CCB SOUTH ADA ENTRY WALKWAY 75% CD

(1)

PROJECT SITE

PROJECT NARRATIVE

THIS PROJECT INCLUDES REPAIRING THE SOUTH ENTRANCE WALKWAY TO MEET ADA REQUIREMENTS AT THE SOUTH ENTRANCE OF THE CITY AND COUNTY BUILDING, 1437 BANNOCK ST. THE EXISTING WALKWAY FROM BACK OF SIDEWALK TO THE EXPANSION JOINT AT THE BUILDING FAÇADE WILL BE DEMOLISHED AND REPAIRED. THERE WILL BE A LEVEL LANDING JUST OUTSIDE THE ENTRY ACCOMMODATING EXISTING ADA PUSH

BUTTON. FROM THE SOUTH EDGE OF THAT LANDING A SLOPED WALKWAY WILL EXTEND TO MEET THE BACK OF EXISTING SIDEWALK AT A SLOPE OF LESS THAN 5%. PER CODE AND ADA, NO HANDRAILS ARE REQUIRED OR PROVIDED.

ISSUE / REVISION:

PROJECT NUMBER DATE

DRAWN BY CHECKED BY

NO. DESCRIPTION DATE

ARCHITECT

Iron Horse Architects 1900 Grant Street Suite 1130 Denver, CO 80203

Contact: Tara Burke

Email: [email protected]

STRUCTURAL ENGINEER

S. A. Miro, INC.

4582 S Ulster St #750 Denver, CO 80237 Contact: Jason Carr Email: [email protected]

ACCESSIBILITY

Meeting the Challenge 3630 Sinton Rd #103 Colorado Springs, CO 80907 Contact: Philip Williams Email: [email protected]

COST ESTIMATION

Rider Levett Bucknall 1675 Larimer St Denver, CO 80202 Contact: Virginia McAllister Email: [email protected]

CITY AND COUNTY OF DENVER

Department of Transportation & Infrastructure 201 W. Colfax Ave, Dept. 608

Denver, CO 80202 Contact: Matthew Woods

Email: [email protected]

1900 Grant Street, Suite 1130 Denver, Colorado 80203 Phone: 720-855-7572

www.iron-horse-architects.com

This document is an instrument of services and as such, remains the property of the Architect.

The use of this document is limited and can be extended only by written agreement with IRON HORSE ARCHITECTS, INC.

NO T FO R CO NS TR UC TI O N

9/17/2020 3:57:34 PM

75% CD

09/10/20

COVER SHEET

201807.010

EMD TLB 09/08/20

CCB SOUTH ADA ENTRY WALKWAY

C C B S O U T H A D A E N T R Y W A L K W A Y 1 4 3 7 B a n n o c k S t D e n v e r, C O 8 0 2 0 2

C I V I L

C 0 . 2 1 SITE PLAN C1.01 DEMO PLAN C2.21 GRADING PLAN ARCHITECTURAL

A0.10 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS A0.11 SITE REFERENCE PHOTOS

A1.00 SITE PLAN AND ENTRY PLANS A2.00 ENTRY ELEVATIONS

A8.20 ACCESSIBILITY - 2009 ANSI 117.1 Grand total: 8

DRAWING INDEX

NOT TO SCALE A0.00

CCB VICINITY MAP

1

1 75% CD 09/10/20

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CCB ADA ENTRY WALKWAY

ISSUE / REVISION:

PROJECT NUMBER DATE

DRAWN BY CHECKED BY

20095

ACR CRF 08 SEPTEMBER, 2020

1437 Bannock St

NOT FOR CONSTRUCTION

S.A. MIRO INC.

CONSULTING ENGINEERS

1 75% CD 9/10/2020

Denver, CO 80202

NO SCALE

1

C-XXX

CONCRETE SIDEWALK THICKENED EDGE DETAIL

COMPACTED SUBGRADE 6"

12"

THICKNESS PER PLAN

CONCRETE PAVEMENT

1.5"R

6X6/10X10 W.W.F.

EXPANSION JOINT PER CCD STD. DTL. 11.1

C0.21

SITE PLAN

14TH AVE

EX W EX W EX W EX W EX W EX W

EX W EX W

EX WEX WEX WEX W

EX W EX W EX W EX W

EX W EX W EX W

EX W

EX WEX WEX W

EX W EX W EX W EX W EX W EX W EX W

EX WEX W

EX W

EX W EX W EX W

EX WEX W

EX W

EX W EX W EX W

W W

EXISTING MANHOLE TO REMAIN

PROPOSED CONCRETE PAD RE: ARCHITECTURAL PLANS 30"X48" CLEAR FLOOR SPACE

ADA PUSH BUTTON

RE: ARCHITECTURAL PLANS

EXISTING BIKE RACKS TO REMAIN

13' 6.08'

EXISTING WALK

L1

C1

L2

L3 L4 C2 L5

EXISTING UTILITIES TO REMAIN

PROPERTY LINE

EXISTING UTILITIES TO REMAIN

EXPANSION JOINT PER CCD STD. DTL. 11.1

3.9'

RELOCATED EXISTING SIGN

RE: ARCHITECTURAL PLANS RELOCATED EXISTING SIGN

RE: ARCHITECTURAL PLANS

EXISTING UTILITY MANHOLES TO REMAIN

CONCRETE SIDEWALK THICKENED EDGE RE: DTL. THIS SHEET

5

SCALE: 1" = 5' 0 5

1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY

DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE WORK SHOWN ON THE PLANS OR DESCRIBED IN THE SPECIFICATIONS IN A SATISFACTORY MANNER. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, TOOLS, LABOR, AND INCIDENTALS TO COMPLETE THE WORK.

3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AT THEIR EXPENSE TO COMPLETE ALL GRADING, UTILITY WORK AND INSTALLATION OF EROSION CONTROL MEASURES.

4. THE CONTRACTOR SHALL COORDINATE WORK WITH ALL ADJACENT PROJECTS.

5. DURING CONSTRUCTION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T0 PROTECT EXISTING UTILITY LINES SHOWN ON THESE PLANS AND THOSE UTILITY LINES WHICH MAY NOT BE SHOWN ON THESE PLANS.

6. EXISTING SITE INFORMATION SHOWN ON THESE DRAWINGS IS BASED UPON AVAILABLE SURVEY BY SEH, INC. DATED AUGUST 28, 2020. S.A. MIRO, INC. MAKES NO WARRANTIES OR

CERTIFICATION OF THE COMPLETENESS OR ACCURACY OF THE EXISTING CONDITIONS

PRESENTED. THE CONTRACTOR SHALL INSPECT THE SITE TO ASSESS EXISTING CONDITIONS, AND SATISFY THEMSELVES THAT THE DOCUMENTS ACCURATELY REPRESENT THE SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND DURING INITIAL

INSPECTIONS, OR SUBSEQUENTLY, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY FOR RESOLUTION RELATIVE TO THE INTENDED CONSTRUCTION.

7. THE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED USING FIELD SURVEY DATA LOCATING MANHOLES, WATER VALVES, ELECTRICAL EQUIPMENT, AND OTHER FEATURES FOUND AT THE SURFACE. NO SUBSURFACE EXPLORATION HAS BEEN DONE TO VERIFY EXACT LOCATION OF EXISTING UTILITIES. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICT PRIOR TO CONSTRUCTION.

8. THE CONTRACTOR SHALL BEAR THE FULL COST OF REMOVAL, REPLACEMENT AND DELAY RELATED TO UNVERIFIED EXISTING CONDITIONS. WHERE THE CONTRACTOR FINDS CONFLICTS OR DISCREPANCIES, THEY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER.

9. THE CONTRACTOR SHALL NOTIFY APPROPRIATE ENTITIES FOR UTILITY LOCATES AND START OF CONSTRUCTION PRIOR TO ANY WORK BEING STARTED.

10. THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH ALL AFFECTED PARTIES PRIOR TO ANY OUTAGES OR SHUTDOWN OF SERVICE.

11. ALL QUANTITIES SHOWN ON THESE PLANS ARE SHOWN FOR BIDDING PURPOSES ONLY.

CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES PRIOR TO CONSTRUCTION AND ORDERING OF ANY MATERIALS.

12. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

13. THE CONTRACTOR SHALL FOLLOW/VERIFY THE INTENT OF THE DESIGN AT ALL LOCATIONS OF TIE-IN TO EXISTING FEATURES.

14. THE BASIS OF BEARING IS BASED ON CONTROL POINT #202 A CHISELED "X" IN CONCRETE WALK TO CONTROL POINT #201 A CHISELED "X" IN CONCRETE WALK, BREADING N 87°58'49" E, A

DISTANCE OF 308.65'.

PROPOSED 6" CONCRETE PAVEMENT

NOTES:

LEGEND:

EXISTING SIDEWALK

EXISTING CURB AND GUTTER

X X

EXISTING SIGN EXISTING FENCE

EX W EXISTING WATER LINE EXISTING FIRE HYDRANT EXISTING VALVE

EXISTING VALVE BOX

RE: CCD DTL. 7.7

W

EXISTING WATER MANHOLE

LINE TABLE

SEGMENT L1 L2 L3 L4 L5

LENGTH 18.38' 20.01' 5.60' 2.22' 18.40'

DIRECTION S0°10'05"W S89°38'52"E S0°10'05"W S89°49'55"E S0°10'05"W

STARTING N,E 393948.49, 573851.22 393917.19, 573847.36 393922.66, 573867.39 393922.67, 573865.17 393948.43, 573864.22

ENDING N,E 393930.11, 573851.16 393917.07, 573867.37 393917.07, 573867.37 393922.66, 573867.39 393930.03, 573864.16

CURVE TABLE

SEGMENT C1 C2

LENGTH 13.55'

7.46'

RADIUS 25.00' 25.00'

CHORD DIRECTION S15°04'40"W

S7°45'40"E

CHORD LENGTH 13.38'

7.43'

START N,E 393930.11, 573851.16 393930.03, 573864.16

END N,E 393917.19, 573847.68 393922.67, 573865.17

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CCB ADA ENTRY WALKWAY

ISSUE / REVISION:

PROJECT NUMBER DATE

DRAWN BY CHECKED BY

20095

1437 Bannock St

NOT FOR CONSTRUCTION

S.A. MIRO INC.

1 75% CD 9/10/2020

Denver, CO 80202

C1.01

DEMO PLAN

XX

EX W EX W EX W EX W EX W EX W

EX W EX W

EX WEX WEX WEX W

EX W EX W EX W EX W

EX W EX W EX W

EX W

EX WEX WEX W

EX W EX W EX W EX W EX W EX W EX W

EX WEX W

EX W

EX W EX W EX W

EX WEX W

EX W

EX W EX W EX W

EX E EX E EX E EX E

EX G EX G EX G EX G EX G EX G EX G EX G EX G

EX G EX G EX G

EX G EX GEX G EX G

W W

1 2

1

2

EXISTING EXPANSION JOINT LIMIT OF WORK

14TH AVENUE

EXISTING MANHOLE (PROTECT IN PLACE)

EXISTING BIKE RACKS (PROTECT IN PLACE) EXISTING UTILITIES

(PROTECT IN PLACE) EXISTING UTILITIES

(PROTECT IN PLACE)

EXISTING UTILITY MANHOLES (PROTECT IN PLACE)

3

5

SCALE: 1" = 5' 0 5

CONCRETE SIDEWALK REMOVAL CURB REMOVAL

LEGEND:

NOTES:

REMOVE HANDRAIL 1

REMOVE, PROTECT & REINSTALL SIGN 2

1. UNLESS OTHERWISE NOTED, EXISTING UTILITIES AND STRUCTURES SHALL REMAIN AND BE PROTECTED IN PLACE.

2. THE CONTRACTOR SHALL PROTECT ALL ADJACENT IMPROVEMENTS (BUILDINGS, ROADWAYS, FENCES, PARKING LOTS, UTILITIES, ETC.) FROM DAMAGE AND EROSION. ALL DISTURBED AREAS OUTSIDE OF THE LIMITS OF WORK SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.

REMOVE, PROTECT & REINSTALL ADA PUSH BUTTON 3

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CCB ADA ENTRY WALKWAY

ISSUE / REVISION:

PROJECT NUMBER DATE

DRAWN BY CHECKED BY

20095

1437 Bannock St

NOT FOR CONSTRUCTION

S.A. MIRO INC.

1 75% CD 9/10/2020

Denver, CO 80202

C2.21

GRADING PLAN

SECTION A ADA RAMP SECTION

SCALE: 1" = 5'

14TH AVE

5238.0

5239.0

5238.50 FS 5238.73 FS 5239.14 FS/GB

5238.57 FS

5237.95 ME

5238.42 ME

5238.23 ME

4.6%

5239.27 ME 5239.24 ME

5239.25 ME

5238.87 FS 5238.83 FS

PROPERTY LINE

5239.13 FS/GB

5238.85 FS 5238.91 FS

5239.23 FS/GB 5239.22 FS/GB

C2.21 A4.6%3.5%1.5%

5238.0

5238.2 5238.4

5238.6 5238.8 5239.0 5239.2

5238.2

5238.4

5238.6

5238.8

5238.4

5238.0 5237.8

5237.6

11.0%

5.0%

2.2%

5.3%

W W

ADJUST RIM ELEVATIONS TO PROPOSED GRADES

10

SCALE: 1" = 10'

10 0

LEGEND:

NOTES:

5345

5343 PROPOSED MINOR CONTOURS PROPOSED MAJOR CONTOURS PROPOSED SPOT ELEVATION 43.50

5345

5343 EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS EXISTING SPOT ELEVATION 43.50

1. SITE GRADING (EXCAVATION, EMBANKMENTS, AND COMPACTION) SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST GEOTECHNICAL REPORT FOR THIS PROPERTY.

2. SPOT ELEVATIONS MAY BE ABBREVIATED FOR CLARITY. REFER TO THE ADJACENT CONTOUR LABELS FOR FULL ELEVATIONS.

3. MAXIMUM PROPOSED SLOPES SHALL BE 4:1 UNLESS NOTED OTHERWISE.

4. SPOT ELEVATIONS ARE TO FLOWLINE UNLESS NOTED OTHERWISE.

5. PROPOSED GRADING SHALL MEET AND MATCH EXISTING GRADE AT LIMITS OF DISTURBANCE.

6. PROPOSED GRADING AS SHOWN REFLECTS PLANNED FINISHED GRADE. THE CONTRACTOR SHALL ACCOUNT FOR PAVEMENT DEPTH, SUBGRADE REQUIREMENTS, OVEREXCAVATION, TOPSOIL, AND ANY PLANNED SURFACING CONSTRUCTION.

7. MAXIMUM TEMPORARY SLOPES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND IN COMPLIANCE WITH OSHA REQUIREMENTS.

8. THE CONTRACTOR SHALL CONFORM TO OVEREXCAVATION REQUIREMENTS DETAILED WITHIN THE PROJECT SPECIFICATIONS. OVEREXCAVATION REQUIREMENTS ARE NOT DEPICTED ON THE CIVIL PLANS.

FS FINISHED SURFACE

GB GRADE BREAK

ME MATCH EXISTING

EX. BLDG

5.0% 2%

6.08' 25.3'

ADA PUSH BUTTON

EX. WALK 5238.11 ME

5239.13 FS/GB

5239.25 ME

MAX MAX

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CONSTRUCTION SYMBOLS

1 A6.05

88 A101

DETAIL VIEW DETAIL NUMBER

SHEET NUMBER

ENLARGED PLAN OR CALLOUT DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION DETAIL NUMBER

SHEET NUMBER

99? SHEET KEYNOTE

DRAWING NUMBER

SHEET NUMBER

NORTH ARROW

SHEET SYMBOLS

REVISION TAG 1

STANDARD MATERIALS

ALUMINUM

CONCRETE

EARTH GRAVEL

SAND OR GROUT STEEL

VIEW SCALE VIEW NAME

1

A101

GENERAL NOTES

1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ESTABLISH LOCATION OF ALL PARTITIONS, OPENINGS, EQUIPMENT, ETC.

2. LARGER SCALE DRAWINGS AND DETAILS HAVE PRIORITY OVER SMALLER SCALE DRAWINGS.

3. ALL DRAWINGS AND SPECIFICATIONS PROVIDED ARE CONSIDERED TO BE COMPLIMENTARY.

ITEMS SHOWN IN ANY LOCATION IN THE DOCUMENTS SHALL BE CONSIDERED PART OF THE WORK. IN THE EVENT OF INCONSISTENCIES BETWEEN THE DOCUMENTS PROVIDED BY THE VARIOUS INVOLVED DISCIPLINES, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE ARCHITECT IN WRITING PRIOR TO PROCEEDING.

4. CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.

5. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE WORK SHOWN ON THE PLANS OR DESCRIBED IN THE SPECIFICATIONS IN A SATISFACTORY MANNER. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, TOOLS, LABOR AND INCIDENTALS TO COMPLETE THE WORK.

6. THE GENERAL CONTRACTOR SHALL HAVE A FULL-TIME REPRESENTATIVE ON SITE AT ALL TIMES WHILE THE CONSTRUCTION ACTIVITIES ARE OCCURRING ON SITE.

7. THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLNE AND MAY REQUIRE REFFERENCE TO THE DRAWINGS OF ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR OR THEIR SUBCONTRACTORS

8. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE OWNER.

9. THE ARCHITECTURAL DRAWINGS ESTABLISH, COORDINATE AS WELL AS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL EXPOSED ELEMENTS OF THE WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES.

10. THE CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED INSPECTIONS OF WORK, INCLUDING THAT PERFORMED BY THE OWNER. CONTRACTOR SHALL REGULARLY UPDATE THE OWNER REGARDING THE STATUS OF INSPECTIONS

11. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH APPLICABLE UTILITY PROVIDERS.

LOCATION OF ALL EXISTING UTILITIES (PRIVATE OR PUBLIC) SHALL BE IDENTIFIED OR VERIFIED BY CONTRACTOR PRIOR TO MOBILIZATION, CONSTRUCTION, OR ORDERING OF MATERIALS.

12. THE DRAWINGS ARE TYPICALLY SCHEMATIC IN NATURE. MODIFICATIONS IN ELEMENTS (SUCH AS DUCTS, PIPING, CONDUIT, WIRING, ETC) MAY BE REQUIRED TO ACCOMMODATE ACTUAL FIELD CONDITIONS.

13. THE DRAWINGS SHALL NOT BE REPRODUCED FOR SUBMITTALS. DRAWINGS OR PORTIONS THEREOF USED FOR SUBMITTALS WILL BE REJECTED AND RETURNED TO THE

CONTRACTOR WITHOUT APPROVAL.

14. THE CONTRACTOR SHALL PROVIDE AND COORDINATE ALL BLOCK-OUTS, SLEEVES, INSERTS, BOLTS, PLATES, ETC. FOR ALL TRADES PRIOR TO PLACING CONCRETE OR MASONRY.

15. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS, METHODS AND SEQUENCES OF CONSTRUCTION.

16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION PERSONNEL AND AUTHORIZED VISITORS.

17. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH OWNER'S PROCEDURES FOR MAINTAINING A SECURE SITE AND BUILDING.

18. EACH INSTALLER SHALL EXAMINE THE SUBSTRATE CONDITION AND/OR SITE CONDITIONS WHICH AFFECT THE QUALITY OF EACH PRODUCT TO BE INSTALLED. IF ANY CONDITIONS EXIST WHICH WILL HAVE A DETRIMENTAL EFFECT ON THE QUALITY OF THE INSTALLATION, THE INSTALLER SHALL IMMEDIATELY ADVISE THE CONTRACTOR FOR CORRECTION.

INSTALLATION SHALL NOT PROCEED UNTIL THE UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION OF PRODUCTS SHALL SIGNIFY ACCEPTANCE BY THE INSTALLER OF THE SUBSTRATE CONDITIONS.

19. THE CONTRACTOR SHALL MAINTAIN CURRENT/UPDATED RECORD DRAWINGS ON SITE AT ALL TIMES.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL COORDINATION EFFORTS AND ASSIGNMENT OF RESPONSIBILITY OF WORK OF ALL SUBCONTRACTORS FOR ALL PORTIONS OF WORK RELATED TO THE ENTIRETY OF THE CONTRACT DOCUMENTS.

21. FOR THE PURPOSE OF PRICING/ESTIMATES, WHEN THERE IS A CONFLICT/DISCREPANCY IN THE DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR IS TO PRICE THE HIGHER ITEM.

22. CONTRACTOR TO CONFIRM EXTENTS AND LOCATION OF CONSTRUCTION LAY DOWN AREA WITH THE OWNER.

23. "TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILARCONDITIONS THROUGHOUT, UNLESS NOTED OTHERWISE.

24. NOTES TO "ALIGN" MEAN TO ALIGN FINISHED FACE OF PARTITION, U.N.O., AND SHALL HAVE PRIORITY OVER A DIMENSIONED LOCATION.

25. DIMENSIONS NOTED AS "CLEAR" OR "CLR" INDICATE DIMENSION TO BE MAINTAINED FROMFINISHED FACE OF SURFACES.

26. DRAWINGS WERE PREPARED USING PRODUCT SPECIFIC CONFIGURATION INFORMATION.

ACTUAL DIMENSIONS AND DETAILS FOR SPECIFICALLY SELECTED MATERIALS MAY CHANGE BEFORE INCORPORATION INTO THE WORK. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS OF ALL PRODUCTS BEFORE INCORPORATION INTO THE WORK, AND IS RESPONSIBLE FOR ACCOMMODATING ANY CHANGES TO OTHER MATERIALS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES

27. SEPARATE ALL DISSIMILAR MATERIALS AS REQUIRED TO PREVENT CORROSION AS RECOMMENDED BY THE RESPECTIVE PRODUCT MANUFACTURER.

DEMOLITION NOTES

1. COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY, AND ENVIRONMENTAL PROTECTION.

2. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE CLIENT OR OWNER.

3. REMOVE TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK.

LEAVE CONTRACT AREAS AND SITE CLEAN, ORDERLY, AND IN A CONDITION ACCEPTABLE FOR NEW OR OTHER CONSTRUCTION.

4. PROTECT ALL ITEMS AND FINISHES THAT ARE TO REMAIN OR BE RE-USED IN ACCORDANCE WITH A PROTECTION PLAN TO BE REVIEWED AND APPROVED BY AN ARCHITECT. PATCH, REPAIR, AND/OR REFINISH ANY AREAS TO REMAIN THAT ARE AFFECTED BY DEMOLITION SO THAT THEY ARE CONTINUOUS, SMOOTH, AND MATCH ADJACENT FINISH

5. COORDINATE WITH THE OWNER’S REPRESENTATIVE REGARDING ANY

SALVAGEABLE MATERIAL OR EQUIPMENT DURING DEMOLITION. ANY SALVAGABLE ITEMS NOT TO BE REUSED OR WANTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR..

6. MEANS AND METHODS OF DEMOLITION IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK. HOWEVER, IF THE DEMOLITION PROCESS VIBRATES OR IMPACTS ADJACENT AREAS, REPAIRS MAY BE

NECESSARY. IT IS THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO DOCUMENT ANY EXISTING DAMAGE PRIOR TO COMMENCEMENT OF WORK TO AVOID REPAIRS OF DAMAGE NOT CAUSED BY CONTRACTOR.

7. CONTRACTOR SHALL NOTIFY BUILDING OWNER PRIOR TO DEMOLITION OR

SAWCUTTING TO ENSURE WORK WILL NOT DISRUPT ADJACENT SPACES. COMPLY WITH ALL NOISE MITIGATION REQUESTS BY BUILDING OWNER.

8. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES AND MATERIALS OF EXISTING ELEMENTS TO REMAIN. LIMIT DAMAGE TO THE SMALLER AREA IF POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK.

9. EXCEPT WHERE NOTED OTHERWISE, REMOVE DEMOLISHED MATERIALS FROM THE SITE.THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION AND DEMOLITION DEBRIS. DO NOT BURN, BURY OR OTHERWISE DISPOSE OF MATERIALS ON SITE. REMOVE DEMOLISHED MATERIALS FROM SITE AS THE WORK PROGRESSES. UPON COMPLETION OF WORK, LEAVE AREAS IN CLEAN CONDITION.

10. SAWCUT AND REMOVE EXISTING CONCRETE AS REQUIRED FOR INSTALLATION OF NEW PLUMBING/ELECTRICAL SYSTEMS. UNDER SLAB VAPOR BARRIER, WHERE OCCURRS, TO BE PATCHED AND REPLACED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE DETAILS OF INSTALLATION FOR ARCHITECT REVIEW.

11. CONTRACTOR SHALL OBTAIN APPROVAL OF OWNER FOR DETAILS RELATED TO ALL SITE ACCESS AND REMOVAL PLANS.

DEMOLITION DEFINITIONS

"REMOVE"

1. EXTRACT THE ITEM FROM ITS POSITION. DISPOSE OF THE ITEM AS DIRECTED IN COMPLIANCE WITH THE AUTHORITY HAVING JURISDICTION.

a) PROMPTLY REMOVE DEBRIS RESULTING FROM REMOVAL OPERATIONS. DO NOT LET DEBRIS ACCUMULATE ON THE SITE.

b) DISCONNECT ITEMS WHICH ARE PART OF AN EXISTING SYSTEM FROM THE SYSTEM AND PERMANENTLY PLUG OR CAP THE RESULTING OPENINGS. DO NOT DISCONNECT SECURITY SYSTEM WITHOUT 30 DAYS NOTICE AND WRITTEN APPROVAL OF THE OWNER.

2. AFTER MATERIALS AND EQUIPMENT ARE REMOVED, INSPECT THE STRUCTURE TO REMAIN IN PLACE AND NOTIFY OWNER OF DEFECTS UNCOVERED. REPAIR OF SUCH DEFECTS AND OTHER ADDITIONAL WORK REQUIRED BY THE OWNER WILL BE COMPENSATED BY CONTRACT

ADJUSTMENT IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT.

"SALVAGE"

1. THIS TERM MAY BE APPLIED TO USEFUL MATERIAL OR EQUIPMENT. DISMANTLE SUCH ITEMS TO USEFUL SIZES, SHAPES OR COMPONENTS AND DELIVER THE ITEMS NOTED FOR SALVAGE TO THE OWNER, SET UP OR PACKAGED FOR STORAGE AS DIRECTED BY THE OWNER OR AS SPECIFIED.

PLACE EQUIPMENT ON WOOD SKIDS FOR EASE OF HANDLING. REMOVAL OF PAINT, DEGREASING OR CLEANING, EXCEPT THAT REQUIRED FOR NORMAL HANDLING, WILL NOT BE REQUIRED FOR ITEMS CLASSIFIED AS SALVAGE. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER.

"TRASH"

1. CLASSIFY AS TRASH ALL UNUSABLE OR UNSALVAGEABLE MATERIALS, SUCH AS USED LUMBER, BROKEN CONCRETE, MASONRY, GLASS, ROOFING AND SHEET METAL, PIPE, AND STEEL. SORT AND REMOVE TRASH AS THE WORK PROGRESSES AND DIVERT TO RECYCLING PLANT. WHEN MATERIAL IS UNABLE TO BE RECYCLED, LEGALLY DISPOSE OF THE TRASH OFF THE SITE.

MIN FOR CONTROLS

3'-2"

MAX FOR CONTROLS

4'-0"

DOOR ADA PUSH BUTTON TOP OF FACEPLATE

4'-0"

CONTROLS

1'-3" MIN

ACCESSIBILITY ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING : 1. COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20,

DOORS AND DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF ICC/ANSI A117.1-2009, CHAPTER 4.

2. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404

CHANGES IN LEVEL - ANSI 117.1 SEC. 303:

1. VERTICAL - CHANGES IN LEVEL OF 1/4 INCH MAXIMUM HEIGHT SHALL BE PERMITTED TO BE VERTICAL.

2. BEVELED - CHANGES IN LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.

3. RAMPS - CHANGES IN LEVEL GREATER THAN 1/2 INCH IN HEIGHT SHALL BE RAMPED AND SHALL COMPLY WITH SECTION 405 OR 406

4. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. ANSI 117.1 SEC. 403.3

UNOBSTRUCTED FORWARD REACH

44" MAX

> 20" - 25"

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

48" MAX

15" MIN

OBSTRUCTED HIGH SIDE REACH LIMITS

34" MAX 48" MAX MAX

10"

MAX 10"

48" MAX

15" MIN

UNOBSTRUCTED HIGH SIDE REACH LIMITS NOTE:

EXISTING ELEMENTS THAT ARE NOT ALTERED SHALL BE PERMITTED AT 54"

MAX ABOVE FLOOR (308.3.1 EXCEPTION)

*PER ICC/ANSI A117.1-2009 SECTION 308 MANEUVERING CLEARANCES AT MANUAL SWING DOORS AND GATES

TYPE OF USE MINIMUM MANEUVERING CLEARANCE

APPROACH DIRECTION FROM FRONT

DOOR OR GATE SIDE PULL

PERPENDICULAR TO DOORWAY PARRALLEL TO DOORWAY 60 INCHES (1525 mm) 18 INCHES (455 mm)

PULL SIDE

FRONT APPROACH 18" MIN

60" MIN

POST MOUNTED PROTRUDING OBJECTS

27" - 80"

12" MAX 12" MAX NOTES:

1. FREE STANDING SIGNS ON POSTS OR PYLONS W/ BOTTOM EDGE AT 80" OR LESS ABOVE FINISH FLOOR OR GROUND, EDGES OF SIGN SHALL BE ROUNDED W/ MIN. RADIUS OF .125 INCHES.

2. PROTRUDING OBJECTS SHALL NOT REDUCE CLEAR WIDTH OF ACCESSIBLE ROUTE OR MANEUVERING SPACE.

3. AT VERTICAL CLEARANCES REDUCED BELOW 80" SHALL HAVE A BARRIER TO WARN BLIND OR VISUALLY IMPAIRED.

*PER ICC/ANSI A117.1-2009 SECTION 308

ISSUE / REVISION:

PROJECT NUMBER DATE

DRAWN BY CHECKED BY

NO T FO R CO NS TR UC TI O N

BIM 360://CCD ADA Assesment/CCD ADA Assessment_IHA_A_2020.rvt

9/17/2020 3:57:34 PM

GENERAL NOTES, SYMBOLS, &

ABBREVIATIONS

C C B S O U T H A D A E N T R Y W A L K W A Y

A0.10

201807.010

EMD TLB 09/08/20

1 4 3 7 B a n n o c k S t D e n v e r, C O 8 0 2 0 2

2' 4'

0' 8'8' 16'

W/O WITHOUT

W/ WITH

W

VIF VERIFY IN FIELD

V

UNO UNLESS NOTED OTHERWISE

U

TO .. TOP OF ...

T

ROW RIGHT OF WAY REF REFERENCE

R

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

O

N/A NOT APPLICABLE

N

MH MANHOLE

MAX MAXIMUM

M

JT JOINT

J

GEN GENERAL

GC GENERAL CONTRACTOR

G

FT FOOT, FEET FF FINSHED FLOOR

F

EXT EXTERIOR EXP EXPANSION ELEV ELEVATION ELEC ELECTRIC(AL) EJ EXPANSION JOINT

E

DTL DETAIL

DEPT DEPARTMENT

DEG DEGREE

D

CONST CONSTRUCTION CJ CONTROL JOINT

C

ARCH ARCHITECT(URAL)

ADA AMERICANS WITH DISABILITIES ACT

A

ABBREVIATIONS

1 75% CD 09/10/20

1/2" = 1'-0"

MOUNTING HEIGHTS

1/2" = 1'-0"

A0.10

ADA MAXIMUM REACH 2009 ANSI A117.1

1

1/4" = 1'-0"

A0.10

DOOR CLEARANCES 2009 ANSI A117.1

3

1/4" = 1'-0"

A0.10

PROTRUDING OBJECTS 2009 ANSI A117.1

2 ADA NOTES

4

(6)

ISSUE / REVISION:

PROJECT NUMBER DATE

DRAWN BY CHECKED BY

NO T FO R CO NS TR UC TI O N

9/17/2020 3:57:38 PM

SITE REFERENCE PHOTOS

C C B S O U T H A D A E N T R Y W A L K W A Y

A0.11

201807.010

EMD TLB 09/08/20

1 4 3 7 B a n n o c k S t D e n v e r, C O 8 0 2 0 2

NOT TO SCALE A0.11

ENTRY CONNECTION TO EXISTING SIDEWALK

4

NOT TO SCALE A0.11

VIEW OF ENTRY FROM EXISTING SIDWALK

2

NOT TO SCALE A0.11

VIEW OF ENTRY FROM EXISTING SIDEWALK

1

NOT TO SCALE A0.11

EXISTING ENTRY

3

1 75% CD 09/10/20

(7)

W. 14TH AVENUE (SIDE STREET)

EXTENT OF WORK

C H E R O K E E S T . (R E A R S T R E E T )

W. COLFAX AVENUE (SIDE STREET)

B A N N O C K S T . (P R IM A R Y S T R E E T ) EXISTING

CITY & COUNTY BUILDING

1 A2.00 2

A1.00

8 A2.00 7

A2.00

ROW

VIF 23'-6 3/4"

VIF 272'-4"

VIF 24'-4"

VIF

27'-6" VIF

438'-6"

VIF

26'-6 3/4" VIF

438'-6"

EXISTING PARKING EXISTING PARKING

EXISTING LANDSCAPE AREA

EXISTING LANDSCAPE

AREA EXISTING

LANDSCAPE AREA

EXISTING LANDSCAPE AREA

W. 14TH AVENUE

5 A2.00 4

A2.00

102 103 105 106

104 107

102 104

104

108 109 110

113 113 114 102 116 116 117 118

112

101 119

111

1 A2.00 13'-0"

W. 14TH AVENUE

3'-11" 13'-0"

3'-1"

1.5% SLOP

E DN

DN

VIF6'-1"

- - 8 A2.00 7

A2.00

2'-6"3'-7"

2'-6"

ALIGN 2'-0" 2'-0"

24" MIN2'-7 1/2"

8" 8"

104 104

104

101 110

117

120 122

123 124

121

120 125

126 127

112

111

120

GENERAL NOTES

1. SITE PLAN INCLUDED FOR REFERENCE ONLY.

REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

2. PROVIDE WALKS WITH LEVEL LANDINGS AT ALL EXTERIOR DOORS WITH NOT LESS THAN 60 INCHES X 60 INCHES IN DIMENSION AND WITH MAXIMUM 2 PERCENT SLOPE.

3. SURFACE CROSS SLOPE GRADIENT SHALL NOT EXCEED 2 PERCENT AT WALKS AND PATHS WITHIN THE ACCESSIBLE PATH OF TRAVEL.

4. PUBLIC WALKS FROM THE BUILDING TO PUBLIC RIGHT OF WAY AND TO PARKING AREAS

DESIGNATED AS ACCESSIBLE SHALL HAVE WALKS A MINIMUM OF 48 INCHES WIDE AND WITH A GRADIENT NOT GREATER THAN 5 PERCENT WITH NO ABRUPT CHANGES GREATER THAN 1/4 INCH IN THE DIRECTION OF TRAVEL.

5. ACCESSIBLE ROUTE SHALL HAVE LEVEL PASSING SPACE OF 60 INCHES x 60 INCHES AT INTERVALS OF 200 FEET.

6. THE NORTH PROPERTY LINE IS APPROXIMATE

SHEET KEYNOTES

ISSUE / REVISION:

PROJECT NUMBER DATE

DRAWN BY CHECKED BY

NO T FO R CO NS TR UC TI O N

9/17/2020 3:57:39 PM

SITE PLAN AND ENTRY PLANS

C C B S O U T H A D A E N T R Y W A L K W A Y

A1.00

201807.010

EMD TLB 09/08/20

1 4 3 7 B a n n o c k S t D e n v e r, C O 8 0 2 0 2

1" = 30'-0"

A1.00

EXISTING SITE PLAN

1

8' 15'

0' 30'30' 60'

1 75% CD 09/10/20

2' 4'

0' 8'8' 16'

2' 4'

0' 8'8' 16'

1/8" = 1'-0"

A1.00

EXISTING ENTRY PLAN

2

1/8" = 1'-0"

A1.00

PROPOSED ENTRY PLAN

3

101 EXISTING CURB TO REMAIN 102 EXISTING CONCRETE CURB TO BE

REMOVED

103 EXISTING CONCRETE SLAB AND BIKE RACKS TO REMAIN

104 EXISTING MANHOLES TO REMAIN 105 EXISTING TRASH CAN TO BE SALVAGED 106 EXISTING CONCRETE SLAB TO BE

REMOVED AND REPLACED

107 EXISTING ADA PUSH BUTTON STANCHION ASSEMBLY TO BE REMOVED AND

PROTECTED FOR REINSTALLATION 108 EXISTING UTILITIES TO REMAIN

109 EXISTING SIGNAGE BASE PLATE AND POST TO BE REMOVED AND PROTECTED FOR REINSTALLATION

110 EXISTING EXPANSION JOINT AND LIMIT OF WORK

111 EXISTING SIDWALK TO REMAIN 112 ROW/PROPERTY LINE

113 EXISTING HANDRAILS TO BE REMOVED, PROTECTED AND SALVAGED

114 EXISTING CONCRETE PAD TO BE REMOVED

116 EXISTING IRRIGATION BOXES TO REMAIN 117 EXISTING BUILDING

118 EXISTING SIGNAGE ASSEMBLY TO BE REMOVED AND PROTECTED FOR REINSTALLATION

119 PROVIDE TOP SOIL AND SOD WHERE GRADING IMPROVEMENTS OCCUR. REPAIR ALL TURF DAMAGED DURING

CONSTRUCTION

120 EXISTING BIKE RACKS TO REMAIN 121 30" x 48" CLEAR FLOOR SPACE

122 EXISTING ADA PUSH BUTTON STANCHION TO BE REINSTALLED SO THE TOP OF THE BUTTON IS BETWEEN 30" AND 48" MAX ABOVE TOP OF SLAB. CONTRACTOR TO FIELD COORDINATE ADDITIONAL CONDUIT FOR FUTURE CARD READER BY OWNER PRIOR TO INSTALLATION OF CONCRETE SLAB AND RE-USED STANCHION

123 ADJUST BACKFLOW AND IRRIGATION BOXES TO PROPOSED GRADING 124 REPLACE SIGN TO INDICATE NEW ADA

ACCESSIBLE ENTRY, EXISTING STANCHION TO REMAIN. REF DETAIL 2/A2.00

125 5% MAX SLOPE REF: GRADING PLAN ON C2.21 FOR SPECIFIC SLOPE

126 NEW CONCRETE SLAB FOR INSTALLATION OF TRASH CAN BY OWNER

127 ADJUST IRRIGATION BOXES TO PROPOSED GRADING

(8)

6 A2.00

3'-2 1/2"4 1/2"

201 202 203 204 205

201 206 206 207

202 208 209

210 211 207

2 A2.00

1.50 %

6'-1"

24'-6"

W. 14TH AVE.

PROPOSED WALKWAY EXISTING

SIDEWALK

213 209 212 204

1.50 %

6'-1" VIF

PROPOSED WALKWAY

EXISTING SIDEWALK

W. 14TH AVE.

201 202 212

213 204 208

EXISTING WALKWAY EXISTING

SIDEWALK W. 14TH AVE.

214 203 204 206 205

201

EXISTING WALKWAY

EXISTING SIDEWALK

W. 14TH AVE.

207

201 202 206

204

203

214

1'-0"

1'-6"

215 214

GENERAL NOTES

1. PROVIDE WALKS WITH LEVEL LANDINGS AT ALL EXTERIOR DOORS WITH NOT LESS THAN 60 INCHES X 60 INCHES IN DIMENSION AND WITH MAXIMUM 2 PERCENT SLOPE.

2. SURFACE CROSS SLOPE GRADIENT SHALL NOT EXCEED 2 PERCENT AT WALKS AND PATHS WITHIN THE ACCESSIBLE PATH OF TRAVEL.

3. PUBLIC WALKS FROM THE BUILDING TO PUBLIC RIGHT OF WAY AND TO PARKING AREAS

DESIGNATED AS ACCESSIBLE SHALL HAVE WALKS A MINIMUM OF 48 INCHES WIDE AND WITH A GRADIENT NOT GREATER THAN 5 PERCENT WITH NO ABRUPT CHANGES GREATER THAN 1/4 INCH IN THE DIRECTION OF TRAVEL.

4. ACCESSIBLE ROUTE SHALL HAVE LEVEL PASSING SPACE OF 60 INCHES x 60 INCHES AT INTERVALS OF 200 FEET.

SHEET KEYNOTES

ISSUE / REVISION:

PROJECT NUMBER DATE

DRAWN BY CHECKED BY

NO T FO R CO NS TR UC TI O N

9/17/2020 3:57:40 PM

ENTRY ELEVATIONS

C C B S O U T H A D A E N T R Y W A L K W A Y

A2.00

201807.010

EMD TLB 09/08/20

1 4 3 7 B a n n o c k S t D e n v e r, C O 8 0 2 0 2

1" = 20'-0"

A2.00

SOUTH ELEVATION

1

5' 10'

0' 20'20' 40'

1/8" = 1'-0"

A2.00

EXISTING SOUTH ELEVATION - ENLARGED

3

1/8" = 1'-0"

A2.00

PROPOSED SOUTH ELEVATION - ENLARGED

6

1' 2'

0' 4'4' 8'

2' 4'

0' 8'8' 16'

1 75% CD 09/10/20

1/8" = 1'-0"

A2.00

PROPOSED EAST ENTRY - ELEVATION

8

1/8" = 1'-0"

A2.00

PROPOSED WEST ENTRY - ELEVATION

7

1' 2'

0' 4'4' 8'

2' 4'

0' 8'8' 16'

1/8" = 1'-0"

A2.00

EXISTING EAST ENTRY - ELEVATION

5

1/8" = 1'-0"

A2.00

EXISTING WEST ENTRY - ELEVATION

4

1' 2'

0' 4'4' 8'

2' 4'

0' 8'8' 16'

1 1/2" = 1'-0"

A2.00

SIGNAGE DETAIL

2

201 EXISTING CONCRETE CURB TO BE REMOVED

202 EXISTING BIKE RACKS TO REMAIN 203 EXISTING TRASH CAN TO BE SALVAGED 204 EXISTING ADA PUSH BUTTON STANCHION

ASSEMBLY TO BE REMOVED AND PROTECTED FOR REINSTALLATION

205 EXISTING SIGNAGE BASE PLATE AND POST TO BE REMOVED AND PROTECTED FOR REINSTALLATION

206 EXISTING HANDRAILS TO BE REMOVED, PROTECTED AND SALVAGED

207 EXISTING SIGNAGE ASSEMBLY TO BE REMOVED AND PROTECTED FOR REINSTALLATION

208 EXISTING ADA PUSH BUTTON STANCHION TO BE REINSTALLED SO THE TOP OF THE BUTTON IS BETWEEN 30" AND 48" MAX ABOVE TOP OF SLAB. CONTRACTOR TO FIELD COORDINATE ADDITIONAL CONDUIT FOR FUTURE CARD READER BY OWNER PRIOR TO INSTALLATION OF CONCRETE SLAB AND RE-USED STANCHION

209 REPLACE SIGN TO INDICATE NEW ADA ACCESSIBLE ENTRY. REINSTALL EXISTING POST AND BASE PLATE. REF DETAIL 2/A2.00

210 GRADING TO BE FILLED AND BROUGHT UP TO MEET NEW CONCRETE

211 NEW CONCRETE SLAB FOR INSTALLATION OF TRASH CAN BY OWNER

212 5% MAX SLOPE REF: GRADING PLAN ON C2.21 FOR SPECIFIC SLOPE

213 NEW LEVEL LANDING

214 PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT ENTRY - WHITE FIGURE ON BLUE BACKGROUND. BLUE EQUAL TO COLOR NO. 15090 IN FED. STD. 595B.

SIGNAGE TO BE 16 GAUGE GALVANIZED STEEL

215 REFER TO DETAIL 2/A0.10 FOR POST MOUNTED PROTRUDING OBJECTS. VIF CURRENT HEIGHT AND MATCH EXISTING IF COMPLIANT

(9)

East Entry c.1930,

no railing

(10)

North Entry,

c. 1975, no

railing

(11)

East Entry

c.1980, no

railing

(12)

(13)

(14)

(15)

(16)

(17)

(18)

(19)