BID PACKAGE GREATER DAYTON RTAproc.greaterdaytonrta.org/docs/17-25/IFB GD17-25 RTA East 3.pdf ·...

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4 SOUTH MAIN STREETDAYTON, OHIO 45402

EXTERIOR AND RESTROOM IMPROVEMENTSEASTOWN & WESTOWN TRANSIT CENTERS

# GD17-2598 MEEKS DR., DAYTON, OH 45432 (EASTOWN)

115 ELMHURST RD., DAYTON, OHIO 45417 (WESTOWN)

FOR

GREATER DAYTON RTA

BID PACKAGE

STANDARD OF CARE:

IN PROVIDING SERVICES ALAN SCHERRASSOCIATES, LLC (ASA) WILL ENDEAVOR TOPERFORM IN A MANNER CONSISTENT WITH THATDEGREE OF CARE AND SKILL ORDINARILYEXPRESSED BY MEMBERS OF THE SAMEPROFESSION CURRENTLY PRACTICING UNDERSIMILAR CIRCUMSTANCES AT THE SAME TIME AND INTHE SAME OR SIMILAR LOCALITY. ASA MAKES NOWARRANTY, EXPRESS OR IMPLIED, AS TO ITSPROFESSIONAL SERVICES RENDERED.

G1.01E EASTOWN TITLE SHEETG1.02E STANDARDSG1.03E DOOR / FRAME / FINISH SCHEDULES & PAINT COLORSG1.11E EXISTING EXTERIOR CONDITIONS PHOTOS 1G1.12E EXISTING EXTERIOR CONDITIONS PHOTOS 2

AD1.11E SITE & BUILDING PLAN- DEMOLITIONAD1.12E SITE & BUILDING PHOTOS- DEMOLITION & REPAIRAD1.21E INTERIOR PLANS- DEMOLITIONAD1.22E INTERIOR PHOTOS 1- DEMOLITIONAD1.23E INTERIOR PHOTOS 2- DEMOLITION

AS1.01E SITE GRADING & UTILITY PLAN

L1.01E LANDSCAPING PLAN

A1.11E SITE PLAN- NEW WORKA1.12E SITE PLANS PHOTOS- NEW WORKA1.21E INTERIOR PLANS- NEW WORKA2.01E RCP & ROOF PLANSA3.01E EXTERIOR ELEVATIONSA4.01E BUILDING DETAILSA4.02E DETAILS

EASTOWN

OWNERGREATER DAYTON RTA4 SOUTH MAIN STREETDAYTON, OHIO 45402

CONTACT: ROBERT RUZINSKY

ARCHITECT OFRECORDDG3 DESIGN GROUP, LLC55 HILLSIDE COURTENGLEWOOD, OHIO 45322PHONE: 937.832.1150FAX: 937.832.1590

CONTACT: ALAN SCHERR , AIA

ENGINEERINGM ENGINEERING750 BROOKEDGE BOULEVARDWESTERVILLE, OHIO 43081PHONE: 614.839.4639FAX: 614.839.2222

CONTACT: SHIGE MOROI

THE PROJECT SITE WILL REMAIN OPEN ANDPROVIDING BUS SERVICE DURING THE ENTIRECONSTRUCTION PERIOD. MIN. OF TWO BUS STOPSTO BE OPEN AT ALL TIMES. CONTRACTOR TOCOORDINATE WITH OWNER (RTA) ACCESS TO THESITE AND STAGING AREA. CONTRACTOR TOSUBMIT PHASING PLAN FOR FINAL APPROVAL.

CONTRACTOR NOTE:

ALTERNATE A-1E: GUARD HOUSE CLEAN-UP (EASTOWN)PROVIDE CMU TUCKPOINTING, DEMO DAMAGED CMU AND REPLACE, CLEAN CMU AS INDICATED IN DRAWINGS. PAINT SOFFITS AND ROOF.

ALTERNATE A-1W: GUARD HOUSE CLEAN-UP (WESTOWN)PROVIDE CMU TUCKPOINTING, DEMO DAMAGED CMU AND REPLACE, CLEAN CMU AS INDICATED IN DRAWINGS.

ALTERNATE A-2E: REMOVAL OF GUARD HOUSE (EASTOWN)REMOVE GUARD HOUSE AND INSTALL SIDEWALK TOMATCH ADJACENT NEW SIDEWALK. PAINT SOFFITS AND ROOF.

ALTERNATE A-2W: REMOVAL OF GUARD HOUSE (WESTOWN)REMOVE GUARD HOUSE AND INSTALL SIDEWALK TOMATCH ADJACENT NEW SIDEWALK.

ALTERNATES:

G1.01W WESTOWN TITLE SHEETG1.02W STANDARDSG1.03W DOOR / FRAME / FINISH SCHEDULES & PAINT COLORSG1.11W EXISTING EXTERIOR CONDITIONS PHOTOS 1G1.12W EXISTING EXTERIOR CONDITIONS PHOTOS 2

AD1.11W SITE & BUILDING PLAN- DEMOLITIONAD1.12W SITE & BUILDING PHOTOS- DEMOLITION & REPAIRAD1.13W SITE & BUILDING PHOTOS- DEMOLITION & REPAIRAD1.21W INTERIOR PLANS- DEMOLITIONAD1.22W INTERIOR PHOTOS 1- DEMOLITIONAD1.23W INTERIOR PHOTOS 2- DEMOLITION

AS1.01W SITE GRADING & UTILITY PLAN

L1.01W LANDSCAPING PLAN

A1.11W SITE PLAN- NEW WORKA1.12W SITE PLANS PHOTOS- NEW WORKA1.21W INTERIOR PLANS- NEW WORKA2.01W RCP & ROOF PLANSA3.01W EXTERIOR ELEVATIONSA4.01W BUILDING DETAILSA4.02W DETAILS

WESTOWN

G1.00 OVERALL TITLE SHEET

DRAWING INDEX:

GREATER DAYTON RTAWEST HUB

GREATER DAYTON RTAWEST HUB

GREATER DAYTON RTAEAST HUB


4 SOUTH MAIN STREETDAYTON, OHIO 45402

EXTERIOR AND RESTROOM IMPROVEMENTSEASTOWN TRANSIT CENTER

98 MEEKS DR., DAYTON, OH 45432

FOR

GREATER DAYTON RTA


STANDARD OF CARE:

IN PROVIDING SERVICES ALAN SCHERRASSOCIATES, LLC (ASA) WILL ENDEAVOR TOPERFORM IN A MANNER CONSISTENT WITH THATDEGREE OF CARE AND SKILL ORDINARILYEXPRESSED BY MEMBERS OF THE SAMEPROFESSION CURRENTLY PRACTICING UNDERSIMILAR CIRCUMSTANCES AT THE SAME TIME AND INTHE SAME OR SIMILAR LOCALITY. ASA MAKES NOWARRANTY, EXPRESS OR IMPLIED, AS TO ITSPROFESSIONAL SERVICES RENDERED.

SCALE: N.T.S.

SITE AERIAL

SCALE: N.T.S.

VICINITY MAP

SCALE: 1"= 30'-0"

SITE ACCESS & STAGING AREA

G1.01E EASTOWN TITLE SHEETG1.02E STANDARDSG1.03E DOOR / FRAME / FINISH SCHEDULES & PAINT

COLORSG1.11E EXISTING EXTERIOR CONDITIONS PHOTOS 1G1.12E EXISTING EXTERIOR CONDITIONS PHOTOS 2

AD1.11E SITE & BUILDING PLAN- DEMOLITIONAD1.12E SITE & BUILDING PHOTOS- DEMOLITION & REPAIRAD1.21E INTERIOR PLANS- DEMOLITIONAD1.22E INTERIOR PHOTOS 1- DEMOLITIONAD1.23E INTERIOR PHOTOS 2- DEMOLITION

AS1.01E SITE GRADING & UTILITY PLAN

L1.01E LANDSCAPING PLAN

A1.11E SITE PLAN- NEW WORKA1.12E SITE PLANS PHOTOS- NEW WORKA1.21E INTERIOR PLANS- NEW WORKA2.01E RCP & ROOF PLANSA3.01E EXTERIOR ELEVATIONSA4.01E BUILDING DETAILSA4.02E DETAILS

WORK INCLUDES BUT IS NOT LIMITED TO THEFOLLOWING UPGRADE TO THE EXISTING BUILDINGAND SITE:

1. NEW ADA COMPLIANT CURB CUTS, NEWCONCRETE SIDEWALKS AND LANDSCAPING.

2. REDUCTION OF THE NUMBER OF BUS STOPSFROM 10 TO 8 AND RE-ALIGNMENT OF THE BUSDRIVE LANES.

3. INSTALLATION OF THREE NEW FLAG POLES,TREES AND LANDSCAPING.

4. INSTALLATION OF THE SITE AMENITIES (I.E.BENCHES, TRASH RECEPTACLES AND ETC).

5. PAINTING OF THE EXISTING METAL ROOF ANDBUILDING COMPONENTS.

6. CAPPING OF EXISTING ALUMINUM STOREFRONTSYSTEMS.

7. NEW INTERIOR PLANTER WALL.8. NEW LIGHTING FOR BUILDING AND COVERED

SEATING AREAS.9. IMPROVEMENTS TO THE EXISTING MEN'S,

WOMEN'S AND EMPLOYEE'S RESTROOMS.10. GENERAL: DEMOLITION, NEW CONSTRUCTION,

MECHANICAL, ELECTRICAL, FIRE SUPPRESSION,PLUMBING AND INTERIOR FINISHES.

DRAWING INDEX:

SCOPE OF WORK:

OWNERGREATER DAYTON RTA4 SOUTH MAIN STREETDAYTON, OHIO 45402

CONTACT: ROBERT RUZINSKY

ARCHITECT OFRECORDDG3 DESIGN GROUP, LLC55 HILLSIDE COURTENGLEWOOD, OHIO 45322PHONE: 937.832.1150FAX: 937.832.1590

CONTACT: ALAN SCHERR , AIA

ENGINEERINGM ENGINEERING750 BROOKEDGE BOULEVARDWESTERVILLE, OHIO 43081PHONE: 614.839.4639FAX: 614.839.2222

CONTACT: SHIGE MOROI

THE PROJECT SITE WILL REMAIN OPEN ANDPROVIDING BUS SERVICE DURING THE ENTIRECONSTRUCTION PERIOD. MIN. OF TWO BUS STOPSTO BE OPEN AT ALL TIMES. CONTRACTOR TOCOORDINATE WITH OWNER (RTA) ACCESS TO THESITE AND STAGING AREA. CONTRACTOR TOSUBMIT PHASING PLAN FOR FINAL APPROVAL.

CONTRACTOR NOTE:

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BID PACKAGE

STA

GIN

G A

REA IF

NEED

ED

ALTERNATE A-1E: GUARD HOUSE CLEAN-UP (EASTOWN)PROVIDE CMU TUCKPOINTING, DEMO DAMAGED CMU AND REPLACE, CLEAN CMU AS INDICATED IN DRAWINGS. PAINT SOFFITS AND ROOF.

ALTERNATE A-2E: REMOVAL OF GUARD HOUSE (EASTOWN)REMOVE GUARD HOUSE AND INSTALL SIDEWALK TOMATCH ADJACENT NEW SIDEWALK.

ALTERNATES:

FIRE EXTINGUISHER FIRE EXTINGUISHERCABINET

STROBE

AUDIO/VISUALFIRE ALARM

FIRE ALARM PULLSTATION,GENERALLYLOCATEUNDER A/V ALARM

INTERIOR WALLMOUNTEDROOM SIGNAGE

BUILDING ENTRANCESYMBOL OFACCESSIBILITY

SIGNAGE OR PLAQUE W/TACTILE CHARACTER

EXTERIOR POST MTD.ACCESSIBLE SIGN

HANDICAP PUSHPLATE

12" MAX. FORPOST MOUNTED SIGN

PAPER TOWELDISPENSER ORMULTI-PURPOSEUNIT

WALLMOUNTEDSOAPDISPENSER

TOWEL BAR

HOOKS

URINAL

WATER CLOSET ADULT DIMENSIONS

WATER COOLER (EWC)OR

DRINKING FOUNTAIN(DF)

30" MIN.CLEAR

LIFE SAFETY EQUIPMENT ACCESSIBLE EQUIPMENT AND SIGNAGE

ACCESSIBLE PLUMBING FIXTURES & WASHROOM ACCESSORIES

1'-8

"

44" M

AX.

17" M

AX.

34" M

AX.

17"-

19"

36" M

AX.

38"-

43"

36" M

AX

17" MIN.19" MAX

LAVATORY

42" MAX.

33"-

36"

39"

-41"

18" M

IN

SIDE VIEW FRONT VIEW

EQUIPMENTPERMITTEDIN THIS AREA

HANDDRYER

$250 FINE

1'-0"

1'-6" MIRROR

2'-0" 12"

11"

8"

18"

33"-

36"

3'-0"

18"

MIN

24 MIN

12" MAX

34" M

AX

40

" M

AX

42" MIN

39"-41"

4'-0

"

4'-0

"6'-8"

5'-0

"

4'-6"

3'-0

"5'-0

"

5'-0

"

5'-0

"TO

CENTER

LOWHIGH

STANDARDS

G1.0

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ABBREVIATIONS

CL

DRAWING REFERENCE NUMBER

DRAWING TITLE

SCALE OF DRAWING


DRAWING SHEET NUMBER

A1.1

1

EXTERIOR ELEVATIONS MARKER

BUILDING/DETAIL SECTIONS MARKER

A5.1

1

ENLARGED DETAIL MARKER

A6.1 4

3

2

1

INTERIOR ELEVATIONS MARKER

REFERENCE SYMBOLS

SCALE: 3/8" = 1'-0"WALL SECTION1

CEILING SYMBOLS MATERIAL SYMBOLS

GENERAL REQUIREMENTS

NORTH ARROW

1. THIS WORK SHALL CONSIST OF THECONSTRUCTION AS TITLED AND LOCATEDAS SHOWN ON THE DRAWINGS AND HEREINSPECIFIED.

2. THIS WORK SHALL BE IN ACCORDANCE WITHTHE CODES AND STANDARDS WITHIN THESTATE OF OHIO AND ITS RESPECTIVECOMMUNITIES.

3. ALL WORK SHALL BE BASED UPON THEAPPLICABLE NATIONAL CODES AND LOCALORDINANCES AND SHALL BE INSPECTED BYAUTHORIZED INSPECTORS.

4. THE ARCHITECT WILL APPLY FOR GENERALBUILDING PERMIT & PLAN REVIEWS. THECONTRACTOR SHALL SECURE AND PAY FORALL GENERAL CONSTRUCTION PERMITS ANDINSPECTIONS REQUIRED MECHANICAL,PLUMBING, AND ELECTRICALSUB-CONTRACTORS SHALL PAY FOR THEIRPERMITS.

5. THE CONTRACTOR SHALL CHECK ANDVERIFY ALL DIMENSIONS PRIOR TOSTARTING WORK AND SHALL NOTIFY THEG.C. FOR CLARIFICATION ANDCOORDINATION.

6. CONTRACTORS ARE RESPONSIBLE FOR ACOMPLETE REVIEW OF ALL THE DRAWINGS.ITEMS AFFECTING ALL TRADES ARE PLACEDTHROUGHOUT THE SET OF DRAWINGS.

7. ANY MATERIAL OR LABOR, NEITHER SHOWNON THE DRAWINGS NOR SPECIFIED, BUTWHICH IS NECESSARY TO COMPLETE THEWORK OF A SIMILAR NATURE SHALL BEFURNISHED WITHOUT COST TO THE OWNEROR ARCHITECT.

8. EACH CONTRACTOR SHALL PROVIDE ALLMATERIAL, LABOR, AND EQUIPMENT TOCOMPLETE ALL HIS WORK AND FURNISH ACOMPLETE JOB (UNLESS OTHERWISE NOTED)IN COMPLIANCE WITH LOCAL AND STATEGOVERNING AUTHORITIES AND OTHERAUTHORITIES HAVING LAWFUL JURISDICTIONOVER THE WORK.

9. THE EXACT SIZES AND LOCATION OFEQUIPMENT AND WORK SUPPLIED BYOTHERS TO THAT WHICH ISDIAGRAMMATICALLY INDICATED ON THEDRAWINGS, SHALL BE VERIFIED ANDDETERMINED ON THE JOB BY THE G.C.SUBJECT TO CONDITIONS ANDCOORDINATION OF WORK WITH THE OTHERSUB-CONTRACTORS.

10. DRAWINGS INDICATE THE MINIMUMSTANDARDS, IF ANY WORK SHOULD BESUBSTANDARD TO ANY ORDINANCES, LAWS,CODES, RULES, OR REGULATIONS BEARINGON THEIR WORK, THE CONTRACTOR SHALLEXECUTE THE WORK CORRECTLY INACCORDANCE WITH SUCH ORDINANCES,CODES, LAWS, CODES, RULES ORREGULATIONS WITH NO INCREASE IN COST.

11. THE MECHANICAL, PLUMBING, ANDELECTRICAL SUBCONTRACTORS SHALL BEUNDER THE DIRECTION OF THE GENERALCONTRACTOR.

12. THE GENERAL CONTRACTOR AND ALLSUB-CONTRACTORS ARE RESPONSIBLE FORCUTTING AND PATCHING MATERIALSREQUIRED TO PERFORM THEIR WORK. THISINCLUDES THE PATCHING OF MATERIALS TOA "LIKE NEW" CONDITION.

13. ALL SUB-CONTRACTORS ARE RESPONSIBLEFOR LAYING OUT THEIR OWN WORK.

14. ALL CONTRACTORS ARE RESPONSIBLE TOPROTECT THEIR WORK AND MATERIALSAGAINST DAMAGE AND THEFT.

15. ALL CONTRACTORS ARE RESPONSIBLE TOPERFORM THEIR WORK IN ACCORDANCEWITH ALL LOCAL O.S.H.A. REGULATIONS.

16. IF A DISCREPANCY EXIST IN THE DRAWINGS,THE GREATER QUANTITY OR QUALITY SHALLBE PROVIDED WITHOUT EXTRA COST.

17. WORK SHALL NOT START UNTIL THECONTRACTOR RECEIVES A NOTICE TOPROCEED FROM THE OWNER.

18. THE GENERAL CONTRACTOR SHALL BERESPONSIBLE FOR MAINTAINING SECURITYFOR HIS AND THE OWNER'S PROPERTY. THECONTRACTOR SHALL MAINTAIN A CLEANAND ORDERLY WORK AND STORAGE AREA.

19. ALL WORK SHALL BE GUARANTEED FOR APERIOD OF ONE YEAR AFTER THE OWNER'SACCEPTANCE OF THE WORK.

20. ANY CHANGES IN PLAN ARRANGEMENT,DETAILING AND SPECIFIC INSTRUCTION FORTHIS PROJECT WITHOUT THE NOTIFICATIONAND APPROVAL BY THE OWNER WILL VOIDANY OBLIGATIONS AND LIABILITIES SETFORTH BY THE OWNER AND ARCHITECT.

21. CONTRACTOR TO ACCOMPLISH WORK INMANNER THAT WILL NOT DISTURB ADJACENTAREAS. GENERAL CONTRACTOR TOCOORDINATE FINAL CONSTRUCTION AREACLEAN-UP.

WORK POINT/ DATUM POINT

ROOM TAG

DOOR TAG

PARTITION TYPE

COLUMN CENTER LINES

NEW DOUBLE DOOR, FRAME & HARDWARE

NEW DOOR, FRAME & HARDWARE

EXISTING WALL

NEW FULL HEIGHT WALL

DEMO WALL

ROOM

100

WINDOW TAG

A

EXISTING DOOR

SWITCH

THEROSTAT

OUTLET

FIRE EXTINGUISHER

SINGLE GANG DATA/PHONE @ 18" A.F.F.UNLESS NOTED OTHERWISE. 1" CONDUIT TOABOVE CEILING LINE

JUNCTION BOX

FACE PLATE

COMMUNICATION DEVICE

ALARM DEVICE

KEY NOTES

CEILING HEIGHT NOTATION

SMOKE DETECTOR

MOTION DETECTORM.D.

2X4 EXISTING LIGHT FIXTURE TO REMAIN

2X4 EXISTING CEILING GRID TO REMAIN

HVAC SUPPLY DIFFUSER-SEE HVAC DRAWINGS

HVAC RETURN DIFFUSER-SEE HVAC DRAWINGS

2X4 NEW CEILING GRID

2X2 EXISTING LIGHT FIXTURE TO REMAIN

EXISTING EMERGENCY LIGHT

S

CAN LIGHT FIXTURE

EXISTING SPEAKER

TRACK LIGHT

3 LAMP SUSPENDED LIGHT FIXTURE

PENDANT LIGHT FIXTURE

FIRE ALARM PULL STATIONFA

2X4 18 CELL PARABOLIC LIGHTFLUORESCENT LIGHT FIXTURE W/ T-5BULBS-SEE ELECTRICAL

SCONCE LIGHT FIXTURE. B/ SCONCE @ 6'-0" A.F.F.

9'-0"

2X4 LIGHT FIXTURE

2X2 LIGHT FIXTURE

EMERGENCY EXIT LIGHT

EXIT LIGHT

SPRINKLER HEAD

EARTH OR COMPACTFILL

GRAVEL

CONCRETE

MORTAR/GWB

METAL/STEEL

WOOD

ROUGH FRAMING

BLOCKING

PLYWOOD/SHEATHING

BATT INSULATION

RIGID INSULATION

CONCRETE BLOCK







DRAWING TITLE

DESIGNATES NEW DEVICE/ITEM"N"

DESIGNATES EXISTING DEVICE/ITEMREMOVED AND RELOCATED

"R"

DESIGNATES EXISTING DEVICE/ITEMTO REMAIN

"E"

EXIT

EXIT

T

A

1A1.1

EXISTINGTRANSOMPANEL TO BESALVAGED,REVISED,REINSTALLEDAND PAINTED

F1D1

FIELD VERIFY

FIE

LD

VER

IFY

FIE

LD

VER

IFLY

FIELD VERIFY

FIE

LD

VER

IFY

CONT. CAULKINGBOTH SIDES (MILDEWRESISTANT @RESTROOMS)

HOLLOW METAL DOORw/ FIXED HOLLOWMETAL PANEL ASSCHEDULED

EXISTINGEXTERIOR WALLTO REMAIN

FULLY WELDED KD HMFRAME. DRILL HOLE,SLUSH FRAME FULL OFGROUT AND PATCH/PAINT

FULLY WELDED KD HMFRAME. DRILL HOLE,

SLUSH FRAME FULL OFGROUT AND PATCH/PAINT

HOLLOW METAL DOOR w/FIXED HOLLOW METALPANEL AS SCHEDULED

EXISTINGEXTERIOR WALLTO REMAIN

CONT. CAULKINGBOTH SIDES (MILDEWRESISTANT @RESTROOMS

DOOR, FRAME, FINISHSCHEDULES & PAINT

COLORS

G1.0

3E D

OO

R, FR

AM

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ISH S

CHED

ULES &

PAIN

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DOOR & HARDWARE SCHEDULEDOOR

NO. LOCATION DOOR FRAME DETAILSHDWR.SET RATING REMARKS

TYPE SIZE TYPE MAT'L HEAD JAMB SILL MINUTESMAT'L

102 WOMEN D1 EXIST HM F1 HM H1 J1 - A - TRANSOM TO BE REUSED

103 MEN D1 EXIST HM F1 HM H1 J1 - A - TRANSOM TO BE REUSED

101 MECHANICAL D1 EXIST HM F1 HM H1 J1 - B - TRANSOM TO BE REUSED

1. REFER TO DRAWINGS FOR FRAME DATA ANDDETAILS OF STOREFRONT SYSTEM.

2. HOLLOW METAL DOOR TO BE THERMALLYINSULATED, ACTUAL DOOR AT 3'-0" BY 6'-8"WITH 3'-0" BY 1'-2" EXISTING TRANSOM PANELTO BE REINSTALLED IN NEW FRAME.

HARDWARE SET:SET A: (DOORS 102 & 103)1.5 PR 4.5"x4.5" BALL BEARING HINGES US26D1 CYLINDRICAL LOCKSET, STOREROOM FUNCTION - US26D

ADA DESIGN RIGID EXTERIOR LEVER1 ELECTRIC STRIKE, MOUNT IN HOLLOW METAL JAMB - US26D

CONNECT TO EXISTING ELECTRICAL & RELEASE BUTTON SYSTEM1 CLOSER, ADA BARRIER FREE DESIGN WITH FULL COVER US26D1 THRESHOLD, THERMALLY BROKEN, ADA DESIGN, SLIP RESISTANT SURFACE US26D1 SET PERIMETER DOOR SEALS, SILICONE BULB STYLE US26D1 DOOR BOTTOM SHOE, WITH INTEGRAL DRIP AND COLD WEATHER VINYL SEAL US26D1 DEAD BOLT PRIVACY LOCK, KEY OVERRIDE US26D

DOOR MUTES AS APPROPRIATE GREY

SET B: (DOOR 101)1.5 PR 4.5"x4.5" BALL BEARING HINGES US26D1 CYLINDRICAL LOCKSET, STOREROOM FUNCTION - US26D

ADA DESIGN RIGID EXTERIOR LEVER1 CLOSER, ADA BARRIER FREE DESIGN WITH FULL COVER US26D1 THRESHOLD, THERMALLY BROKEN, ADA DESIGN, SLIP RESISTANT SURFACE US26D1 SET PERIMETER DOOR SEALS, SILICONE BULB STYLE US26D1 DOOR BOTTOM SHOE, WITH INTEGRAL DRIP AND COLD WEATHER VINYL SEAL US26D

DOOR MUTES AS APPROPRIATE GREYATTACH TO EXISTING CARD READER CONTROLS US26D

1 1/4" = 1'-0"

DOOR AND FRAME TYPES3

1 1/2" = 1'-0"

HEAD DETAIL H12 1 1/2" = 1'-0"

JAMB DETAIL J1

EXISTING EXTERIORCONDITIONS PHOTOS 1

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PHOTO 01 PHOTO 02 PHOTO 03 PHOTO 04 PHOTO 05

NTS

EXISTING SITE/BUILDING PHOTOGRAPH KEY PLAN

PHOTO 06 PHOTO 07

PHOTO 08 PHOTO 09 PHOTO 10 PHOTO 14PHOTO 11 PHOTO12 PHOTO 13

PHOTO 15 PHOTO 16 PHOTO 17 PHOTO 18


NOTE:PHOTO NUMBERS INDICATEDCORRELATE TOPHOTOGRAPHS SHOWN ONTHIS SHEET AND SHEET G1.12E


PHOTO 27 PHOTO 28

01

02

03

04

05

06

07

08

09

10

12

1314

11

16

15

17

28

19

18

20

26

27

25

2423

21 2229

39

40

3842

31

3230

43

41

56

52

54

35

55

36

51

50

3334

53

37

48

44 45

46

49

49

47

EXISTING EXTERIORCONDITIONS PHOTOS 2

G1.12

E E

XIS

TIN

G E

XTER

IOR

CO

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PHOTO 29 PHOTO 30 PHOTO 31 PHOTO 32 PHOTO 33

NTS

EXISTING SITE/BUILDING PHOTOGRAPH KEY PLAN

PHOTO 34 PHOTO 35

PHOTO 36 PHOTO 37 PHOTO 38 PHOTO 42PHOTO 39 PHOTO 40 PHOTO 41



NOTE:PHOTO NUMBERS INDICATEDCORRELATE TOPHOTOGRAPHS SHOWN ONTHIS SHEET AND SHEET G1.11E


PHOTO 55 PHOTO 56

01

02

03

04

05

06

07

08

09

10

12

1314

11

16

15

17

28

19

18

20

26

27

25

2423

21 2229

39

40

3842

31

3230

43

41

56

52

54

35

55

36

51

50

3334

53

37

48

44 45

46

49

49

47

AD1.11E

2

DEMO EXISTINGCONCRETE/SIDEWALK

EXISTING SITE LEGEND

DEMO EXISTINGGRASS/MULCH

EXISTING GRASS/MULCH TO REMAIN

SITE & BUILDING PLAN-DEMOLITION

AD

1.11

E S

ITE &

BUILD

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PLAN-

DEM

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DEMOLITION NOTES:

1. EXISTING POLE TO REMAIN.2. CONTRACTOR TO REMOVE CONCRETE WALK. DISPOSE OF OFF SITE.3. EXISTING SIGN TO REMAIN.4. CONTRACTOR TO REMOVE CONCRETE INTEGRAL RAMP/CURB. EXCAVATE

TO PROPOSED SUBGRADE DEPTH TO PROVIDE SPECIFIED MATERIALTHICKNESS OF PROPOSED NEW CONCRETE ADA APRON RAMP.

5. CONTRACTOR TO RIP TOPSOIL, REMOVE LANDSCAPING AND VEGETATIONWHERE NOTED AND IN GENERAL CONSTRUCTION AREAS. EXCAVATE TOPROPOSED SUBGRADE DEPTH TO PROVIDE SPECIFIED MATERIAL THICKNESSOF PROPOSED LANDSCAPE CONSTRUCTION.

6. EXISTING SIDEWALK TO REMAIN.7. EXISTING TREE TO REMAIN. PROTECT DURING CONSTRUCTION.8. EXISTING IRRIGATION SYSTEM TO BE REWORKED FOR NEW LAYOUT.

COORDINATE WITH IRRIGATION SYSTEM CONTRATOR.9. REMOVE EXISTING PAINTED METAL BENCH THIS AREA. STORE FOR

REINSTALLATION.10. REMOVE EXISTING DOOR, FRAME AND HARDWARE. KEEP LOCK BOXES FOR

REINSTALLATION.11. REMOVE EXISTING CAMERA TO ALLOW FOR PAINTING AND THEN REINSTALL

IMMEDIATELY.12. EXISTING GRASS LAWN/MULCH AREA TO REMAIN.13. EXISTING HANDICAP OPERATOR TO REMAIN.14. EXISTING CONCRETE TO REMAIN.15. REMOVE EXISTING BUS SHELTER. AND SALVAGE FOR REUSE.16. EXISTING CONCRETE DRIVE TO REMAIN.17. EXISTING LIGHT POLE TO REMAIN (TYP).

EXISTING UTILITIES NOTE:

VERIFY EXACT LOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION AS SOME OF THETHESE UTILITIES WERE NOT FIELD LOCATED ORVERIFIED.

STORM WATER/EROSION CONTROL:

ANY CONTRACTOR OR SUBCONTRACTOR ON THE PROJECT THAT HAS ANYRESPONSIBILITY TO INSTALL, INSPECT, OR MAINTAIN EROSION, SEDIMENT OR POLLUTIONCONTROL MEASURES SHOULD PROVIDE CONTRACTOR/SUBCONTRACTOR CERTIFICATIONFOR STORM WATER POLLUTION PREVENTION AND MAINTAIN ON THE CONSTRUCTION SITEFOR THE DURATION OF PERMIT COVERAGE. THEY SHALL BE RESPONSIBLE FORADHERING TO REQUIRED SEDIMENT AND EROSION CONTROL METHODS NOTED. INADDITION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE COMPLIANCE WITH THE TERMSAND CONDITIONS OF THE PERMITS.

CONTRACTOR IS RESPONSIBLE FOR CONDUCTING INSPECTIONS AND MAINTENANCE OFALL INSTALLLED TEMPORARY EROSION CONTROL MEASURES EVERY 7 CALENDAR DAYSAND WITHIN 24 HOURS OF ANY STORM EVENT IN WHICH ONE HALF INCH OF RAIN FALLSWITHIN A 24 HOUR PERIOD. THSE INSPECTIONS FORMS MUST BE MAINTAINED IN THE SITESTORM WATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE OEPA NPDESCONSTRUCTION STORM WATER PERMIT.

ALL AREAS OF DISTURBANCE ON THE SITE MUST BE SEEDED WITHIN SEVEN DAYS OFREACHING FINAL GRADE IN THAT AREA. ANY EXCESS SOIL AREAS (SOIL PILES) MUSTALSO BE STABILIZED WITHIN SEVERN DAYS OF THE LAST CONSTRUCTION ACTIVITIES WITHIN THE AREA. THESE EXPOSED SOILS SHOULD BE SEEDED WITH ODOT CLASS 1 SEED ANDMULCHED ACCORDING TO ODOT ITEM 659.

A. CONTRACTOR TO MAINTAIN ACCESS FOR BUSES AND PATRONS FOR ENTRY AND EXIT TO PROVIDECONTINUED OPERATION OF THE SITE AND EMERGENCY LIGHTS, FIRE ALARMS FOR LIFE SAFETY DURINGDEMOLITION AND CONSTRUCTION.

B. CONTRACTOR TO PROTECT EXISTING FIRE ALARM PULL STATIONS DURING DEMOLITION ANDCONSTRUCTION.

C. CONTRACTOR TO PROTECT AND MAINTAIN EXISTING ELECTRIC PANELS AND COMMUNICATION ELEMENTSDURING DEMOLITION AND CONSTRUCTION.

D. CONTRACTOR TO PATCH ALL EXISTING WALLS, CEILINGS, FLOORS, ETC. TO FINISHED APPEARANCETHAT ARE OR MAY BECOME DISTURBED DURING DEMOLITION AND CONSTRUCTION.

E. CONTRACTOR TO INSTALL DUST BARRIERS AT ALL ENTRANCE LOCATIONS TO EGRESS HALLWAY ASREQUIRED TO MINIMIZE DUST ACCUMULATION IN THE ENTIRE SPACE.

F. SEE ELECTRICAL DRAWINGS FOR REQUIRED ELECTRICAL DEMOLITION AND NEW WORK.

GENERAL NOTES:

1 1" = 20'-0"

OVERALL SITE PLAN - DEMOLITION

21/8" = 1'-0"

BUILDING FLOOR PLAN - DEMOLITION

18. REMOVE AND SALVAGE EXISTING TRASH RECEPTACLE. TURN OVER TO RTA.19. REMOVE AND SALVAGE EXISTING SIGN. REINSTALL PER NEW WORK NOTES.20. REMOVE EXISTING METAL PANEL CEILING AS REQUIRED FOR NEW LIGHT

FIXTURE INSTALL. REINSTALL AFTER FIXTURES ARE COMPLETED. SEEELECTRICAL DRAWINGS.

21. EXISTING BIKE RACK TO REMAIN.22. COORDINATE DRILLING HOLES FOR EMT TO BE INSTALLED WITHIN CENTER

STRUCTURAL SUPPORT. DRILL HOLES ABOVE CEILING LINE AND BELOWGRADE. SEE ELECTRICAL DRAWINGS.

23. EXISTING FLAG POLE TO REMAIN.24. EXISTING BUILDING TO RE REMOVED (ALT A-2E).25. EXISTING CONCRETE CURB & GUTTER TO REMAIN.26. EXISTING DAMAGED PORTION OF CONCRETE CURB & GUTTER TO BE

REMOVED; SEE SHEET AD1.12E.27. DAMAGED CMU BLOCK TO BE REMOVED AND REPLACED WITH NEW CMU;

SEE AD1.12E , A4.01E AND A3.01E FOR MORE INFORMATION.28. EXISTING FIXTURES THIS COLUMN TO BE REMOVED AS REQUIRED FOR NEW

WORK. INSTALL WHEN NEW WORK IS DONE FOR AS LITTLE INTERRUPTION ASPOSSIBLE.

29. REMOVE EXISTING SIGNAGE AS REQUIRED FOR NEW WORK. INSTALL NEWSIGNS MATCHING REMOVED SIGNS WHEN NEW WORK IS COMPLETE.

G. LOCATION OF UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD SURVEYS ANDLOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TOCONTACT THE VARIOUS UTILITY COMPANIES TO LOCATED THEIR FACILITIES PRIOR TO STARTINGCONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGEAND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.

H. REMOVE EXISTING BUILDING SIGNAGE ALL LOCATIONS TO ALLOW FOR NEW WORK AND THEN REINSTALL.I. REMOVE ALL EXISTING LOOSE, FLAKY OR PEELING PAINT ON ALL EXTERIOR AND INTERIOR EXPOSED

STEEL BEAMS, ROOFING, GUTTERS, DOWNSPOUTS, TRIM AND ETC TO BE PAINTED. PREP SURFACESFOR NEW PAINT PER PAINT MANUFACTURER RECOMMENDATIONS.

J. CONTRACTOR SHALL REPAIR ANY CURRENTLY DAMAGED AND/OR DETERIORATED CURBS AROUND THEBUS DRIVE ISLAND.

1616

5 5

55

1616

1616

1616

STAGING AREA: CONTRACTORTO REPAIR TO LIKE EXISTINGCONDITIONS UPON PROJECTCOMPLETION

3

3

3

12

12

12

12

7

17

7

17

7

3

3

6

6

4

2

2

2

2

2

2

2

2

2

2

2

2

4

24

19

1

21

1

18

1

12

12

12

7

7

1

23

1

1616

1616

1616

1616

1616

1616

17

17

3

1

1

1

1

1

1

1

1

1

5

55

55

19

16

15

8

8

8

8

8

8

19

18

18

18 18

17

18

19

2022

4

22

22

22

22

22

22

17

19

19

14

14

14

14

13

13

11

11

11

11

18

18

8 8

8

10

10

10

9

9

2525

26

25

252525

25

26

26

25

25

25

26

25

25

272829

272829

272829

272829

272829

272829

272829

27282929

29

29

5

26

25

25

SITE & BUILDINGPHOTOS - DEMOLITION

& REPAIR

1714

-AD

1.12

E S

ITE &

BUILD

ING

PHO

TO

S -

DEM

OLIT

ION &

REPAIR

.DW

GD

AV

ID B

OW

DEN

8/4

/20

17 1

0:3

9 AM

1/16"=1'-0"

EXISTING BUILDING AREA DEMO / REPAIR KEY PLAN

7

6

1

2

3

4

5

108

9

13 11

15 12

14

NOTE:PHOTO NUMBERS INDICATEDCORRELATE TOPHOTOGRAPHS SHOWN ON THISSHEET.

TUCKPOINT EXISTINGDAMAGED MORTARAS REQUIRED.

REMOVE EXISTINGDAMAGED CMU &REPLACE WITH NEWCMU. SEEELEVATIONS FOREXTENT OF CMU TOBE PAINTED.

CLEAN EXISTINGCMU WALLS &COLUMNS.




PAINT EXISTINGDOWNSPOUT.










SAWCUT TOREMOVE & REPLACEEXISTING DAMAGEDCONCRETE CURB /GUTTER 2'-0" TO EASIDE OF DAMAGE.SEE KEY PLAN THISSHEET FORPOSSIBLEADDITIONALEXTENTS OF WORK.





GENERAL NOTES:

A. TUCKPOINT ALL DAMAGED MASONRY JOINTS@ BUILDING & COLUMNS.

B. DEMO ANY DAMAGED CMU @ MASONRYCOLUMNS AND REPLACE W/ NEW CMU. SEEELEVATIONS FOR EXTENT OF PAINTING CMU.

C. SAW CUT TO REMOVE AND REPLACECONCRETE CURB TO 2'-0" EA. SIDE OFDAMAGED CONCRETE CURB UNLESSINDICATED OTHERWISE ON KEY PLAN THISSHEET.

5

6 4

3

3A

5

6 10

3

B

5

6

C

5

6

D

13

113

12

4

16

17

15

3

817

15

5

6

A

3

3

5

6

D

3

7

3

5

6

C

4

B

5

6

13

113

12

15

17

14

16

8

1

18

25

36

25

36

99

11

13

3

14

12

411

13

3

12

4

INTERIOR PLANS-DEMOLITION

AD

1.21E

INTER

IOR

PLANS-

DEM

OLIT

ION.D

WG

DAV

ID B

OW

DEN

8/4

/20

1710

:39

AM

DEMOLITION NOTES:

1. NO WORK IN THIS AREA.2. REMOVE EXISTING TILE FLOORING AND

PREPARE FOR NEW FINISHES.3. REMOVE AND SALVAGE EXISTING

PLUMBING FIXTURES, GRAB BARS,MIRRORS, SOAP DISPENSERS, PAPERTOWEL DISPENSER/RECEPTICLE, TOILETSEAT COVER DISPENSERS, TOILET TISSUEDISPENSERS AND ELECTRIC HANDDRYERS.

4. EXISTING SOAP DISPENSER TO BEREMOVED & DISPOSED OF OFF SITE.

5. REMOVE EXISTING TEAL GREEN ANDYELLOW WALL TILE. PREPARE WALLFOR NEW FINISH.

6. EXISTING OFF WHITE WALL TILE TOREMAIN.

7. FLUSH PUSH BUTTON TO BE REMOVED.8. REMOVE AND SALVAGE EXISTING

ELECTRICAL OUTLET.9. REMOVE EXISTING FLOOR DRAIN

STRAINER AND DISPOSE OF OFF SITE.KEEP EXISTING DRAIN FOR REUSE.

10. REMOVE EXISTING MIRROR ANDDISPOSE OF OFF SITE.

11. EXISTING SOAP DISPENSER TO BEREMOVED AND SALVAGED FOR REUSE.

12. EXISTING HEATER TO BE REMOVED.13. REMOVE EXISTING RECESSED SOAP

DISPENSER AND DISPOSE OF OFF SITE.14. REMOVE EXISTING EMERGENCY LIGHT

FIXTURES AND DISPOSE OF OFF SITE.15. EXISTING SENSOR TO REMAIN.16. EXISTING COAT HOOK TO REMAIN.17. EXISTING LIGHT TO BE REMOVED &

RELAMPED.18. EXISTING EMERGENCY LIGHTING THIS

ROOM TO BE REMOVED.

GENERAL DEMOLITION NOTES:

A. REMOVE GLUE FROM WALLS WHERE OLDSIGNS WERE REMOVED.

B. CLEAN GROUT ON ALL EXISTING TILEAREAS TO REMAIN.

C. PAINT GWB CEILINGS.D. RE-LAMP ALL LIGHT FIXTURES.E. REPLACE ALL RECESSED UNIT HEATERS.F. REPLACE ALL CAULKING AROUND

FIXTURES.

1 SCALE: 1/4" = 1'-0"

PARTIAL FLOOR PLAN - DEMOLITION2SCALE: 1/4" = 1'-0"

MEN'S RESTROOM INTERIOR ELEVATIONS - DEMOLITION

3 SCALE: 1/4" = 1'-0"

WOMEN'S RESTROOMS INTERIOR ELEVATIONS - DEMOLITION

INTERIOR PHOTOS 1-DEMOLITION

AD

1.22E INTER

IOR

PHO

TO

S 1

- D

EM

OLIT

ION.D

WG

DAV

IDB

OW

DEN8/4

/20

17 1

0:4

0 A

M

SCALE: 1/2" = 1'-0"

DEMOLITION INTERIOR PHOTO KEY PLAN

NOTE:PHOTO NUMBERS INDICATEDCORRELATE TOPHOTOGRAPHS SHOWN ON THISSHEET AND SHEET AD1.23E

03

02

04

05

06

07

08

0910

11

12

13

14

15

16

1922

20

21

18

17

23

24

28

25

27

26

29

REMOVE ANDSALVAGE TOILET SEATCOVER DISPENSER

EXISTING BEIGEWALL TILE TOREMAIN REMOVE AND

SALVAGE GRABBAR

REMOVE ANDSALVAGE EXISTINGTOILET TISSUEDISPENSER

REMOVE ANDSALVAGE PANELAND BRACKETS

REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE

REMOVE ANDSALVAGE EXISTINGPLUMBING FIXTURE

PAINT GWB CEILING

EXISTING FAN /VENT TO REMAIN

EXISTING BEIGEWALL TILE TOREMAIN

REMOVE ANDSALVAGE PANELAND BRACKETS


REMOVE ANDSALVAGE EXISTINGFLUSH BUTTON

REMOVE EXISTINGTILE FLOORING




REMOVE EXISTINGFLOOR DRAINSTRAINER ANDDISPOSE OF OFFSITE. KEEP EXISTINGDRAIN FOR REUSE





RE-LAMP LIGHTFIXTURE

REMOVE ANDSALVAGE EXISTINGMIRRORS

EXISTING COATHOOK TO REMAIN

EXISTING SENSORTO REMAIN

PAINT GWB CEILING

REMOVE ANDSALVAGE EXISTINGSOAP DISPENSER

REMOVE EXISTINGRECESSED SOAPDISPENSER

EXISTING OUTLET TOREMAIN



REMOVE EXISTINGRECESSED PAPERTOWEL DISPENSER



EXITING RECESSEDUNIT HEATER TO BEREMOVED.

PAINT GWB CEILING

EXISTING ? TOREMAIN



EXISTING DOOR &FRAME TO BEREMOVED

SALVAGE EXISTINGDOOR CLOSER.

EXISTING RECESSEDUNIT HEATER TO BEREMOVED

SALVAGE EXISTINGDOOR HARDWAREFOR NEW DOOR


EXISTING DOOR TOBE REMOVED





EXISTING DOORFRAME TO REMAIN





PAINT GWB CEILING


REMOVE EXISTINGFLOOR DRAINSTRAINER ANDDISPOSE OF OFFSITE. KEEP EXISTINGDRAIN FOR REUSE

REMOVE EXISTINGTEAL GREEN WALLTILE


PAINT GWB CEILING

EXISTING SENSORTO REMAIN


EXISTING FAN /VENT TO REMAIN

EXISTING LIGHT TOBE REMOVED;PATCH AND REPAIRCEILING TO RECEIVEPAINT.





EXISTING COATHOOK TO REMAIN

REMOVE ANDSALVAGE GRABBAR



REMOVE EXISTINGGRAB BAR




REMOVE ANDSALVAGE EXISTINGTOILET TISSUEDISPENSER

INTERIOR PHOTOS 2-DEMOLITION

AD

1.23E INTER

IOR

PHO

TO

S 2

- D

EM

OLIT

ION.D

WG

DAV

IDB

OW

DEN8/4

/20

17 1

0:4

0 A

M

SCALE: 1/2" = 1'-0"

DEMOLITION INTERIOR PHOTO KEY PLAN

NOTE:PHOTO NUMBERS INDICATEDCORRELATE TOPHOTOGRAPHS SHOWN ON THISSHEET AND SHEET AD1.22E

03

02

04

05

06

07

08

0910

11

12

13

14

15

16

1922

20

21

18

17

23

24

28

25

27

26

29

EXISTING DOORHARDWARE TO BEREMOVED ANDSALVAGED FORREUSE

EXISTING DOOR TOBE REMOVED



REMOVE ANDSALVAGE GRABBAR






PAINT GWB CEILING






EXISTING RECESSEDUNIT HEATER TO BEREMOVED

REMOVE ANDSALVAGE EXISTINGMIRRORS


REMOVE EXISTINGRECESSED SOAPDISPENSER

EXISTING OUTLET TOREMAIN


REPLACE RECESSEDUNIT HEATER



EXISTING DOOR &FRAME TO BEREMOVED


EXISTING DOORCLOSER TO BEREMOVED ANDSALVAGED FORREUSE

EXISTING DOORHARDWARE TO BEREMOVED

EXISTINGEMERGENCY LIGHTFIXTURE TO BEREMOVED

FLOW

FLOW

FLOW

FLOW

1. SET THE STAKES

3. STAPLE FILTER MATERIALTO STAKES AND EXTEND ITINTO THE TRENCH

4. BACKFILL ANDCOMPACT THEEXCAVATED SOIL.

2. EXCAVATE A 4"x4" TRENCHUPSLOPE ALONG THE LINEOF THE STAKES

WOVENMONOFILAMENT

IRON GRATE

LIFTING STRAPSALLOW EASY

MOVEMENT OF UNITw/ GRATE

TO INSPECT CATCHBASIN: REMOVE UNIT

WITH GRATE INSIDE,INSPECT CATCH BASIN

AND REPLACE UNIT

DANDY BAG

MAINTENANCE: REMOVEDRIED SEDIMENT FROMSURFACE OF UNITS ASNEEDED WITH STIFF FROM ORSQUARE POINT SHOVEL.REMOVE FINE MATERIALFROM INSIDE ENVELOP ASNEEDED

30 SIEVE SIZE MEETSFEDERAL GUIDELINES

DANDY BAG LAYSFLUSH w/ INLET FORSAFETY AND CURBAPPEAL

DANDY BAG

4" CONCRETESIDEWALK

CONTROLJOINT

MATCH EXISTINGRADIUS

PAVEMENTSECTION

MATCHEXISTING

1'-8

"

#3 BARSCONTINUOUS.DOWEL INTOEXISTING @EACH END

CURB

CONCRETEPAVEMENT

DETECTABLEWARNING MAT

SLOPE PER ADA

SLOPE

PER AD

A

36"24"

C

C

A

A

B

B

SIDEWALK(5'-0" MIN LANDING)

SIDEWALK(5'-0" MIN LANDING)

SECTION C-CSECTION A-A

SEE PLAN

SECTION B-B

SEE PLAN

5'-0"5'-0"

DEPRESSEDCURB

EXPANSIONJOINT

REMOVEEXISTING

CURB

CONCRETEPAVEMENT

12:1 MAXSLOPE

EXPANSIONJOINT

EXISTING SIDEWALK

5'-0"RAMP LENGTH

4"

EXISTING CONCRETEDRIVE

REMOVE EXISTINGGUTTER

CUT CLOSE TO FACE OFCURB AS POSSIBLE

EXISTING CURB1"

MIN

VARIES

MIN

. 1/

2" THIC

K

EXISTING CONCRETEDRIVE

FILL DEPTHCONCRETE TOMATCH EXISTING

TAPER TO ALLOWDRAINAGE ONTOEXISTING PAVEMENT

EXISTING CURB

NEW 4" THICKCONCRETE SLAB

4" AGGREGATEBASE

COMPACTEDSUBGRADE

CONCRETESLAB

4" WIDETOOLED JOINT(TYP)

4"

4"

CONCRETE 6x6 -W1.4xW1.4 WWF

4" AGGREGATEBASE

STABILIZEDSUBGRADE

SEALANT

CONTROL JOINT AT20'-0" OC MAX (TYP)E.W. PROVIDE KEY &INTERUPT REINFORCING

SITEGRADING &

UTILITY PLAN

AS1.0

1E S

ITE G

RAD

ING

& U

TIL

ITY P

LAN.D

WG

DAV

ID B

OW

DEN

8/4

/20

1710

:40

AM

3NTS

DANDY BAG DROP INLET SEDIMENT FILTER2

NTS

SILT FENCE4 1 1/2" = 1'-0"

NEW BARRIER CURB

5 NTS

HANDICAP RAMP DETAIL

7 NTS

CONCRETE WALK JOINT8 NTS

CONTROL JOINT DETAIL9 NTS

CONCRETE PAVEMENT DETAIL

6 NTS

CURB RAMPS

10 NTS

CONCRETE GUTTER REPLACEMENT DETAIL

TYPICAL DECORATIVE

A. CONTRACTOR TO MAINTAIN ACCESS FOR BUSES ANDPATRONS FOR ENTRY AND EXIT TO PROVIDECONTINUED OPERATION OF THE SITE AND EMERGENCYLIGHTS, FIRE ALARMS FOR LIFE SAFETY DURINGDEMOLITION AND CONSTRUCTION.

B. CONTRACTOR TO PROTECT EXISTING FIRE ALARMPULL STATIONS DURING DEMOLITION ANDCONSTRUCTION.

C. CONTRACTOR TO PROTECT AND MAINTAIN EXISTINGELECTRIC PANELS AND COMMUNICATION ELEMENTSDURING DEMOLITION AND CONSTRUCTION.

D. CONTRACTOR TO PATCH ALL EXISTING WALLS,CEILINGS, FLOORS, ETC. TO FINISHED APPEARANCETHAT ARE OR MAY BECOME DISTURBED DURINGDEMOLITION AND CONSTRUCTION.

E. CONTRACTOR TO INSTALL DUST BARRIERS AT ALLENTRANCE LOCATIONS TO EGRESS HALLWAY ASREQUIRED TO MINIMIZE DUST ACCUMULATION IN THEENTIRE SPACE.

F. SEE ELECTRICAL DRAWINGS FOR REQUIREDELECTRICAL DEMOLITION AND NEW WORK.

GENERAL NOTES:

G. LOCATION OF UNDERGROUND FACILITIES SHOWN ONTHIS PLAN ARE BASED ON FIELD SURVEYS AND LOCALUTILITY COMPANY RECORDS. IT SHALL BE THECONTRACTORS FULL RESPONSIBILITY TO CONTACT THEVARIOUS UTILITY COMPANIES TO LOCATED THEIRFACILITIES PRIOR TO STARTING CONSTRUCTION. NOADDITIONAL COMPENSATION SHALL BE PAID TO THECONTRACTOR FOR DAMAGE AND REPAIR TO THESEFACILITIES CAUSED BY HIS WORK FORCE.

H. REMOVE EXISTING BUILDING SIGNAGE ALL LOCATIONSTO ALLOW FOR NEW WORK AND INSTALL NEW SIGNAGETO MATCH REMOVED ONCE NEW WORK IS COMPLETE.

I. REMOVE ALL EXISTING LOOSE, FLAKY OR PEELINGPAINT ON ALL EXTERIOR AND INTERIOR EXPOSED STEELBEAMS, ROOFING, GUTTERS, DOWNSPOUTS, TRIM ANDETC TO BE PAINTED. PREP SURFACES FOR NEW PAINTPER PAINT MANUFACTURER RECOMMENDATIONS.

J. CONTRACTOR SHALL REPAIR ANY CURRENTLYDAMAGED AND/OR DETERIORATED CURBS AROUNDTHE BUS DRIVE ISLAND.



GENERAL SOIL EROSION ANDSEDIMENT CONTROL NOTES:

1. ALL EROSION CONTROL DEVICES ANDINSTALLATION THEREOF SHALL BE INACCORDANCE WITH ALL OHIO EPAREGULATIONS.

2. CONTRACTOR IS RESPONSIBLE FOROBTAINING ALL EPA PERMITS IFREQUIRED.

3. CONTRACTOR SHALL MAKE RECORDSOF EROSION CONTROL DEVICEINSTALLATION AND MAINTENANCE PERREGULATIONS SET BY OHIO EPA ANDLOCAL AUTHORITY.

4. EROSION CONTROL DEVICES BECONTRACTOR SHALL BE SIMILAR TO ASSHOWN AND AS REQUIRED.

5. ALL DISTURBED AREAS SHALL BESEEDED AN MULCHED WITHIN 10 DAYS OFFINAL GRADING.

A B

3

C D

1

2

4

4

3

2

5

4

1

2

4

2

4

SITE LEGEND

NEWCONCRETE/SIDEWALK

NEW GRASS

NEW MULCH

FINISH GRADE

2"x2"x8' HARDWOODSTAKE MIN 2' IN GROUND.ANGLE FROM WIND

BACKFILL PLANTINGSOIL - SEESPECIFICATIONSFOR MIX DETAILS

4" WIDE TREE WRAP

BURLAP STRIPS.WRAPPED TOPROTECT TREE

CUT & REMOVETOP 13 OF BURLAP

4" GROUND ORSHREDDED BARK

MULCH

3"-4" EARTHENSAUCER

SET ROOT BALLON UNDISTURBED

EARTH

COMPACTSUBGRADE

SET TREE PLUMB AT SAMERELATIONSHIP TO FINISH

GRADE AS IT DID TOPREVIOUS

GRADE IN NURSERY.SELECTIVELY

PRUNE BUT DO NOT SHEAR.DO NOT CUT CENTRAL

LEADER.

PLANTING PIT TOBE HALF ASLARGE AS BALL

EXCAVATE PLANTINGHOLE SO THAT TOP OFROOT BALL IS 1" HIGHERTHAN FINISH GRADE

2" LAYER OF MULCH. DONOTE PLACE MULCH WITHIN 3" OF TRUNKS ORSTEMS

DIG PLANTING HOLE 3 TIMES THE DIAMETER OF THECONTAINER. BACKFILL WITH SOIL AMENDMENT ASNOTED ON THE PLANTING NOTES. PLACE MIXTUREAROUND ROOT BALL IN LAYERS, TAMPING TOSETTLE MIX AND ELIMINATE VOIDS AND AIRPOCKETS. WHEN PIT IS APPROXIMATELY ONE-HALFBACKFILLED, WATER THOROUGHLY. REPEATWATERIN UNTIL NO MORE WATER IS ABSORBED.WATER AGAIN AFTER PLACING AND TAMPING FINALLAYER OF SOIL MIX

LOOSEN ROOT MASS TO PREVENTCIRCLING OR GIRDLING ROOTSAND LOOSEN OR SLIT ROOT BALL

SOILED MIX AS SPECIFIED

SCARIFY SIDES OFPLANTING HOLE

3 TIMES SIZEOF ROOT BALL

DIG PLANTING HOLE 3 TIMES THE DIAMETER OF THE

SEEDEDFINISHED GRADE

4"x4" "v"TRENCH

EDGE OF MULCHEDPLANTING BED

LANDSCAPINGPLAN

1714

-L1.0

1E L

AND

SCAPIN

G P

LAN.D

WG

DAV

ID B

OW

DEN

8/4

/20

17 1

0:4

0AM

SITE PREPARATION NOTES:

NOTE: ALL TRESS PLANTED IN LAWN AREAS SHALLHAVE A 6'Ø MULCH RING AS SHOWN IN DETAIL.

1. UNLESS NOTED OTHERWISE, PROTECT EXISTINGVEGETATION, SIGNAGE, UTILITIES, AND POSTSTO REMAIN. CONTRACTOR IS RESPONSIBLE TOFIELD VERIFY EXISTING CONDITIONS PRIOR TOINITIATING WORK.

2. REMOVE MULCH AS NOTED IN EXISTING AREASAND RESEED WITH TURF (LAWN) AS SHOWN ONPLANS.

3. SOIL AT PLANTING BEDS SHALL FOLLOW THEODNR PUBLICATION "THE RECIPE". MIX SHALLBE SUBMITTED FOR REVIEW AND APPROVAL.MIX WILL ALSO BE INSPECTED ON SITE BEFOREINSTALL AND ONCE COMPLETED TO VERIFYRENOVATION SOILS MEET "THE RECIPE". FORALL NEW AND RENOVATED PLANTING BEDSSHALL BE TOPPED WITH 2" LAYER OF DARK,SHREDDED, HARDWOOD MULCH. UNLESSNOTED OTHERWISE.

4. ALL PLANTINGS TO BE INSPECTED ANDAPPROVED PER ANSI 300 PRIOR TO INSTALL.

5. PLANTING BEDLINE: PROVIDE CLEAN 5"-6"DEEP V-SHAPE MECHANICALLY-FORMEDEDGING BETWEEN TURF AND PLANTING BED.

6. PLANTINGS SHALL BE IN ACCORDANCE w/ ANSIA300 STANDARD FOR PLANTINGS AND INACCORDANCE w/ THE PUBLICATION "BESTMANAGEMENT PRACTICES - TREE PLANTING."

SYMBOL

SHRUBS

QTY BOTANICAL NAME COMMON NAME SIZE SPACING

JUN COM JUNIPERUS COMMUNIS L. JUNIPER9

PLANTING SCHEDULE

TREES

PIC PUN PICEA PUNGENS 'FAT ALBERT' COLORADO SPRUCE

ROB PSEROBINIA PSEUDOACACIA'UMBRACULIFERA' GLOBE LOCUST

7

2

AS SHOWN

AS SHOWN

AS SHOWN

15" HT.

7'-0" HIGH

2" CALIPER

GROUND COVER

MULCH 2" DARK SHREDDED HARDWOOD

NOTE:ALL WORK THIS SHEET SHALL BECONSIDERED AS PART OFALTERNATE L1.

200 psi OR LESS ON AVERAGEAFTER RENOVATIONS. SOILCOMPACTION SHOULD NOTEXCEED 250psi AT PROJECTCOMPLETION. RTA WILL TESTCOMPACTION psi BEFORE,DURING AND AFTER RENOVATION.

SOIL COMPACTION

ORGANIC MATTER MAY BE ANYCOMPOSTED ORGANIC MATERIALAPPROVED FIRST BY RTA.MATERIAL MUST BENON-SCREEDED MIXTURE OFCOARSE AND FINE MATERIAL w/LARGEST PARTICLES NOMORETHAN 1 1/2" IN SIZE

ORGANIC MATTER

RTA WILL SUBMIT SAMPLES TO TESTMAKE UP AND MATERIAL CONTENTAND ADVISE AS TO ISMODIFICATIONS ARE REQUIRED -ALLOW 3 WEEKS FOR LAB RESULTS.

1 1/16" = 1'-0"

LANSCAPE PLAN

4 NTS

TREE PLANTING

2NTS

MULCH EDGE TREATMENT

3 NTS

CONTAINER SHRUB PLANTING

#

1

2

3

4 -

A1.11E

2101

102

103

SITE LEGEND

NEWCONCRETE/SIDEWALK

EXISTING GRASS

EXISTING MULCH

NEW GRASS

NEW MULCH

SITE PLANS-NEW WORK

1714

-A1.11

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ITE P

LANS-

NEW

WO

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8/4

/20

17 1

0:4

1AM

1 1" = 20'-0"

OVERALL SITE PLAN - NEW WORK

21/8" = 1'-0"

BUILDING FLOOR PLAN - NEW WORK

EXTERIOR BUILDING WORKSEE EXTERIOR ELEVATIONS, NEW WORKPHOTOGRAPHS AND ROOF PLAN SHEETS FORADDITIONAL WORK NOTES AND REQUIREMENTS.



STORM WATER/EROSION CONTROL:

ANY CONTRACTOR OR SUBCONTRACTOR ON THE PROJECT THAT HAS ANYRESPONSIBILITY TO INSTALL, INSPECT, OR MAINTAIN EROSION, SEDIMENT OR POLLUTIONCONTROL MEASURES SHOULD PROVIDE CONTRACTOR/SUBCONTRACTOR CERTIFICATIONFOR STORM WATER POLLUTION PREVENTION AND MAINTAIN ON THE CONSTRUCTION SITEFOR THE DURATION OF PERMIT COVERAGE. THEY SHALL BE RESPONSIBLE FORADHERING TO REQUIRED SEDIMENT AND EROSION CONTROL METHODS NOTED. INADDITION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE COMPLIANCE WITH THE TERMSAND CONDITIONS OF THE PERMITS.

CONTRACTOR IS RESPONSIBLE FOR CONDUCTING INSPECTIONS AND MAINTENANCE OFALL INSTALLLED TEMPORARY EROSION CONTROL MEASURES EVERY 7 CALENDAR DAYSAND WITHIN 24 HOURS OF ANY STORM EVENT IN WHICH ONE HALF INCH OF RAIN FALLSWITHIN A 24 HOUR PERIOD. THSE INSPECTIONS FORMS MUST BE MAINTAINED IN THE SITESTORM WATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE OEPA NPDESCONSTRUCTION STORM WATER PERMIT.

ALL AREAS OF DISTURBANCE ON THE SITE MUST BE SEEDED WITHIN SEVEN DAYS OFREACHING FINAL GRADE IN THAT AREA. ANY EXCESS SOIL AREAS (SOIL PILES) MUSTALSO BE STABILIZED WITHIN SEVERN DAYS OF THE LAST CONSTRUCTION ACTIVITIES WITHIN THE AREA. THESE EXPOSED SOILS SHOULD BE SEEDED WITH ODOT CLASS 1 SEED ANDMULCHED ACCORDING TO ODOT ITEM 659.

1. EXISTING HANDICAP OPERATOR TO REMAIN. PAINTMOUNTING POST.

2. CONTRACTOR TO EXCAVATE AREA TO PROPOSEDSUBGRADE DEPTH. INSTALL SPECIFIED BASEMATERIAL AND CONSTRUCT INTEGRAL WALK/CURBAPRON w/ REMOVABLE ADA COMPLIANTDETECTABLE WARNING MAT. CONTRACTOR TOPROVIDE CONCRETE JOINT LAYOUT PLAN FORAPPROVAL.

3. CONTRACTOR TO EXCAVATE AREA TO PROPOSEDSUBGRADE. INSTALL SPECIFIED BASE MATERIALAND CONSTRUCT CONCRETE WALK. ALL WALKS TOHAVE 2.0% MAX. CROSS SLOPE. CONTRACTOR TOPROVIDE CONCRETE JOINT LAYOUT PLAN FORAPPROVAL.

4. REFER L1.01E FOR LANDSCAPING.5. EXISTING LIGHT POLE.6. EXISTING SIGN.7. CMU ON BUILDING TO BE CLEANED. EXISTING SIGNS

TO BE REMOVED AND NEW SIGNS MATCHINGEXISTING SIGNS TO BE INSTALLED AFTER CLEANING.

8. REINSTALL PAINTED STEEL BENCH.9. NEW TRASH RECEPTACLE.10. EXISTING POLE.11. RELOCATED BUS STOP POLE SIGNAGE LOCATION

THIS AREA. REINSTALL AS REQUIRED. FINALIZELOCATIONS w/ RTA.

12. REINSTALL RELOCATED BUS STOP SHELTER.REPAINT ENTIRE STRUCTURE AND STANDING SEAMMETAL ROOF. SEE A4.02E.

13. INSTALL NEW LIGHTING WITHIN STRUCTURE CANOPY .SEE ELECTRICAL DRAWINGS.

14. NEW GROUND MOUNTED FLAG POLE LIGHT THISAREA. SEE ELECTRICAL DRAWINGS.

15. EXISTING FLAG POLE.

NEW WORK NOTES:

H. REMOVE EXISTING BUILDING SIGNAGE ALLLOCATIONS TO ALLOW FOR NEW WORK ANDTHEN INSTALL NEW SIGNS TO MATCHREMOVED IN KEY STYLE, COLOR &DESIGNATIONS.

I. REMOVE ALL EXISTING LOOSE, FLAKY ORPEELING PAINT ON ALL EXTERIOR ANDINTERIOR EXPOSED STEEL BEAMS, ROOFING,GUTTERS, DOWNSPOUTS, TRIM AND ETC TOBE PAINTED. PREP SURFACES FOR NEWPAINT PER PAINT MANUFACTURERRECOMMENDATIONS.

J. CONTRACTOR SHALL REPAIR ANYCURRENTLY DAMAGED AND/ORDETERIORATED CURBS AROUND THE BUSDRIVE ISLAND.

GENERAL NOTES:

D. CONTRACTOR TO PATCH ALL EXISTING WALLS, CEILINGS,FLOORS, ETC. TO FINISHED APPEARANCE THAT ARE OR MAYBECOME DISTURBED DURING DEMOLITION AND CONSTRUCTION.

E. CONTRACTOR TO INSTALL DUST BARRIERS AT ALL ENTRANCELOCATIONS TO EGRESS HALLWAY AS REQUIRED TO MINIMIZEDUST ACCUMULATION IN THE ENTIRE SPACE.

F. SEE ELECTRICAL DRAWINGS FOR REQUIRED ELECTRICALDEMOLITION AND NEW WORK.

G. LOCATION OF UNDERGROUND FACILITIES SHOWN ON THIS PLANARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANYRECORDS. IT SHALL BE THE CONTRACTORS FULLRESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIESTO LOCATED THEIR FACILITIES PRIOR TO STARTINGCONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BEPAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TOTHESE FACILITIES CAUSED BY HIS WORK FORCE.

A. CONTRACTOR TO MAINTAIN ACCESS FORBUSES AND PATRONS FOR ENTRY AND EXITTO PROVIDE CONTINUED OPERATION OF THESITE AND EMERGENCY LIGHTS, FIRE ALARMSFOR LIFE SAFETY DURING DEMOLITION ANDCONSTRUCTION.

B. CONTRACTOR TO PROTECT EXISTING FIREALARM PULL STATIONS DURING DEMOLITIONAND CONSTRUCTION.

C. CONTRACTOR TO PROTECT AND MAINTAINEXISTING ELECTRIC PANELS ANDCOMMUNICATION ELEMENTS DURINGDEMOLITION AND CONSTRUCTION.

16. REINSTALL PAINTED BIKE RACK.17. NEW CONCRETE CURB.18. NEW CONCRETE PAD TO MATCH THICKNESS OF

EXISTING CONCRETE PAVEMENT AND DOWEL INTOEXISTING CONCRETE PAVEMENT.

19. PROVIDE NEW TOP SOIL AND GRASS SEED THISAREA TO MATCH ADJACENT LAWN AREA.

20. REINSTALL "YIELD TO PEDESTRIANS IN CROSSWALK"SIGN THIS AREA.

21. INSTALL NEW SPRINKLER SYSTEM CONTROL PANELTHIS ROOM. FINAL LOCATION TO BE COORDINATEDWITH RTA.

22. CONTRACTOR TO PROVIDE DELEGATED DESIGN TOINSTALL SPRINKLER SYSTEM w/ POP UP HEADS ANDUNDERGROUND PVC DISTRIBUTION SYSTEMS FOR100% COVERAGE OF THIS AREA. ROUTE BACK TOEXISTING UTILITY ROOM AND INSTALL CONTROLS.

23. REINSTALL SALVAGED SIGN.24. COORDINATE MAIN SPRINKLER UNDERGROUND FEED

TO EXISTING ELECTRICAL ROOM. DELEGATEDDESIGN BY CONTRACTOR.

25. EXISTING MULCH BED.26. PROTECT EXISTING TREE FROM DAMAGE DURING

CONSTRUCTION.27. NEW HC PARKING SIGN; SEE G1.02E.28. EXISTING CONCRETE CURB.29. NEW CONCRETE CURB & GUTTER.30. EXISTING ASPHALT PAVEMENT CRACK DAMAGE TO

BE REPAIRED. ALL ASPHALT PAVEMENT TO BERESEALED AND PARKING STRIPES TO BEREPAINTED.

31. EXISTING COLUMN TO RECEIVED NEW CMU WHEREEXISTING DAMAGED CMU HAS BEEN REMOVED.REMOVE EXISTING SIGNS AND EQUIPMENT FOR CMUCLEANING. AFTER CLEANING INSTALL NEW SIGNSMATCHING REMOVED SIGNS AND INSTALL EXISTINGEQUIPMENT.

32. ALTERNATE A-1E: GUARD HOUSE CLEAN-UP PROVIDE CMU TUCKPOINTING, DEMO DAMAGED CMU AND REPLACE, CLEAN CMU AS INDICATED IN DRAWINGS, PAINT SOFFITS AND ROOF. ALTERNATE A-2E: REMOVAL OF GUARD HOUSE REMOVE GUARD HOUSE AND INSTALL SIDEWALK TO MATCH ADJACENT NEW SIDEWALK.

33. NEW DUMPSTER & SURROUND; SEE SHEET A4.02E.

26

26

5

25

6

6

6

6

10

10

10

10

10

10

10

10

10

5

56

23

10

10

10

10

15

10

10

10

10

9

2 23

3

3

3

3

3

3

2

11

11

9

9

9

11

12

13

5

4

6

27

27

16

26

5

25

33

18

19

29

24

8

8

9

9

9

99

11

220

4 4

1

9

1

1

1

5

24

24

24

21

3

3

3

3

22

22

28

22

28

28

28

28

22

28

28

28

28

28

28

28

STAGING AREA: CONTRACTORTO REPAIR TO LIKE EXISTINGCONDITIONS UPON PROJECTCOMPLETION

29

28

28

28

28

29

28

28

2828

28

28 30

30

30

30

30

30

29

28

28

29

28

28

7

7

7

31

31

31

31

31

31

31

31

32

C OFLSHELTER

C OFLSHELTER

ALIGN TO C OFLEXISTING WALL

SITE PLANS PHOTOS-NEW WORK

A1.12

E S

ITE P

LANS P

HO

TO

S-

NEW

WO

RK.D

WG

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1710

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AM

NTS

EXISTING BUILDING AREA NEW WORK- KEY PLAN

NOTE:PHOTO NUMBERS INDICATEDCORRELATE TOPHOTOGRAPHS SHOWN ONTHIS SHEET.

6

GENERAL PAINTING NOTE:

PREP, REMOVE LOOSE PAINT, SAND ANDPRIME ALL SURFACES AND STRUCTURESREQUIRED TO BE PAINTED PER NEW WORKNOTES.

GENERAL CAULKING NOTE:

CLEAN, REMOVE LOOSE/DAMAGEDCAULKING AND RE-CAULK ALL EXISTINGCAULK JOINTS ON BREAK METAL & METALTO CMU JOINTS.

5

3

1

24

7

8

9

10

1113

12

14 18

19

17

15

16

PAINT ALL EXISTINGALUMINUM COLUMNCAPS (TYP)

PAINT ALL EXISTINGGUTTERS,DOWNSPOUTS,FASCIAS & FLASHING

REMOVE EXISTINGCAMERA TO ALLOWFOR PAINTING ANDTHEN REINSTALLIMMEDIATELY

CLEAN ALL EXISTINGEXTERIOR MASONRYPANELS PER SPECS(TYP)

PAINT ALL EXPOSEDSTRUCTURAL STEELTUBE FRAMING -INTERIOR ANDEXTERIOR

EXISTING INSULATEDTRANSLUCENTSKYLIGHT PANELSTO REMAIN

PAINT ALLEXPOSEDSTRUCTURALSTEEL TUBEFRAMING -INTERIOR ANDEXTERIORPAINT ALLSTANDING SEAMMETAL ROOFPANELS

PAINT ALLEXISTINGALUMINUMCOLUMN CAPS(TYP)

EXISTINGINSULATEDTRANSLUCENTSKYLIGHTPANELS TOREMAIN






REMOVEEXISTINGDOOR ANDFRAME.

PATCH CMUWHEREREQUIRED.PATCH PRIORTO NEW SLABINSTALL

REMOVEEXISTING TRASHRECEPTACLE

APPLY NEW ALUMINUMPLATE COVER AT ALLBASE/SILL EXTERIORLOCATIONS (TYP)

PAINT EXISTING 6"x6"STEEL BOLLARD

PATCH HOLES, SAND PRIMEAND PAINT EXISTING STEELPOST STRUCTURE BETWEENWINDOW UNITS (TYP)

RELOCATED BENCH

PAINT ALLSTANDINGSEAMMETALROOFPANELS

PAINT ALLEXISTINGALUMINUMCOLUMNCAPS(TYP)

EXISTINGINSULATEDTRANS.SKYLIGHTPANELSTO REMAIN

CLEAN ALLEXISTINGEXTERIORMASONRYPANELS PERSPECS (TYP)

PAINT ALLEXPOSEDSTRUCTURALSTEEL TUBEFRAMING -INTERIOR ANDEXTERIOR


PAINT ALLSTANDING SEAMMETAL ROOFPANELS

REINSTALL BUSSTOP SIGNAGE- SEE NEWWORK PLANFOR LOCATION



CLEAN ALL EXISTINGEXTERIOR MASONRYPANELS PER SPECS(TYP) REMOVE EXISTING

DOOR AND FRAME.


PATCH HOLES, SANDPRIME AND PAINTEXISTING STEEL POSTSTRUCTURE BETWEENWINDOW UNITS (TYP)


PATCH HOLES,SAND PRIMEAND PAINTEXISTINGSTEEL POSTSTRUCTUREBETWEENWINDOW UNITS(TYP)

REMOVEEXISTINGCAMERA TOALLOW FORPAINTING ANDTHEN REINSTALLIMMEDIATELY



APPLY NEW ALUMINUMPLATE COVER AT ALLBASE/SILL EXTERIORLOCATIONS (TYP)

PATCH HOLES, SAND PRIMEAND PAINT EXISTING STEELPOST STRUCTURE BETWEENWINDOW UNITS (TYP)

PAINT EXISTING 6"x6"STEEL BOLLARD



PATCH HOLES,SAND PRIMEAND PAINTEXISTINGSTEEL POSTSTRUCTUREBETWEENWINDOW UNITS(TYP)

PAINT ALLEXISTINGGUTTERS,DOWNSPOUTS,FASCIAS &FLASHING


REMOVEEXISTINGDOOR ANDFRAME.



REMOVEEXISTING DOORAND FRAME.

CLEAN ALLEXISTINGEXTERIORMASONRY PANELSPER SPECS (TYP)

PAINT ALLEXISTINGGUTTERS,DOWNSPOUTS,FASCIAS &FLASHING


PAINT ALL EXPOSEDSTRUCTURAL STEEL TUBEFRAMING - INTERIOR ANDEXTERIOR

PAINT ALL STANDINGSEAM METAL ROOFPANELS


PAINT ALL EXISTINGGUTTERS, DOWNSPOUTS,FASCIAS & FLASHING

CLEAN ALL EXISTINGEXTERIOR MASONRYPANELS PER SPECS (TYP)


REMOVEEXISTINGCAMERA TOALLOW FORPAINTING ANDTHEN REINSTALLIMMEDIATELY

REMOVEEXISTING DOORAND FRAME. PATCH CMU

WHEREREQUIRED.PATCH PRIORTO NEW SLABINSTALL

REINSTALL BUSSTOP SIGNAGE- SEE NEWWORK PLANFOR LOCATION


PAINT ALLSTANDING SEAMMETAL ROOFPANELS

101

102

103

NEW DECORATIVE MOSAIC COATINGFLOOR AND COVE BASE. COLOR ANDPATTERN TBD. INSTALL PER MFGR.STANDARDS.

EXIST. WALL TO REMAIN

NEW 4"x4" GLAZED CERAMIC WALLTILE TO MATCH EXISTING BEIGE.EXISTING. BEIGE TILE TO REMAIN

± 4"

EXISTING CONCRETE FLOOR.PREP AS REQUIRED AND PERSTONEHARD MFGR.RECOMMENDATIONS

A B C D

NEW FLOOR &BASE

NEW

4"x

4" G

LAZED

CER

AM

IC W

ALL T

ILE

EXIS

T. TIL

E

NEW FLOOR &BASE

NEW

4"x

4" G

LAZED

CER

AM

IC W

ALL T

ILE

EXIS

T. TIL

E

NEW FLOOR &BASE

NEW

4"x

4" G

LAZED

CER

AM

IC W

ALL T

ILE

EXIS

T. TIL

E

NEW FLOOR &BASE

NEW

4"x

4" G

LAZED

CER

AM

IC W

ALL T

ILE

EXIS

T. TIL

E

A1.21E

4

TYP.

A DCB

NEW FLOOR &BASE

NEW

4"x

4" G

LAZED

CER

AM

IC W

ALL T

ILE

EXIS

T. TIL

E

NEW FLOOR &BASE

NEW

4"x

4" G

LAZED

CER

AM

IC W

ALL T

ILE

EXIS

T. TIL

E

NEW FLOOR &BASE

NEW

4"x

4" G

LAZED

CER

AM

IC W

ALL T

ILE

EXIS

T. TIL

E

NEW FLOOR &BASE

NEW

4"x

4" G

LAZED

CER

AM

IC W

ALL T

ILE

EXIS

T. TIL

E

A1.21E

4

TYP.

INTERIOR PLANS-NEW WORK

1714

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IOR

PLANS-

NEW

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AM

1 SCALE: 1/4" = 1'-0"

PARTIAL FLOOR PLAN - NEW WORK2

SCALE: 1/4" = 1'-0"

MEN'S RESTROOM INTERIOR ELEVATIONS - NEW WORK

3 SCALE: 1/4" = 1'-0"

WOMEN'S RESTROOMS INTERIOR ELEVATIONS - NEW WORK

4 SCALE: 6" = 1'-0"

EPOXY COVE BASE DETAIL (TYP.)

NEW WORK NOTES:

1. INSTALL NEW DECORATIVE MOSAICCOATING FLOOR AND COVE BASE.COLOR AND PATTERN TBD. LOWER /RAISE FLOOR DRAIN AS REQUIRED TOADJUST TO NEW FLOOR TILE.

2. REINSTALL SALVAGED PLUMBINGFIXTURES, GRAB BARS, MIRRORS,SOAP DISPENSERS, PAPER TOWELDISPENSER/RECEPTICLE, TOILET SEATCOVER DISPENSERS, TOILET TISSUEDISPENSERS AND ELECTRIC HANDDRYERS.

3. NEW EMERGENCY LIGHT FIXTURE. SEEELECTRICAL DRAWINGS.

4. INSTALL NEW 4"x4" GLAZED CERAMICWALL TILE. STYLE AND COLOR TBD.

5. REINSTALL SALVAGED ELECTRICALOUTLET. SEE ELECTRICAL DRAWINGS.

6. INSTALL NEW MIRROR TO MATCHEXISTING.

7. PATCH WALL WHERE RECESSED SOAPDISPENSERS AND COVERPLATES/BOXES WERE REMOVED.PREPARE WALL TO RECEIVE GLAZEDCERAMIC WALL TILE.

8. REPAIR WALL WHERE STEEL FRAMEDSHELVED WAS REMOVED. PREPAREWALL FOR NEW FINISH.

9. INSTALL NEW FLOOR DRAIN STRAINER.SEE PLUMBING DRAWINGS.

10. NEW RECESSED HEATER.11. EXISTING SENSOR.12. EXISTING COAT HOOK.13. NEW EMERGENCY LIGHT THIS ROOM.14. NEW DOOR & FRAME15. NEW FIXTURE TO MATCH EXISTING

DAMAGED REMOVED FIXTURE.16. PAINT RELOCATED PARTITION.

4321

FF

PAINT ALL EXPOSEDGRAY STRUCTURALSTEEL TUBEFRAMING


EXISTING INSULATEDTRANSLUCENTSKYLIGHT PANELSTO REMAIN (TYP)

PAINT ALLSTANDING SEAMMETAL ROOFPANELS (TYP)

A4.01E

6

TYP

ALL EXISTINGPREFINISHED WHITESOFFIT PANELS TOREMAIN

C D

FF

PAINT ALL EXPOSEDSTRUCTURAL STEELTUBE FRAMING

PAINT ALL EXISTINGALUMINUM COLUMNCAP (TYP)

ALL EXISTINGREFINISHED WHITESOFFIT PANELS TOREMAIN


A4.01E

6

TYP

4 3 2 1

FF


PAINT ALL EXISTINGALUMINUM COLUMNCAP (TYP)

ALL EXISTINGREFINISHED WHITESOFFIT PANELS TOREMAIN


A4.01E

6

TYP

A B C D

1

2

3

4

PAINT ALL EXISTINGGUTTER &DOWNSPOUTS (TYP)

EXISTING INSULATEDTRANSLUCENT SKYLIGHTPANELS TO REMAIN (TYP)

PAINT ALL EXISTINGSTANDING SEAMMETAL ROOFAREAS (TYP)

PAINT EXISTING CLOCKTOWER STRUCTURAL STEEL

PAINT ALL EXISTINGRIDGE CAPS &FLASHING (TYP)

PAINT ALL EXISTINGVALLEY FLASHING (TYP)

EXISTING INSULATEDTRANSLUCENT SKYLIGHTPANELS TO REMAIN (TYP)

PAINT ALL EXISTINGVALLEY FLASHING (TYP)

A B C D

1

2

3

4

PAINT ALLEXPOSED (GRAY)STRUCTURAL STEELTUBE FRAMING,EXTERIOR ANDINTERIOR

EXISTING INSULATEDTRANSLUCENT SKYLIGHT

PANELS TO REMAIN

EXISTING INSULATEDTRANSLUCENT SKYLIGHT

PANELS TO REMAIN

PAINT ALL EXPOSED (GRAY)STRUCTURAL STEEL TUBEFRAMING, EXTERIOR AND

INTERIOR

ALL EXISTINGPREFINISHED WHITESOFFIT PANELS TOREMAIN

ALL EXISTING PREFINISHEDWHITE SOFFIT PANELS TOREMAIN

RCP & ROOFPLANS

A2.0

1E R

CP &

RO

OF P

LANS.D

WG

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0:4

1 AM

1 3/16" = 1'-0"

REFLECTED CEILING PLAN

23/16" = 1'-0"

ROOF PLAN

23/16" = 1'-0"

INTERIOR ELEVATION

3 3/16" = 1'-0"

INTERIOR ELEVATION

PAINT ALL EXPOSED NEW ANDEXISTING CONDUIT/ELECTRICALBOXES TO MATCH STEEL BEAMS.

NEW LIGHT FIXTURES AND 18" LONGSTEEL ARM TO MOUNT ON TOWER.

ROUTE CONDUIT TIGHT TO STEELSTRUCTURE IN BUILDING AND PAINT

TO MATCH STEEL. SEE ELECTRICALDRAWINGS

4 3/16" = 1'-0"

INTERIOR ELEVATION





4 3 2 1

12

12

12

12

12

12

FF

2'-0

"

A4.01E

6

6666

19TYPALLLOCATIONS

19TYPALLLOCATIONS

17 17

18TYP

18TYP

9

TYP

20

TYP

2

TYP

7 7

5

8 84

TYP TYP

33

22 22

21

A B C D

12

1212

12

12

12

FF

2'-0

"

6666

17 17

18TYP

18TYP

9

TYP

20

TYP

2

TYP

7

5

8 8

6

4

11 110BEYOND

13

TYPTYP

33

22

21

22

ABCD

FF

12

12

12

12

12

12

2'-0

"

66 66

1717

18TYP

18TYP

9

TYP

20

TYP

2

TYP

7

5

88

6111 10

BEYOND

13

33

TYP22 TYP

4

22

21

4321

12

1212

12

FF

2'-0

"

116 666 6

17 17

18TYP

18TYP

7 78 8

19TYPALLLOCATIONS

19TYPALLLOCATIONS

4

TYPTYP

5

33

2222

21

10

EXTERIORELEVATIONS

1714

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XTER

IOR

ELEV

ATIO

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:42 A

M

1 3/16" = 1'-0"

EAST ELEVATION23/16" = 1'-0"

SOUTH ELEVATION

33/16" = 1'-0"

WEST ELEVATION4 3/16" = 1'-0"

NORTH ELEVATION

NEW WORK NOTES:

1. PAINT EXISTING 6"x6" STEEL BOLLARD TO MATCHEXISTING INTERIOR STEEL COLOR - GLOSS. ALLBOLLARDS.

2. GLAZING TO REMAIN.3. NEW EXTERIOR LIGHT. SEE ELECTRICAL DRAWINGS.4. PAINT ALL FORMED CAP RIDGE FLASHING.5. PAINT EXISTING CLOCK TOWER STRUCTURAL STEEL

AND FLASHING TO MATCH INTERIOR STEEL COLOR -GLOSS, TYP.

6. 4x8x16 SINGLE SCORE GROUND FACE CMU TOREMAIN. PATCH WHERE DAMAGED - SEE AD1.12E.CLEAN PER SPECIFICATIONS.

7. EXISTING INSULATED TRANSLUCENT SKYLIGHT PANELSTO REMAIN.

8. PAINT STANDING SEAM METAL ROOF, FLASHING, DTM(DIRECT TO METAL) EGG SHELL SW 4018 TOWERGREY, TYP.

9. PATCH HOLES, SAND PRIME AND PAINT EXISTINGSTEEL POST STRUCTURE BETWEEN WINDOW UNITS(TYP) TO MATCH EXISTING INTERIOR STEEL COLOR -GLOSS. ALL COLUMNS.

10. EXISTING GLASS BLOCK TO REMAIN.11. NEW THERMALLY INSULATED HOLLOW METAL DOOR

AND FRAME. INSTALL NEW HARDWARE. PAINT HMDOORS AND FRAMES TO MATCH CLEANED CMUCOLOR.

12. EXISTING SATELLITE DISH MOUNTED TO PLUMBINGVENT STACK TO REMAIN. RE-CAULK ALLPENETRATIONS.

13. REPLACE WALL PACK LIGHTS. ALTERNATE E-5. SEEELECTRICAL DRAWINGS.

14. REPLACE RESTROOM AND NO SMOKING SIGNS.15. REPLACE DOOR BELL BUTTON.16. REINSTALL SALVAGED LOCK BOXES FOR KEYS.17. PAINT EXISTING COLUMN CAPS PANTONE 429 -

GLOSS WITH PANTONE 3425 ACCENT COLORS -GLOSS.

18. PAINT EXISTING GUTTERS ON ENTIRE BUILDING.PANTONE 877 - FLAT, TYP..

19. PAINT ALL EXISTING DOWNSPOUTS. PANTONE 877 -FLAT, TYP.

20. INSTALL NEW ALUMINUM SILL COVER ON ALL EXISTINGSTOREFRONT. SEE DETAILS 12 AND 13 ON A4.01E.

21. PAINT SIGN STEEL BACKING PLATE AND PIN MOUNTS -GLOSS. PANTONE 3425. TYP. ALL SIDES.

22. PAINT ALL CMU COLUMN BASES (4) COURSES HIGH TOMATCH INTERIOR STEEL PAINT COLOR.





PAINT ALL EXISTINGALUMINUM COLUMN

CAPS (TYP)

PAINT ALL STANDINGSEAM METAL ROOF

AREAS

PAINT ALL EXISTINGGUTTERS (TYP)

EXISTING ALUMINUMSOFFIT PANEL TOREMAIN

PAINT ALL EXISTINGAPPLIED DETAILS

(TYP)

PAINT EXISTINGALUMINUM COLUMNCAP (TYP)

PAINT EXISTINGAPPLIED DETAIL

℄ OF COL

PAINT ALL EXISTINGBREAK METAL

FASCIA/CLOSURE OFPRE-FIN ALUMINUM

(TYP) PAINT STRUCTURALPLATE FRAMING

PAINT STRUCTURALTUBE FRAMING


CAPS (TYP)

PAINT ALL EXISTINGALUMINUM REVEALS

PAINT ALL EXISTINGALUMINUM HALF

ROUND TRIMS

PAINT ALL EXISTINGALUMINUM

RONDELLES

PAINT ALL EXISTINGALUMINUM REVEALS

CONTINUOUS SEALANTTO REMAIN. CAULK

WHERE DAMAGED ORDETERIORATED

PAINT ALL EXISTINGGUTTERS

PAINT ALL EXISTINGALUMINUM

RONDELLES


CAPS (TYP)

PAINT ALL EXISTINGDOWNSPOUTS


CAPS (TYP)

PAINT ALL EXISTINGBREAK METAL

CLOSURE OF PRE-FINALUMINUM

EXISTING INSULATEDTRANSLUCENT SKYLIGHTPANELS TO REMAIN

CONTINUOUS SEALANTTO REMAIN. CAULKWHERE REQUIRED

PAINT STRUCTURALTUBE FRAMING

1" THICK PRE-FINALUMINUM SOFFITPANEL TO REMAIN

EXISTING DUCT TOREMAIN

PAINT PRE-FINALUMINUM RIDGE CAP

PAINT PRE-FINALUMINUM STANDINGSEAM METAL ROOF

PAINT EXPOSEDSTRUCTURE

EDGE OF WALLBEYOND

PAINT STRUCTURALPLATE FRAMING

PAINT STRUCTURALTUBE ROOF FRAMING

PAINT ALL CONTINUOUS6"x6" PRE-FIN

ALUMINUM GUTTERS

PAINT ALL COLUMNCAPITALS AS DETAILED

PAINT CONTINUOUSREVEALS

4x8x16 SINGLE SCORE GROUNDFACE CMU TO REMAIN.PATCH/REPLACE WHERE DAMAGED.CLEAN PER SPECIFICATIONS.

2" AIR SPACE

1/2" CEMENTITIOUSBOARD SHEATHING

1" THICK PRE-FINALUMINUM SOFFITPANEL TO REMAIN

MASONRY VENEERANCHOR TO REMAIN

EXPANSION MATERIALTO REMAIN

4x8x16 SINGLE SCOREGROUND FACE CMU TO

REMAIN. PATCHREPLACE WHEREDAMAGED. SEE

AD1.12E FOR MOREINFORMATION. CLEANPER SPECIFICATIONS.

A4.01E

6

A4.01E

3

NEW SOFFIT LIGHTINGFIXTURE INSTALL IS

ALTERNATE E-2 AND E-3.SEE ELECTRICAL

DRAWINGS

NEW CONCRETE WALK

PAINT ALL EXISTINGALUMINUM SOFFITPANELS

PAINT BREAK METALALUMINUM FLASHING

PAINT ALL BREAKMETALFASCIA/CLOSURE OFPRE-FIN ALUMINUM(TYP)


CONTINUOUS SEALANTTO REMAIN. CAULK

WHERE DAMAGED ORDETERIORATED

PAINT ALL BREAKMETAL FASCIA/CLOSURE

OF PRE-FIN ALUMINUM(TYP)

PAINT ALL EXPOSEDSTRUCTURAL STEEL

TUBE FRAMING

PAINT ALL EXISTINGSTANDING SEAMMETAL ROOF AREASAS VERTICALINTERIOR PANEL

CONTINUOUSSEALANT TO REMAIN.CAULK WHEREDAMAGED ORDETERIORATED


1/4"

MATCH E

XIS

TIN

GW

IND

OW

FR

AM

E

1/8"

EXISTING WINDOWSILL FRAME

NEW 18 ga MIN ALUMINUMPLATE MATCH WIDTH OFMULLION - ℄ TO ℄

NEW CLEAR SILICONESEALANT

COUNTER SUNK FACEFASTENER @ 2'-0" OC.STAINLESS STEEL FINISH

PAINT ALL EXISTINGSTANDING SEAMMETAL ROOF AREAS



PAINT ALL EXISTINGGUTTERS BRACKETS


PRE FINISHED METALROOF SOFFIT PANEL

TO REMAIN


TUBE FRAMING


TUBE FRAMING

EXISTING INSULATEDTRANSLUCENT

SKYLIGHT PANELSTO REMAIN


PAINT ALL EXISTINGALUMINUM SOFFITPANELS

CONTINUOUSSEALANT TOREMAIN. CAULKWHERE DAMAGEDOR DETERIORATED


TUBE FRAMING




PAINT ALL EXISTINGGUTTER BRACKETSS




PAINT ALL EXISTINGGUTTER BRACKETSS

PAINT ALL EXISTINGALUMINUM SOFFIT

PANELS

PAINT ALL BREAKMETAL

FASCIA/CLOSURE OFPRE-FIN ALUMINUM

(TYP)


TUBE FRAMING

1/4" M

ATCH E

XIS

TIN

GW

IND

OW

FR

AM

E

1/8"

EXISTING WINDOWSILL FRAME

NEW 18 ga MIN ALUMINUMPLATE MATCH WIDTH OFMULLION - ℄ TO ℄

NEW CLEAR SILICONESEALANT

COUNTER SUNK FACEFASTENER @ 2'-0" OC.STAINLESS STEEL FINISH

A4.01E

12

BUILDING DETAILS

A4.0

1E B

UILD

ING

DETAIL

S.D

WG

DAV

ID B

OW

DEN

8/4

/20

17 1

0:4

2 A

M





7 1" = 1'-0"

METAL FASCIA DETAIL8 1' = 1'-0"

TYPICAL FASCIA DETAIL

4 NTS

DETAIL OF SKYLIGHT AT FASCIA5 NTS

DETAIL OF SKYLIGHT AT FASCIA

10 NTS

SKYLIGHT AT FASCIA11 NTS

SECTION AT INTERIOR WALL

13 3" = 1'-0"

ALUMINUM PLATE DETAIL

12 1'-0" = 1'-0"

ALUMINUM PLATE DETAIL

1 1/2" = 1'-0"

SECTION AT NORTH WALL2

1/2" = 1'-0"

SECTION AT RIDGE SKYLIGHT3

3/4" = 1'-0"

COLUMN CAPITAL/FASCIA

6 3/4" = 1'-0"

TYP COLUMN CAPITAL (NO D.S.)

9 3/4" = 1'-0"

COLUMN CAPITAL WITH D.S.

14 6" = 1'-0"

DETIAL @ COLUMN REVEAL

EXISTING STEEL TUBESw/ WELDED STEELANGLES WELDED TOSTEEL TUBE COLUMNSTO REMAIN. PAINT ALLEXPOSED STEEL

EXISTING TREATEDCLEAR FIR SEAT TOREMAIN. RE-SEAL w/CLEAR WATERRESISTANT COATING

PAINT EXISTINGSTEEL TUBE

EXISTING STAINLESSSTEEL SECTION FRAMEATTACHED TO COLUMNASSEMBLY

PAINT EXISTING STEELANGLE WELDED TOSTEEL TUBES

EXISTING CANOPYFOUNDATION TO REMAIN


PAINT EXISTINGPRE-FINISHEDALUMINUMSTANDING SEAMROOF

PAINT EXISTINGPRE-FINISHED

ALUMINUMSTANDING SEAM

ROOF

EXISTINGSHEATHING

EXISTING METALSTUD RAFTERS

PAINT EXISTINGTUBE STEEL

CONTINUOUSSEALANT

EXISTING 1" PRE-FINISHEDALUMINUM SOFFIT.

ALTER/REMOVE/REINSTALLSECTIONS AS REQUIRED FOR

LIGHT INSTALLATION

2" TOOLED EDGE ALLSIDES

1" PREMOLDED EXPANSIONJOINT MATERIAL 30" OCMAX. LEAVE DOWN 1" @APPLY COLOR MATCHJOINT SEALANT

LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC FLOW

PAINT EXISTINGPRE-FINISHEDALUMINUMSTANDING SEAMROOF

PAINT EXISTINGSTEEL TUBE


EXISTINGCANOPYFOUNDATION TOREMAIN

NEW CONCRETEWALK

CUT HOLE FORELECTRICAL WIRINGCONNECTIONS. SEEELECTRICAL DWGS


24"X12" 3000 PSICONCRETE FOOTERW/ (2) #5 REBARSCONTNUOUS

8" 4000 PSI CONCRETE SLABW/ 6X6X2.1X2.1. CONCRETE SLAB

THICKNESS TO MATCH EXISTINGADJACENT CONCRETE PAVEMENT.

DOWEL IN EXISTING CONCRETEPAVEMENT WITH NEW CONCRETE

SLAB.

1/2" EXPANSION JOINT

10" GRAVEL BASE(3) 8" CMU, GROUTED SOLID

48" O.C. REINFORCEMENTW/ #5 REBAR

(9) 8" SPLIT-FACEDCMU (EXTERIOR FACED)

PRECASTCOPING

6'-0

"

# 5 REBAR @ 48" O.C.

#5 REBAR @ 48" O.C.GROUT CELLS FULL

6'-0

"

13'-4"

6" DIAMETERSTEEL TUBEGALVANIZED

6'-0" HIGH METALSWINGING GATES W/DROP LOCKS

4'-0

"3'-0

"

DOME CAP

6" DIAMETERCONCRETE FILLEDBOLLARD48" HIGH

6'-8" 6'-8"

POUR CONCRETEBASE AROUND 6"DIAMETER POST

3'-0

"

POURCONCRETEBASEAROUND 6"DIAMETERPOST

WELDEDCAP

8" THICK CONCRETE SLAB @ 4000 PSI W/6X6X2.1X2.1. 10" GRAVEL BASE. CONCRETESLAB THICKNESS TO MATCH EXISTINGADJACENT CONCRETE PAVEMENT. DOWEL INEXISTING CONCRETE PAVEMENT WITH NEWCONCRETE SLAB.


REGRADE EXISTINGGRADE TO SLABELEVATION

DUMPSTERBY OTHERS

13'-4"

8" THICK CONCRETESLAB @ 4000 PSIW/ 6X6X2.1X2.110" GRAVEL BASE

6'-0" HIGH METALSWINGING GATES W/DROP LOCKS

8'-8"

LINE OF PRECASTCONCRETE COPINGABOVE

CONCRETE FOOTING8" CMU (SPLIT FACED)PAINTED

6" DIAMETERCONCRETE FILLEDBOLLARD48" HIGH

8" CMU (SPLIT FACED)PAINTED


CL

CL

SLO

PE S

LAB

1/4

"/FT

LINE OF FOOTERBELOW GRADE

CONCRETE SLAB THICKNESS TO MATCH EXISTINGADJACENT CONCRETE PAVEMENT. DOWEL INEXISTING CONCRETE PAVEMENT WITH NEWCONCRETE SLAB.

EXISTINGCANOPYFOUNDATION TOREMAIN

NEW CONCRETEWALK


NEW CONCRETEFOOTING 4000 PSI@ 28 DAYS

#5 REBAR @ 18" O.C.

#5 REBAR @ 18" O.C.

EXISTING CANOPY

1'-0

"3'-0

"

8'-0"

CL

NEW CONCRETEFOOTING 4000 PSI@ 28 DAYS

8'-0

"8'-0"

CL

CL

RELOCATEDCANOPY POST

DETAILS

A4.0

2E D

ETAIL

S.D

WG

DAV

ID B

OW

DEN

8/4

/20

17 1

0:4

2 A

M

7 NTS

TYPICAL WALKWAY PLAN DETAIL

1 1/2" = 1'-0"

BUS SHELTER - SEAT ASSEMBLY2

1/2" = 1'-0"

SECTION - SEAT ASSEMBLY3 1/2" = 1'-0"

BUS SHELTER - ELEVATION5 1/2" = 1'-0"

BUS SHELTER - ROOF PLAN

6 1/2" = 1'-0"

BUS SHELTER - ROOF SECTION

8 SCALE: 1/2"= 1'-0"

TYPICAL DUMPSTER PLAN DETAIL

9 SCALE: 1/2"= 1'-0"

TYPICAL BOLLARD DETAIL10 SCALE: 1/2"= 1'-0"

TYPICAL DUMPSTER SURROUND ELEVATION11 SCALE: 1/2"= 1'-0"

TYPICAL SURROUND SECTION

13 1/2" = 1'-0"

BUS SHELTER - FOOTING DETAIL

12 1/2" = 1'-0"

BUS SHELTER - FOOTING PLAN

BID PACKAGE GREATER DAYTON RTAproc.greaterdaytonrta.org/docs/17-25/IFB GD17-25 RTA East 3.pdf ·...

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Transcript of BID PACKAGE GREATER DAYTON RTAproc.greaterdaytonrta.org/docs/17-25/IFB GD17-25 RTA East 3.pdf ·...