. JOIST

JT. JOINT

K.D. KNOCK DOWN

KG. KILOGRAM

KIT. KITCHEN

KM. KILOMETER

K.O. KNOCK-OUT

KW KILOWATT

L. LENGTH/LONG

LAB. LABORATORY

LAM. LAMINATE/LAMINATED

LAV. LAVATORY

LB. POUND

L.F. LINEAL FOOT

LIQ. LIQUOR

LKR. LOCKER

LOC. LOCATION

L.P. LAMINATED PLASTIC

LTG. LIGHTING

LVR. LOUVER

M. MALE

MAT'L. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH. MECHANICAL

MEMB. MEMBRANE

MET. METAL

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MLDG. MOULDING

MM. MILLIMETER

M.O. MASONRY OPENING

MOD. MODULAR

M.R. MOISTURE RESISTANT

MTD. MOUNTED

MTG. MOUNTING

N. NORTH

N.I.C. NOT IN CONTRACT

N.L. NIGHT LIGHT

NO. NUMBER

NOM. NOMINAL

N.S. NO SCALE

N.T.S. NOT TO SCALE

O. OVER

O.C. ON CENTER

OA. OVERALL

O.A.G. OUTSIDE AIR GRILLE

OBS. OBSCURE

O.D. OUTSIDE DIAMETER

(DIMENSION)

O.F./C.I. OWNER FURNISHED/

CONTRACTOR INSTALLED

OFD. OVERFLOW DRAIN

OFF. OFFICE

O.F./O.I. OWNER FURNISHED/

OWNER INSTALLED

OPNG. OPENING

OPP. OPPOSITE

OPQ. OPAQUE

OPR. OPERABLE

OHS OVERHEAD SECTIONAL DOOR

OHC OVERHEAD COILING DOOR

PASS. PASSAGE

P.C. POST CONTRACT

P.C.A. POST CONTRACT

ARCHITECTURAL

PC. PIECE

P.D. PLANTER DRAIN

PERIM. PERIMETER

PERP. PERPENDICULAR

PH. PENTHOUSE

P.I.P. POURED-IN-PLACE

PL. PLATE

PLAM. PLASTIC LAMINATE

PLAS. PLASTER

PLBG. PLUMBING

PLYWD. PLYWOOD

PNL. PANEL

PR. PAIR

P.R.B.P. PRESSURE REDUCING

BACK FLOW PREVENTER

PRCST. PRECAST

PREFAB. PREFABRICATED

PREP. PREPARATION

PROP. PROPERTY

P.R.V. PRESSURE RELIEF VALVE

P.S.F. POUNDS PER SQUARE

FOOT

PT. PAINT/POINT

P.T.D. PAPER TOWEL DISPENSER

P.T.D.R. PAPER TOWEL DISPENSER

& RECEPTACLE

PTN. PARTITION

P.T.R. PAPER TOWEL

RECEPTACLE

PVC POLY VINYL CHLORIDE

Q.T. QUARRY TILE

R. RISER

RAD. RADIUS

R.B. RESILIENT BASE

RB.HK. ROBE HOOK

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

REBAR REINFORCING BAR

REF. REFERENCE/REFER

REFL. REFLECTOR

REFR. REFRIGERATOR

REINF. REINFORCED/REINFORCING

REQ. REQUIRED

RESIL. RESILIENT

REST. RESTROOM

REV. REVISED/REVISION

R.F. RESILIENT FLOORING

RFG. ROOFING

RGTR. REGISTER

R.H. ROUND HEAD

RLG. RAILING

RM. ROOM

R.O. ROUGH OPENING

R.W.R. RECESSED WASTE

RECEPTACLE

RWD. REDWOOD

R.W.L. RAIN WATER LEADER

S. SOUTH

S.A. SINGLE ACTING

S.C. SOLID CORE

SC. SCALE

SCHED. SCHEDULE

SCP. SCUPPER

S.C.R. SHOWER CURTAIN ROD

S.D. SMOKE DETECTOR

SECT. SECTION

S.F. SQUARE FEET

SH. SHELF

SHR. SHOWER

SHT. SHEET

SHTG. SHEATHING

SIM. SIMILAR

SL. SLOPE

SLDG. SLIDING

SLNT. SEALANT

S.M. SQUARE METER

S.MH. SEWER MANHOLE

S.N.D. SANITARY NAPKIN

DISPENSER

S.N.R. SANITARY NAPKIN

RECEPTACLE

S.P. SOLID PLASTIC

SPEC. SPECIFICATIONS

SPKR. SPEAKER

SPRK. SPRINKLER

SQ. SQUARE

S.SK. SERVICE SINK

S.STL. STAINLESS STEEL

ST. STONE

STA. STATION

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURE/STRUCTURAL

SURR. SURROUND

SUSP. SUSPEND/SUSPENDED

SVC. SERVICE

SW. SWITCH

SYM. SYMMETRICAL

SYS. SYSTEM

T. TREAD

T&G TONGUE AND GROOVE

T./S TUB/SHOWER

TACKBD TACKBOARD

T.B. TOWEL BAR

T.D. TRENCH DRAIN

TEL. TELEPHONE

TEMP. TEMPERED/TEMPORARY

TER. TERRAZZO

TFE TOP OF FOOTING

TFMR. TRANSFORMER

THK. THICK/THICKNESS

THR. THRESHOLD

TLT. TOILET

T.O. TOP OF ...

T.O.C. TOP OF CURB

T.O.F. TOP OF FLOOR

T.O.P. TOP OF PARAPET

TOP OF PAVEMENT

T.P.B. TELEPHONE POWER

BOARD

T.P.D. TOILET PAPER DISPENSER

T.P.H. TOILET PAPER HOLDER

TOS TOP OF STEEL

TPE TOP OF PIER

TRAN. TRANSITION

TRANS. TRANSPARENT

TSE TOP OF SLAB

T.S. TUBE STEEL

T.S.C.D. TOILET SEAT

COVER DISPENSER

T.SH. TOWEL SHELF

TV. TELEVISION

TWE TOP OF WALL

TYP. TYPICAL

UC. UNDERCUT

U.L. UNDERWRITERS

LABORATORIES, INC.

UNF. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

U.P. UPHOLSTERED PANELS

UR. URINAL

VAL. VALANCE

VAR. VARIES

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

VLV. VALVE

VOL. VOLUME

V.P. VENEER PLASTER

V.T.R. VENT THROUGH ROOF

W. WEST/WIDTH/WIDE/WASHER

W/ WITH

W/O WITHOUT

W.C. WATER CLOSET

WD. WALLCOVERING

WD.P. WOOD PANELING

WDW. WINDOW

W.GL. WIRE GLASS

W.H. WATER HEATER

WARNOCK HERSEY

W.O. WHERE OCCURS/

WINDOW OPENING

WP. WATERPROOF

WP.M. WATERPROOF MEMBRANE

W.S. WOOD SCREWS

W.R. WATER RESISTANT

WRB. WARDROBE

WSCT. WAINSCOT

W.S.P. WET STAND PIPE

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

ABBREVIATIONS MATERIAL SYMBOLS CALLOUT SYMBOLS GENERAL NOTES

OPENING SYMBOLS GENERAL SYMBOLS

9777 PYRAMID COURT, SUITE 265

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ENGINEER

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SCOPE OF WORK:

• PREPARATION AND REPAINTING OF ALL INTERIOR GYPSUM BOARD WALLS (UNLESS NOTED OTHERWISE).

• GRIND HIGH SPOTS IN CONCRETE TO ACHIEVE A UNIFORM PLANE SUITABLE FOR NEW CARPET INSTALLATION.

• REMOVAL AND REPLACEMENT OF ALL CARPET FLOORING THROUGHOUT THE BUILDING.

• REMOVAL AND REPLACEMENT OF ALL COVE BASE.

• REMOVAL AND REPLACEMENT OF DAMAGED OR NON-OPERATIONAL DOORS.

• INSTALLATION OF ABA-COMPLIANT AUTOMATIC DOOR PUSH-BUTTONS AT DOORS SERVING CORRIDORS AND RESTROOMS.

• REMOVAL AND REPLACEMENT OF ALL RESTROOM FLOOR AND WALL TILE.

• REMOVAL AND REPLACEMENT OF RESTROOM TOILET/URINAL PARTITIONS.

• REMOVAL AND REPLACEMENT OF RESTROOM COUNTERTOPS AND SINKS IN NON-ABA RESTROOMS.

• REMOVAL OF EXISTING PAPER TOWEL DISPENSERS IN EMPLOYEE RESTROOMS.

• INSTALLATION OF NEW PAPER TOWEL DISPENSER/TRASH RECEPTACLES IN EMPLOYEE RESTROOMS.

• REMOVAL AND REMOVAL OF SOAP DISPENSERS, ABA -COMPLIANT GRAB BARS, AND MIRRORS IN ALL RESTROOMS.

• INSTALLING ANTI-COLLISION BIRD FILM TO EXTERIOR WINDOWS AND DOORS.

• FOUNDATION STABILIZATION (HELICAL PILES)

• MUDJACKING OF CONCRETE SLAB

• GRADING AND LANDSCAPING

• ABA COMPLIANT SIDEWALK

• REPLACE BUILDING APRON

• TUCK AND POINT BRICK AND CMU EXTERIOR

• REPLACE GUTTER

• ROOF REPAIR

• INSTAL NEW DOOR HARDWARE (7 PIN LOCK SYSTEM)

• REMOVAL AND REINSTALLATION OF BUIT-IN WOODER FURNITURE

GENERAL ARCHITECTURAL CODE COMPLIANCE NOTE

THIS PROJECT CONSISTS OF NON-STRUCTURAL INTERIOR TENANT IMPROVEMENTS AND FINISH RENOVATIONS TO AN EXISTING BUILDING. THE WORK DOES NOT INCLUDE A CHANGE IN OCCUPANCY, USE, GROSS FLOOR AREA, MEANS OF EGRESS, OR FIRE-

RESISTANCE RATINGS. ALL CHANGES WILL FOLLOW 2024 IEBC.

06/12/2026

(a) CIRCULAR

SIZE OF WHEELCHAIR TURNING SPACE CLEAR WIDTH OF AN ACCESSIBLE ROUTE ACCESSIBLE ROUTE FOR 180 DEGREE TURN

"M

IN

36"MIN. 48"MIN. 36"MIN.

24" MAX. 48" MIN. 24" MAX.

M

IN

M

IN

.60 "M

IN

60"MIN.

60"MIN.

M

IN

M

IN

M

IN

36"MIN.

12"MIN. 12"MIN.

(b) T-SHAPED

CLEAR WIDTH AT TURN

"M

IN

42"MIN. 42"MIN.X<48"

(b) SIDE ACCESSFRONT OR REAR ACCESS(a)(b)SINGLE SPACE(a)

WIDTH OF A WHEEL CHAIR SPACE IN

AUDITORIUM & ASSEMBLY AREAS

MULTIPLE ADJACENT SPACES

DEPTH OF A WHEEL CHAIR SPACE IN

AUDITORIUM & ASSEMBLY AREAS

FORWARD APPROACH PARALLEL APPROACH

30"

30"

MIN.

36"

MIN.

33"

MIN.

33"

M

IN

M

IN

SHELVINGSHELF & ROD

FORWARD REACH OVER AN OBSTRUCTION

(b)

UNOBSTRUCTED FORWARD

REACH

OBSTRUCTED HIGH

SIDE REACH

OBSTRUCTED HIGH

SIDE REACH

(a) FORWARD APPROACH (b) PARALLEL APPROACH

STORAGE SHELVES @ CLOSETS

"M

IN

36"MIN.

X

M A

X

M

IN

10"MAX.

"M

A X

10" - 24"

"M

A X

21" MAX.21" MAX.

60"MIN.

X

"M

IN

M A

X

9" M

IN

. 48

M

A X

A D

JU

S

T A

B

LE

R A

N G

E

(a )

"M

A X

20"MAX.

"M

A X

20" - 25"

"M

A X

M A

X

MAX. BETWEEN

34" & 80" ABOVE

FLOOR - NO PROJECTIONS

BELOW 34"

PANIC BAR

NOTE: = 48" MIN. IF DOOR

HAS BOTH CLOSER &

LATCH

(b) SLIDING DOOR

CLEAR WIDTH OF DOORWAYS

(b) FRONT APPROACH, PUSH SIDE

(a) HINGED DOOR

(a) FRONT APPROACH, PULL SIDE (d) HINGE APPROACH PULL SIDE

HAS A CLOSER

* NOTE: Y = 54" MIN. IF DOOR

(c) HINGE APPROACH, PULL SIDE

(c) FOLDING DOOR

PUSH SIDE

NOTE: 12" MIN. IF DOOR HAS

BOTH CLOSER & LATCH

(e) HINGE APPROACH, PUSH SIDE

(b) POCKET OR HINGE APPROACH(a) FRONT APPROACH

(f) LATCH APPROACH, PULL SIDE

MANEUVERING CLEARANCE AT SWINGING DOORS

MANEUVERING CLEARANCE AT SLIDING AND SWINGING DOORS

(b)

TWO DOORS IN SERIES

(a)

(g) LATCH APPROACH, PUSH SIDE

(c) STOP OR LATCH APPROACH

MINIMUM CLEAR WIDTH FOR

TWO WHEELCHAIRS

NOTE: 48" MIN. IF

DOOR HAS A

CLOSER

60"MIN.

32" MIN.32" MIN.

4"

32"MIN.

18"

MIN.

M

IN

12"MIN.

"M

IN

36"MIN.

"M

IN

"M

IN

42" MIN.

"M

IN

MIN

12"

60"MIN.48"MIN.

"M

IN

24"MIN.

"M

IN

24"MIN.

"M

IN

MIN

22"

"M

IN

24"MIN.

"M

IN

54"MIN.

36"MIN.

(d) NO DOOR

MIN

22"

(c)

48" MIN.

PLAN(b)ELEVATION(a)

HEIGHT OF WATER CLOSET SIDE WALL GRAB BAR FOR

WATER CLOSET

TOILET COMPARTMENT TOE CLEARANCEWATER CLOSET SIZE & SIZE OF CLEARANCE

FOR WATER CLOSET

REAR WALL GRAB BAR FOR

WATER CLOSET

*36 INCHES MINIMUM WHEN

WALL SPACE PERMITS ABOVE GRAB BAR(b)

DISPENSER LOCATION

(a) BELOW GRAB BAR

WHEELCHAIR ACCESSIBLE TOILET

COMPARTMENT AND DOOR

AMBULATORY ACCESSIBLE

COMPARTMENT AND DOOR

"M

IN

1/

2" M

IN

7"-9"

"M

IN

7"-9"

"M

A X

24"MIN.

*36"MIN.

TRANSFER SIDE

16"-18"

60"MIN.

"M

IN

6" M

IN

6"MIN.

9" M

IN

6"MIN.

TOILET

PARTITION

12"MAX. 42"MIN.

54"MIN.

T O

P O

F S

E A

T

60"MIN.

42"MIN.

12"MAX.

54"MIN.

" 36

4" M

A X

42"MIN.

WALL-HUNG WC

56"MIN.

FLOOR-MOUNTED WC

59" MIN

M

IN

1/2"

URINAL

"M

A X

48"MIN

"M

IN

39"-41"

M

IN

12" MIN.

HATCHED AREA

INDICATE

RECOMMENDED

AREA FOR

BLOCKING

WHEELCHAIR TURNING SPACE REQUIREMENTS

WHEELCHAIR SPACE REQUIREMENTS

ACCESSIBLE REACH REQUIREMENTSMANEUVERING CLEARANCES

TOILET STALL CLEARANCES AND ACCESSORIES

9777 PYRAMID COURT, SUITE 265

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ENGINEER

LICENSE:

PROJ NO:

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

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Author

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IN

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PROTECT SHADED AREA

FROM CROSS-TRAFFIC

SIGN OR OBSTRUCTION

RAILING OR

OTHER METHOD

CANE DETECTION AREA

ADDITIONAL PROTECTION NOT

REQUIRED BETWEEN WING WALL

CORRIDOR OR OTHER

CIRCULATION SPACE

EXAMPLE OF PROTECTION AT

WALL MOUNTED OBJECTS

PROTRUDING OBJECTS

PROTRUDING OBJECTS HANGING

ON WALL WITH LEADING EDGES

ABOVE 27"

WING WALLS DOWN TO FLOOR

REDUCED VERTICAL CLEARANCELIMITS OF PROTRUDING OBJECTS

WALKING PARALLEL TO A WALL

24"MAX.

4" M

A X

X>12"

"O

R B

E

LO

W

ANY AMOUNT

ACCESSIBLE ROUTE

CLEAR WIDTH OF

"M

IN

H

IG

H E

R T

H A

N

7"

4"MAX.

"M

IN

"M

A X

LOWEST EDGE TO BE 27"-80"

SMALL ABRUPT VERTICAL CHANGES

VERTICAL CHANGES

1/4" MAX

CHANGES UP TO 1/2"

CAN BE BEVELED WITH

A SLOPE OF 1:2 MAX

1/ 4"

M A

X 1/

2" M

A X

GROUND AND FLOOR SURFACES ALONG

ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS

AND SPACES INCLUDING FLOORS, WALKS, RAMPS,

STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM,

SLIP-RESISTANT. CHANGES IN LEVEL UP TO 1/4 IN

MAY BE VERTICAL AND WITHOUT EDGE TREATMENT

MIN

12"

TOP AND BOTTOM EXTENSIONS

AT STAIR - OPEN SIDES

EQ. EQ.

TOP AND BOTTOM EXTENSIONS

AT STAIR - WALL SIDES

12"

EQ EQ

4"

7"

11" MIN

TREADS AND RISERS FOR

ACCESSIBLE STAIRWAYS

HEIGHT AND LOCATION OF LAVATORIES AND

SINKS & & EXPOSED PIPE CLEARANCES

M A

X

48"MIN

"M

IN

6 1/64"MAX

8" MIN

M

IN

9" M

IN

DRINKING FOUNTAIN SPOUT LOCATION

15 MIN 5 MAX

CLEAR FLOOR SPACE DRINKING

FOUNTAINS

48"MIN.

5"

MAX 15"

MIN

"M

IN

.4"- 4 3/4" PERIMETER

SPACING OF GRAB BARSSIZE OF GRAB BARS

(b) NON-CIRCULAR(a) CIRCULAR (c) NON-CIRCULAR

1 1/4" - 2" MAX.

M

IN

3" 1 1/2"

2" MAX.

TYPICAL PLAN SYMBOLS AND MOUNTING HEIGHTS LEGEND

TRAY

DRYER

(HD-L)

HAND

STEEL SUPPORT

BRACKET

PIPE RAIL

1 1/4" DIA STEEL

TACK STRIP

(TS)

GENERAL NOTES:

(1) THIS DRAWING CONTAINS STANDARD SYMBOLS. NOT ALL ITEMS APPEAR IN THESE DRAWINGS.

(2) CONTRACTOR SHALL PROVIDE FIRE TREATED WOOD BLOCKING IN DRYWALL PARTITIONS FOR

MOUNTING OF WALL ATTACHED ITEMS INCLUDING, BUT NOT LIMITED TO:

- GRAB BARS

- CABINETS / SHELVING

- TOILET PARTITIONS

- ACCESSORIES

- DOOR BUMPER STOPS

(3) STANDARD MOUNTING HEIGHTS APPLY TO DRAWINGS UNLESS INDICATED OTHERWISE.

(4) GRAB BARS SHALL BE INSTALLED PLUMB OR LEVEL.

(5) NOTIFY ARCHITECT OF ANY DISCREPANCIES.

24x34

(U.N.O.)

BRACKET

PIPE RAIL

STEEL SUPPORT

1 1/4" DIA STEEL

HAIR

DRYER

(HD-H)

LOCATE FLUSH

VALVE ON OPEN

SIDE OF WC

PLAN

HEIGHTS

MOUNTING

SYMBOL

HEIGHTS

MOUNTING

SYMBOL

PLAN

MOUNTING

HEIGHTS

SYMBOL

PLAN

HEIGHTS

MOUNTING

FEC

(TEL)

TELEPHONE

LAVATORY

ON FIXTURE WALL

TYPICAL GRAB BAR (GB)

ON FIXTURE SIDEWALL

TYPICAL GRAB BAR (GB)

TYPICAL

WATER CLOSET

TYPICAL

URINAL (LAV)

STRIP

(MCS)(CH)

HOOK

COAT-

ROBE

TACK

BOARD (TK BD)

BOARD (CH BD)

CHALK

BOARD (MBD)

MOP

CLIP

MARKER

(SD)

SOAP

DISPENSER

DRINKING

SEMI

RECESSED

(DF)

FOUNTAIN

BUILT-IN COUNTER DRINKING

FOUNTAIN

(DF)

(SND)

NAPKIN

DISPENSER

SANITARY

LENGTH

(MIRR)

(MIRR)

MIRROR MIRROR

FULL

DISPENSER DISPENSER

(PTDR)

AND WASTE

RECEPTACLE

(PTD)

TOWEL

PAPER PAPER

TOWEL

FOUNTAIN

DRINKING

FOUNTAIN

DRINKING

FULLY

FOUNTAIN

DRINKING

RECESSED

(DF)

(DF-L)

LOW

(DF-H)

HIGH

EXTINGUISHER

FIRE(HD)

(FE)

DRYER

HAND / HAIR BRACKET

MOUNTED

EXTINGUISHER

CABINET

(FEC)

FIRE

RECESSED

INTERIOR

SIGN

PANELS

CONTROLS

ELEVATORCLOCK RAMP RAIL STAIR RAIL

SINK ACCESS

WHERE OCCURS

LAV

HCP

SNDU

GB

WATER CLOSETS

TYPE

TANK FLOOR

MOUNT

WALL

MOUNT

WALLURINALURINAL HANDICAP

T Y

P

(WISCONSIN)

ONLY

MOUNT

FLOOR

H C

P

T Y

P

URINAL

MOUNT

WALL

H C

P

LAV

HUNG

H A

N D

IC

A

P P

E D

HCP

GB

TP

GB

HCP

DF

"DF" - INDICATES DRINKING

BUILT-IN

SINK

COUNTER

DF

DF-L DF-H

TELCH MCS 3' MBD MIRR

18x54

MIRR

WR

SND PTD PTD

HD

SD

FE

FOUNTAIN OR WATER COOLER.

SEE MECHANICAL DRAWINGS

FOR FOUNTAIN TYPE.

DF

DF

WITH ARCHITECT

MOUNTING HEIGHT

FIRE EXTINGUISHER

VERIFY

6' -4

"4' -8

6' -2

M

A X

U O

N

M A

X

-3

M

IN

54 MIN

42 MIN

M

IN

3-

1/

M

IN

12 MAX

7-9

11-13

-3

-1

15 24

M

A X

5' -6

4' -0

2' -3

U O

N

M

A X

M

IN

3' -0

3' -6

M A

X

M A

X

M

IN

M

A X

M

IN

M

A X

M A

X

M

A X

V E

R

IF

Y W

IT

H

A R

C H

IT

E

C T

8"2"

4' -0

5' -0

6' -8

M

IN

M

IN

3' -0

8"

3' -0

3' -0

3' -0

3' -0

18" MIN

3' -0

3' -0

1112 3' -0

30" MIN

M A

X T

O

R E

F

LE

C T

IV

E

S

U R

F A

C E

SANITARY

NAPKIN

DISPOSAL

UNIT (SNDU)

12 MIN.

PROTRUDING OBJECTS

VERTICAL CIRCULATIONLAVATORIES AND SINK

DRINKING FOUNTAINRESTROOM GRAB BARS

TYPICAL PLAN SYMBOLS AND MOUNTING HEIGHTS

9777 PYRAMID COURT, SUITE 265

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ENGINEER

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PROJ NO:

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DATE:

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CHECKED BY:

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CORRIDOR CORRIDOR CORRIDOR

LOBBY

STORAGE

CONFERENCE

OFFICE

OFFICE OFFICE

OFFICE

OFFICE OFFICE OFFICE OFFICE RECEPTION

OFFICE

OFFICE OFFICE

OFFICE

MEN'S RR

WOMEN'S

RR

LUNCHROOM

OFFICE OFFICE OFFICE OFFICE CLASSROOM

CLASSROOM

OFFICEOFFICE

OFFICE OFFICE

STAIR 2

M E N 'S

R R

W O M

E N 'S

R R

P R

O

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C

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N

S

TO

R A G

E

S

TO

R A G

E

JA

N

'S C

LO

S

E T

EXHIBITS

STORAGE

MECHANICAL

WILDLIFE

OBSERVATORY

EXHIBITS

FISH TANK

A U

D

IT

O R

IU

M

R E

C E

P

TIO

N /L

O B

B Y

M E

C H

A N

IC

A

L

M E

C H

A N

IC

A

L

S

TO

R A

G E

G

IF

T S H

O P

A B

A R

R

ELEV.

V E

S

TIB

U

LE

EXHIBITS

/1 A075

/1 A074

/1 A075

/1 A074

/1 A073 /1 A074

/1 A073 /1 A074

THIS OVERALL PLAN IS FOR CONTEXT, REFER TO

ENLARGED PLANS FOR MORE INFORMATION.

NO DEMOLITION WORK TO BE DONE IN THE BASEMENT.

STAIR 1

A B

C

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

1/16" = 1'-0"

DEMOLITION PLAN - LEVEL 1

9777 PYRAMID COURT, SUITE 265

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PROJ NO:

SCALE:

DATE:

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SHEET NO.

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A072

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IN

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KEYPLAN

PROJECT

NORTH

TRUE

NORTH

GENERAL NOTES - DEMOLITION

1. PROTECT AREAS NOT IN SCOPE OF WORK OR ITEMS TO REMAIN DURING CONSTRUCTION

2. PATCH AND REPAIR ANY DAMAGE

3. REMOVE ALL WALLS INDICATED BY DASHED RED LINETYPE

4. FLOOR AREAS HATCHED IN RED DENOTE CARPET AND TILE REMOVAL

5. GC SHALL BE RESPONSIBLE FOR TEMPORARY RELOCATION OF BUILT-IN FURNITURE TO ON-SITE

STORAGE AND FOR REINSTALLATION OF SUCH FURNITURE TO ITS ORIGINAL LOCATION UPON

COMPLETION OF WORK. COORDINATE WITH OWNER

A B

CORRIDOR CORRIDOR CORRIDOR

LOBBY

STORAGE

CONFERENCE

OFFICE

OFFICE OFFICE

OFFICE

OFFICE OFFICE OFFICE OFFICE RECEPTION

OFFICE

OFFICE OFFICE

OFFICE

MEN'S RR

LUNCHROOM

OFFICE OFFICE OFFICE OFFICE CLASSROOM

CLASSROOM

OFFICEOFFICE

OFFICE OFFICE

STAIR 2

ELEV.

/1 A074

/1 A074

00.01

00.02

00.0300.04

WOMEN'S RR

00.02

00.04 00.03

00.01

00.19

00.19

00.28

00.28

00.23

00.23 00.21

00.21

00.30

00.30

00.23

00.23 00.2300.23

00.2300.2300.2300.23 00.2300.23

00.2300.23

00.23 00.23

00.23 00.23 00.23

STAIR 1

00.43

197'-4"

'-0

02.0402.0402.04

02.04 02.04

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

GENERAL NOTES - DEMOLITION

1. PROTECT AREAS NOT IN SCOPE OF WORK OR ITEMS TO REMAIN DURING CONSTRUCTION

2. PATCH AND REPAIR ANY DAMAGE

3. REMOVE ALL WALLS INDICATED BY DASHED RED LINETYPE

4. FLOOR AREAS HATCHED IN RED DENOTE CARPET AND TILE REMOVAL

5. GC SHALL BE RESPONSIBLE FOR TEMPORARY RELOCATION OF BUILT-IN FURNITURE TO ON-SITE

STORAGE AND FOR REINSTALLATION OF SUCH FURNITURE TO ITS ORIGINAL LOCATION UPON

COMPLETION OF WORK. COORDINATE WITH OWNER

KEYNOTE LEGEND

00.01 REMOVE STOREFRONT DOOR AND SIDELITE

00.02 REMOVE ALL EXISTING FLOOR AND WALL TILING

00.03 REMOVE EXISTING SINKS AND COUNTER TOPS

00.04 TOILETS AND URINALS TO REMAIN. SALVAGE FOR REINSTALLATION IF NEEDED TO BE REMOVED

FOR DEMOLITION WORK

00.19 REMOVE EXISTING TOILET PARTITIONS

00.21 REMOVE ALL EXISTING SOAP DISPENSERS, MIRRORS, ABA GRAB BARS, SANITARY NAPKIN

DISPOSALS, AND TOILET PAPER DISPENSERS

00.23 REMOVE ALL EXISTING CARPETING

00.28 REMOVE EXISTING PAPER TOWEL DISPENSER

00.30 REMOVE EXISTING WOOD DOOR

00.43 REMOVE EXISTING FEMININE CARE DISPENSER

02.04 EXISTING DOWNSPOUTS TO BE REMOVED

9777 PYRAMID COURT, SUITE 265

ENGLEWOOD CO 80112

TEPA ENGINEERING SERVICES, LLC

ENGINEER

LICENSE:

PROJ NO:

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

SHEET NO.

P R

E P

A R

E D

F O

R

R E

V

IS

IO

N

S

S H

E E

T T

IT

L E

DATE:

As indicated

/1

/2

:3

:3

A

M

CSS

MP/MM

6/12/2026

185232

U S

F W

S

F O

U N

D A

T

IO

N R

E H

A B

G P

N C

D E

M O

L

IT

IO

N

P L

A N

S

A R

E A

A

A073

E A

S T

T H

S T

W

IC

H

IT

A

K

S

N O

D

A T

E D

E S

C R

IP

T

IO

N

/3

/2

D

R A

W

IN

G S

/1

/2

C O

N S

T R

U C

T

IO

N D

R A

W

IN

G S

KEYPLAN

1/8" = 1'-0"

DEMOLITION PLAN - LEVEL 1 - AREA A

PROJECT

NORTH

TRUE

NORTH

- DIMENSIONS PROVIDED ARE

APPROXIMATE ONLY

- MAINTAIN, PROTECT, AND

KEEP OPERATIONAL ALL

EXISTING FIRE SPRINKLER

LINES, SPRINKLER HEADS,

AND LIGHTING

CEILING HEIGHT IN THE ADMIN WING IS 10'

M E N 'S

R R

W O M

E N 'S

R R

P R

O

JE

C

TIO

N

S

TO

R A G

E

S

TO

R A G

E

JA

N

'S C

LO

S

E T

A U

D

IT

O R

IU

M

R E

C E

P

TIO

N /L

O B

B Y

M E

C H

A N

IC

A

L

M E

C H

A N

IC

A

L

S

TO

R A

G E

G

IF

T S H

O P

A B

A R

R

ELEV.

V E

S

TIB

U

LE

EXHIBITS

/1 A075/1 A075

/1 A073

/1 A073

00.03

00.04

00.19

00.04

00.04

00.06

00.29

00.03 00.19

00.29

00.21

00.20

00.22

00.31

00.23

00.23

00.02

00.02

00.02

00.23

00.23

00.36

00.23

00.38

00.43

'-8

5/ 8"

'-9

'-1

0 3 /8

13'-11 7/8"

35'-3 1/4"

8'-4 3/8"

3'-4

57'-7 1/2"

46'-3 7/8"

'-0

7/ 8"

02.04

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

9777 PYRAMID COURT, SUITE 265

ENGLEWOOD CO 80112

TEPA ENGINEERING SERVICES, LLC

ENGINEER

LICENSE:

PROJ NO:

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

SHEET NO.

P R

E P

A R

E D

F O

R

R E

V

IS

IO

N

S

S H

E E

T T

IT

L E

DATE:

As indicated

/1

/2

:3

:3

A

M

CSS

MP/MM

6/12/2026

185232

U S

F W

S

F O

U N

D A

T

IO

N R

E H

A B

G P

N C

D E

M O

L

IT

IO

N

P L

A N

S

A R

E A

B

A074

E A

S T

T H

S T

W

IC

H

IT

A

K

S

N O

D

A T

E D

E S

C R

IP

T

IO

N

/3

/2

D

R A

W

IN

G S

/1

/2

C O

N S

T R

U C

T

IO

N D

R A

W

IN

G S

KEYPLAN

1/8" = 1'-0"

DEMOLITION PLAN - LEVEL 1 - AREA B

PROJECT

NORTH

TRUE

NORTH

GENERAL NOTES - DEMOLITION

1. PROTECT AREAS NOT IN SCOPE OF WORK OR ITEMS TO REMAIN DURING CONSTRUCTION

2. PATCH AND REPAIR ANY DAMAGE

3. REMOVE ALL WALLS INDICATED BY DASHED RED LINETYPE

4. FLOOR AREAS HATCHED IN RED DENOTE CARPET AND TILE REMOVAL

5. GC SHALL BE RESPONSIBLE FOR TEMPORARY RELOCATION OF BUILT-IN FURNITURE TO ON-SITE

STORAGE AND FOR REINSTALLATION OF SUCH FURNITURE TO ITS ORIGINAL LOCATION UPON

COMPLETION OF WORK. COORDINATE WITH OWNER

KEYNOTE LEGEND

00.02 REMOVE ALL EXISTING FLOOR AND WALL TILING

00.03 REMOVE EXISTING SINKS AND COUNTER TOPS

00.04 TOILETS AND URINALS TO REMAIN. SALVAGE FOR REINSTALLATION IF NEEDED TO BE REMOVED

FOR DEMOLITION WORK

00.06 REMOVE ALL EXHIBITS AND EXHIBIT ENLOSURES TO BARE WALLS AND STRUCTURE ABOVE, COORDINATE WITH OWNER ON ITEMS TO BE SALVAGED

00.19 REMOVE EXISTING TOILET PARTITIONS

00.20 ABA RESTROOM SINK TO REMAIN. SALVAGE FOR REINSTALLATION IF NEEDED TO BE REMOVED

FOR DEMOLITION WORK

00.21 REMOVE ALL EXISTING SOAP DISPENSERS, MIRRORS, ABA GRAB BARS,…