bus shelters plans-10092015-revised · shelter plan 1 configuration b1 1/4" = 1'-0"...

9 GLAZING DECAL12" = 1'-0"

EXTERIOR GRADE, DIE-CUT 3 MIL VINYLDECAL W/ PRESURE-SENSITVE ADHESIVEBACKING; FROSTED-ETCHED LOGO W/CLEAR BACKGROUND

NOTES:1. IMAGE ABOVE IS VIEW FROM INSIDE SHELTER. PRINT REVERSE IMAGE;

AFFIX TO OUTSIDE OF ENCLOSURE.2. GRAPHIC PROVIDED BY CITY.

2"

1 ACCESSIBLE ROUTE - TYPICAL1/2" = 1'-0"

NOTES:1. ABOVE INDICATES TYPICAL CONDITIONS. ACTUAL CONDITIONS VARY AT EACH SITE. REFER TO SITE PLANS.

1.5% MAX. 4.5% MAX

EX

ISTI

NG

SLO

PE

AT

CU

RB

2.0% MAX.ANY DIRECTION

EXISTING C&G

WHEELCHAIR SPACE

ACCESSIBLEROUTE

(VARIES)BOARDING PAD

1.5%

MA

X.

8'-0"

5'-0

"

2'-6

"

4'-0"

3'-0

"

1.5%

MA

X.

AB

1 2

2 SHELTER PAD - PLAN1/2" = 1'-0"

14'-8"

8'-0

"

1'-2

1 2"

EQ. EQ.

NOTES:1. DIMENSIONS ABOVE ARE TYPICAL. EXTEND OR REDUCE TO MEET OVERALL LENGTH AND/OR WIDTH TO

ADJACENT WALLS/ PAVEMENTS AS INDICATED AND AS DIRECTED BY THE ARCHITECT.2. PROVIDE EXPANSION JOINT BETWEEN EDGE OF PAD AND ADJACENT WALLS AND/OR PAVEMENTS.3. FOOTPRINT FOR SHELTER CONFIGURATION "B SHOWN ABOVE. OTHERS VARY.

1.50% MAX. SLOPE

1.50

% M

AX

. SLO

PE

12'-11"

3'-5

1 2"

8"

COMPACTED SUBGRADEREFER TO STRUCTURAL DWGS.

3 SHELTER PAD3/4" = 1'-0"

EXPANSION JOINT

CONCRETE PAVING

NOTES:1. REFERENCE STRUCTURAL SLAB PLANS FOR ADDITIONAL INFORMATION.

SLIP-RESISTANCE EMERY FINISH

1/2" PRE-MOLDED EXPANSION MATERIAL

4"

LINE OF ADJACENT CURB

CIP CONCRETEMEDIUM BROOM FINISHSWEEP PERPENDICULAR TODIRECTION OF TRAFFIC

COMPACTED SUBGRADEREFER TO STRUCTURALDRAWINGS.NOTES:

1. DETAIL IS FOR SIDEWALKS. REFER TO 3/L301 FOR SHELTER PAD.2. REFER TO 7/C301 FOR JOINT TYPES.

6 CONCRETE PAVING1 1/2" = 1'-0"

EXPANSION JOINTDELETE DOWEL

BACKER ROD W/ BUFFCOLOR SEALANT.

38" TOOLED JOINT, 14DEPTH OF SLAB.

EXPANSION/ISOLATION JOINT(EJ)

CONTROL/CONTRACTION JOINT(CJ)

NOTES:1. INSTALL CONTROL JOINTS AT EQUAL INTERVALS OF 5'-0" UNLESS OTHERWISE INDICATED.2. INSTALL EXPANSION JOINTS @ 30'-0" INTERVALS MAX., UNLESS OTHERWISE INDICATED,

AND WHERE SLAB MEETS ANY ADJACENT STRUCTURE.3. TOOL ALL EXPOSED EDGES W/ 14" RADIUS.4. RECESS EXPANSION JOINTS 14" BELOW FINISH GRADE.

LAYOUT LINE (TYP.)

6"

7 CONCRETE JOINTING1 1/2" = 1'-0"

EQ

.38"

EQ

.

1/2" PRE-MOLDEDEXPANSION MATERIAL

5'-0

"

8'-0" MAX.

2'-0

"2"

TREE PROTECTION SIGN PERSPECIFICATIONS; 25'-0" O.C. MAX.

2"x4" WELDED WIRE FABRIC, 12GA.;ATTACH TO POST W/ 3 4" WIRESTAPLES @ 18" O.C.

2x4 WOOD OR 2#/FT.GALVANIZED U-CHANNEL POST

6" DEPTH SHREDDED HARDWOODMULCH INSIDE FENCEDENCLOSURE

10 TREE PROTECTION FENCE 1/2"=1'-0"

12" LENGTH FLAGGING TAPE; 4'-0"O.C.; 13

16" WIDE; FLUORESCENTLIME GREEN.

TREEPROTECTION

AREA

NO ENTRY

FINESIMPOSED

LINE OF ADJACENTCONSTRUCTION

NOTES:1. INSTALL JOINT MORTAR BY MEANS OF A GROUT BAG AND POINTING. FLOATING AND SCREEDING IS

PROHIBITED.2. INSTALL PAVER COURSES IN STRAIGHT LINES AND TRUE ARCS AND TANGENTS.3. FOR ALL CUTS, REPLICATE EDGE CONDITION OF UNCUT UNIT.4. CUT UNITS LESS THAN 12 PAVER DIMENSION ARE PROHIBITED. REMOVE CUT UNIT AND 2 ADJACENT

UNITS; INSTALL 3 EQUAL CUT UNITS.5. REFER TO 3/C312 FOR POST BASE IN UNIT PAVING.

38" PRESSED COVE MORTARJOINT (TYP.)

UNIT PAVER; MATCH EXISTING

MORTAR BEDBOND COAT

ADJACENT PLANTER

11 UNIT PAVING1 1/2" = 1'-0"

EXPANSION JOINTDELETE DOWEL

3 4"

SHELTER PAD(SIM.)

NOTES:1. VICTOR STANLEY MODELS & OTHERS MANUFACTURED WITH LEVELING FEET AND

ACCOMMODATION FOR ANCHORS:1.1. ADJUST LEVELING FEET TO SET RECEPTACLE PLUMB.1.2. ANCHOR TO CONCRETE BASE AS INDICATED.

2. WHERE RECEPTACLES ARE SHOWN INSTALLED ON SIDEWALKS, DELETE PAD & ANCHORAS INDICATED.

3. ORIENT RECEPTACLES TOWARD ADJACENT CURB AND VERIFY SIDE DOOR, WHEREPRESENT, HAS FULL RANGE OF UNIMPEDED MOTION.

8 TRASH RECEPTACLE1" = 1'-0"

EXISTING RECEPTACLE(VARIES)

4"

2'-0"

CONCRETE PAVINGSIM.

CITY OF ALE

XANDRIA

VIRG

INIA

12'-11"3'-1 1/2" 3'-1 1/2" 3'-1 1/2" 3'-1 1/2"

3'-5

1/2

"

SHELTER PLAN

1 CONFIGURATION B11/4" = 1'-0"

NOTES:1. BENCH LOCATIONS VARY EACH SITE.2. OPTIONAL SOLAR ARRAY COMPONENTS, DELEGATED DESIGN,

AS APPROVED BY CITY: REMOTE LOCATE BATTERIES,CONTROLLER, DRIVER IN ALUMINUM (FINISHED TO MATCHSHELTER) OR STAINLESS STEEL EXTERIOR CABINET, BASEMOUNT, W/ FOOTING(S). MOUNT JUNCTION BOX INSIDE LOWERBEAM; PROVIDE FLUSH ACCESS PLATE ON INTERIOR SIDE.

1

WHEEL CHAIRSPACE

GLASSGLASS GLASS GLASSG

LAS

S

2A

B

12'-11"3'-1 1/2" 3'-1 1/2" 3'-1 1/2" 3'-1 1/2"

3'-5

1/2

"


1

WHEEL CHAIRSPACE

GLASSGLASS GLASS GLASS

GLA

SS

2

AB

GLA

SS

GLA

SS

12'-11"3'-1 1/2" 3'-1 1/2" 3'-1 1/2" 3'-1 1/2"

3'-5

1/2

"


1

WHEEL CHAIRSPACE


2

AB

12'-11"3'-1 1/2" 3'-1 1/2" 3'-1 1/2" 3'-1 1/2"

3'-5

1/2

"


1

WHEEL CHAIRSPACE


GLA

SS

2

AB

GLA

SS

MAP CASELOCATION

MAP CASELOCATION

SHELTER PLAN



MAP CASELOCATION

NO BOTTOMBEAM ORGLASS PANEL

MAP CASELOCATION





NO BOTTOM BEAMOR GLASS PANEL

21

AB

5 SHELTER ROOF PLAN (CONFIGURATIONS B1)1" = 1'-0"

19

20&

22

23

21

HOLES IN ANCHORPLATE TO BE

COORDINATED WITHLIGHT MOUNTING

PLATE

3'-0" 3'-1 1/2" 3'-1 1/2" 3'-0"

GLASS PANEL CANOPY ABOVE

12

13

9

1

2

8

WITH TOP ENDS CAPPED

6'-5 1/2" 6'-5 1/2"

3'-0 3/4"

RUN CONDUIT FOR LIGHTING UPTHROUGH POST AND THROUGHUPPER BEAM AND ALONGSIDEJOIST.

PHOTO CELL & MOTIONSENSOR. TAP POST ANDBEAM TO RUN CONDUIT.

4'-3

"

6'-5 1/2" 6'-5 1/2"

12' 11"

21

AB

3/8"

5 SHELTER CANOPY GLASS PLAN (CONFIGURATIONS B1)1" = 1'-0"

ALL JOINTS BETWEEN CANOPYGLASS PANELS TO BE SEALEDWITH SILICONE SEALANT

2 ABOVE

13

9

1

WITH TOP ENDS CAPPED

3'-1 1/8"3/8"

3'-1 1/8"3/8"

3'-1 1/8"3/8"

3'-1 1/8"1/4"1/4"

4

4

3

9 1/

2"4'

-3"

1'-8

1/2

"

5'-1

1 1/

2"

ABOVE

ABOVE

18 SILICONE SEALANT TO BEAPPLIED BETWEEN ALL GLASSCANOPY PANEL JOINTS.

1'-6

"3'

-4"

8 1/

2"

12'-11"

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

3'-1

"

3'-5

1/2

"

WHEELCHAIR SPACE. REFERENCEDETAIL 1 SHEET L301

4'-0"

3'-0

"

21

AB

GLASS PANEL CANOPY ABOVE

5

6

11

16

17

12

24

SANDWICHED IN BETWEENLAYERS OF GLASS LAMINATION.TYPICAL ALL VERTICAL GLASSPANELS.

ALL JOINTS BETWEENVERTICAL GLASS PANELS TO BEOPEN PANELS.

13

6 SHELTER PLAN (CONFIGURATIONS B1)1" = 1'-0"

CONCRETE FOUNDATION BELOW

17

1"

3"

3 1/

2"

4 1/2"

15 GROUNDING ROD BELOW

NOTE: CONTRACTOR TO SUBMITSHOP DRAWINGS FOR REVIEWPRIOR TO FABRICATION, TYP.

2

C302

3

C302

1

C302

CITY OF ALE

XANDRIA

VIRG

INIA

21

8" 1'-11" 1'-11" 1'-11" 8"

7'-1"

7'-4"

1 SHELTER FRONT ELEVATION (CONFIGURATIONS B1 & B3)1" = 1'-0"

6'-4

1/2

"

3'-1"

301 North Ripley Street

FG

7'-6

"

12

3

6

5

7

6

11

14

16

17

12

24

BEYOND

BEYOND

41

BEYOND

4 1/2"

12'-11"

18

21

20

23

19 BEYOND

25

1'-0

"

8'-6

"

ALL JOINTS BETWEEN VERTICALGLASS PANELS TO BE OPEN

SILICONE SEALANT TO BEAPPLIED BETWEEN ALL GLASSCANOPY PANEL JOINTS.

15

13

1'-0

"

NOTE: CONTRACTOR TO SUBMITSHOP DRAWINGS FOR REVIEWPRIOR TO FABRICATION, TYP.

2

C302

3

C313SEE

EQ. 9" 9" EQ.

27 COORDINATE ELECTRICAL,MOUNTING & ADDITIONALREQUIREMENTS WITHLUMINATOR.

2 1

6'-4

1/2

"

3'-1"

12'-11"

25

3 SHELTER BACK ELEVATION (CONFIGURATIONS B1 & B3)1" = 1'-0"

12

6

5

7

6

11

14

16

17

12

24

BEYOND

18

ALL JOINTS BETWEEN VERTICALGLASS PANELS TO BE OPEN

FG

8'-6

"

SILICONE SEALANT TO BEAPPLIED BETWEEN ALL GLASSCANOPY PANEL JOINTS.

BEYOND

7'-6

"8'

-6"

3x4 ACCESS PANEL FORELECTRICAL CONNECTIONSTHROUGH POSTS AND BEAM.PROVIDE WEATHER TIGHTACCESS PANEL.

27 BEYOND. COORDINATEELECTRICAL, MOUNTING &ADDITIONAL REQUIREMENTS WITHLUMINATOR.

8'-6

"

7'-6

"

3"4"

5'-4 1/2"

5"

8"

3'-1"

4"4"

6'-6

"4"

4"

7"

3'-5 1/2"

1'-0"

4'-3"1'-2"

3'-4"

1'-6"

8 1/2"

8'-9

"

FG

AB

5"

1

x

2

3

2"

2 SHELTER SECTION1" = 1'-0"

6

5

7

6

10

11

BEYOND 13

14

8"1'

-0"

15

16

3'-1

1"

9 1/2" 9" 9" 9 1/2"

3'-0 1/2"

3'-1"

17

18

19

20&

22

12

24

2321

8

PHOTO CELL & MOTION SENSOR. TAPPOST AND BEAM TO RUN CONDUIT.

1"

2'-6

"

BEYOND 26

9

27 COORDINATE ELECTRICAL,MOUNTING & ADDITIONALREQUIREMENTS WITH LUMINATOR.

4

C303

FORENLARGEMENTSEE

JOIST1

18

19

20

22

23

21

5" SPIDER CONNECTION3

ALUMINUM ANCHOR PLATE TACKWELDED TO PLATE JOIST CONNECTORS.

COLOR TO MATCH JOIST.

CANOPY GLASS

LIGHT MOUNTING PLATE, FOUR PER LIGHT.HOLES IN ANCHOR PLATE TO BE

COORDINATED WITH LIGHT MOUNTING PLATE

ADJUSTABLE LIGHT BRACKET. FIELD ADJUSTTO ALLOW SIGN PANEL TO BE PLUMB.

4 LIGHT & SIGNAGE ENLARGEMENT3" = 1'-0"

COORDINATE HOLES IN GLASS CANOPY WITHLIGHT MOUNTING BRACKET

CUSTOM SIGN VISOR SIGN PANELCONNECTED TO BACK OF LIGHT PER LIGHT

MANUFACTURER'S RECOMMENDATIONS

18" DEEP INLAID ENGRAVED LETTERING WITH

GLOSS PAINT.

LIGHT DIRECTION

CITY OF ALE

XANDRIA

VIRG

INIA

CITY OF ALE

XANDRIA

VIRG

INIA

7 BENCHNTS

NOTE:LOCATION OF BENCH IN SHELTERVARIES PER SITE LOCATION TO BEDETERMINED BY CITY.

3 POST BASE - TYPICAL 1" = 1'-0"

SLAB

BASE CONNECTION; REFERTO STRUCTURAL DETAILS

POST - VARIES

NOTES:1. FACTORY-INSTALL COUNTERSUNK SCREW HOLES IN POSTS.2. ORIENT BOLT HOLES AND HARDWARE AS INDICATED.3. REFER TO STRUCTURAL DETAILS

VA

RIE

S M

IN. 1

/2"

(TY

P.)

B. TYPICALB. UNIT PAVING

2 SADDLE BRACKET3" = 1'-0"

3"

1 12 "

84.90° 33 8"

1"Ø

312" SQ

3/16" PLATE SADDLE W/FACTORY-INSTALLED ANCHORHOLES; BOLT TO JOIST

1"Ø DOWEL; WELD TO SADDLEFACTORY-INSTALLED &TAPPED ANCHOR HOLE

14" PLATE; FACTORY-INSTALLEDANCHOR HOLES (TYP.)COUNTERSUNK SCREW

NOTES:1. PROVIDE ELASTOMERIC SEALANT WHERE DOWEL PASSES THROUGH CANOPY, AS REVIEWED AND

APPROVED BY ARCHITECT.2. PREDRILL & TAP SIGN PANEL BEAM PRIOR TO FINISHING.

B. FRONT ELEVATIONA. SIDE ELEVATION

SCREW TO BEAM (BELOW)

FACTORY-INSTALLEDANCHOR HOLES IN JOISTSTO RECEIVE SADDLE

4 L-BRACKET1" = 1'-0"

X

36 WELD TO UPPER BEAMBOLT TO LOWER BEAM

TAP FOR ANCHORTO PART 36

CANOPY RIGHTCANOPY LEFT

14"

COMPRESSIBLE RUBBERSTOP; ADHERE TO POST

12"

1

33 4"

C

3" METAL RECEIVER BLOCKWELD TO FRAME

101 2"

1"

31 4"

LOCK ACCESS HOLE

SQUARE TUBE; WELD TO POST

FLUSH SEEM(TYP.)

31 4"

RECESSED SCREW-LOCKW/ RETAINER AND SPRING

5 UPPER FACSIA - PART 633" = 1'-0"

1

C

18" PLATE; WELD TO CHANNEL

101 2"

ANGLE; WELD TO POST &PLATE; GRIND SMOOTH

31 4"

FLUSH SEEM(TYP.)

518"

6 LOWER FASCIA - PART 643" = 1'-0"

CITY OF ALE

XANDRIA

VIRG

INIA

1 PART SCHEDULE

PART NO. PART DESCRIPTION DIMENSION OTHER QUANTITY

1 JOIST ALUMINUM PLATE TAPEREDFROM 4" TO 7" AT BACK BEAM

1" THICK- SEESTRUCTURAL ALL WELDS TO BE GROUND SMOOTH. POWDER COAT COLOR BLACK. 5

2 UPPER BEAM RECTANGULAR TUBE 8"x5" PUNCH FOR ELECTRICAL RUNS AT CENTER JOIST LOCATION 1

3 DOUBLE SIDE MOUNTEDSPIDER CONNECTOR

TWO HEAVY-DUTY SS201ST SPIDER ASSEMBLIES CONNECTED BACK TO BACK AND COMPLETE WITH 2 HEAVYDUTY ARTICULATING GLASS BOLTS; DOUBLE FIXING BOLT PROVIDES SECURE FASTENING OF SPIDER ONTOSTRUCTURE; GLASS BOLT OFFERS UNIQUE ALLEN KEY RECESS FOR QUICK ADJUSTABILITY; GLASS BOLTFEATURES 7.5 DEGREES OF ROTATION TO CREATE FACETTED GLASS WALLS AND CANOPIES OUT OF FLATGLASSSPIDER FITTING: 2 ARMS (CONNECTED BACK TO BACK)200MM BETWEEN FEET OF SPIDERAPPROXIMATELY 119MM +/- 3MM FROM THE CENTERLINE OF SPIDER FIXING TO THE OUTSIDE FACE OF GLASSWHEN INSTALLED AB601T ARTICULATING BOLT; 60MM DIAMETER BUTTON FACE; M16 THREADMINIMUM 38.1 MM [1 1/2“] DIAMETER HOLE IN GLASS: OR APPROVED EQUAL. PROVIDE PRODUCT DATA & SHOPDRAWINGS FOR REVIEW & APPROVAL. STAINLESS STEEL

6

4 SINGLE SIDE MOUNTEDSPIDER CONNECTOR

A HEAVY-DUTY SINGLE ARM SIDE-MOUNTED SPIDER FITTING COMPLETE WITH 1 HEAVY DUTY ARTICULATINGGLASS BOLTDOUBLE FIXING BOLT PROVIDES SECURE FASTENING OF SPIDER ONTO STRUCTURE; GLASS BOLT OFFERSUNIQUE ALLEN KEY RECESS FOR QUICK ADJUSTABILITY; GLASS BOLT FEATURES 7.5 DEGREES OF ROTATIONTO CREATE FACETTED GLASS WALLS AND CANOPIES OUT OF FLAT GLASS1 ARM SPIDER FITTING APPROXIMATELY 119MM +/- 3MM FROM THE CENTERLINE OF SPIDER FIXING TO THEOUTSIDE FACE OF GLASS AB601T ARTICULATING BOLT60MM DIAMETER BUTTON FACE; M16 THREADMINIMUM 38.1 MM [1 1/2“] DIAMETER HOLE IN GLASS. PROVIDE PRODUCT DATA & SHOP DRAWINGS FORREVIEW & APPROVAL. STAINLESS STEEL.

4

5 ELLIPTICAL GLASS TOGLASS CONNECTOR ~2" W X 6" LONG 3

6 ELLIPTICAL GLASS TOALUMINUM CONNECTOR ~2" WIDE X 4" LONG 30

7 INTERMEDIATE BEAM RECTANGULAR TUBE 4" DEEP X 4" WIDE ALL WELDS TO BE GROUND SMOOTH. POWDER COAT COLOR BLACK. 1

8 TOP BEAM AT SIDES RECTANGULAR TUBE4" DEEP X 3" WIDE X 3'- 112" LONG ALL WELDS TO BE GROUND SMOOTH. POWDER COAT COLOR BLACK. 2

9 BLOCKING ALUMINUM PLATE 3/4" THICK X 5" DEEP POWDER COAT COLOR BLACK. 4

10 BASE BEAM AT SIDES RECTANGULAR TUBE 4" DEEP X 3" WIDE POWDER COAT COLOR BLACK. 2

11 BASE BEAM AT BACK RECTANGULAR TUBE 4" DEEP X 4" WIDE POWDER COAT COLOR BLACK. 1

12 POST RECTANGULAR TUBE 5"x5" PUNCH FOR ELECTRICAL RUNS TO CONNECT THROUGH TOP BEAM WITH WITH TOP ENDS CAPPED. POWDERCOAT COLOR BLACK. 2

13 POST RECTANGULAR TUBE 3"x4" WITH TOP ENDS CAPPED. POWDER COAT COLOR BLACK. 2

14 SLEEVE STAINLESS STEEL SLEAVE WITHEMBED PLATE REFER TO STRUCTURAL DETAILS

15 GROUNDING ROD 34" STEEL ROD. EXTEND MIN. 1'-0"

CONCRETE FOOTING 1

16 DECAL FROSTED DIE-CUT VINYL 2" DIAMETERDETAIL 9/L301; GRAPHIC DESIGN FILE PROVIDED BY CITY; APPLIED BY GLAZING VENDOR SANDWICHBETWEEN LAMINATED GLASS SHEETS. COORDINATE PRESET ANCHOR HOLES FOR PANELS THAT WILLRECEIVE SECONDARY MAP CASES. COORDINATE WITH GLAZING ITEM NO. 17.

18

17 GLAZING SAFETY GLASS 6'-4 12" x 3'-1" x MIN 9/16"

THICKLAMINATED TEMPERED; DESIGN FOR MINIMUM INDICATED LOADS. COORDINATE PRESET ANCHOR HOLESFOR PANELS THAT WILL RECEIVE SECONDARY MAP CASES. COORDINATE WITH GLAZING ITEM NO. 16. 6

18 CANOPY GLAZING FROSTED LAMINATED SAFETYGLASS

3'-1" X 5'-11 12" X MIN.9/16" THICK

DESIGN FOR MINIMUM INDICATED LOADS; PROVIDE CALCULATIONS; PROVIDE 75% INTEGRAL SCREEN;PATTERN & COLOR AS REVIEWED AND APPROVED BY ARCHITECT. 4

19 LIGHT

INSTALL WITH CUSTOM VISOR/SIGN PANEL ITEM NO. 20 AND ADJUSTABLE WALL BRACKET ITEM NO. 23.COLOR: SATIN BLACK. PROVIDE UNDERGROUND CONNECTION TO LOCAL ELECTRICAL GRID. PROVIDE PLANSCOMPLYING WITH ALL APPLICABLE CODES, PREPARED AND SEALED BY A STATE-LICENSED ELECTRICALENGINEER, AND AS DIRECTED BY THE CITY

1

20 VISOR/SIGN PANEL COLOR: SATIN BLACK. 1

21 LETTERING ENGRAVED STREET ADDRESS.COPY PROVIDED BY CITY. 4" HEIGHT

METAL ENGRAVED STREET LETTERING INTO CUSTOM VISOR/ SIGN PANEL BY LIGHTING MANUFACTURER.GEORGIA FONT; COLOR & COPY VARY PER SITE, PROVIDED BY CITY. PROVIDE HALF-SIZE PAPER MOCKUPFOR REVIEW & APPROVAL.

22 ANCHOR PLATE ALUMINUM ANCHOR PLATE FORLIGHT ATTACHMENT 5" x 14" x 6'-4" SHOP WELDED TO CENTER THREE JOISTS. PUNCH HOLES FOR ELECTRICAL RUNS AND LIGHT ANCHOR

POINTS. 1

23 ADJUSTABLE LIGHTBRACKET 4.9" LONG INSTALL WITH CUSTOM VISOR/SIGN PANEL ITEM NO. 20 AND LIGHT ITEM NO. 19. COLOR: SATIN BLACK. 4

24 BENCH RB-28BENCH. 8'-0" LONG WITHTWO INTERMEDIATE ARM RESTS. SEE DETAIL 2 SHEET L312 1

25 OPTIONAL MAP CASECOORDINATE W/ ITEM 17 TO PRESET ANCHOR HOLES; DELETE ITEM 16 ON GLAZING TO RECEIVE MAP CASES.WEATHER TIGHT, SUITABLE FOR POSTER DISPLAY IN EXTERIOR EXPOSURES; SAFETY GLASS; COORDINATEW/ LOCK MECHANISM. SEE L3.13. COORDINATE MAP DIMENSIONS WITH CITY AND WMATA REQUIREMENTS.

1

26 PUSH TO TALK BUTTON

PUSH BUTTON FOR REAL TIMEINFORMATION SIGNAGE WITHCUSTOM HOUSING TO MOUNTTO POST. COORDINATE WITHLUMINATOR REQUIREMENTS.

~3" W X 4" H.COORDINATE SIZEWITH LUMINATOR

INFORMATION BASED ON DRAFT OF LUMINATOR CONTROL DRAWING. COORDINATE WITH LUMINATOR ANDWMATA REQUIREMENTS. 1

27 INTERFACE CONTROLPANEL

INTERFACE CONTROL PANELFOR REAL TIME INFORMATION.COORDINATE WITH LUMINATORREQUIREMENTS.

~46.25" L x 9.25" H X 6.5"D. COORDINATE SIZEWITH LUMINATOR

INFORMATION BASED ON DRAFT OF LUMINATOR CONTROL DRAWING. COORDINATE WITH LUMINATOR ANDWMATA REQUIREMENTS. 1

*FOR ALL WMATA MAINTAINED SHELTERS SHALL BE PAINTED “METRO BROWN”, FEDERAL STANDARD 20040, 595C. COORDINATE SITE SPECIFIC LOCATIONS WITH WMATA.

2 GENERAL NOTES

1. PROVIDE ALL NECESSARY WORKMANSHIP AND HARDWARE.2. PROVIDE SHOP DRAWINGS, SAMPLES, SUBMITTALS, AND CALCULATIONS FOR ALL COMPONENTS

AND ASSEMBLIES.3. ALL POWDER COATING SHALL BE SATIN BLACK FINISH. FOR AL

4. FACTORY ASSEMBLE AND COMPONENTS FINISH PANELS. FIELD-WELDING ONLY PERSTRUCTURAL REQUIREMENTS.

5. PROVIDE NON-CORROSIVE HARDWARE AND FASTENERS FULLY COMPATIBLE WITH ADJACENTMATERIALS.

6. INSTALL SHELTER PLUMB AND, LEVEL. ALL JOINTS SHALL BE SQUARE, TRUE, AND TIGHT.

FG

1

4"3'

-8"

3 3/4"

2'-6"

3 1/4"

KEY LOCK

CONCEALED PIANOHINGE(BEYOND)

CONCEALED ANCHORLOCATION (BEYOND);COORDINATE WITHGLAZING PANELS TORECEIVE MAP CASES TOPRESET ANCHOR HOLES.MAP CASE

2

6

5

7

3'-2

"

11

14

NOTES:1. MOUNT MAP CASE INSIDE SHELTER.2. DELEGATED DESIGN, AS APPROVED BY CITY. PROVIDE LOW PROFILE, EXTERIOR GRADE, ALUMINUM MAP CASE;

POWDER COAT TO MATCH SHELTER; IMPACT RESISTANT GLASS; KEY-ACCESS. REFER TO PHOTOS A-C FOR DESIGNINTENT.

3. ELEVATION SHOWN ABOVE FOR CONFIGURATIONS B1 & B3. B2 AND B4 ARE MIRROR IMAGES OF THE ABOVE.

3 MAP CASE3/4" = 1'-0"

A. DESIGN INTENT

B. INSIDE VIEW C. OUTSIDE VIEW

CITYOFALE

XANDRIA

VIRG

INIA

COMPLETED BY OTHERS

COMPLETED BY OTHERS

DESIGN LOADS

SHEET INDEX

CITY OF ALE

XANDRIA

VIRG

INIA

A

B

1 2

A

B

21

A

B

1 2

A

B

21

CITY OF ALE

XANDRIA

VIRG

INIA

A

B

1 2

A

B

1 2

A

B

1 2

A

B

1 2

CITY OF ALE

XANDRIA

VIRG

INIA

1 2

A

B

1 2

A

B

1 2

A

B

1 2

A

B

CITY OF ALE

XANDRIA

VIRG

INIA

1 2

A

B

1 2

A

B

1 2

1 2

A

B

A

B

CITY OF ALE

XANDRIA

VIRG

INIA

CITY OF ALE

XANDRIA

VIRG

INIA

S.O.G. CONTROL JOINTS

CONTROL JOINT

EXPANSION JOINT

SECTIONSECTION

TYPICAL REAR ELEVATION

CITY OF ALE

XANDRIA

VIRG

INIA

bus shelters plans-10092015-revised · shelter plan 1 configuration b1 1/4" = 1'-0"...

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