bid package greater dayton rtaproc.greaterdaytonrta.org/docs/17-25/ifb gd17-25 rta east 3.pdf ·...
TRANSCRIPT
OVERALLTITLE SHEET
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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
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
GREATER DAYTON RTAEAST HUB
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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GREATER DAYTON RTAEAST HUB
BID PACKAGE
STA
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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
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ABBREVIATIONS
CL
DRAWING REFERENCE NUMBER
DRAWING TITLE
SCALE OF DRAWING
DRAWING REFERENCE NUMBER
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 REFERENCE NUMBER
DRAWING SHEET NUMBER
DRAWING REFERENCE NUMBER
DRAWING SHEET NUMBER
DRAWING REFERENCE NUMBER
DRAWING SHEET NUMBER
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
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AM
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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
PHOTO 19 PHOTO 20 PHOTO 21 PHOTO 22
NOTE:PHOTO NUMBERS INDICATEDCORRELATE TOPHOTOGRAPHS SHOWN ONTHIS SHEET AND SHEET G1.12E
PHOTO 23 PHOTO 24 PHOTO 25 PHOTO 26
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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HO
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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
PHOTO 43 PHOTO 44 PHOTO 45 PHOTO 46
PHOTO 47 PHOTO 48 PHOTO 49 PHOTO 50
NOTE:PHOTO NUMBERS INDICATEDCORRELATE TOPHOTOGRAPHS SHOWN ONTHIS SHEET AND SHEET G1.11E
PHOTO 51 PHOTO 52 PHOTO 53 PHOTO 54
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
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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.
TUCKPOINT EXISTINGDAMAGED MORTARAS REQUIRED.
REMOVE EXISTINGDAMAGED CMU &REPLACE WITH NEWCMU. SEEELEVATIONS FOREXTENT OF CMU TOBE PAINTED.
CLEAN EXISTINGCMU WALLS &COLUMNS.
PAINT EXISTINGDOWNSPOUT.
TUCKPOINT EXISTINGDAMAGED MORTARAS REQUIRED.
REMOVE EXISTINGDAMAGED CMU &REPLACE WITH NEWCMU. SEEELEVATIONS FOREXTENT OF CMU TOBE PAINTED.
CLEAN EXISTINGCMU WALLS &COLUMNS.
TUCKPOINT EXISTINGDAMAGED MORTARAS REQUIRED.
REMOVE EXISTINGDAMAGED CMU &REPLACE WITH NEWCMU. SEEELEVATIONS FOREXTENT OF CMU TOBE PAINTED.
CLEAN EXISTINGCMU WALLS &COLUMNS.
TUCKPOINT EXISTINGDAMAGED MORTARAS REQUIRED.
REMOVE EXISTINGDAMAGED CMU &REPLACE WITH NEWCMU. SEEELEVATIONS FOREXTENT OF CMU TOBE PAINTED.
CLEAN EXISTINGCMU WALLS &COLUMNS.
SAWCUT TOREMOVE & REPLACEEXISTING DAMAGEDCONCRETE CURB /GUTTER 2'-0" TO EASIDE OF DAMAGE.SEE KEY PLAN THISSHEET FORPOSSIBLEADDITIONALEXTENTS OF WORK.
SAWCUT TOREMOVE & REPLACEEXISTING DAMAGEDCONCRETE CURB /GUTTER 2'-0" TO EASIDE OF DAMAGE.SEE KEY PLAN THISSHEET FORPOSSIBLEADDITIONALEXTENTS OF WORK.
SAWCUT TOREMOVE & REPLACEEXISTING DAMAGEDCONCRETE CURB /GUTTER 2'-0" TO EASIDE OF DAMAGE.SEE KEY PLAN THISSHEET FORPOSSIBLEADDITIONALEXTENTS OF WORK.
SAWCUT TOREMOVE & REPLACEEXISTING DAMAGEDCONCRETE CURB /GUTTER 2'-0" TO EASIDE OF DAMAGE.SEE KEY PLAN THISSHEET FORPOSSIBLEADDITIONALEXTENTS OF WORK.
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 TOILET SEATCOVER DISPENSER
REMOVE ANDSALVAGE EXISTINGFLUSH BUTTON
REMOVE EXISTINGTILE FLOORING
REMOVE EXISTINGTILE FLOORING
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
EXISTING BEIGEWALL TILE TOREMAIN
REMOVE EXISTINGFLOOR DRAINSTRAINER ANDDISPOSE OF OFFSITE. KEEP EXISTINGDRAIN FOR REUSE
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
EXISTING BEIGEWALL TILE TOREMAIN
REMOVE ANDSALVAGE EXISTINGPLUMBING FIXTURE
EXISTING BEIGEWALL TILE TOREMAIN
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 ANDSALVAGE EXISTINGPLUMBING FIXTURE
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
REMOVE EXISTINGRECESSED PAPERTOWEL DISPENSER
REMOVE EXISTINGTILE FLOORING
REMOVE EXISTINGRECESSED PAPERTOWEL DISPENSER
EXITING RECESSEDUNIT HEATER TO BEREMOVED.
PAINT GWB CEILING
EXISTING ? TOREMAIN
EXISTING BEIGEWALL TILE TOREMAIN
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
EXISTING DOOR &FRAME TO BEREMOVED
SALVAGE EXISTINGDOOR CLOSER.
EXISTING RECESSEDUNIT HEATER TO BEREMOVED
SALVAGE EXISTINGDOOR HARDWAREFOR NEW DOOR
REMOVE EXISTINGTILE FLOORING
EXISTING DOOR TOBE REMOVED
EXISTING BEIGEWALL TILE TOREMAIN
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
REMOVE ANDSALVAGE EXISTINGSOAP DISPENSER
REMOVE EXISTINGTILE FLOORING
EXISTING DOORFRAME TO REMAIN
REMOVE ANDSALVAGE EXISTINGPLUMBING FIXTURE
EXISTING BEIGEWALL TILE TOREMAIN
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
REMOVE ANDSALVAGE EXISTINGPLUMBING FIXTURE
PAINT GWB CEILING
REMOVE EXISTINGTILE FLOORING
REMOVE EXISTINGFLOOR DRAINSTRAINER ANDDISPOSE OF OFFSITE. KEEP EXISTINGDRAIN FOR REUSE
REMOVE EXISTINGTEAL GREEN WALLTILE
RE-LAMP LIGHTFIXTURE
PAINT GWB CEILING
EXISTING SENSORTO REMAIN
EXISTING BEIGEWALL TILE TOREMAIN
EXISTING FAN /VENT TO REMAIN
EXISTING LIGHT TOBE REMOVED;PATCH AND REPAIRCEILING TO RECEIVEPAINT.
REMOVE ANDSALVAGE EXISTINGPLUMBING FIXTURE
REMOVE ANDSALVAGE EXISTINGPLUMBING FIXTURE
EXISTING BEIGEWALL TILE TOREMAIN
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
EXISTING COATHOOK TO REMAIN
REMOVE ANDSALVAGE GRABBAR
REMOVE EXISTINGTILE FLOORING
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
REMOVE EXISTINGGRAB BAR
EXISTING BEIGEWALL TILE TOREMAIN
RE-LAMP LIGHTFIXTURE
REMOVE ANDSALVAGE TOILET SEATCOVER DISPENSER
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
EXISTING BEIGEWALL TILE TOREMAIN
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
REMOVE ANDSALVAGE GRABBAR
EXISTING DOORFRAME TO REMAIN
REMOVE ANDSALVAGE EXISTINGSOAP DISPENSER
EXISTING BEIGEWALL TILE TOREMAIN
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
EXISTING DOORFRAME TO REMAIN
PAINT GWB CEILING
REMOVE EXISTINGTILE FLOORING
REMOVE EXISTINGTILE FLOORING
EXISTING BEIGEWALL TILE TOREMAIN
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
REMOVE ANDSALVAGE EXISTINGPLUMBING FIXTURE
EXISTING RECESSEDUNIT HEATER TO BEREMOVED
REMOVE ANDSALVAGE EXISTINGMIRRORS
REMOVE ANDSALVAGE EXISTINGSOAP DISPENSER
REMOVE EXISTINGRECESSED SOAPDISPENSER
EXISTING OUTLET TOREMAIN
REMOVE EXISTINGRECESSED PAPERTOWEL DISPENSER
REPLACE RECESSEDUNIT HEATER
EXISTING BEIGEWALL TILE TOREMAIN
REMOVE EXISTINGTEAL GREEN ANDYELLOW WALL TILE
EXISTING DOOR &FRAME TO BEREMOVED
REMOVE ANDSALVAGE EXISTINGSOAP DISPENSER
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.
EXISTING UTILITIES NOTE:
VERIFY EXACT LOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION AS SOME OF THETHESE UTILITIES WERE NOT FIELD LOCATED ORVERIFIED.
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
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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
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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.
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.
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
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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
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 ALLEXPOSEDSTRUCTURALSTEEL TUBEFRAMING -INTERIOR ANDEXTERIOR
PAINT ALLSTANDING SEAMMETAL ROOFPANELS
REINSTALL BUSSTOP SIGNAGE- SEE NEWWORK PLANFOR LOCATION
PAINT ALL EXISTINGGUTTERS,DOWNSPOUTS,FASCIAS & FLASHING
PAINT ALL EXISTINGALUMINUM COLUMNCAPS (TYP)
CLEAN ALL EXISTINGEXTERIOR MASONRYPANELS PER SPECS(TYP) REMOVE EXISTING
DOOR AND FRAME.
CLEAN ALLEXISTINGEXTERIORMASONRYPANELS PERSPECS (TYP)
PATCH HOLES, SANDPRIME AND PAINTEXISTING STEEL POSTSTRUCTURE BETWEENWINDOW UNITS (TYP)
PAINT ALL EXISTINGGUTTERS,DOWNSPOUTS,FASCIAS & FLASHING
PATCH HOLES,SAND PRIMEAND PAINTEXISTINGSTEEL POSTSTRUCTUREBETWEENWINDOW UNITS(TYP)
REMOVEEXISTINGCAMERA TOALLOW FORPAINTING ANDTHEN REINSTALLIMMEDIATELY
PAINT ALLEXPOSEDSTRUCTURALSTEEL TUBEFRAMING -INTERIOR ANDEXTERIORPAINT ALLSTANDING SEAMMETAL ROOFPANELS
EXISTINGINSULATEDTRANSLUCENTSKYLIGHTPANELS TOREMAIN
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
PAINT ALLEXPOSEDSTRUCTURALSTEEL TUBEFRAMING -INTERIOR ANDEXTERIOR
EXISTINGINSULATEDTRANSLUCENTSKYLIGHTPANELS TOREMAIN
PATCH HOLES,SAND PRIMEAND PAINTEXISTINGSTEEL POSTSTRUCTUREBETWEENWINDOW UNITS(TYP)
PAINT ALLEXISTINGGUTTERS,DOWNSPOUTS,FASCIAS &FLASHING
CLEAN ALLEXISTINGEXTERIORMASONRYPANELS PERSPECS (TYP)
REMOVEEXISTINGDOOR ANDFRAME.
PAINT ALLEXISTINGALUMINUMCOLUMN CAPS(TYP)
PAINT ALLEXPOSEDSTRUCTURALSTEEL TUBEFRAMING -INTERIOR ANDEXTERIOR
REMOVEEXISTING DOORAND FRAME.
CLEAN ALLEXISTINGEXTERIORMASONRY PANELSPER SPECS (TYP)
PAINT ALLEXISTINGGUTTERS,DOWNSPOUTS,FASCIAS &FLASHING
PAINT ALLEXISTINGALUMINUMCOLUMN CAPS(TYP)
PAINT ALL EXPOSEDSTRUCTURAL STEEL TUBEFRAMING - INTERIOR ANDEXTERIOR
PAINT ALL STANDINGSEAM METAL ROOFPANELS
EXISTINGINSULATEDTRANSLUCENTSKYLIGHTPANELS TOREMAIN
PAINT ALL EXISTINGGUTTERS, DOWNSPOUTS,FASCIAS & FLASHING
CLEAN ALL EXISTINGEXTERIOR MASONRYPANELS PER SPECS (TYP)
PAINT ALLEXISTINGALUMINUMCOLUMN CAPS(TYP)
REMOVEEXISTINGCAMERA TOALLOW FORPAINTING ANDTHEN REINSTALLIMMEDIATELY
REMOVEEXISTING DOORAND FRAME. PATCH CMU
WHEREREQUIRED.PATCH PRIORTO NEW SLABINSTALL
REINSTALL BUSSTOP SIGNAGE- SEE NEWWORK PLANFOR LOCATION
PAINT ALL EXPOSEDSTRUCTURAL STEELTUBE FRAMING -INTERIOR ANDEXTERIOR
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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PLANS-
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WO
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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
PAINT ALL EXISTINGALUMINUM COLUMNCAPS (TYP)
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
PAINT ALL EXPOSEDSTRUCTURAL STEELTUBE FRAMING
A4.01E
6
TYP
4 3 2 1
FF
PAINT ALL EXPOSEDSTRUCTURAL STEELTUBE FRAMING
PAINT ALL EXISTINGALUMINUM COLUMNCAP (TYP)
ALL EXISTINGREFINISHED WHITESOFFIT PANELS TOREMAIN
PAINT ALL EXPOSEDSTRUCTURAL STEELTUBE FRAMING
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
DAV
ID B
OW
DEN
8/4
/20
17 1
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
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.
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
-A3.0
1E E
XTER
IOR
ELEV
ATIO
NS.D
WG
DAV
ID B
OW
DEN
8/4
/20
1710
: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.
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.
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
PAINT ALL EXISTINGALUMINUM COLUMN
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
PAINT ALL EXISTINGALUMINUM COLUMN
CAPS (TYP)
PAINT ALL EXISTINGDOWNSPOUTS
PAINT ALL EXISTINGALUMINUM COLUMN
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)
EXISTING INSULATEDTRANSLUCENTSKYLIGHT PANELSTO REMAIN
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
PAINT ALL BREAKMETALFASCIA/CLOSURE OFPRE-FIN ALUMINUM(TYP)
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
PAINT ALL BREAKMETALFASCIA/CLOSURE OFPRE-FIN ALUMINUM(TYP)
PAINT ALL EXISTINGGUTTERS BRACKETS
EXISTING INSULATEDTRANSLUCENTSKYLIGHT PANELSTO REMAIN
PRE FINISHED METALROOF SOFFIT PANEL
TO REMAIN
PAINT ALL EXPOSEDSTRUCTURAL STEEL
TUBE FRAMING
PAINT ALL EXPOSEDSTRUCTURAL STEEL
TUBE FRAMING
EXISTING INSULATEDTRANSLUCENT
SKYLIGHT PANELSTO REMAIN
PAINT ALL BREAKMETALFASCIA/CLOSURE OFPRE-FIN ALUMINUM(TYP)
PAINT ALL EXISTINGALUMINUM SOFFITPANELS
CONTINUOUSSEALANT TOREMAIN. CAULKWHERE DAMAGEDOR DETERIORATED
PAINT ALL EXPOSEDSTRUCTURAL STEEL
TUBE FRAMING
PAINT ALL EXISTINGSTANDING SEAMMETAL ROOF AREAS
PAINT ALL EXISTINGGUTTERS
PAINT ALL BREAKMETALFASCIA/CLOSURE OFPRE-FIN ALUMINUM(TYP)
PAINT ALL EXISTINGGUTTER BRACKETSS
PAINT ALL EXISTINGSTANDING SEAMMETAL ROOF AREAS
PAINT ALL EXISTINGGUTTERS
PAINT ALL BREAKMETALFASCIA/CLOSURE OFPRE-FIN ALUMINUM(TYP)
PAINT ALL EXISTINGGUTTER BRACKETSS
PAINT ALL EXISTINGALUMINUM SOFFIT
PANELS
PAINT ALL BREAKMETAL
FASCIA/CLOSURE OFPRE-FIN ALUMINUM
(TYP)
PAINT ALL EXPOSEDSTRUCTURAL STEEL
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
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.
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
EXISTING TREATEDCLEAR FIR SEAT TOREMAIN. RE-SEAL w/CLEAR WATERRESISTANT COATING
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
EXISTING TREATEDCLEAR FIR SEAT TOREMAIN. RE-SEAL w/CLEAR WATERRESISTANT COATING
EXISTINGCANOPYFOUNDATION TOREMAIN
NEW CONCRETEWALK
CUT HOLE FORELECTRICAL WIRINGCONNECTIONS. SEEELECTRICAL DWGS
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.
6" DIAMETERSTEEL TUBEGALVANIZED
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
6" DIAMETERSTEEL TUBEGALVANIZED
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
CUT HOLE FORELECTRICAL WIRINGCONNECTIONS. SEEELECTRICAL DWGS
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