Woodridge DC Library - ANC Public Space Presentation

WOODRIDGE NEIGHBORHOOD LIBRARY1801 Hamlin Street NE, Washington DC

ADVISORY NEIGHBORHOOD COMMISSION - APRIL 15, 2015

WOODRIDGE NEIGHBORHOOD LIBR ARYADVISORY NEIGHBORHOOD COMMISSION - APR 15, 2015

2

ENTRY


3

ENTRY - NIGHT


4

NORTH-WEST CORNER


5

NORTH-WEST CORNER - NIGHT


6

SOUTH FACADE


7

SOUTH-EAST CORNER


8

FROM PARK


9

EXST.BUILDING

PUBLIC ALLEY

1

8

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T

,

N

E

HAMLIN STREET, NE

RHOD

E ISLAN

D AVE

, NE

CONCRETE WALKWITH 3' x 3' STANDARD

DC SCORING

PROPERTY LINE

PROPERTY LINE

PROP

ERTY

LINE

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ORNAMENTALMETAL FENCE TOCONNECT TO EXST.METAL FENCE ASCONDITIONSALLOW

EXST. METAL FENCE TOREMAIN

FLOWERINGTREE, TYP.

(SEE SHEETL2.0.1)

EXIST. TREE TO REMAINAND PROTECTED IN PLACE

EXST. CONCRETE WALK

EXIST. LANDSCAPE STRIPTO BE REPLANTED (SEESHEET L2.0.1)

CONCRETEWALK WITH 3' x

6' SCORINGPATTERN, TYP.

EXIST. TRASH RECEPTACLE

EXIST. ACCESSIBLE RAMP, TYP.

LANDSCAPESTRIP(SEE

SHEETL2.0.1)

CONCRETE WALKWITH 3' x 3'

STANDARD DCSCORING

BIORETENTION, TYP.(SEE SHEET L2.0.1 AND L3.0.2)

SEAT WALL, TYP.

RETAINING WALL, TYP.

CONCRETEWALK WITH 3' x 3'

STANDARD DCSCORING

BIKE RACKS

SLIDING MAIN ENTRY DOOR(SEE ARCH.)

FIRST FLOOR WALL(SEE ARCH.)

FIRST FLOORGLAZING AND

DOORS, ABOVE(SEE ARCH.)

EXIST. TRAFFIC SIGNAL, TYP.( SEE CIVIL)

EXIST. ELECTRIC POLE, TYP.(SEE CIVIL)

WATER VAULT (SEE CIVIL)

BASEMENT WALLAND ENTRY DOORS(SEE ARCH.)

CONCRETE SCORING POINT OFBEGINNING. CONCRETE SCORING TOALIGN WITH EXISTING CONCRETESCORING

EXST. COBRA STREET LIGHT

CONCRETE SCORING TOEXTEND ACROSS ALLEY

TRENCH DRAIN

HANDRAIL(SEE ARCH.)

WOODRIDGELIBRARY

BENCH, TYP.

TRASHRECEPTACLE

MECHANICAL EQUIPMENT(SEE MEP)

MECHANICAL EQUIPMENT(SEE MEP)

DN

FLAGPOLE

ORNAMENTAL METALFENCE AND SINGLEGATE

LIBRARY SIGN TYPE E/A-1

EXST. TREE TOREMAIN AND

PROTECTED INPLACE

CONCRETE WHEELSTOP, TYP.

TERRACE WITHPAVING, ABOVE

(SEE ARCH.)

CONCRETE STAIR ANDMETAL HANDRAIL,TYP.

GREENSPACE (SEESHEET L2.0.1)

ORNAMENTALMETAL FENCE

LIBRARY SIGNTYPE E/B-2

WALL INFLOW SLOTAND CONCRETESCUPPER

ADA ACCESSIBLEAREA

RETAINING WALL,TYP. (SEE STRUCT.)


BASEMENT OUTLINE(SEE ARCH.)

BUFFER TREE(SEE SHEETL2.0.1)

STREET TREE, TYP.

NEWACCESSIBLE

RAMP


GREENSPACE(SEE SHEETL2.0.1)

LIGHT (SEE ARCH.)

BOOK DROP (SEE ARCH)

STAINED CONCRETE

DRAIN

DRAIN

DRAIN

TRANSITION CURB, TYP.

FLOWERING TREE,TYP. (SEE SHEETL2.0.1)

FIRST FLOOROUTLINE, ABOVE

(SEE ARCH.)

GRAVEL

6" CONCRETE CURB

TRASHRECEPTACLE, TYP.

GAS METER(SEE CIVIL)

EXIST. DRAIN TO BERESET (SEE CIVIL)

TRANSITIONCURB, TYP.

INFLOWPRETREATMENTSTONE, TYP.

6" CONCRETECURB

GRAVEL

FIRE DEPARTMENTCONNECTION (SEE ARCH.)

ORNAMENTALMETAL ACCESSGATE

NEW LIGHTINGFIXTURE ON

EXISTING POLE

1. THE CONTRACT INCLUDES ALL DEMOLITION REQUIRED TOCOMPLETE JOB, AND TO REMOVE AND TO DISPOSE OF ITEMSFROM SITE COMPLETELY IN ACCORDANCE WITH LOCAL LAWS.DO NOT BURN OR BURY ANY DEMOLITION ITEMS ON SITE.CONTRACTOR IS RESPONSIBLE FOR MAKING SITE VISIT TODETERMINE AND VERIFY ALL DEMOLITION REQUIREMENTSPRIOR TO BIDDING. CONTRACTOR SHALL RECYCLE ORDISPOSE OF WASTE PRODUCTS AND PLANT CONTAINERSOFF-SITE IN A RESPONSIBLE MANNER.

2. PERMITS AND FEES REQUIRED FOR ANY DEMOLITIONDISPOSAL WORK MUST BE OBTAINED BY THE CONTRACTOR ATCONTRACTOR'S EXPENSE.

3. THE CONTRACTOR SHALL TAKE PROPER PRECAUTIONS NOTTO DAMAGE EXISTING ADJACENT FACILITIES & STRUCTURESTHAT ARE TO REMAIN. THE CONTRACTOR SHALL RESTOREDISTURBED AREAS TO THEIR ORIGINAL CONDITION TO THESATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER.ADJACENT STREETS & SIDEWALKS SHALL BE MAINTAINED IN ACLEAN CONDITION, MUD & DUST-FREE.

4. BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTORSHALL CONTACT "MISS UTILITY" AT 1-800-257-7777 OR ONLINEAT www.missutility.net AT LEAST 5 WORKING DAYS PRIOR TOSTARTING WORK TO ARRANGE TO MARK THE HORIZONTALLOCATION OF UNDERGROUND FACILITIES.

5. EXISTING UTILITIES SHOWN ON DRAWINGS ARE BASED ONPUBLISHED DATA AND ARE FOR CONTRACTOR'S CONVENIENCEONLY. THE CONTRACTOR MUST LOCATE & VERIFY ALL SUCHINFORMATION, INCLUDING INFORMATION NOT SHOWN ONPLANS, BY CONTACTING THE INDIVIDUAL UTILITY COMPANY &INVESTIGATING THE SITE TO DETERMINE THE EXACT LOCATIONOF UTILITY LINES & STRUCTURES. THE CONTRACTOR SHALL BERESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, AND TOTHE SATISFACTION OF THE PROJECT OWNER & THE UTILITYOWNER, DAMAGE TO ANY UTILITY CAUSED BY HIS WORK. HESHALL IMMEDIATELY NOTIFY THE OWNER & THE UTILITY OWNEROF ANY DAMAGE TO ANY UTILITY BY HIS OPERATION.

6. CONTRACTOR SHALL VERIFY ALL CONDITIONS ANDDIMENSIONS AT THE JOB SITE PRIOR TO START OFCONSTRUCTION. IF DISCREPANCIES ARE FOUND, NOTIFY THELANDSCAPE ARCHITECT IMMEDIATELY FOR CLARIFICATION.

7. SEE DRY UTILITY DRAWINGS FOR WIRING AND ROUTING OFSTREET LIGHTS AND ASSOCIATED EQUIPMENT.

8. CONTRACTOR SHALL PROTECT FROM ALL DAMAGE EXISTINGTREES TO REMAIN.

9. COLORED CONCRETE COLOR TO BE CHOSEN FROM MFGFULL RANGE AND FINAL COORDINATION WITH DCPL.

10. SEE STRUCTURAL DRAWINGS FOR DETAILS OF REINFORCEDCONCRETE RETAINING WALLS ON THE EAST SIDE. THOSEWALLS TO HAVE A SMOOTH RUBBED FINISH.

11. PROPOSED COMPACTION AND SUBSURFACE CONDITIONSTO BE CONFIRMED BY GEOTECHNICAL ENGINEER. SHOULDUNSUITABLE SOIL CONDITIONS BE ENCOUNTERED CONTACTTHE LANDSCAPE ARCHITECTURE AND CIVIL ENGINEER FORDIRECTION.

GENERAL LANDSCAPE NOTES:

Owner Architect Contractor Surety

DWG. NO.

SHEET TITLE

JOB NO.

of

A

1 2 3 4 5

B

C

D

1 8 1 4 N S T R E E T N WW A S H I N G T O N

D I S T R I C T O F C O L U M B I A 2 0 0 3 6T E L E P H O N E : 2 0 2 . 3 4 9 . 0 7 4 2F A C S I M I L E : 3 0 1 . 9 4 8 . 2 0 6 4

w w w . W i e n c e k - A s s o c i a t e s . c o m

1801 Hamlin St. N.E.Washington, DC 20018

Woodridge NeighborhoodLibrary

2012-012.00

ISSUANCESDESCRIPTION DATENO.

WIENCEK + ASSOCIATES ARCHITECTS + PLANNERS

COPYRIGHT 2010

ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THECONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATION OF ALL DIMENSIONS.

ARCHITECT HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHERPROPERTY RIGHTS IN THESE PLANS.

THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANYFORM OR MANNER WHATSOEVER,WITHOUT FIRST OBTAINING THE EXPRESS WRITTENPERMISSION AND CONSENT OF WIENCEK + ASSOCIATES ARCHITECTS + PLANNERS, NORARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING SAIDWRITTEN PERMISSION AND CONSENT.

DCRA PERMIT SET 08/08/2014-09/09/2014FOUNDATION TO GRADE103/12/2015PUBLIC SPACE PERMIT2

03/12/2015

PUBLIC SPACEPERMIT SET

L1.0.1

Site Plan50

3/32" = 1'-0"

5 10 15 20

LANDSCAPE DRAWING INDEXL1.0.1L1.0.2

L2.0.1

L3.0.1L3.0.2

L5.0.1L5.0.2L5.0.3L5.0.4.

SITE PLANLAYOUT PLAN

PLANTING PLAN

SITE SECTIONS AND ELEVATIONSBIORETENTION SECTIONS AND ELEVATIONS

PLANTING DETAILSSITE DETAILSSITE FURNISHING DETAILSSITE SIGNAGE DETAILS

LANDSCAPE SITE PLAN


10

WOODRIDGELIBRARY

PUBLIC ALLEY

1

8

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HAMLIN STREET, NE

RHOD

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, NE

PROPERTY LINE

PROPERTY LINE

PROP

ERTY

LINE

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CONCRETE WALK WITH3' x 6' SCORINGPATTERN, TYP.

SLIDING MAIN ENTRY DOOR(SEE ARCH.)

FIRST FLOOR WALL(SEE ARCH.)

FIRST FLOOR GLAZINGAND DOORS, ABOVE

(SEE ARCH.)

BASEMENT WALL ANDDOORS (SEE ARCH.)

34'-2"

48'-4"

6

'

36'-7"

5'-8" 6'

5'

4

'

-

5

"

3

0

'

6

'

-

4

"

12'-7"

8'-9"

CONCRETE SCORING P.O.B.SCORING TO ALIGN WITHEXISTING CONCRETESCORING

12'-7"

TYP.

4

2

'

-

7

"

3

1

'

-

1

0

"

4

3

'

-

7

"

EXST.BUILDING

20'

163

21'-2"

28'-11"

1

'

-

4

"

2

9

'

-

7

"

3

2

'

7

3

'

-

1

0

"

1

6

'

-

9

"

1

0

'

-

4

"

T

Y

P

.

OF RETAINING WALLS TO ALIGNWITH OF BUILDING PRECASTJOINTS (SEE ARCH).

TERRACE(SEE ARCH.)

2

7

'

-

2

"

1

6

'

14'-1"8' LAYOUTP.O.B.

18'-5"

6

'

13'-1"

2'

1

'

-

1

0

"

TYP.

T

Y

P

.

1

3

'

14'-3"

BASEMENT OUTLINE,BELOW (SEE ARCH.)

22'

8'

1

3

'

-

3

"

CONCRETEWALK WITH 3'x 3' SCORING

PATTERN,TYP.

CONCRETE WALK WITH3' x 3' SCORINGPATTERN, TYP.

ALIGN FENCEWITH OFRETAININGWALL

ALIGN EDGE OF NEWCONCRETE WALK WITH EDGEOF EXIST. CONCRETE WALK

ALIGN WALK WITH ANGLE OF BUILDINGMAIN ENTRY GLASS WALL (SEE ARCH)

BIKE RACKS,TYP.

3'-1"

1'-8"

5

'

-

1

"

5

'

-

1

1

"

3

'

-

2

"

5

'

-

1

1

"

1'-5"

8'-5"

2

0

'

-

2

"

21'-9"

21'-2"

42'-10"

107

TYP.

RETAINING WALLANGLE TO ALIGN WITHANGLE OF BUILDINGMAIN ENTRY GLASSWALL, TYP. (SEEARCH)

9

'

-

1

1

"

5'-7"1

2

'

-

2

"

6

'

-

1

1

"

1

5

'

-

5

"

4

'

1

'

9'6"

5'-2"

5

'

-

5

"

6'-2"

6

'

5'-3"

5'-4"

3'-1"

9"

4'-3"

6'-10" 4'

6

'

6

'

1

6

'

TYP.

1

0

'

-

5

"

WALL CAPSTONELAYOUT

FIRST FLOOR, ABOVE(SEE ARCH.)

WALL CAPSTONELAYOUT

2

9

'

2

5

'

-

4

"

NEW FENCETO CONNECTTO EXISTINGFENCE

3

'

4'

T

Y

P

.

TYP.

1

9

'

-

7

"

3

0

'

30' 30'6'

2

3

'

3

'

2

7

'

-

1

0

"

2

1

'

-

7

"

1'-6" TYP.

3

'

T

Y

P

.

2

'

3

'

-

3

"

2'-10"

3'-2"

3'-1"

2'-2"3'-2"

TYP.TYP.

TYP.

2'-2"

2'-10"

1

'

-

5

"

73

3

'

T

Y

P

.

1'-2"

2

'

-

3

"

4

'

5

'

-

2

"

4'-2"

3'10" 4'4'

3'-4"

2'-10"

3

'

-

2

"

WALL CAPOUTLINE, TYP.

WALL CAPJOINT, TYP.


DWG. NO.

SHEET TITLE

JOB NO.

of

A

1 2 3 4 5

B

C

D






2012-012.00



COPYRIGHT 2010





03/12/2015


L1.0.2

Layout Plan

50

3/32" = 1'-0"

5 10 15 20

3' x 6'CONCRETESCORING

LEGEND:

COLORED ANDSCOREDCONCRETE

3' x 3' CONCRETESCORING

1SCALE: 3/32" = 1'-0"

SITE PLAN LAYOUT 3SCALE: 3/16" = 1'-0"

BIORETENTION WALLS CAP LAYOUT0

3/16" = 1'-0"

5 105

2SCALE: 3/16" = 1'-0"

RETAINING WALL CAP LAYOUT0

3/16" = 1'-0"

5 105

GRAVEL

GREENSPACE

LAYOUT PLAN


11

PROPERTY LINE

PROPERTY LINE

PROP

ERTY

LINE

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BIORETENTION,TYP.

LANDSCAPE STRIP

EXST.LANDSCAPESTRIP TO BEREPLANTED

WOODRIDGELIBRARY

1

8

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HAMLIN STREET, NE

RHOD

E ISLAN

D AVE

, NE

PUBLIC ALLEY

EXST. 4" CAL. TREETO REMAIN ANDPROTECTED IN

PLACE, TYP.

LAWN

EXST. 4" CAL. TREETO REMAIN ANDPROTECTED INPLACE

6'

PLANTINGS TO BELOCATED A MIN. OF6" AWAY FROM EDGEOF WATER VAULT

PLANTINGS TO BELOCATED A MIN. OF3' AWAY FROM FDC


DWG. NO.

SHEET TITLE

JOB NO.

of

A

1 2 3 4 5

B

C

D






2012-012.00



COPYRIGHT 2010





03/12/2015


L2.0.1

Planting Plan50

3/32" = 1'-0"

5 10 15 20

PLANTING NOTES:

1. CONTRACTOR SHALL PROTECT FROM ALLDAMAGE EXISTING TREES TO REMAIN.

2. ALL PLANTS PROVIDED BY CONTRACTORSHALL MEET OR SURPASS THE SPECIFICATIONSGIVEN IN THE PLANT TABLE AND IN THEPROJECT SPECIFICATIONS. PLANTS SHALL BEFULL AND HEAVY, AND IN HEALTHY CONDITIONAT THE TIME OF PLANTING. LANDSCAPEARCHITECT SHALL REJECT ANY PLANT NOTMEETING THESE GUIDELINES AND REQUIREREPLACEMENT.

3. ALL PLANTS THAT ARE UNABLE TO BEIMMEDIATELY PLANTED SHALL BE STORED IN APROTECTED AREA OUT OF DIRECT SUN ANDWIND. PLANTS SHALL BE EVENLY ANDCONSISTENTLY WATERED, AS NEEDED, TOPREVENT DRYING OF ROOTS. ROOT BALLS OFB&B STOCK SHALL BE COVERED WITH AT LEAST4 INCHES OF HARDWOOD MULCH TO MAINTAINMOISTURE IN ROOTS.

4. THE CONTRACTOR SHALL VERIFY ALL PLANTQUANTITIES SHOWN ON PLANS AND CLARIFYANY DISCREPANCIES WITH LANDSCAPEARCHITECT PRIOR TO PURCHASING PLANTS.

5. THE ITEMS LISTED IN THE BIORETENTIONPLANTING INFORMATION, ABOVE, IS FORINFORMATIONAL USE ONLY. REFER TO THEPLANTING SCHEDULE FOR ALL PLANT COUNTS.

PLANT SCHEDULE:

BIORETENION PLANTING INFORMATION:

PLANTING PLAN


12

1 SITE SECTION18TH STREET, NE1/8" = 1'-0"

43'-3"PLAZA BIORETENTION CONC.

WALK

5'-6"

HAMLINSTREET, NE

FLOWERINGTREE,

BEYOND

CENTERLINE OF RETAINING WALLS TO ALIGN WITHCENTERLINE OF BUILDING PRECAST JOINTS

FACE OF BUILDING

P

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123'-8"

FLAG POLE,BEYOND

SHRUBS ANDGROUNDCOVER, BEYOND

LAWN, BEYOND NOLA PAXA BENCH, TYP.

LANDSCAPESTRIP, BEYOND

FACE OFBUILDING

DC STANDARDBIKE RACK,

TYP.

STREET TREE,BEYOND

CONC. WALK LIBRARY SIGN

PARKING,BEYOND

FLOWERINGTREE, TYP.

RETAINING WALL, TYP.SHRUBS ANDGROUNDCOVER, TYP.

REFER TOSHEET L3.0.2FORBIORETENTIONDETAILS ANDSECTIONS

NOTE: SEE SHEET L4.0.1 GRADING PLAN FOR ACTUAL WALL ELEVATIONS AND GRADING INFORMATION.

18TH STREET, NE

WOODRIDGE LIBRARY,BEYOND

(SEE ARCH.)

STREETTREE, TYP.

FACE OF BUILDING, TYP.

SLIDING DOOR, MAIN ENTRYSHRUBS AND

GROUNDCOVER, TYP.

SHRUBS ANDGROUNDCOVER, BEYOND

2 NORTH ELEVATIONHAMLIN STREET, NE1/8" = 1'-0"

P

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EXIST.STREETTREE,

BEYOND

FLAG POLE

LANDSCAPESTRIP

P

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FLOWERINGTREE,BEYOND

FACE OFBUILDING,

TYP.

NOLA PAXA BENCH

TRASH RECEPTACLE

BIKE RACK, TYP.

FLOWERINGTREE,

BEYOND,TYP.

BOOK DROP(SEE ARCH.)

CONC. WALK

NOTE: SEE SHEET L4.0.1GRADING PLAN FOR ACTUALWALL ELEVATIONS ANDGRADING INFORMATION.

EXISTINGSTREET

TREE, TYP.


DWG. NO.

SHEET TITLE

JOB NO.

of

A

1 2 3 4 5

B

C

D






2012-012.00



COPYRIGHT 2010





03/12/2015


L3.0.1

Site Sections and Elevations

1

8

T

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E

E

T

N

E

HAMLIN STREET NE

8

1/8" = 1'-0"

46 2 0 8 16

WOODRIDGELIBRARY

0SCALE: 1/32" = 1'-0"

REFERENCE SITE PLAN

PUBLIC SPACE BUILDING ELEVATIONS


13

EXST.BUILDING

PUBLIC ALLEY

1

8

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HAMLIN STREET, NE

RHOD

E ISLAN

D AVE

, NE

PROPERTY LINE

PROPERTY LINEPROP

ERTY

LINE

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+ FFE 1ST FLOOR159.50

+ FFE BASEMENT149.33

+ FFE TERRACE159.50

+49.56 MG

2.3 %

3.6 %

4 %

2.8

%6.

1 %

1.4% 1.1%

WOODRIDGELIBRARY

1.2 %

4.0%

7 %

2 %2.5 %

2 %

+ FFE 1ST FLOOR159.50

1.9 %

1.6 %

4.4

%

4.8

%

1.1 %

5 %

2.8 %

2 %

53.6

8

%

3'-8"

8

.

7

%

8%11

%

15%

13%

48.15

+

+

+

4'33

.0%

8%12

%57.45BW

TW 58.6058.60TW


DWG. NO.

SHEET TITLE

JOB NO.

of

A

1 2 3 4 5

B

C

D






2012-012.00



COPYRIGHT 2010





03/12/2015


L4.0.1

Grading Plan50

3/32" = 1'-0"

5 10 15 20

BCBSBWFFEFGPCPTTCTFTRTSTW

LEGEND:BOTTOM OF CURBBOTTOM OF STEPSBOTTOM OF WALLFINISHED FLOOR ELEVATIONFINISHED GRADEPOINT OF CURVEPOINT OF TANGENTTOP OF CURBTOP OF FENCETOP OF RAILINGTOP OF STEPSTOP OF WALLSLAB DRAINRDRD

1. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FURTHER INFORMATION.2. REFER TO CIVIL FOR STORMWATER MANAGEMENT DRAWINGS.3. ALL SHOWN SPOT GRADES ARE -100 FOR CLARITY PURPOSES.

NOTES:

SITE GRADING PLAN


14

BACKER ROD

1 EXPANSION JOINTTYPICAL DETAIL3" = 1'-0"

38" 18" RADIUS

JOINT SEALANT

ADJACENTCONDITIONS MAYVARY: SEE PLANS

NOTE: EXPANSION JOINTS SHALL BE SPACED AMINIMUM OF 20' ON CENTER.

4000 PSI CONCRETEWITH BROOM FINISH

4

"

4

"

WELDED WIRE FABRICREINFORCEMENT

DRAINAGE GRAVEL(21A STONE)

COMPACTED SUBGRADE

TOOLED CONTROL JOINT@ 5' O.C. UNLESSOTHERWISE NOTED

1

"

2 CONCRETE SIDEWALKTYPICAL DETAILSCALE: 1 1/2" = 1' - 0"

NOTE: SEE PLAN FOR SCORING PATTERN

5 CONCRETE BIORETENTION SEAT WALLTYPICAL DETAILSCALE: 1" = 1'-0"

1

'

+/- 1'-6"

V

A

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S

:

S

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E

P

L

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N

S

;

2

0

"

S

H

O

W

N

1'-4"

PRECAST WALL CAP

BIORETENTIONPLANTINGS (SEE PLANS)

CONC. FOOTING W/REINFORCING - #4 16" O.C.HORIZONTALLY ANDVERTICALLY

REINFORCED CONCRETEWALL - #4 12" O.C.HORIZONTALLY ANDVERTICALLY

DRAINAGE GRAVEL

6

"

2

'

M

I

N

.

DRAINAGE GRAVEL

4"

1/2"DIA. x 3" S.S. PIN

CONTINUOUS KEY INFOOTING

EXPANSION JOINT

TW

FG

6 CONCRETE BIORETENTION RETAINING WALLTYPICAL DETAILSCALE: 1" = 1'-0"

2

'

-

6

"

M

I

N

.

BIORETENTIONPLANTINGS (SEE PLANS)

CONC. FOOTING W/REINFORCING - #4 16" O.C.HORIZONTALLY ANDVERTICALLY

REINFORCED CONCRETEWALL - #4 12" O.C.HORIZONTALLY ANDVERTICALLY

DRAINAGE GRAVEL

6

"

DRAINAGE GRAVEL

4"

CONTINUOUS KEY INFOOTING

TW

FG

1'-4"

1

'

3'

2" PRECAST WALLCAP SLOPED TODRAIN

COMPACTEDSUBGRADE

PLANTING SOIL BED

1/2"DIA. x 3" S.S. PIN

3'NOTE: EXPOSED CONCRETE TO HAVE A SMOOTH RUBBED FINISH. CONTRACTORTO FILL ALL BUG HOLES PRIOR TO RUBBING.

NOTE: EXPOSED CONCRETE TO HAVE A SMOOTH RUBBED FINISH. CONTRACTORTO FILL ALL BUG HOLES PRIOR TO RUBBING.

RUBBEDFINISH

CONCRETE

1"

RUBBED FINISHCONCRETE

PLANTING SOIL BED

WIDTH TO ALIGNWITH ARCH.

PRECAST PANELS

+/- 1'-6"WIDTH TO ALIGN

WITH ARCH.PRECAST PANELS

8 TRENCH DRAIN AT PARKINGTYPICAL DETAIL1 1/2" = 1'-0"

NOTES:1. SEE CIVIL DWGS. FOR TRENCH DRAIN INFORMATION. TRENCH GRATE BASIS OF DESIGN PRODUCT: OPCB 5" BY URBANACCESSORIES (www.urbanaccessories.com).2. DRAIN TO BE INSTALLED PER MFR'S REQ'S. SEE CIVIL FOR CONNECTIONS.3. SEE PLANS FOR ADJACENT PAVING MATERIALS.

ADJACENTCONCRETE

EXPANSION JOINT(TYP)

TRENCH DRAIN

SEE CIVIL FOROUTFALL AND PIPECONNECTION

DRAIN COVER PRODUCT IMAGEBASIS OF DESIGN PRODUCT: "OPCB" 5"

TRENCH GRATE BY URBAN ACCESSORIES(www.urbanaccessories.com).

NOTE: PATTERN MEETS ADA STANDARDS.FINISH TBD

VARIES

5

"

ADJ. PARKING

5'-1058"

6'

1' 1'-6" 1' 1'-6" 1'

5

"

PIN HOLES FOR #5 REBARS, TYP.

FRONT VIEWEND VIEW

(2) #3 REBARS

438"

5

"

3

"

3"

9"

9 CONCRETE WHEEL STOP TYPICAL DETAILSCALE: 1" = 1'-0"

12"(TYP) 1"

R1/2"

7

"

SLOPE TREADS TO DRAIN

10 CONCRETE STAIRTYPICAL DETAILSCALE: 3/4" = 1'-0"

ADJACENT PAVINGEXPANSION JOINT

12"6"6"

3

'

FIN. GRADE

FIN.GRADE

6" DRAINAGE GRAVEL

COMPACTED SUBGRADE6" DRAINAGE GRAVEL

9"M

IN.

3

'

#4 NOSING BAR (TYP)

EXPANSION JOINT

NOTES:1. HANDRAIL NOT SHOWN. SEE DETAIL.2. ALL CONCRETE TO HAVE BROOM FINISH.3. CONCRETE REINFORCING TO BE CONFIRMED DURING

SHOP DRAWING PROCESS.

2'

12"6"6"

ADJACENT GRADE

#4 REBAR @ 12" O.C.#4 REBAR @ 12" O.C.

11 STAIR HANDRAILTYPICAL DETAILSCALE: 1/2" = 1'-0"

1-14" ALUMINUMSTANCHIONS

1-14" DIA. ALUMINUMHANDRAIL

1'-6"

1

'

-

3

"

2

'

-

1

0

"

1' 1'

ALUMINUM FLANGE COVER

1

'

-

7

"

HANDRAILEPOXY SET INCORE DRILLEDHOLE

NOTE: ALL COMPONENTS TO BE ALUMINUMWITH POWDER-COATED FINISH. COLOR TO BEDETERMINED FROM MANUFACTURERS FULLRANGE.

STAIRS: SEE DETAIL

2

'

-

1

0

"

FINISHEDGRADE

FINISHEDGRADE

+/- 1'-6"

1"

3"

TW WALL INFLOW SLOTWITH PRECASTCONCRETE SCUPPER,SLOPED TO DRAIN

1/2" DRIP EDGEGROOVE

CONCRETE RETAINING WALL

FG

PIN AND MORTAR AS REQ'D.MIN 2 PINS PER CAPSTONE

V

A

R

I

E

S

:

S

E

E

P

L

A

N

S

FG

1

'

PLANTINGSOIL

INFLOW PRETREATMENT.STONE SIZE TBD

DRAINAGEGRAVEL

2

"

V

A

R

I

E

S

:

S

E

E

P

L

A

N

S

2'

2

"

1'-10"

TW

WALL INFLOW SLOTWITH PRECAST

CONCRETE SCUPPER,SLOPED TO DRAIN

PIN ANDMORTAR ASREQ'D. MIN 2PINS PERCAPSTONECONCRETE

RETAINING WALL

3 WALL INFLOW SLOT WITH CONCRETE SCUPPER TYPICAL SECTIONSCALE: 1-1/2" = 1'-0"

4 WALL INFLOW SLOT WITH CONCRETE SCUPPER TYPICAL SECTIONSCALE: 1-1/2" = 1'-0"

NOTE: EXPOSED CONCRETE TO HAVE A SMOOTH RUBBED FINISH.CONTRACTOR TO FILL ALL BUG HOLES PRIOR TO RUBBING.

NOTE: PINS TO BE EPOXY SET INTO CONCRETE WALL PERINSTALLER'S REQ'S.

WIDTH TO ALIGNWITH ARCH.

PRECAST PANELS

4

"

4

"

STANDARD DCCONCRETE WITHSTANDARD DCCOLOR

DRAINAGE GRAVEL(21A STONE)

COMPACTEDSUBGRADE

EXPANSIONJOINT

7 STAINED CONCRETE SIDEWALKTYPICAL DETAILSCALE: 1 1/2" = 1' - 0"

STAINEDCONCRETE

NOTE: STAINED CONCRETE COLOR TO BE PER ARCH. DIRECTION.

SECTION

PLAN

STAINEDCONCRETE

EXPANSION JOINT,TYP.

STANDARD DCCONCRETE WITH

STANDARD DCCOLOR

CONCRETESCORELINE, TYP.

4'-0"2'-0"

3

'

-

0

"


DWG. NO.

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03/12/2015


L5.0.2

Site Details

SITE DETAILS


15

NOTES:1. ALL FENCE COMPONENTS & FASTENERS SHALL HAVE A BLACK POWDER COAT FINISH.2. BASIS OF DESIGN PRODUCT: MONTAGE II GENESIS 3 RAIL BY AMERISTAR(www.ameristarfence.com) OR APPROVED EQUAL.

1 ORNAMENTAL METAL FENCETYPICAL DETAILSCALE: 1/2" = 1'-0"

TW / FG

1 3/4" RAIL (TYP)

POST SIZE PERMFR'S REQ.

1" SQUARE x 14GA. PICKET

BRACKET PERMFR'S REQ.

SEE MOUNTINGDETAILS FORPOST FOOTINGS

8

"

8' (TYP)

P

E

R

M

F

R

V

A

R

I

E

S

(

S

E

E

P

L

A

N

S

)

334" (TYP)

2"

1 3/4" RAIL (TYP)


GATE UPRIGHT:2" x 11 GA.WELD-ON BOXHINGE1" SQUARE x14 GA. PICKET

SEE MOUNTING DETAILFOR POST FOOTINGS

2" (HINGECLEARANCE)

NOTES:1. ALL FENCE COMPONENTS & FASTENERS SHALL HAVE A BLACK POWDER COAT FINISH.2. BASIS OF DESIGN PRODUCT: MONTAGE II GENESIS 3 RAIL BY AMERISTAR (www.ameristarfence.com) OR APPROVED EQUAL.3. REFER TO ARCH A7.02 FOR ADDITIONAL GATE AND HARDWARE INFORMATION. ALL FINAL LOCKING, KEYING AND HARDWARE TO BE COORDINATED WITH DCPL.

2 ORNAMENTAL SINGLE GATETYPICAL DETAILSCALE: 1/2" = 1'-0"

TC / TW

3 ORNAMENTAL FENCE POSTTYPICAL MOUNTING DETAILSCALE: 1/2" = 1'-0"

FENCE POST

CONCRETE WALLOR CURB

3" (LATCHCLEARANCE)

4' GATE

3"

2"

334" (TYP)

2"

8

"

P

E

R

M

F

R

8

'

(

T

Y

P

)

FG

1

'

-

5

3 4

"

1

'

-

5

3 4

" GATE HARDWARE INFORMATION:

HARDWARE NOTES:1. OUTSIDE OF GATE A KEY IS REQUIRED EVERY TIME TO GAIN ENTRY.FREE EGRESS AT ALL TIMES INSIDE OF GATE.2. LOCK FINISH IS STAINLESS STEEL.3. GATE SUPPLIER TO PROVIDE A CUSTOM-MADE BOX TO HOLD THEMORTISE LOCK AND TRIM AND MAKE ANY REQUIRED ACCOMODATIONSFOR THE 4-7/8" LOCK STRIKE. THE LOCK HAS A 3/4" THROW LATCHBOLTBUT DOES NOT HAVE A DEADBOLT.

FG

4 ORNAMENTAL FENCE POSTTYPICAL DETAIL AT GRADESCALE: 1/2" = 1'-0"

12"

3

'

M

I

N

.

1

2

"

M

I

N

.

CL

FENCE POST

REINFORCEDCONCRETE FOOTING(SEE STRUCT.)

MOUNTING PLATE PERMFR'S REQ'S (SEE NOTE)

NOTES:1. POST SHALL BE BOLTED TO CURB ORWALL AS REQUIRED BY MANUFACTURER.ALL HARDWARE TO BE GALVANIZED FORWEATHER PROTECTION.

5 PAXA BENCH BY NOLASCALE: 1" = 1' - 0"

5'-11"

1'-6"

1'-6"4'-10"

CONCRETE END FRAMES

OILED WOODED SEAT

NOTES:

1. BASIS OF DESIGN PRODUCT: "PAXA BENCH" BY NOLA (http://nola.se/en/products/paxa-bench/)2. PRODUCT TO BE INSTALLED PER MFR'S REQUIREMENTS.

6 BIKE RACK - BOLTED TO CONCRETETYPICAL DETAILSCALE: 3/4" = 1' - 0"

3

'

2" SCH. 40 PIPER6"

2'-6"

COMPACTEDSUBGRADE

REINFORCEDCONCRETEPAVING

BOLT RACK TOCONCRETEPER MFR (TYP)

NOTE:DIMENSIONS MAY VARY SLIGHTLY PER MODELOR MANUFACTURER.

T

.

B

.

D

.

B

Y

M

F

R

T

.

B

.

D

.

B

Y

M

F

R

.

FLAGPOLE

T.B.D. BY

MFR.

STANDARD METAL BASE ORFLASH COLLARFOUR HARDWOOD WEDGES

FINISH GRADE

FILL SPACE WITH DRY PACKED SAND

16 GAUGE GALV. CORRUGATEDSTEEL SLEEVE

CENTERING WEDGES

WELDED STEEL PLATE

PLATE SUPPORT WELDED TO SPIKESTEEL LIGHTINGGROUND SPIKE

WATERPROOFCOMPOUNDCONCRETE

FOOTING

7 FLAGPOLE FOOTINGTYPICAL DETAILSCALE: 3/4" = 1' - 0"

FINISH:BLACK POWDER COAT

LIDSSTANDARD TAPERED FORMED LID.

NOTES:1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS.2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD FILM COATING. COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS).3. OIL IMPREGNATED BRONZE BUSHINGS AND STAINLESS STEEL PIVOT PINS FOR DOOR MOVEMENT, STANDARD 3/16" SOLID STEEL LATCH ASSEMBLY OR OPTIONAL PATENTED STAINLESS STEEL KEYED LOCK ASSEMBLY.4. THIS PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS.5. PLASTIC INNER LINERS ARE MOLDED ON TOOLING DESIGNED FOR AND OWNED BY VICTOR STANLEY, INC. THEY OFFER MAXIMUM CAPACITY AND STRENGTH WITH LIGHTWEIGHT CONSTRUCTION USING CRITICAL MOLDED RIBS, INTEGRAL HANDHOLDS, AND HIGH-STRENGTH MATERIALS. THIS MINIMIZES HANDLING DIFFICULTY AND FACILITATES EASY EMPTYING AND STORAGE WHILE AFFORDING LONG SERVICE LIFE.6. ANCHOR BOLTS NOT PROVIDED BY MANUFACTURER, CONTRACTOR MUST SUPPLY.7. QUANTITY PER PLANS.

1/4" x 2-1/2"HORIZONTALSTEEL BANDS

5/8" SOLIDSTEEL TOPRING

(42) 3/8" x 1"VERTICAL SOLID

STEEL BARS

3/4" SQUAREANCHOR BOLT HOLE

36-GALLON CAPACITY HIGHDENSITY PLASTIC LINER(WEIGHT NOT TO EXCEED 6 LBS)SITS ON 1/4" x 2" SUPPORT BARS

TRASH BIN DETAIL8N.T.S.

(5) LEVELING FEET WITH3/8" DIAMETER THREADEDSTEEL SHAFT

28" DIA.

4

2

"

19"

SECURITYSTANDARD LOCKABLE LATCH.LID RIVETED IN PLACE.

NOTES:1. ALL FENCE COMPONENTS & FASTENERS SHALL HAVE A BLACK POWDER COAT FINISH.2. BASIS OF DESIGN PRODUCT: MONTAGE II GENESIS 3 RAIL BY AMERISTAR (www.ameristarfence.com) OR APPROVED EQUAL.3. DIMENSIONS OF GAP ADJACENT TO BUILDING WALL TO BE VERIFIED IN FIELD PRIOR TO MANUFACTURE OF WELDED FILLER PANEL.4. FILLER PANEL PICKETS AND RAILS TO BE SHOP CUT AND WELDED TO THE FLAT STOCK. FLAT STOCK TO BE PRE-DRILLED FORANCHORING TO BUILDING WALL. ARCH. & MFR. SHALL COORDINATE ANCHORS.5. INSTALLER TO MOUNT BRACKETS TO END POST TO CONNECT FILLER PANEL RAILS.6. REFER TO DETAIL 2 ON SHEET L5.0.3 AND SHEET A7.0.2 FOR ADDITIONAL GATE HARDWARE INFORMATION. ALL FINAL LOCKING,KEYING AND HARDWARE TO BE COORDINATED WITH DCPL.

10 ORNAMENTAL METAL GATEDETAIL AT BUILDING WALLSCALE: 1/2" = 1'-0"

FG

V.I.F.

4" W x 8' L x 1/4" THICK FLATSTOCK WITH PRE-DRILLED

HOLES FOR ANCHORS:ATTACH TO BUILDING PER

ARCH. & MFR'S REQ'S.

SLOPING BUILDING WALL(SEE ARCH.)

RAILS TO BE WELDED TOFLAT STOCK (TYP)

PICKETS TO BE WELDED TOFLAT STOCK WHERE

NECESSARY (TYP)

FILLER PANEL

V.I.F.

SLOTTED RAIL MOUNTINGBRACKETS TO ALLOW FOR

MOVEMENT: PER MFR (TYP)

NOTES:1. ALL FENCE COMPONENTS & FASTENERS SHALL HAVE A BLACK POWDER COAT FINISH.2. BASIS OF DESIGN PRODUCT: MONTAGE II GENESIS 3 RAIL BY AMERISTAR (www.ameristarfence.com) ORAPPROVED EQUAL.3. DIMENSIONS OF GAP ADJACENT TO BUILDING WALL TO BE VERIFIED IN FIELD PRIOR TO MANUFACTUREOF WELDED FILLER PANEL.4. FILLER PANEL PICKETS AND RAILS TO BE SHOP CUT AND WELDED TO THE FLAT STOCK. FLAT STOCKTO BE PRE-DRILLED FOR ANCHORING TO BUILDING WALL. ARCH. & MFR. SHALL COORDINATE ANCHORS.5. INSTALLER TO MOUNT BRACKETS TO END POST TO CONNECT FILLER PANEL RAILS.

9 ORNAMENTAL METAL FENCEDETAIL AT BUILDING WALLSCALE: 1/2" = 1'-0"

FG

V.I.F.

4" W x 8' L x 1/4" THICK FLATSTOCK WITH PRE-DRILLED

HOLES FOR ANCHORS:ATTACH TO BUILDING PER

ARCH. & MFR'S REQ'S.

SLOPING BUILDING WALL(SEE ARCH.)

RAILS TO BE WELDED TOFLAT STOCK (TYP)

PICKETS TO BE WELDED TOFLAT STOCK WHERE

NECESSARY (TYP)

FILLER PANEL

V.I.F.

SLOTTED RAIL MOUNTINGBRACKETS TO ALLOW FOR

MOVEMENT: PER MFR (TYP)

1 3/4" RAIL (TYP)


GATE UPRIGHT:2" x 11 GA.WELD-ON BOXHINGE1" SQUARE x14 GA. PICKET

SEE MOUNTING DETAILFOR POST FOOTINGS

2" (HINGECLEARANCE)

3" (LATCHCLEARANCE)

4' GATE

3"

2"

334" (TYP)

2"


DWG. NO.

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JOB NO.

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03/12/2015


L5.0.3

Site Furnishing Details

SITE FURNISHINGS


16


DWG. NO.

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03/12/2015


L5.0.4

Site Signage Details

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

SIGN TYPE E/A-1 AT MAIN PLAZA ENTRY 2SCALE: 3/4" = 1'-0"

SIGN TYPE E/B-2 AT PARKING LOT ENTRANCE

NOTE:SIGN DETAIL FROM DC PUBLIC LIBRARY SIGN STANDARD MANUAL, DATED JUNE 19, 2009.

NOTE:SIGN DETAIL FROM DC PUBLIC LIBRARY SIGN STANDARD MANUAL, DATED JUNE 19, 2009.

SITE SIGNAGE DETAILS


17

STREET LIGHT NOTES:

STREET LIGHT POLICY:

LEGEND:

PROPOSED LIGHTING SCHEDULE:

48 HOURS IN ADVANCE BEFORE COMMENCING THE WORK.

NOTIFY "MISS UTILITY" AT 1-800-257-7777







08/08/2014

ISSUED FORCONSTRUCTION

IFC SET 08/08/2014-

R:\2012-012.00_Woodridge Library\Dwgs\CAD Dwgs\2014-09-08_Foundation to Grade Titleblock\WL_local_JS_2014-09-08-BTA_full_blackBackground-7054364.jpg

R:\2012-012.00_Woodridge Library\Dwgs\CAD Dwgs\2014-09-08_Foundation to Grade Titleblock\WL_local_JS_2014-09-08-W+A_Logo_BW-7054299.jpg

Y



COPYRIGHT 2010

DWG. NO.

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JOB NO.

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ISSUANCESNO. DESCRIPTION DATE



Grid Setout Plan

C1.07

Street Lighting Plan

12 PUBLIC SPACE PERMIT

FOUNDATION TO GRADEDCRA PERMIT SET

09/09/201403/12/2014

PUBLIC SPACE PERMIT SET 03/12/2015

STREET LIGHTING

Documents

Woodridge DC Library - ANC Public Space Presentation