Chelle's Portfolio by Xiaoqian He

PORTFOLIO

2018-2021

Xiaoqian He

Associate Project Manager Master of Landscaspe Architecture

Resume

Contents

INFO

PROFILE

WORKING EXPERIENCE

Name: Xiaoqian He

During my 4 years of practive in landscape architecture, I’ve cultivated an interest for the built environment and all the little details that go into the design of such places that people can truly enjoy. I’ve had wonderful opportunities to work on everything from small outdoor courtyard spaces to several acres large scale spaces, both residential garden as well as public spaces. I have learned that every detail on paper matters and every decision on site is critical. Taking a project from a vision of sketch to getting built per plans is a process that I love and do not take for granted.

2018.01- Present

Associate Project Manager

ISLA Merit Award

Hoerr Schaudt Landscape Architect Chicago, Illinois, U.S.

Language: Chinese, English

CONTACT Cell: +86 18119373010

1-217-979-8519

Email: hexqhappy@163.com

SKILLS Sketching

EDUCATION 2015.08-2017.06

Master of Landscape Architecture

Adobe Photoshop Adobe Illustrator

•

GPA: 3.74 I Ranking: Top 5

•

Member of Alpha Gamma Association (College Honor Society)

Adobe Indesign Lumion LandFX Planting

Info

2010.08-2014.06

Bachelor of Landscape Architecture Nanjing Forestry University, Nanjing, China •

GPA: 3.4 I Ranking: Top 15%

•

College Scholership

Mainly supported on all phases of design work, hand sketch & digital renderings

•

Provided 3D modeling for comprehensive public & residential projects

•

Construction details drawing and all phases of design sets

•

Prepared client presentation materials

•

Planting design draft

•

Coordinated with muti-disciplines (Archirects, Civil, Subcontractor, Manufacturer)

•

New hire training

•

Office standard

•

Draftman supported on all design needs for all phases of residential design projects

2016.07 - 2016.09

Intern

Outstanding Award

Ecogreen Design Studio Shanghai, China

Mandao River West Bank Young Designers’ Creative Competition

Ecological Award

St. Petersburge Design Week 2019

Brookfield Zoo Science and Nature Park Public Park Design

World Peace Plaza Campus & Religious Plaza Design

Berghorst Residents Residential Design

Amazon HQ Plaza Commercial Plaza Design

National Landing Master Planing

Other Projects Involved Modeling & Rendeing Skills

Art Work

Entry Level Landscape Designer Scott & Bryan Landscape Design Co. Chicago, Illinois, U.S.

University of Illinois at Urbana - Champaign, Illinois, US

Auto CAD

Modeling

2017.07 - 2018.01

•

Introduction

•

Concept Design

•

Draftman supporting all design needs

•

Mainlly supported large scale competations.

Content

Chicago, IL

Brookfield Zoo Project Type: Public Plaza Design Time: Fall 2018 - 2020

Area: 79,600SF (7,400 M2)

TROPIC WORLD

Existing Conditions

Scale 1" = 20'-0”

.W. L.O

CONSERVATION LEADERSHIP CENTER

THE SWAMP

PAVILION

SCOOPS

8 5 11

EXISTING ROAD CO LE NS A ER CE DE VA NT RS TIO ER HIP N

L.O .W .

The current site is called bamboo island. It has a large rockery mountain in the middle, which doesn’t look good and also blocks view sight. Rare people would like to visit this area. The proposed design creates a nature plaza with learning center, also provides nice outdoor dining space for people holding different events.

40'

EXISTING ROAD

SHIP

R TROPIC WORLD ADE E L N ATIO TER V R SE CEN CON

20'

THE S WAMP

10'

SCOOPS RICE CENTER RICE CENTER

GIFT SHOP

LEGEND 1

SCIENCE EXPLORATION GARDEN

SENSORY GARDEN

OUTDOOR CLASSROOM

LEARNING PAVILION PLAZA

LAWN

TEMPORARY PRAIRIE

EVERGREEN BACKDROP

PRAIRIE WALK

COUNCIL RING

OUTDOOR GATHERING / NATURE PLAY

LANDSCAPE BERMS

SCOOPS OUTDOOR DINING

SCOOPS OUTDOOR KITCHEN

SCOOPS COURTYARD

RENOVATED SCOOPS KITCHEN

SOUTH PROMENADE

RAIN GARDEN

EXISTING VIEW OF SITE 6

Brookfield Zoo Public Plaza Design

Learning Pavilion Enlargement

COUNCIL RING - PLAN

1/2" = 1'-0"

SIZE VARIES SEE PLAN BOULDER SEAT

PRE-CAST CONCRETE SEATWALL, TYP. SEATING FOR 10 PEOPLE LAWN FOR 45P

LEARNING PAVILION PLAZA

PAVILION BENCH - PLAN

1'-6"

1'-0"

BOULDER SEAT DETAIL TYP.

DESCRIPTION

10-19-18 09-28-18 09-14-18 08-01-18 06-19-18 DATE

HOLD GRADE BELOW 12" 1'-6" STACKED LANNON STONE SEAT WALL

1% SLOPE

NO.

ISSUE FOR BID ISSUE FOR PERMIT ISSUE FOR VE COORDINATION DESIGN DEVELOPMENT SCHEMATIC DESIGN

3/4" = 1'-0"

EVERGREEN PLANTING

GRAVEL STRIP

17"-18" VARIES, SEE GRADING PLAN

SERVICE ACCESS

2 1

CONCRETE PAVING

HOLD TOP OF WALL FLAT ACROSS @ 622.65

LANNON STONE SEAT WALL MORTAR FILL TOP LAYER OF STONES, MORTAR COLOR TO MATCH STONE

ISSUE FOR BID 2018.10.19

DECOMPOSED AGGREGATE STRIP

1'-6"

5 4 3

18'-1134"

1'-1"

CONCRETE CURB

614"

CONCRETE CURB

1'-6"

PRAIRIE LANDSCAPE BERMS, TYP.

ADJACENT AGGREGATE PAVING

3" RADIUS ROUNDED TRANSITION

R43'-741"

19'-7 " 1 2

BH PROJECT NUMBER

4" PERFORATED PIPE

Hamill Family Foundation Nature & Science Plaza

CONCRETE CURB

PAVILION BENCH - ELEVATION

Brookfield Zoo, Illinois

GRADE CHANGE AT BOTTOM OF WALL SEE CIVIL GRADING PLAN

SITE DETAILS - WALLS

3/4" = 1'-0"

1803.00

ADJACENT CONCRETE PAVING

1'-0"

LEGEND

LANNON STONE SEAT WALL MORTAR FILL TOP LAYER OF STONES, MORTAR COLOR TO MATCH STONE

STONE SEAT WALL DETAIL TYP.

L-7.01

3/4" = 1'-0"

4 3 1

MOUNDED PRAIRIE

SECTION C-C’ Scale 1" = 20'-0”

Brookfield Zoo Public Plaza Design

10'

20'

40'

MOUNDED PRAIRIE

LEARNING PAVILION PLAZA — 86’-6” Scale 1" = 20'-0”

16'

32'

Brookfield Zoo Public Plaza Design

Prairie Walk Enlargement LEGEND

INTERACTIVE PLAY PERCUSSION

CART PAD, TYP.

COUNCIL RING

BIRD’S NEST

6 7

8 9

(4) BUTTERFLY FEEDERS (3) LOG SEATING, TYP.

INTERACTIVE PLAY SLIDE AND LOG STEPPERS

Photo View to Sound Installation

CHIMES

MOWN PATHWAY

LEARNING PAVILION PLAZA Scale 1" = 20'-0”

Brookfield Zoo Public Plaza Design

10'

20'

40'

SECTION E-E’

DRAINAGE SWALE

PRAIRIE WALK AND LANDSCAPE — 85’-0”

Photo View to Council Ring Scale 1" = 20'-0”

16'

32'

Brookfield Zoo Public Plaza Design

4" '-1

3" 4'-0"

E L-7.04

VARIES

7'-

SPECIFICATIONS

3/4" = 1'-0"

ADJACENT CONCRETE D PAVING

6" 8" MIN M IN

2'-534" 0"

2'-534"

4'-0"

BH PROJECT NUMBER B1

1803.00

3/4" = 1'-0"

6'-6" MIN. UNOBSTRUCTED USE ZONE

4" PERFORATED PIPE S3

4'-0"

LOG BENCH: STRIP BARK AND TREAT PER SPECIFICATIONS

Hamill LOG BENCH - SECTION 2 3/4" = 1'-0"

COMPACTED SUBBASE

18'-1134"

HOLD TOP OF WALL FLAT ACROSS @ 622.65

850 West Jackson Blvd BH PROJECT NUMBER Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101

S3 Family Foundation Nature &

CONCRETE PAD W/(4) #6 VERT. REINFORCEMENT & #4 TIES @ 12" O.C. REFER TO STRUCT.

1803.00

Hamill Family Foundation Nature & Science Plaza SITE DETAILS - PLAY STRUCTURE

L-7.03

1/2" = 1'-0"

GRADE

ISSUE FOR BID 2018.10.19

PAVILION BENCH - PLAN

ISSUE FOR BID 2018.10.19

PLANTING SOIL

PLAYSTRUCTURE - SECTION

ADJACENT MATERIAL VARIES, SEE PLAN

8" RADING PLAN

1'-6" 1'-1" 1'-0"

LOG BENCH - SECTION 1 12 Brookfield Zoo Public Plaza Design

L-7.04

DECOMPOSED AGGREGATE STRIP

6'-6" MIN. UNOBSTRUCTED USE ZONE

GRAVEL STRIP

8" TRENCH WAY W/#4 REINFORCEMENT EACH WAY @12" O.C., REFER TO STRUCT.

6'-6" MIN. UNOBSTRUCTED USE ZONE

LANNON STONE SEAT WALL MORTAR FILL TOP LAYER OF STONES, MORTAR COLOR TO MATCH STONE

5 4 3 2 1 NO.

SIZE VARIES SEE PLAN

PLAY STRUCTURE: DESIGN BY COLUMBIA CASCADES, NO OPENINGS LARGER THAN 4"

DATE

CONCRETE CURB

STACKED LANNON

DATE

Brookfield Zoo, Illinois

3" RADIUS ROUNDED TRANSITION

CONCRETE FOOTING STONE SEAT WALL WITH REINFORCEMENT, REFER TO STRUCTURAL

DESCRIPTION

VARIES - 7'-0" TO 8'-0"

1'-6"

1% SLOPE

6'-6" MIN. UNOBSTRUCTED USE ZONE

Photo View to Limestone Seatwall

08-01-18 06-19-18

PLAY SURFACE MULCH

IN.

Metal Bird Nest Section 2 1

DESCRIPTION

10-19-18 09-28-18 09-14-18

HOLD CONCRETE 1-2" BELOW TOP OF FINISH GRADE

3/4" CLEAN GRAVEL

3'-2

19'-721"

GRADE +623.00

1'-6" 4'-0"

COMPACTED SUBBASE

NO.

PERFORATED PIPING

ISSUE FOR VE Zoo, Illinois 09-14-18 Brookfield B2 COORDINATION DESIGN 08-01-18 SITEDEVELOPMENT DETAILS - LOG SCHEMATIC DESIGN 06-19-18 INSTALLATIONS

GRADE

HOLD GRADE BELOW 12"

3/4" = 1'-0"

5 4 3

CONCRETE PAVING

ISSUE FOR BID ISSUE FOR PERMIT

STEEL EDGING

GRADE +623.00

Hamill Family Foundation Nature & ISSUE FOR BID 10-19-18 ISSUE FOR PERMIT Science Plaza 09-28-18

NO.

VARIES

BOULDER SEAT DETAIL TYP. AND TREAT PER

3/4" = 1'-0"

5 4

3 ISSUE FOR VE CHICAGO ZOOLOGICAL SOCIETY COORDINATION 3300 GOLF ROAD 2 DESIGN DEVELOPMENT BROOKFIELD,1 IL 60513 SCHEMATIC DESIGN

PLAY STRUCTURE: DESIGN BY COLUMBIA CASCADES, NO OPENINGS LARGER THAN 4"

E L-7.00

LOG BENCH

6'-

1/2" = 1'-0"

ADJACENT MATERIAL VARIES, SEE PLAN

8'-341"

COUNCILCustom RING - PLAN Made

LOG BENCH - ENLARGEMENT PLAN LOG BENCH: STRIP BARK VARIES

VARIES 18" TO 24"

1803.00 1'-

PLANTER - ENLARGEMENT PLAN

1'-5"

E L-7.00

GRAVEL PAVING

Photo View at Entrance

STEEL EDGING 850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 PLAY MULCH Tel:SURFACE 312.492.6501 Fax: 312.492.7101

ISSUE FOR BID ISSUE FOR PERMIT ISSUE FOR VE COORDINATION DESIGN DEVELOPMENT SCHEMATIC DESIGN DESCRIPTION

10-19-18 09-28-18 09-14-18 08-01-18 06-19-18 DATE

BOULDER SEAT ADJACENT AGGREGATE PAVING

HOLD CONCRETE 1-2" BELOW TOP OF FINISH GRADE

3" RADIUS ROUNDED TRANSITION

E L-7.00

CONCRETE CURB

614"

PLAY SURFACE MULCH STEEL EDGING

PLANTING 7 ADDENDUM 2 SOIL 11-07-18 CONCRETE PAVING 6 ADDENDUM 1 10-31-18 5 ISSUE FOR BID 10-19-18 PERFORATED PIPING BOULDER SEAT 4 ISSUE FOR PERMIT 09-28-18 B 3/4" = 1'-0" 3 ISSUE FOR VE GRAVEL 09-14-18 3/4" CLEAN COORDINATION 2 DESIGN DEVELOPMENT 08-01-18 HOLD GRADE BELOW 12" CONCRETE PAD W/(4) #6 VERT. 1 SCHEMATIC DESIGN 06-19-18 1'-6" REINFORCEMENT & #4 TIES @ 1% SLOPE NO. DESCRIPTION DATE 12" O.C. REFER TO STRUCT. 1'-6"

4'-2"

CONCRETE FOOTING PLAYSTRUCTURE - ENLARGEMENT PLAN WITH REINFORCEMENT, 1/2" = 1'-0" REFER TO STRUCTURAL

BOULDER SEAT WALL

R32'-11"

1'-0"

VARIES 18" TO 24"

4" LOG BENCH: STRIP RBARK 5'AND TREAT PER ALT. #2 SPECIFICATIONS

VARIES - 7'-0" TO 8'-0"

4'-6" BH PROJECT NUMBER VARIES - 7'-0" TO 8'-0"

STACKED LANNON STONE SEAT WALL

PLAYSTRUCTURE - ENLARGEMENT PLAN

1'-5"

CONCRETE PAVING

BOULDER SEAT WALL

ADDENDUM 2 2018.11.07

LOG BENCH CONCRETE D 3/4"FOOTING = 1'-0" WITH REINFORCEMENT, REFER TO STRUCTURAL

1/2" = 1'-0"

IN.

6" M

1 2

STEEL EDGING

PLAY STRUCTURE: E PLAY SURFACE MULCH L-7.00 DESIGN BY COLUMBIA CASCADES, NO OPENINGS LARGER THAN 4" LOG BENCH

1'-6"

9'-8

C L-7.04

PLAY STRUCTURE: DESIGN BY COLUMBIA CASCADES, NO OPENINGS LARGER THAN 4"

PLANTING SOIL "

2'-6

ADJACENT AGGREGATE PAVING

614"

6'-

2'-6

B L-7.04

3'-

ADJACENT MATERIAL VARIES, SEE PLAN

Architecture Interiors Planning 333 South Des Plaines Street Chicago, Illinois 60661

CHICAGO ZOOLOGICAL SOCIETY 3300 GOLF ROAD BROOKFIELD, IL 60513

1'-0"

LOG PLANTER BENCH: STRIP BARK AND TREAT PER SPECIFICATIONS

08-01-18 06-19-18

850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101

6'-6"

3'-4"

BOULDER SEAT

. ON EZ " MIN 6'-0 ED US T RUC

1'3'-2

F L-7.04

850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101

BST

UNO

BOULDER SEAT WALL

7 . " MIN

SIZE VARIES SEE PLAN

3/4" = 1'-0"

BOOTH HANSEN

6'-6"

1'-6"

BIRDS NEST ASSEMBLY TO 1 CONCRETE 6 1/2" DIA. X 10" LAG SCREW 6 9/16" I.D. CUT WASHER (FIELD DRILL 3/8" DIA. X 9 3/4" DEEP PILOT HOLE.)

A L-7.03

11-07-18 10-31-18 10-19-18 09-28-18 09-14-18

7 DATE

8" TRENCH WAY W/#4 REINFORCEMENT EACH WAY @12" O.C., REFER TO STRUCT.

CHICAGO ZOOLOGICAL SOCIETY 3300 GOLF ROAD BROOKFIELD, IL 60513

1 4"

4'-

LANNON STONE SEAT WALL MORTAR FILL TOP LAYER OF STONES, MORTAR COLOR TO MATCH STONE

1'-1"

3/4" = 1'-0"

7 ADDENDUM 2 S5 6 ADDENDUM 1 PLANTER - SECTION E 2 N . N O E5 Z ISSUE FOR BID " MI 6'-0 ED US 4 ISSUE FOR PERMIT T C U STR B 3 ISSUE FOR VE O UN COORDINATION 2 DESIGN DEVELOPMENT 1 SCHEMATIC DESIGN 6'-0" 6" 6'- NO. DESCRIPTION

8" MIN

4'-0"

3/4" = 1'-0"

10" TRENCH WAY W/#4 REINFORCEMENT EACH WAY 12" O.C., TYP. REFER TO STRUCT.

LOG BENCH

34"

4'-

6 9/16" I.D. CUT WASHER (FIELD DRILL 3/8" DIA. X 9 3/4" DEEP PILOT HOLE.)

ALT. #2

6 6'-

GRADE

LOG PLANTER BENCH BUILT IN TWO LOG PIECES: STRIPPEDBIRDS OFNEST BARK AND ASSEMBLY TO 1 CONCRETE SANDED 6SMOOTH 1/2" DIA. X 10" LAG SCREW

850 West Jackson Blvd Suite 6'-6" 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101

CHICAGO ZOOLOGICAL SOCIETY 3300 GOLF ROAD BROOKFIELD, IL 60513

Architecture Interiors Planning 333 South Des Plaines Street Chicago, Illinois 60661

LOG BENCH: STRIP BARK AND TREAT PER SPECIFICATIONS A ADJACENT L-7.03MATERIAL VARIES, SEE PLAN

COMPACTED SUBBASE

LOG BENCH - SECTION 2

Architecture Interiors Planning 333 South Des Plaines Street Chicago, Illinois 60661

CORE FOR DRAINAGE CORE DRILL AND EPOXY DOWELL RODS

VARIES - 7'-0" TODRAIN 8'-0" HOLE, BEYOND

CONCRETE FOOTING WITH REINFORCEMENT, REFER TO STRUCTURAL

GRADE

6 6'-

VARIES 4'-0"

SLOPE TO DRAIN

BOOTH HANSEN

SEAL INSIDE OF WOOD LOG WITH WEST SYSTEM 105 EPOXY RESIN

4 Custom Made Metal Bird Nest Plan View ADJACENT NO MOW

LOG PLANTER BENCH: STRIPPED OF BARK AND SANDED SMOOTH

LOG BENCH PLANTER - SECTION 1

FILTER FABRIC

1'-8"

10"

1'-3"

1'-6"

ADJACENT AGGREGATE PAVEMENT GRADE

3300 GOLF ROAD BROOKFIELD, IL 60513

Custom Tree Log Details COMPACTED SUBBASE

ALT. #2

CHICAGO ZOOLOGICAL SOCIETY 3" 4'1

Prairie Walk Details

R43'-741"

PLANTING SOIL FILTER FABRIC

3'-4"

10"

3/4" = 1'-0"

- ENLARGEMENT PLAN

PLANTING SOIL

VARIES 3'-0" TO 4'-0"

1'-3"

LOG

8" MIN TYP. 7 BENCH PLANTER

1'-6"

ALT. #2

5 4 3 2 1

DETAIL TYP.

STACKED LANNON STONE SEAT WALL

DESCRIPTION

08-01-18 06-19-18 DATE

ISSUE FOR BID 2018.10.19

BH PROJECT NUMBER

ADJACENT CONCRETE PAVING

4" PERFORATED PIPE

10-19-18 09-28-18 09-14-18

Photo View to Nest Play Area DECOMPOSED AGGREGATE STRIP

NO.

ISSUE FOR BID ISSUE FOR PERMIT ISSUE FOR VE COORDINATION DESIGN DEVELOPMENT SCHEMATIC DESIGN

Hamill Family

1803.00

ISSUE FOR BID 2018.10.19 BH PROJECT NUMBER

1803.00

Hamill Family Foundation Nature & Science Plaza Brookfield Zoo, Illinois

Photo View from Pathway Brookfield Zoo Public Plaza Design

312"

6" 441" 6"

312"

6" 441"

1'-5"

1'-6"

TO x 3-1/2" POST CONNECTED 3-1/2" TO CONNECTED 3-1/2" x 3-1/2" POST CONCRETE. CONNECTION PER STRUCT. CONCRETE. CONNECTION PER STRUCT.

421"

1'-5"

614"

2'-4"

2'-812"

MITER CUT OUTSIDE CORNERS

RAISED PLANTER ELEVATION

3/4" = 1'-0"

WOO

1" = 1

1" = 1'-0

4'-1

+30"

18" HT. CONCRETE SEAT WALL WITH VENEER SLATS: 1/4" GAP MIN, 3/4" GAP MAX BETWEEN SLATS

4'-1

ATRIUMS DRAIN PLACED AT CORNERS AND 6' ON CENTER.

6'-

121"

0 6'-1

+30"

2'-0

'-2

27-1/2" HT. POURED IN PLACE CONCRETE STEM WALL WITH FOOTING 2-1/2" PRE-CAST CONCRETE COUNTER TOP, 3 SECTIONS EACH WORK STATION

10"

+30"

'-2

6'-1

F L-8.00

0" 6'-1

NO.

DESCRIPTION

MITER CUT OUTSIDE CORNERS 5/8" x 6-1/2" GEOLAM VERTIGO 1'-6"

3-1/2" x 3-1/2" POST CONNECTED TO CONCRETE. CONNECTION PER STRUCT.

08-01-18 06-19-18 DATE

CURTAIN DRAIN, 3 TOTAL 36" HT. POURED IN PLACE CONCRETE PLANTER WALL, BOARD FORM LINE ALL VISIBLE FACES ABOVE GRADE.

RAISED PLANTER ELEVATION

3/4" = 1'-0"

RAISED PLANTER FRAMING PLAN

1'-10 " 3 4

3/8" = 1'-0"

A L-7.06

2'-6"

514"

2'-834"

1'-5"

7'-034"

1'-1034"

A L-7.06

514"

1'-5"

2'-334"

2'-834"

2' -7

1'-1034"

-7 3 4"

STUB UP FOR DRAINAGE AND IRRIGATION

SLOPE

13'-3 "

7 C1

1/2" MARINE GRADE PLYWOOD ATTACHED TO UNDERSIDE OF WT3x8 GALVANIZED METAL DECK ATTACHED TO WT3x8 PER STRUCTURAL DRAWINGS 1-3/8" x 8" GEOLAM SOLEO 6033

SLOPE

8 7 6 5 4 3 2 1

NO.

3/8" = 1'-0"

VARIES. REFER TO PLAN

2'-334"

1'-1034"

1'-1034" 2' -7 3 4"

A L-7.06 1'-1034" 1'-1034"

1'-1034"

-7 2'

-7 3 4"

1'-6"

7'-034"

-5 " 1'

1'-1034"

2'-6"

1'-1034"

A L-7.06

8" 1'-6"

1'-6" 7'-6"

MITER CUT OUTSIDE CORNERS

1/2" MARINE GRADE PLYWOOD DECOMPOSED GRAVEL C1 SEE SHEET L-7.00 DETAIL B

SIZE & REINFORCEMENT BY STRUCT. 23 BULLETIN #10 06-07-19 VARIES. REFER TO PLAN PLANTER IRRIGATION, SEE PLAN FOR LAYOUT 22 BULLETIN #9 REV 1GRADE 05-20-19 1/2" MARINE PLYWOOD ATTACHED TO 21 BULLETIN #9 05-15-19 UNDERSIDE OF WT3x8 C1 20 BULLETIN #8 RAISED 1 PLANTER SECTION GALVANIZED METAL05-08-19 DECK A 1" = 1'-0" 4'-04" ATTACHED TO WT3x8 PER STRUCTURAL DRAWINGS 19 BULLETIN #7 04-16-19 18 BULLETIN 03-12-196033 1-3/8"#6 x 8" GEOLAM SOLEO 8" 17 BULLETIN 03-08-19 1-1/4"#5 x 3-1/4" GEOLAM SOLEO 6030 16 BULLETIN 5/8" x#4 6-1/2" GEOLAM03-05-19 VERTIGO 15 BULLETIN #3 02-21-19 ATTACHED TO FURRING STRIP WITH 6" PLANTER VENEER: 14 BULLETIN #2 REV 1 02-21-19 STAINLESS STEEL CLIPS 5/8" x 6-1/2" GEOLAM 13 PERMIT CORRECTION 4 STRIP 02-19-19 3/4" x 2" FURRING VERTICAL FLANGE OF WT3x8 BEYOND 12 BULLETIN #2 VERTIGO 01-29-19 3'-3" FILTER FABRIC 3 01-21-19 11 PERMIT CORRECTION 1-1/2"#1 x 3-1/2" WOOD01-11-19 JOIST 10 BULLETIN

1 4

13'-314"

RAISED 13'-3 PLANTER SECTION ENLARGEMENT " RAISED PLANTER VENEER 3" = 1'-0"

-7

1'-6"

3/8" = 1'-0"

FILTER FABRIC

VERTICAL FLANGE OF WT3x8 BEYOND

3'-3"

RAISED PLANTER OVERALL PLAN

RAISED PLANTER VENEER

WT3x8 PER STRUCTURAL DRAWINGS

GALVANIZED METAL DECK WELDED TO WT3x8 PER STRUCTURAL DRAWINGS

PLANTER VENEER: 5/8" x 6-1/2" GEOLAM VERTIGO

1/2" MARINE GRADE PLYWOOD ATTACHED TO UNDERSIDE OF WT3x8 3'-3" FLANGE OF GALVANIZED HORIZONTAL

-7 2'

15'-0", 3 EQ BOARDS

4'-0" 34'-0"

-7

15'-0", 3 EQ BOARDS

3'-3"

3'-3" "

13'-314"

PLANTER INTERIOR

FACE OF PLANTER VENEER, BELOW. GEOLAM CORNER PROFILE 1 ON 10 OUTSIDE CORNERS

3 " 4 -7

-7

-5

PLANTER CAP: 1-3/8" x 8" GEOLAM SOLEO 6033 3'-3"

3/4" x 2" FURRING STRIP

2'-0"

4'-014" 5/8" x 6-1/2" GEOLAM VERTIGO ATTACHED TO FURRING STRIP WITH 2' STAINLESS STEEL CLIPS -

7'-034"

11'-6"

SLOPE

11'-6"

1'-1034"

5'-9" 4'-014"

1'-1034"

4'-0"

1'-6"

SLOPE

SONOTUBE CONCRETE FOOTINGS TO 48" DEPTH,

1-1/4" x 3-1/4" GEOLAM SOLEO 6030

7'-034"

14'-6", 3 EQ BOARDS

4'-0" 1'-6"

3-1/2" x 3-1/2" POST WITH SIMPSON CPT244 CONNECTION TO CONCRETE HORIZONTAL FLANGE OF GALVANIZED WT3x8, ATTACHED TO (2) JOIST MEMBERS PER STRUCTURAL DRAWINGS

3" = 1'-0"

4'-014"

FILTER FABRIC 1-1/2" x 3-1/2" WOOD JOIST

FILTER FABRIC

VERTICAL FLANGE OF WT3x8 BEYOND

13'-314"

RAISED PLANTER VENEER

C1 GEOLAM B ATTACHED TO BASE OF WT3x8 WITH 3/8" = 1'-0" GALVANIZED SLOTTED ANGLE BRACKET

3/8" = 1'-0"

ATTACHED TO FURRING STRIP WITH

Chicago, Illinois 60607 STAINLESS STEEL CLIPS PLANTER INTERIOR Tel: 312.492.6501 3/4" x 2" FURRING STRIP VERTICAL FLANGE OF WT3x8 BEYOND Fax: 312.492.7101

RAISED PLANTER SECTION ENLARGEMENT

MITER CUT OUTSIDE CORNERS C1

1'-1034"

13'-3 " 1 4

1-3/8" x 8" GEOLAM SOLEO 6033

RAISED PLANTER OVERALL PLAN

PLANTER INTERIOR

RAISED PLANTER OVERALL PLAN

15'-0", 3 EQ BOARDS

4'-0"

34'-0"

2'74 3 "

3'-3"

'-7

GALVANIZED METAL DECK WELDED TO 1'-6" WT3x8 PER DRAWINGS 15'-0", 3 EQSTRUCTURAL BOARDS

PLANTER VENEER: 5/8" x 6-1/2" GEOLAM VERTIGO

4'-0"

1'-1034"

2'74 3 "

34'-0" 5'-9"

HORIZONTAL FLANGE OF GALVANIZED WT3x8 PER STRUCTURAL DRAWINGS

A L-7.06

1'-1034"

3 1'-101'-6" 4"

7'-6"

FACE OF PLANTER VENEER, BELOW. GEOLAM CORNER PROFILE 1 ON 10 OUTSIDE CORNERS 3'-3" 2 3

7'-034"

3'-3"

3/4" = 1'-0"

4'-014"

15'-0", 3 EQ BOARDS 3 " 74 2'-

2'-6" -5 1'

" -5

2'-

34'-0"

1/2" MARINE GRADE PLYWOOD ATTACHED TO UNDERSIDE OF WT3x86

11'-6"

1/2" MARINE GRADE PLYWOOD ATTACHED TO

UNDERSIDE OF WT3x8 FACE OF PLANTER GALVANIZED METAL DECK VENEER, BELOW. ATTACHED TO WT3x8 PER STRUCTURAL DRAWINGS GEOLAM CORNER 1-3/8" x 8" GEOLAM SOLEO 6033 8" PROFILE 11-1/4" ON x10 3-1/4" GEOLAM SOLEO 6030 850 West Jackson Blvd OUTSIDE CORNERS 5/8" x 6-1/2" GEOLAM VERTIGO Suite 800

3/4" x 2" FURRING STRIP 8"

PLANTER CAP: 1-3/8" x 8" GEOLAM SOLEO 6033

1-3/8" x 8" GEOLAM SOLEO 6033

1'-1034"

A L-7.06

15'-0", 3 EQ BOARDS

RAISED PLANTER FRAMING PLAN

VARIES. REFER TO PLAN

4'-014"

3" = 1'-0"

-5

3/8" = 1'-0"

RAISED PLANTER SECTION ENLARGEMENT PLANTER CAP:

5/8" x 6-1/2" GEOLAM VERTIGO ATTACHED TO FURRING STRIP WITH STAINLESS STEEL CLIPS

-5

RAISED PLANTER OVERALL PLAN

2'-0"

34'-0"

2' -7 3 4"

5'-9"

1'-6"

FILTER FABRIC

VERTICAL FLANGE OF WT3x8 BEYOND

1-1/4" x 3-1/4" GEOLAM SOLEO 6030

15'-0", 3 EQ BOARDS

SOCIETY

GALVANIZED BROOKFIELD, METAL DECK WELDED TO IL 60513 WT3x8 PER STRUCTURAL DRAWINGS

1'-6"

4'-0"

PLANTER INTERIOR

14'-6", 3 EQ BOARDS

4'-0" 1'-6"

4'-0"

7'-6"

5'-9"

15'-0", 3 EQ BOARDS

DRAWINGS STRUCTURAL WT3x8 PER3300 5'-9" GOLF ROAD

GALVANIZED SLOTTED ANGLE BRACKET

1'-6"

34'-0"

GALVANIZED FLANGE OF ZOOLOGICAL HORIZONTALCHICAGO

4'-0"

VENEER, BELOW. 1-3/8" x 8" GEOLAM SOLEO 6033 GEOLAM CORNER PROFILE 1 ON 10 GEOLAM ATTACHED TO BASE OF WT3x8 WITH OUTSIDE CORNERS

1'-6"

1/2" MARINE GRADE PLYWOOD ATTACHED TO UNDERSIDE OF WT3x8

14'-6", 3 EQ BOARDS FACE OF PLANTER

1'-6"

4'-0" 1'-6"

GEOLAM A GALV

3/4" x 2" FURRING STRIP

PLANTER CAP: 1-3/8" x 8" GEOLAM SOLEO 6033

34'-0"

3/4" = 1'-0"

1'-6"

NORTH

RAISED PLANTER FRAMING PLAN

1'-6"

3/8" = 1'-0"

7'-6"

L-7.05

5'-9"

1'-

3/8" = 1'-0"

A L-7.06

2'-0"

SITE DETAILS - SCIENCE GARDEN PLANTER

SCIENCE GARDEN PLANTER PLAN

5/8" x 6-1/2" GEOLAM VERTIGO ATTACHED TO FURRING STRIP WITH STAINLESS STEEL CLIPS

Hamill Family Nature Plaza

5'-9"

2'-6"

+36"

4'-0"

1'-6"

3/4" = 1'-0" 1'-6"

'-3 1 2"

RAISED PLANTER FRAMING PLAN

4'-0"

1'-6"

5'-9"

+30"

25'-10"

GEOLAM ATTACHED TO BASE OF WT3x8 WITH GALVANIZED SLOTTED ANGLE BRACKET 1-1/4" x 3-1/4" GEOLAM SOLEO 6030

14'-6", 3 EQ BOARDS

2'74

Brookfield Zoo, Illinois

1-3/8" x 8" GEOLAM SOLEO 6033

1" = 1'-0"

34'-0"

1803.00

1'-6"

D .05

BH PROJECT NUMBER

15'-10"

SCIENCE GARDEN PLANTER - ELEVATION

WOOD POST DETAIL

3/4" = 1'-0"

2019.06.07

+18" '-8"

Architecture Interiors Planning 333 South Des Plaines Street Chicago, Illinois 60661

CONCRETE SONOTUBE TO FROST SIZE & REINFORCEMENT PER STRUCT.

BULLETIN #10 C .05

L-7

3'-0"

2 1

11-26-18 11-07-18 10-31-18 10-19-18 09-28-18 09-14-18

POST BASE STRAP DETAIL PER STRUCTURAL

1-1/4" x 3-1/4" GEOLAM SOLEO 6030

WORK STATION WITH CONCRETE STEM WALL AND PRE-CAST CONCRETE COUNTER TOP, BEYOND. BOARD FORM LINER FINISH ON EXPOSED FACES ABOVE GRADE.

1'-6"

D L-7.05

8 7 6 5 4 3

1-3/8" x 8" GEOLAM SOLEO 6033

2'-6"

POURED IN PLACE CONCRETE PLANTER, SLAT VENEERS ON BACK REST. HORIZONTAL BOARD FORM LINER FINISH ON EXPOSED FACES. CONCRETE SEAT WALL WITH VENEER ON TOP AND FACE OF SEAT. HORIZONTAL BOARD FORM LINER FINISH ON EXPOSED FACES.

13'-11 1 2"

ORNAMENTAL TREE, SEE PLANTING PLAN

LOG STEPPERS

RAISED PLANTER SECTION 1" = 1'-0"

SIMPSON CPT244 ISSUE3-1/2" FOR x 3-1/2" POST WITH 12-03-18 CONNECTION TO CONCRETE CONSTRUCTION HORIZONTAL FLANGE OF GALVANIZED WT3x8, ATTACHED PERMIT CORRECTION 1 OUTSIDE 11-26-18 MITER CUT TO (2) JOIST MEMBERS PER STRUCTURAL DRAWINGS 7 ADDENDUM 2CORNERS 11-07-18 1/2" MARINE GRADE PLYWOOD ADDENDUM 1 10-31-18 DECOMPOSED GRAVEL ISSUE FOR BID 10-19-18 SEE SHEET L-7.00 DETAIL B ISSUE FOR PERMIT 09-28-18 ISSUE FOR VE 09-14-18 STUB UP FOR DRAINAGE AND IRRIGATION COORDINATION DESIGN DEVELOPMENT 08-01-18 SONOTUBE CONCRETE FOOTINGS TO 48" DEPTH, SIZE & DESIGN REINFORCEMENT BY STRUCT. SCHEMATIC 06-19-18 DESCRIPTION PLANTER

DATESEE PLAN FOR LAYOUT IRRIGATION,

Brookfield Zoo Public Plaza Design

514"

BOOTH HANSEN

3-1/2" x 3-1/2" WOOD POST

5'-9"

4'-0"

2'-834"

9'-

34'-0" 14'-6"

4'-0"

5'-9"

2'-334"

14'-

06-07-19 05-20-19 05-15-19 05-08-19 04-16-19 03-12-19 03-08-19 03-05-19 02-21-19 02-21-19 02-19-19 01-29-19 01-21-19 01-11-19 12-03-18

7'-034"

PLANTING SOIL

BULLETIN #10 BULLETIN #9 REV 1 BULLETIN #9 BULLETIN #8 BULLETIN #7 BULLETIN #6 BULLETIN #5 BULLETIN #4 BULLETIN #3 BULLETIN #2 REV 1 PERMIT CORRECTION 4 BULLETIN #2 PERMIT CORRECTION 3 BULLETIN #1 ISSUE FOR CONSTRUCTION PERMIT CORRECTION 1 ADDENDUM 2 ADDENDUM 1 ISSUE FOR BID ISSUE FOR PERMIT ISSUE FOR VE COORDINATION DESIGN DEVELOPMENT SCHEMATIC DESIGN

1'-5"

NOTE: STRUCT. TO VERIFY SIZING OF ALL CONCRETE STEM WALLS, PLANTER WALLS, FOOTINGS, ATTACHMENTS, AND REINFORCEMENT

2'-6"

3/8" = 1'-0"

STORAGE SHED

23 22 21 20 19 18 17 16 15 14 13 12 11 10 9

3/8" = 1'-0"

SCIENCE GARDEN PLANTER - SECTION PLAN

312"

6" 441"

POURED IN PLACE CONCRETE PLANTER WALL. REFER TO STRUCT. FOR FOOTINGS AND REINFORCEMENT

DECOMPOSED GRAVEL SEE SHEETL-7.00 DETAIL B

614"

WORK STATION WITH STEEL ANGLE IRON BOLTED TO CONCRETE PLANTER WALL FOR PRE-CAST CONCRETE COUNTERTOP, REFER TO STRUCT.

+18"

Brookfield Zoo Public Plaza Design

5/8" x 6-1/2" GEOLAM VERTIGO 5/8" x 6-1/2" GEOLAM VERTIGO

'-3

2'-6

SCIENCE GARDEN PLANTER - SECTION

1-1/4" x 3-1/4" GEOLAM SOLEO 6030

MITER CUT OUTSIDE CORNERS

3/4" = 1'-0"

CURTAIN DRAIN

E L-7.05

2'-4"

F L-8.00

2'-812"

4'-0" MIN

3'-0" MIN

1'-8" 1'-6"

3'-2"

1'-5"

614"

2'-4"

2'-812"

421"

312"

6" 441" 614"

RAISED PLANTER ELEVATION

1-3/8" x 8" GEOLAM6030 SOLEO 6033 SOLEO 1-1/4" x 3-1/4" GEOLAM

421"

10'-8"

121"

10" 2'-0"

10" 2'-0" 1'-7"

1-3/8" x 8" GEOLAM SOLEO 6033

5'-9"

4'-0"

14'-6"

4'-0"

421"

850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101

1-1/2" SLOT, BOTH SIDES

'-8 1 2"

1'-6"

1'-6 "

2'-4"

2'- 1 42"

10"

7'-121"

14'-0"

6" 212" 3'-0"

2'-921"

3'-0"

1021"

METAL FRAME FOR VENEER SLATS ON SEAT TOP AND BACK REST, 2 ATTACHMENTS PER BOARD, MIN.

COUNTER TOP / PLANTER WALL, ABOVE

10'-8"

RELOCATED SCULPTURE

CHICAGO ZOOLOGICAL SOCIETY 3300 GOLF ROAD BROOKFIELD, IL 60513

POURED IN PLACE CONCRETE SEAT WALL, STRUCT. TO VERIFY SIZING AND FOOTINGS

1 1/2" = 1'-0"

2'-0

5'-9"

4'-0"

ORNAMENTAL TREE, SEE PLANTING PLAN

POURED IN PLACE CONCRETE PLANTER / SEAT WALL WITH VENEER. REFER TO STRUCT. FOR FOOTINGS AND REINFORCEMENT.

RAIN GARDEN

(3) OUTDOOR CHALKBOARDS

'-4

NOTE: STRUCT. TO VERIFY SIZING OF ALL CONCRETE STEM WALLS, PLANTER WALLS, FOOTINGS, ATTACHMENTS, AND REINFORCEMENT

1-1/2" SLOT, BOTH SIDES

1'-6"

34'-0"

2'-1

'-0"

VEGIE GARDEN

WORK STATION SECTION DETAIL

6 6

R13

1 1/2" = 1'-0"

CLASSROOM ENTRANCE

12 1 "

10"

LOG PLANTER

34'-0"

14'-6"

4'-0"

5'-9"

" '-2

6'-9 " 7'-7 " 7

Vegie Garden

Architecture Interiors Planning 333 South Des Plaines Street Chicago, Illinois 60661

METAL FRAME FOR VENEER SLATS ON SEAT TOP AND BACK REST, 2 ATTACHMENTS PER BOARD, MIN.

6'-

3/8" = 1'-0"

10"

7'-2

SOIL / BUG / PLANT ROOT OBSERVATION

10 1 2"

POURED IN PLACE CONCRETE PLANTER WALL WITH REINFORCEMENT AND FOOTING BY STRUCT. BOARD FORM LINER FINISH FOR ALL EXTERIOR FACES ABOVE GRADE.

TREMPROOF 250GC WATERPROOF MEMBRANE

62 "1

1'-6

FRAME ELEVATION 2 NOTE: STRUCT. TO VERIFY SIZING OF ALL CONCRETE STEM WALLS, PLANTER WALLS, FOOTINGS, ATTACHMENTS, AND REINFORCEMENT

9'-

2'-4" 1 " 112

PERFORATED DRAIN TILE

ENKADRAIN 3811R DRAINAGE MA

SEAT WALL SECTION DETAIL

13'-

TREMPROOF 250GC WATERPROOF MEMBRANE

PERFORATED DRAIN TILE

3/8" = 1'-0"

ENKADRAIN 3811R DRAINAGE MA

3" SOLID PVC. DRAIN PIPE, 3' O.C.

(4) WORKING TABLES, 5 STUDENTS EACH 20 STUDENTS TOTAL 6

3 (3) LOG SEATING, TYP. 4

1'-814"

FRAME ELEVATION 1

METAL PLATE BRACKET AND ATTACHMENTS REFER TO STRUCT.

POURED IN PLACE CONCRETE PLANTER/SEAT WALL WITH REINFORCEMENT. BOARD FORM LINER FINISH ALL VERTICAL FACES.

1/4" x 1/4" DRIP EDGE

1/2" AIR GAP

DRAINAGE SLOT, BEYOND

1% SLOPE

1'-321"

1 2

8" MIN CLEAR UNDER COUNTER

ROUND CONCRETE EDGE 1/2" 3" Ø ATRIUM DRAIN

1'-6"

EVERGREEN SCREEN

1/4" CHAMFER, OUTSIDE EDGES OF COUNTER TOP

11"

1 2

BOOTH HANSEN

PRE-CAST CONCRETE COUNTER TOP, EASE EDGES. REINFORCEMENT BY STRUCT.

1% SLOPE

2'-6"

112"

1'-11"

1'-6"

1-5/8" x 3-5/8" GEOLAM 6017 VENEER ON METAL FRAME AND ATTACHMENTS BY STRUCT. PROVIDE CAPS ON ALL ENDS. ALIGN VERTICAL AND HORIZONTAL SLATS.

2'R1

LEGEND

4" MAX.

EASE EDGES, TYP.

212"

Science Exploration Garden

2'-0"

10"

1'-10 38"

112"

2'-812"

2'-10" 1 58"

10"

14'-6"

4'-0"

5'-9" METAL FRAME FOR VENEER SLATS ON SEAT TOP AND BACK REST, 2 ATTACHMENTS PER BOARD, MIN.

2'-10"

University of Notre Dame

World Peace Plaza Project Type: Campus & Religious Plaza Design Time: Fall 2019 - Present (Currently under Construction) Area: 35,000 SF (3,250 M2)

Existing Conditions

SITE ANALYSIS SITE UTILITIES & DRAINAGE

10'

20'

40'

Scale 1" = 20'

Concept Inspiration Rosary Beads

St. Mary’s Lake

Holy Cross St.

St. Mary’s Lake

+707.52

L.O.W.

+708.00

St. Mary’s Road

+709.20

L.O.W.

+710.72

OVERLAND FLOW

University of Notre Dame Campus & Religious Plaza Design

ELECTRIC

SANITARY

STORM

EXISTING TREE TO BE PRESERVED

University of Notre Dame Campus & Religious Plaza Design

Overall Site Plan Proposed

1 Boardwalk

C o n ce i ve d a s a co l l ect i o n o f garde n rooms t h a t e n g a g e t he ent i re si te p rovidin g varie d n o d e s fo r co ntem p l a t i o n, m editation or gathering

3 World Peace Plaza

2 South Garden

5 Water Feature

9 Sculpture Pedestal

7 Lake Edge Viewpoint

11 Entry Plaque

6 North Garden

4 Seatwall, TYP.

Overall Site Birdseye

10 Underground Mechanical Vault

8 Donor Bench

G a rd e n i s a r ra ng ed i n a ser i es of f ive n ode s re fe re n t i a l to t he fi ve d eca d es of th e rosar y J ou r n ey t hro ug h t he g a rd en i s n ot p roc s r i b e d; i nstea d a l l ow i ng flexibilit y in t h e p a t h v i si to rs cho o se to follow

St. Mary’s Lake

ly C

Prayer Plaza

ros

North Garden

6 1

South Garden

4 10 2

5 9

Holy

Cros

s Dri

University of Notre Dame Campus & Religious Plaza Design

y’s

Ro a

St. Mary’s Lake Boardwalk

University of Notre Dame Campus & Religious Plaza Design

3'-0" MAX

3'-514"

1'-6"

DRAWN

CH / LK / CM

CHECKED

SS / ED / AW

FOR FRAMING AND PILES, REFER TO STRUCTURAL

6'-0"

3'-0" MAX

FRP GRATE, REFER TO STRUCTURAL

3 4

1'-221"

NORTH

FRP GRATE, REFER TO STRUCTURAL

B L-7.20

1/4" = 1'-0"

SHEET

3'-0" 1'-6"

fluidity 724 S. Spring St., Suite 1404 Los Angeles, CA 90014 P: 213-739-9291 D: 312-712-0339

1'-

67'-10", 17 EQ RAILING PANELS

6'-

3'1 TY 1" P

1'2

" 18'-1

1'-

5'-11 3 4" T YP

9'-10 ", 5 EQ RAILING PANELS

TYP

" 21'-11 ANELS ILING P EQ RA

32'-10"

18'-10",

6'-

4'-82"

POROUS ASPHALT PATHWAY

PLANTING AREA

'-0

6'-

1'-

1'-6"

fluidity 724 S. Spring St., Suite 1404 Los Angeles, CA 90014 P: 213-739-9291 D: 312-712-0339

1'-

58'-4"

1'2"

Water Feature:

0 8'-

'-0

1'-

8 R1

St. Mary’s Lake

FRP GRATE, REFER TO STRUCTURAL

1 2

3/4" = 1'-0"

4'R2

LAKESHORE PLANTING

6'-

BOARDWALK SECTION

Frost Engineering & Consulting 201 Lincolnway West, Suite 200 Mishawaka, IN 46544 P: 574-344-5900

5/4x6 NOM. KEBONY BOARDS. ATTACH TO 1x NOM. NAILERBOARDS WITH COUNTERSUNK STAINLESS STEEL SCREWS, PLUG HOLES, SURFACE TO BE FLUSH AND ALIGN PLUG GRAIN TO BOARD

FASCIA ON BLOCKING, OPTIONS OF: 1. 11 GAUGE METAL PLATE 3'1 2. PAINTED MARINE PLYWOOD TY 1" P POROUS ASPHALT 3. CUSTOM COLOR AZEK / FRP PATHWAY 4. PERFORATED STAINLESS STEEL PANELING 0" 6'-

Frost Engineering & Consulting 201 Lincolnway West, Suite 200 Mishawaka, IN 46544 P: 574-344-5900 MEP:

0 4'-

0 0'-

6'-0"

1 1/2" = 1'-0"

67'-10", 17 EQ RAILING PANELS

6'-0"

Structural Engineer: N

Water Feature:

LANDSCAPE MOUND

BARRIER RAIL DETAIL

METAL FASCIA ON BLOCKING

AIL

3 4

FOR FRAMING AND PILES, REFER TO STRUCTURAL

SHEET

L-7.20

METAL FASCIA ON BLOCKING

707.32

5/4x6 NOM. KEBONY BOARDS. 22 Project University Title Here 8 of NotreDecember Dame Campus 2021 & Religious Plaza Design ATTACH TO 1x NOM. NAILERBOARDS WITH COUNTERSUNK STAINLESS

ISSUE

BOARDWALK

ISSUE

MEP:

50% CONSTRUCTION DOCUMENTS

58'-4"

EMERGENT PLANTING

DATE

Bertsch-Frank & Associates, LLC 811 Lawrence Dr. Ft. Wayne, IN 46804

1'-6"

BOARDWALK BEYOND

4/1/2021

Civil Engineer:

B 3/4" = 1'-0"PLAN BOARDWALK

50% CONSTRUCTION DOCUMENTS

Structural Engineer: N

CONSULTANTS

0'-

EXISTING TOPO

5/4x6 NOM. KEBONY BOARDS. ATTACH TO 1x NOM. NAILERBOARDS WITH B COUNTERSUNK STAINLESS STEEL SCREWS, PLUG HOLES, SURFACE TO BE FLUSH AND ALIGN PLUG GRAIN TO BOARD

DATE

CLIENT

UNIVERSITY OF NOTRE DAME Facilities Design & Operations 200 Facilities Building Notre Dame, IN 46556

FASCIA, SEE MATERIALS SCHEDULE

BOARDWALK SECTION

4/1/2021

BOARDWALK

NORTH

Civil Engineer:

Bertsch-Frank & Associates, LLC 811 Lawrence Dr. Ft. Wayne, IN 46804

REVISIONS

PAINTED SEAMLESS 2-1/2"x3-1/2" HSS ON 6'-0" 1/2"x1/2" SPACER

CLIENT

CONSULTANTS P

1" = 1'-0"

FINISH GRADE

BOARDWALK

FASCIA, SEE MATERIALS SCHEDULE

50% CONSTRUCTION

OF THE LAKES WORLD PEACE PLAZA UNIVERSITY OF NOTRE DAME Facilities Design & Operations 200 Facilities Building Notre Dame, IN 46556

ISSUED FOR

1'-4" RAILING ELEVATION DOCUMENTS

BOTTOM RAIL, SEE MATERIALS SCHEDULE

RAILING ELEVATION RAILING CONNECTION DETAIL D C 1 1/2" =1"1'-0"= 1'-0" WOOD GUARDRAIL

FOR POST CONNECTION, REFER TO STRUCTURAL

1'-6"

3" 1'-1114"

1'-6"

3'-514"

3'-0"

1'2"

3'-0" MAX

1'-4"

PROJECT

+709.50 FASCIA, SEE MATERIALS SCHEDULE

PROJECT

OUR LADY OF THE LAKES WORLD PEACE PLAZA

BOTTOM RAIL, SEE MATERIALS SCHEDULE OUR LADY

FINISH GRADE

SEAL

3 4

1'-212"

NO OPENING TO ALLOW PASSAGE OF A 4" 850SPHERE West Jackson Blvd END POST, SEE Suite 800 Chicago, Illinois 60607 MATERIALS SCHEDULE Tel: 312.492.6501 INTERMEDIATE Fax: POST, SEE 312.492.7101 MATERIALS SCHEDULE R

METAL FASCIA ON BLOCKING, FOR POST CONNECTION, CONTINUE OVER POST PLATE REFER TO STRUCTURAL

5/4x6 NOM. KEBONY BOARDS. 712.00 ATTACH TO 1x NOM. 711.00 NAILERBOARDS WITH COUNTERSUNK STAINLESS 710.00 STEEL SCREWS, PLUG HOLES, SURFACE TO BE FLUSH AND 709.00 ALIGN PLUG GRAIN TO BOARD 708.00 FRP GRATE, REFER TO 707.00 STRUCTURAL

3'-0"

BINDING EDGE P

32'-10"

29'-1043", 5 EQ RAILING PANELS

1'-212" 1'-6"

3'-0"

FASCIA, SEE MATERIALS SCHEDULE

POST PLATE, ATTACH TO BLOCKING. NOTCH BLOCKING FOR POST PLATE.

PAINTED SEAMLESS 2-1/2"x3-1/2" HSS ON 1/2"x1/2" SPACER 713.00

CABLE RAILING, SEE MATERIALS SCHEDULE

+709.50 FASCIA, SEE MATERIALS SCHEDULE

CABLE RAILING, SEE MATERIALS SCHEDULE

FASCIA, SEE MATERIALS SCHEDULE

METAL BARRIER RAIL, SEE MATERIALS SCHEDULE

3'-0" MAX

0 6'-

MATERIALS SCHEDULE

INTERMEDIATE POST, SEE MATERIALS SCHEDULE

3 4

SEAL

BOARDWALK PLAN A 1/4" = SEE 1'-0" METAL BARRIER RAIL,

END POST, SEE MATERIALS SCHEDULE

TOP RAIL, SEE MATERIALS SCHEDULE

DECKING ON NAILER BOARD AND 2" FRP GRATING, SEE MATERIALS SCHEDULE AND REFER TO STRUCTURAL

NO OPENING TO ALLOW PASSAGE OF A 4" SPHERE

5/4x6 NOM. KEBONY BOARDS. ATTACH TO 1x NOM. NAILERBOARDS WITH COUNTERSUNK STAINLESS STEEL SCREWS, PLUG HOLES, SURFACE TO BE FLUSH AND ALIGN PLUG GRAIN TO BOARD

6'NOTE: 0" 1. ALL DECKING BOARDS AND FASCIA TO BE ATTACHED TO FRAMING WITH STAINLESS STEEL FASTENERS, TYPICAL. 12 6''-0 0" 2. ALL RAILINGS AND POSTS SHALL BE SPACED SUCH " CABLES, THAT A 4" SPHERE CANNOT PASS THROUGH ANY OPENING. 3. REFER TO STRUCTURAL DRAWINGS FOR LOAD REQUIREMENTS.

TOP RAIL, SEE MATERIALS SCHEDULE

1 2

DECKING ON NAILER BOARD CH / LK / CM DRAWN AND 2" FRP GRATING, SEE SS / ED / AW CHECKED MATERIALS SCHEDULE AND REVISIONS REFER TO STRUCTURAL

STAINLESS STEEL THREADED TERMINAL FASTENER

21'-11

RAILING CONNECTION DETAIL

1 1/2" = 1'-0"

15 3'11

NELS ING PA

1 2

67'-10", 17 EQ RAILING PANELS

FRP GRATE, REFER TO STRUCTURAL

FRP GRATE, REFER TO STRUCTURAL NOTES: FASCIA ON BLOCKING, OPTIONS OF: 1. ALL WELDS TO BE GROUND AND 1. 11 GAUGE METAL PLATE " STAINLESS STEEL CABLE, SMOOTHED, TYPICAL. 2. PAINTED MARINE PLYWOOD 3. CUSTOM COLOR AZEK / FRP SEE MATERIALS SCHEDULE 2. NO DISCOLORATION DUE TO WELDING. 4. PERFORATED STAINLESS STEEL 3. ALL METAL TO BE SMOOTH, UNIFORM, PANELING STAINLESS STEEL AND CLEAR OF ANY DEFECTS. THREADED TERMINAL 1 1/2" = 1'-0" FASTENER

TIERED SECTION DETAIL

1'-

CONTINUE OVER POST PLATE

AIL , EQ R 18'-10" 1 TYP 4'-82"

5/4x6 NOM. KEBONY BOARDS. ATTACH TO 1x NOM. NAILERBOARDS POST PLATE, ATTACH TO BLOCKING. WITH COUNTERSUNK STAINLESS NOTCH BLOCKING FOR POST PLATE. STEEL SCREWS, PLUG HOLES, SURFACE TO BE FLUSH AND ALIGN METAL FASCIA ON BLOCKING, PLUG GRAIN TO BOARD

Boardwalk Railing Details DOCUMENTS

STAINLESS STEEL CABLE, SEE MATERIALS SCHEDULE

2" 1'-

16'

0" 8'R1

3 4

0" 4'R2

161/2" = 1'-0"

" BARRIER RAIL DETAIL

0'-

3 4

NOTES: K 1. ALL WELDS TO BE GROUND AND SMOOTHED, TYPICAL. 2. NO DISCOLORATION DUE TO WELDING. 3. ALL METAL TO BE SMOOTH, UNIFORM, AND CLEAR OF ANY DEFECTS.

1 2

FRP GRATE, TO 5/4x6 NOM.REFER KEBONY BOARDS. ATTACH STRUCTURAL TO 1x NOM. NAILERBOARDS WITH METAL FASCIA ON BLOCKING COUNTERSUNK STAINLESS STEEL SCREWS, PLUG HOLES, SURFACE TO BE FLUSH AND ALIGN PLUG GRAIN TO BOARD

5'-11 3 4" T Y

3" "

1'-221"

3 4

5/4x6 NOM. KEBONY BOARDS. ATTACH TO 1x NOM. NAILERBOARDS WITH COUNTERSUNK STAINLESS STEEL SCREWS, PLUG HOLES, SURFACE TO BE FLUSH AND ALIGN PLUG GRAIN TO BOARD

Scale 1/8" = 1'-0”

850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101

B L-7.20

Boardwalk Section

58'-4"

PAINTED SEAMLESS 2-1/2"x3-1/2" HSS ON 1/2"x1/2" SPACER

1 1/2" = 1'-0"

fluidity 724 S. Spring St., Suite 1404 Los Angeles, CA 90014 P: 213-739-9291 D: 312-712-0339

1'-1114"

B L-7.20

TIERED SECTION DETAIL

NOTE: 1. ALL DECKING BOARDS AND FASCIA TO BE ATTACHED TO FRAMING WITH STAINLESS STEEL FASTENERS, TYPICAL. 2. ALL CABLES, RAILINGS AND POSTS SHALL BE SPACED SUCH ISSUED FOR THAT A 4" SPHERE CANNOT PASS THROUGH ANY OPENING. 3. REFER STRUCTURAL DRAWINGS FOR LOAD 50%TOCONSTRUCTION REQUIREMENTS.

Water Feature:

South Garden University of Notre Dame Campus & Religious Plaza Design

Boardwalk Perspective

South Garden Perspective

Ginkgo biloba ‘Princeton Sentr y ‘ Common Name: Columnar Ginkgo

Prayer Plaza

St. Mary’s Lake

South Garden Boardwalk

Prayer Plaza

St. Mary’s Lake P i n u s mu go ‘P u mi l i o‘ C o mmo n N a me: D w a r f M o u n t a i n P i n e

B e t u l a p o p u l i fo l i a ‘W h i te s p i re ‘ C o mmo n N a me: W h i te s p i re B i rch

University of Notre Dame Campus & Religious Plaza Design

LAKES WORLD PEACE PLAZA

Prayer Plaza Section

CLIENT

UNIVERSITY OF NOTRE DAME Facilities Design & Operations 200 Facilities Building Notre Dame, IN 46556

16'

Scale 1/8" = 1'-0”

Prayer Plaza Birdseye

CONSULTANTS P

TOP OF BENCH TO BE SET LEVEL WITH 1% SLOPE AWAY FROM PLAZA CENTER

2'-6"

EASE ALL HORIZONTAL AND VERTICAL EDGES 3/4"

1'-6"

CAST-IN-PLACE CONCRETE SEAT WALL WITH REINFORCEMENT, SEE MATERIALS SCHEDULE AND REFER TO STRUCTURAL

Civil Engineer: Bertsch-Frank & Associates, LLC 811 Lawrence Dr. Ft. Wayne, IN 46804

St. Mary’s Lake

Structural Engineer: N

Frost Engineering & Consulting 201 Lincolnway West, Suite 200 Mishawaka, IN 46544 P: 574-344-5900

Event Lawn

MEP: M

South Garden

ADJACENT PAVING, SEE MATERIALS PLAN Water Feature: L

HELICAL PIER, REFER TO STRUCTURAL

fluidity 724 S. Spring St., Suite 1404 Los Angeles, CA 90014 P: 213-739-9291 D: 312-712-0339

North Garden

Water Feature J

ALT - SEAT WALL TYPE 1 - CONCRETE

1" = 1'-0"

LANDSCAPE MOUND BEYOND

WATER FEATURE SEATWALL BEYOND

SEATWALL BEYOND

EXISTING TOPO

2'-6"

Prayer Plaza

SEATWALL

SEAL

Center plaza provides a big gathering space for different group of people: outdoor class, prayers’ event, cocktail night, etc. The plaza also improves the view to the lake.

1/2" DIA S.S. PIN CONTINUE STONE 1" BELOW FINISHED GRADE

707.32

ADJACENT PAVING, SEE MATERIALS PLAN FOR FOOTINGS AND FOUNDATIONS, REFER TO STRUCTURAL

LAKE 26

STONE SLAB BENCH, SEE MATERIALS SCHEDULE 1" MORTAR LEVELING BED

1'-6"

712.00 711.00 710.00 709.00 708.00 707.00

TOP OF BENCH TO BE SET LEVEL WITH 1% SLOPE AWAY FROM PLAZA CENTER

EMERGENT PLANTING

LAWN

HELICAL PIER, REFER TOPlaza STRUCTURAL University of Notre Dame Campus & Religious Design

24” SAN

ISSUED FOR

50% CONSTRUCTION DOCUMENTS

WORLD PEACE PLAZA D

DRAWN

CH / LK / CM

CHECKED

SS / ED / AW

REVISIONS

ENTRY GARDEN University of Notre Dame Campus & Religious Plaza Design

55 ° '-0

STONE FOUNTAIN SLAB, SEE MATERIALS SCHEDULE

FLUSH

1" MORTAR LEVELING BED, BY MASON

1'-521"

2'-0"

1'-0"

141"

2'-10"

TRANSITIONAL STONE

2'-0"

4" "

2'-0"

3 16

FLUSH

1'-521"

1'-0"

2'-0" FLOOR OF TROUGH BEYOND TO MATCH TOP OF MAT SLAB. 1% SLOPE TO SUCTION

1'-0"

141"

BINDING EDGE

1" MORTAR LEVELING BED, BY MASON

6" SUCTION PIPING WITH ANTI-VORTEX PLATE 6" DISCHARGE PIPING WATERPROOF MEMBRANE

1'-0"

REINFORCED CONCRETE FOUNDATION, REFER TO STRUCTURAL REINFORCED CONCRETE

SECTION ENLARGEMENT 1 1/2" = 1'-0"

LIGHTWEIGHT CONCRETE FILL AUGER CAST PILE, REFER TO STRUCTURAL

ETS Engineering, Inc. 418 21 S. Washington Ave. Royal Oak, MI 48067 P: 248-744-0360

DRAWN

CH / LK / CM

CHECKED

SS / ED / AW

REVISIONS

3/4" = 1'-0"

'-921 "

D L-7.40

Primary Engineering, Inc. 2828 Lake Ave Fort Wayne, IN 46805-5414 P: 260-657-0031

R5'-8 1 2"

fluidity 724 S. Spring St., Suite 1404 Los Angeles, CA 90014 P: 213-739-9291 D: 312-712-0339

R3'-4

R1'-1

2'-221"

GRATE, 1/2" GAP AT GRATE FRAME. SEE MATERIALS SCHEDULE

8/4/2021

DATE

GROUT PERIMETER JOINTS SOLID WITH EPOXY-BASED GROUT, COLOR TO MATCH STONE

ISSUE FOR CONSTRUCTION

ISSUE

WATER FEATURE

NOTE: DIMENSIONS ARE TAKEN TO CENTER OF STONE JOINT GAP. FABRICATION TO ACCOMMODATE JOINT GAP NOTED. PROVIDE SHOP DRAWINGS FOR APPROVAL.

SEAL

3'-521"

WATER FEATURE PLAN

'-0

SHEET

FOUNTAIN BASE, BELOW

L-7.40

A H

SLOPE PAVING 1% TO FOUNTAIN FROM 5 COURSES OF PAVERS, VIF

ISSUED FOR

CONSTRUCTION

D G

GRATE FRAME

'-921 "

PROJECT L-7.40 R5'-8 1 2"

WATERPROOF MEMBRANE R3'-4

R1'-1

2'-221"

CLIENT

UNIVERSITY OF NOTRE DAME Facilities Design & Operations 200 Facilities Building Notre Dame, IN 46556

2'-2 " GROUT SOLID FIRST COURSE OF BRICK 1 2

REINFORCED CONCRETE FOOTING, REFER TO STRUCTURAL

D N

FOUNTAIN BASE, BELOW

SS / ED / AW

OPEN JOINTSEASE STONE EDGES AT OPEN JOINTS

C SLOPE PAVING 1% TO FOUNTAIN FROM 5 COURSES OF PAVERS, VIF

ISSUED FOR

CONSTRUCTION

DRAWN

CH / LK / CM

CHECKED

SS / ED / AW

REVISIONS

Bertsch-Frank & Associates, LLC SECTION 811 Lawrence Dr. ENLARGEMENT

8/4/2021

DATE

ISSUE FOR CONSTRUCTION

ISSUE

WATER FEATURE

Ft. Wayne, 1 1/2" = 1'-0" IN 46804

Frost Engineering & Consulting 201 Lincolnway West, Suite 200 WATER FEATURE PLAN Mishawaka, IN 46544 3/4" = 1'-0" P: 574-344-5900

CH / LK / CM

GROUT PERIMETER JOINTS SOLID WITH EPOXY-BASED GROUT, COLOR TO MATCH STONE

Civil Engineer:

Structural Engineer:

DRAWN CHECKED REVISIONS

SEAL

CONSULTANTS

WATER FEATURE SECTION

WATER FEATURE PLAN 1

8/4/2021

ISSUE FOR CONSTRUCTION

NO DATE ISSUE 3/4" = 1'-0"

WATER FEATURE

Water Feature Plan View A

SHEET

L-7.40

SHEET

Electrical Engineer:

3/4" = 1'-0"

University of Notre Dame Campus & Religious Plaza Design

3'-521"

GRATE FRAME

FOOTING, REFER TO STRUCTURAL

35°

OUR LADY OF THE 1'-0" LAKES WORLD PEACE PLAZA

S.S. GRATE, SEE MATERIALS SCHEDULE

GROUT SOLID FIRST COURSE OF BRICK

Water Feature Section

EPOXY GROUT / SEALANT BETWEEN SLABS, BY MASON

ADJACENT PAVING, SEE MATERIALS PLAN. SLOPE TO FOUNTAIN, 5 COURSES OF BRICK

ISSUED FOR

CONSTRUCTION

'-0

Water Feature:

1" AIR GAP FOR 3/4" MASONRY DRAINAGE MAT CONCEALED ATTACHMENT BRACKET- PRE-DRILL STONE FOR ATTACHMENTS

1'-2 "

GRATE, 1/2" GAP AT GRATE FRAME. SEE MATERIALS SCHEDULE

1'-221"

3/4" = 1'-0"

1 2

STONE FOUNTAIN SLAB, SEE MATERIALS SCHEDULE

1" AIR GAP FOR 3/4" MASONRY DRAINAGE MAT CONCEALED ATTACHMENT BRACKET- PRE-DRILL STONE FOR ATTACHMENTS

35°

2'-0"

2'-10"

621"

HIGH POINT OF TROUGH, SLOPE 1% TO SUCTION

3 16

° 55

621"

Water Feature Elevation

GROUT PERIMETER JOINTS SOLID WITH EPOXY-BASED GROUT, COLOR TO MATCH STONE

1" MORTAR LEVELING BED, BY MASON

FLUSH

4" R2

STONE FOUNTAIN SLAB, SEE MATERIALS SCHEDULE EPOXY GROUT / SEALANT BETWEEN SLABS, BY MASON

850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101

Frost Engineering & Consulting 201 Lincolnway West, Suite 200 Mishawaka, IN 46544 P: 574-344-5900

Plumbing Engineer:

1'-9"

WEIR EDGE

CONCRETE WATER PROOFING, REFER TO FOUNTAIN DRAWINGS

Structural Engineer: N

141"

1" = 1'-0"

Civil Engineer: Bertsch-Frank & Associates, LLC 811 Lawrence Dr. Ft. Wayne, IN 46804

TRANSITIONAL STONE

OPEN JOINTSEASE STONE EDGES AT OPEN JOINTS

SLOPE PAVING 1% TO FOUNTAIN FROM 5 COURSES OF PAVERS, VIF

FOUNTAIN BASE, BELOW

1/4" GAP, TYP PAVER PEDESTALS BUZON DPH-12-PH5

AUGER CAST PILE, REFER TO STRUCTURAL

WATER FEATURE ELEVATION

STONE FOUNTAIN, SEE MATERIALS SCHEDULE

2'-221"

CONSULTANTS

CLIENT

UNIVERSITY OF NOTRE DAME Facilities Design & Operations 200 Facilities Building Notre Dame, IN 46556

18'-0"

2'-10 3 4"

CONTINUOUS EPOXY SEALANT / GROUT AT EDGE OF PERIMETER SLAB

Electrical Engineer:

1'-521" 18

2'-221"

PROJECT

OUR LADY OF THE R1WORLD LAKES PEACE '-1" PLAZA

NOTE: DIMENSIONS ARE TAKEN TO CENTER OF STONE JOINT GAP. FABRICATION TO ACCOMMODATE JOINT GAP NOTED. PROVIDE SHOP DRAWINGS FOR APPROVAL.

ADJACENT PAVING, SEE MATERIALS PLAN. SLOPE TO FOUNTAIN, 5 COURSES OF BRICK

GROUT PERIMETER JOINTS SOLID WITH EPOXY-BASED GROUT, COLOR TO MATCH STONE

9'-

1'-0"

BINDING EDGE

1 1/2" = 1'-0"

R3'-4

3/4" = 1'-0"

The Water feature has 6 languages of prayer texts (English, Spanish, French, Chinese, Arabic, Hindi), which is the significant center piece for the plaza. This fountain is customized by the design team.

850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101

WATER FEATURE SECTION

1'-0"

1 2

CONCRETE WATER PROOFING, REFER TO FOUNTAIN DRAWINGS

LIGHTWEIGHT CONCRETE FILL

1" = 1'-0"

B 2"

R5'-8 1 2"

REINFORCED CONCRETE FOUNDATION, REFER TO STRUCTURAL

WEIR EDGE

SECTION ENLARGEMENT

STONE FOUNTAIN, SEE MATERIALS SCHEDULE

6" SUCTION PIPING WITH ANTI-VORTEX PLATE 6" DISCHARGE PIPING

Detail E

fluidity 724 S. Spring St., Suite 1404 Los Angeles, CA 90014 P: 213-739-9291 D: 312-712-0339

FLOOR OF TROUGH BEYOND TO MATCH TOP OF MAT SLAB. 1% SLOPE TO SUCTION

WATERPROOF MEMBRANE

2'-221"

GRATE FRAME

18'-0"

E L-7.40

1/4" GAP, TYP PAVER PEDESTALS BUZON DPH-12-PH5

CONTINUOUS EPOXY SEALANT GROUT AT EDGE HIGH/ POINT OF TROUGH, SLOPE OF PERIMETER 1% TO SUCTIONSLAB

1'-0"

D L-7.40

E L-7.40

SEAL 18

S.S. GRATE, SEE MATERIALS SCHEDULE

2'-212"

1'-0"

GRATE, 1/2" GAP AT GRATE FRAME. SEE MATERIALS SCHEDULE

Detail D

3'-521"

REINFORCED CONCRETE FOOTING, REFER TO STRUCTURAL

1" AIR GAP FOR 3/4" MASONRY DRAINAGE MAT CONCEALED ATTACHMENT BRACKET- PRE-DRILL STONE FOR ATTACHMENTS

35°

18'-0"

R2"

D L-7.40

GROUT SOLID FIRST COURSE OF BRICK

12 1'-0"

1'-9"

3 16

EPOXY GROUT / SEALANT BETWEEN SLABS, BY MASON

1'-221"

BINDING EDGE

2'-0"

621"

BINDING EDGE

2'-10 3 4"

Water Feature:

3/4" = 1'-0"

'-921 "

2'-212"

2'-10 3 4"

D L-7.40

WATER FEATURE ELEVATION

1'-9"

WEIR EDGE

9'-

1" = 1'-0"

Prayer Plaza Water Feature Perspective

9'5"

TRANSITIONAL STONE

Prayer Plaza Water Feature Detail

Fort Wayne, IN 46805-5414 P: 260-657-0031

JOINTS SOLID WITH EPOXY-BASED GROUT, COLOR TO MATCH STONE

2'-0"

CONTINUOUS EPOXY SEALANT / GROUT AT EDGE OF PERIMETER SLAB

18'-0"

ETS Engineering, Inc. 418 21 S. Washington Ave. Royal Oak, MI 48067 P: 248-744-0360

University of Notre Dame Campus & Religious Plaza Design

North Garden Section

MOUNTABLE CURB

16'

Scale 1/8" = 1'-0”

North Garden Perspective

EXISTING TOPO SEATWALL

LAWN

RETAINING WALL

713.00 712.00 711.00 710.00 709.00 708.00 707.00

707.32

LAKE 30

The north garden creates a quite & close space for seating and thinking. The big existing tree remains to provide nice shade. EMERGENT PLANTING

University of Notre Dame Campus & Religious Plaza Design

POROUS ASPHALT PAVING

NORTH GARDEN

PLANTING AREA

POROUS ASPHALT PAVING University of Notre Dame Campus & Religious Plaza Design

Chicago, IL

Berghorst Residence

Project Type: Residential Design Time: Fall 2016 - Spring 2020 Area: 92,000 SF (8,600 M2)

Overall Plan

NORTH GARDEN ENTRY DRIVE

10'

20'

Scale 1" = 20'-0”

40'

RETAINING WALL

VEGETABLE GARDEN

TRAM TRAM UTILITY ACCESS

GARAGE COURT KITCHEN WALK OUT DECK

SPA

BEACH TERRACE

LOWER TERRACE

MOTOR COURT

UPPER TERRACE

ENTRANCE GARDEN

GROTTO FOUNTAIN

LAWN

POOL

LOWER TERRACE

WOOD STORAGE SOUTH GARDEN

RETAINING WALL

BLUFF ACCESS

SERVICE COURT

34 Project Berghorst Title Here 8 Residence Private December 2021 Residence Park Design

Berghorst Residence Private Residence Park Design

Entry Court Plan Enlargement

850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101 1

PRIVATE RESID

850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101 R

PRIVATE RESIDENCE

13'-841" TW: 6'-3"664.50

13'-841"

1203 WHITEBRIDGE HILL ROAD WINNETKA, IL 60093

13'-941"

721"

1 2

7" 1 2

4'-7"

R3'-0"

721"

1'-434"

DRIVE COURT DRIVE COURT WALL FRONT ELEVATION

1/4" = 1'-0"

BW: 658.53

9'-6 " 1 4

BW: 658.53

9'-641"

ARCHITECT: NORTHWORKS ARCH. & PLANNERS 1512 N THROOP STREET CHICAGO, IL 60642

BW: 658.53

114"

BW: 658.60

9'-6 " 1 4

334"

BW: 658.60

1 2

BW: 658.53

341"

BW: 658.60

BW: 658.53 314"

Garage Court

BW: 658.53 5"

Cobble Driveway

BW: 658.53

1 4

9'-641"

334"

4'-7"

241"

3'-11" 2'-8"

6'-6" 1'-434"

BW: 658.60

114"

CONSULTANTS

WALL FRONT ELEVATION

FRONT COURT WALL DETAIL ELEVATION

SURVEYOR / CIVIL ENGINEER: BLECK ENGINEERING COMPANY INC. 1375 NORTH WESTERN AVE LAKE FOREST, IL 60045

1 1/2" = 1'-0"

STRUCTURAL ENGINEER: THE STRUCTURAL SHOP LTD. 9601 RIVER ST SCHILLER PARK, IL 60176

FRONT COURT WALL DETAIL ELEVATION

STRUCTURAL ENGINE THE STRUCTURAL SHO 9601 RIVER ST SCHILLER PARK, IL 601 M

GENERAL CONTRACTO BULLEY & ANDREWS, L 1755 W. ARMITAGE AVE CHICAGO, IL 60622

'-0

GENERAL CONTRACTOR: BULLEY & ANDREWS, LLC 1755 W. ARMITAGE AVE, CHICAGO, IL 60622

7'-7"

MECHANICAL ENGINEER: DILIGENT DESIGN GROUP 135 S LASALLE ST, CHICAGO, IL 60604

'-0 R3

4'-0"

1'-6"

7'-7"

4'-0"

DRIVE COURT WALL SIDE ELEVATION 1/4" = 1'-0"

DRIVE COURT WALL SIDE ELEVATION

KEY PLAN

1/4" = 1'-0"

SLATE SHINGLE CAP

1'-4"

(4) #5 CONT. REINFORCED BARS

FAUX GATE HARDWARE: KNOB: ROCK

REVISIONS #6 VERTICAL @ 24" O.C. MOUNTAIN HARDWARE NO. K211 'MINI

9" 721"

1'-10" 4"

2'-8"

PROVIDE 7" EMBED INTO FOOTING WITH 9" HOOK

3" 2'-8"

ROUND GROOVE 4x8 DRAWN BRICKQUARTER TO MATCH ALL SIDES OF PANEL ARCHITECTURE KG, NF, XH CHECKED

ROSWELL,' BRONZE DARK FINISH 27 2019/10/16 PLANTING UPDATES ESCUTCHEON: ROCK MOUNTAIN 26 2019/09/09 PLANTING UPDATES HARDWARE NO. E702 2-1/2" x 9", 25 2019/08/07 DRIVEWAY CONCRETE JOINTING BRONZE DARK FINISH

DRIVEWAY EXTENSION 25 2019/07/26 CONCRETE TO MATCH HOUSE WATER 026DECORATIVE UPDATE 24 2019/07/02 TABLE. TOP @ASI+660 TO ALIGNHINGE WITH ASI 023 UPDATE 23 2019/07/02 HOUSE WATER TABLE.

1" = 1'-0"

4'-7"

DRIVE COURT WALL ENLARGED ELEVATION

FRONT COURT WALL SECTION 1 1" = 1'-0"

17 2018/11/12 ISSUE FOR CONSTRUCTION (PROGRESS)

PITCH

FRONT COURT WALL SECTION 2 1" = 1'-0"

VARIES, SEE GRADING PLAN

PITCH

16 2018/10/25 ISSUE FOR CONSTRUCTION (PROGRESS)

DATE

ISSUE

SHEET

SITE DETAILS DRIVE COURT WALL

SEAL

PITCH

ISSUED FOR

CONSTRUC

341"

(4) #4 HORIZONTAL BARS AT CONCRETE WATER TABLE

(4) #4 BARS AT 19 HORIZONTAL 2019/04/08 METAL UPDATE ISSUE FOR CONSTRUCTION CONCRETE TABLE 18 2019/03/21 WATER

1'-11"

1'-434"

CONCRETE TO MATCH HOUSE WATER TABLE. TOP @ +660 TO ALIGN WITH HOUSE WATER TABLE.

VARIES, SEE GRADING PLAN 1"

Berghorst Residence Private Residence Park Design

2'-8"

6'-0"

1'-434"

621"

1'-11"

1'-434"

4x8 BRICK TO MATCH ARCHITECTURE

20 2019/05/05 PERMIT UPDATE

1'-4"

1'-0"

#6 VERTICAL @ 24" O.C.

28 2019/10/16 ASI 044 - BLUFF RAILING

2'-2"

MORTAR JOINT ABOVE FLASHING

BRICK WAFFLE

CONSTRUCTION

1 2"

1" THICK BASE PANEL (MATCH GARAGE DOOR DESIGN)

(4) #5 CONT. REINFORCED BARS

1'-2"

4'-7"

PROVIDE 7" EMBED INTO FOOTING WITH 9" HOOK

ALIGN

TRIM SURROUNDING PANEL SET 12" BELOW FRAME MASONRY COLUMN, ISSUED FOR SEE L-7.03

721"

EQ 2

EQ 3

3'-6" MIN. COVER

EQ 3

3'-6" MIN. COVER

4'-7"

R3'-0"

EQ 2

SLATE SHINGLE CAP

4"X 4"

VARIES, SEE GRADING PLAN

PITCH

2 FULL BRICK

ABOVE FLASHING 3 3

MAX 6'-0"

FULL BRICK HALF BRICK

MAX 6'-0"

2'-8"

6'-0"

PITCH

212" CEDAR WOOD FRAME - PROVIDE 1SAMPLES TO LANDSCAPE ARCHITECT 2" MORTAR JOINT PRIOR TO FABRICATION

CONCRETE TO MATCH HOUSE WATER TABLE. TOP @ +6601'-2" TO ALIGN WITH HOUSE WATER TABLE. (4) #4 HORIZONTAL BARS AT CONCRETE WATER TABLE

VARIES, SEE GRADING PLAN

PITCH

TOP OF GATE WITH SLIGHT POINT OR PITCH BACK

#6 VERTICAL @ 24" O.C.

CONCRETE TO MATCH HOUSE WATER TABLE. TOP @ +660 TO ALIGN WITH HOUSE WATER TABLE.

SLATE SEALSHINGLE CAP

4x8 BRICK TO MATCH ARCHITECTURE

1 2

2'-2"

1'-0"

'-2"

7'-0"

7" 1 2

#6 VERTICAL @ 24" O.C.

EQ 3

R3'-0"

MAX 6'-0"

4x8 BRICK TO MATCH ARCHITECTURE

R3'-0"

MAX 6'-0"

(4) #4 HORIZONTAL BARS AT CONCRETE WATER TABLE

F L-7.03

1"X1" ORNATE METAL FRAME G

BRICK WAFFLE

2 FULL BRICK

1'-434"

F L-7.03

MORTAR JOINT ABOVE FLASHING

PROPERTY LINE

FULL BRICK HALF BRICK

1 2"

1'-2"

PROPERTY LINE

Entry Court

Front Garden

'-9

MORTAR JOINT ABOVE FLASHING

KEY PLAN

'-2

1 2"

1'-2"

INTERIOR DESIGNER: ALEXA HAMPTON 654 MADISON AVE, 21T NEW YORK, NY 10065

PROPERTY LINE

SLATE SHINGLE CAP

MECHANICAL ENGINEE DILIGENT DESIGN GRO 135 S LASALLE ST, CHICAGO, IL 60604

7'-0"

INTERIOR DESIGNER: ALEXA HAMPTON 654 MADISON AVE, 21TH FLOOR NEW YORK, NY 10065

SURVEYOR / CIVIL ENG BLECK ENGINEERING 1375 NORTH WESTERN LAKE FOREST, IL 6004

1 1/2" = 1'-0"

1'-6"

ARCHITECT: NORTHWORKS ARCH. 1512 N THROOP STREE CHICAGO, IL 60642

721"

1'-434"

721"

1 4

1 2

1'-434"

214"

13'-941"

3'-11" 2'-8"

TW: 664.50

6'-6"

6'-0"

TW: 664.50

CONSULTANTS

721" 241"

R3'-0"

13'-841"

CLIENT

TW: 664.50 "

13'-814"

6'-0"

13'-941"

CLIENT

PROJECT

6'-3"

214"

13'-841"

13'-814"

1203 WHITEBRIDGE HIL WINNETKA, IL 60093

1 2

13'-941"

PROJECT

PITCH

Berghorst Residence Private Residence Park Design D

DRAWN

Entry Court Current Photo

Berghorst Residence Private Residence Park Design

Entry Court Current Photo

Berghorst Residence Private Residence Park Design

135 S LASALLE ST, CHICAGO, IL 60604

3'-6"

North Garden & Pool Terrace

BLUESTONE STOOP PATTERN TBD WITH NORTHWORKS

4'-6"

5'-10"

NLARGEMENT

1755 W. ARMITAGE AVE, CHICAGO, IL 60622

INTERIOR DESIGNER: L MECHANICAL ENGINEER: ALEXA HAMPTON DILIGENT DESIGN GROUP 654 MADISON AVE, 21TH FLOOR 135 S LASALLE ST, NEW YORK, NY 10065 CHICAGO, IL 60604

KEY PLAN

Trellis

INTERIOR DESIGNER: ALEXA HAMPTON 654 MADISON AVE, 21TH FLOOR NEW YORK, NY 10065

KEY PLAN

NORTH GARDEN ENLARGEMENT

Vege Garden

1/4" = 1'-0"

H G

North Garden

SEAL G F

SEAL

F E

5'-6"

ISSUED FOR

CONSTRUCTION HAND CARVED CENTRAL FOUNTAIN, BY OWNER PLANTING BED TO BE SET 1" BELOW 5'-6" THE TOP OF THE CONCRETE

(2) 1" PVC SLEEVES FOR WATER AND ELECTRIC. COORDINATE WITH BULLEY AND ANDREWS 5'-6"

8'' THICK REINFORCED CONCRETE SLAB

1'-6" 12" WIDE FORMED CONCRETE FOUNDATION WALL TO FROST DEPTH 12"D CONCRETE SONOTUBES TO FROST DEPTH

1'-6"

12"D CONCRETE SONOTUBES TO FROST DEPTH

#5 REBAR @ 12" OC HORIZONTAL AND VERTICAL

DRAWN CHECKED

KG, NF, XH

1" PVC OVERFLOW DRAIN, TIE INTO DRAINAGE SYSTEM PER BOILINI

27 2019/10/16 PLANTING UPDATES 26 2019/09/09 PLANTING UPDATES

DRAWN 25 2019/08/07 DRIVEWAY CONCRETE JOINTING D

CHECKED

24 2019/07/02 ASI 026 UPDATE

REVISIONS

23 2019/07/02 ASI 023 UPDATE

28 2019/10/16 ASI 044 - BLUFF RAILING

20 2019/05/05 PERMIT UPDATE

27 2019/10/16 PLANTING UPDATES

19 2019/04/08 METAL UPDATE

26 2019/09/09 PLANTING UPDATES 18 2019/03/21 ISSUE FOR CONSTRUCTION25 2019/08/07 DRIVEWAY CONCRETE JOINTING 17 2018/11/12 ISSUE FOR CONSTRUCTION (PROGRESS) 25 2019/07/26 DRIVEWAY EXTENSION C

16 2018/10/25 ISSUE FOR CONSTRUCTION (PROGRESS) 24 2019/07/02 ASI 026 UPDATE

12" WIDE FORMED CONCRETE FOUNDATION WALL TO FROST DEPTH

DATE

ISSUE

23 2019/07/02 ASI 023 UPDATE

SHEET 20

2019/05/05 PERMIT UPDATE

19 2019/04/08 SITE DETAILS - NORTH GARDEN 18 2019/03/21 ENLARGEMENT

#5 REBAR @ 12" OC HORIZONTAL AND VERTICAL

METAL UPDATE ISSUE FOR CONSTRUCTION

17 2018/11/12 ISSUE FOR CONSTRUCTION (PROGRESS)

L-7.60

16 2018/10/25 ISSUE FOR CONSTRUCTION (PROGRESS)

DATE

ISSUE SHEET

SITE DETAILS - NORTH GARDEN ENLARGEMENT

1/2" = 1'-0"

Berghorst Residence Private Residence Park Design

KG, NF, XH

25 2019/07/26 DRIVEWAY EXTENSION

CONSTRUCTION

28 2019/10/16 ASI 044 - BLUFF RAILING

NORTH GARDEN FOUNTAIN DETAIL

ISSUED FOR

REVISIONS

HAND CARVED CENTRAL FOUNTAIN, BY OWNER PLANTING BED TO BE SET 1"DRAIN, BELOW THE TOP 1" PVC OVERFLOW OF THE CONCRETE TIE INTO DRAINAGE SYSTEM PER BOXWOOD BOILINI HEDGE SEE PLANTING PLAN 12" WIDE FORMED CONCRETE FOUNDATION WALL TO FROST DEPTH

8'' THICK REINFORCED CONCRETE SLAB

12" WIDE FORMED CONCRETE FOUNDATION WALL TO FROST DEPTH

OUNTAIN DETAIL

BOXWOOD HEDGE SEE PLANTING PLAN

(2) 1" PVC SLEEVES FOR WATER AND ELECTRIC. COORDINATE WITH BULLEY AND ANDREWS

5'-6"

3'-6"

EQ.2

5'-10"

4'-6"

Berghorst Residence Private Residence Park Design

C L-7.35

14"

North Garden & Pool Terrace

SAFETY RAILING TO MATCH BLUFF TERRACE RAIL 6'-234"

6" 634"

Trellis

841" 3 4"

4'-0" 3'-1021"

4'-6 21" "

3 4

3'-4"

3'-2"

Vege Garden

North Garden

4" MAX LOWER BAR 3/4"x1-1/2" STEEL BAR

BLUFF ACCESS GATE

Berghorst Residence

Berghorst Residence Private Residence Park Design

GATE LATCH, PER MANUFACTURE REQUIREMENT

SELF CLOSING GATE HINGE CONNECTION TO POST

SEPTEMBER 6TH, 2019 Scale: 1"=1'-0"

Berghorst Residence Private Residence Park Design

INTERIOR EDGE OF COPING

North Garden & Pool Terrace

GROTTO FOUNTAIN TRIM DETAIL

3" = 1'-0"

INTERIOR EDGE OF VENEER

SPOUT DETAIL

1 1/2" = 1'-0"

SPOUT SECTION

1 1/2" = 1'-0"

GENERAL CONTRACTOR: BULLEY & ANDREWS, LLC 1755 W. ARMITAGE AVE, CHICAGO, IL 60622

141"

1'-341"

321

3" 2"

1'-0"

SPOUT SECTION 2

1 1/2" = 1'-0"

INTERIOR DESIGNER: ALEXA HAMPTON 654 MADISON AVE, 21TH FLOOR NEW YORK, NY 10065

INDIANA LIMESTONE EDGE EDGE OF WALL

441"

114"

1'-1"

541"

BS 648.15

BS 648.15 4" x 8" CMU BLOCK

3" = 1'-0"

1 1/2" = 1'-0"

SPOUT SECTION

1 1/2" = 1'-0"

" 1 2

SPOUT SECTION 2 1 1/2" = 1'-0"

1'-6"

SPOUT DETAIL

MECHANICAL ENGINEER: DILIGENT DESIGN GROUP 135 S LASALLE ST, CHICAGO, IL 60604

EQ.

GE OF COPING

9'-741"

T/SLAB 646.36

EQ.

CONSTRUCTION

541"

ADJACENT PAVING

BS 648.15

INTERIOR DESIGNER: ALEXA HAMPTON 654 MADISON AVE, 21TH FLOOR NEW YORK, NY 10065

DRAWN CHECKED

KG, NF, XH

REVISIONS 28 2019/10/16 ASI 044 - BLUFF RAILING 27 2019/10/16 PLANTING UPDATES 26 2019/09/09 PLANTING UPDATES

GRANITE VENEER, FULLY MORTAR TO CONCRETE

25 2019/08/07 DRIVEWAY CONCRETE JOINTING

25 2019/07/26 DRIVEWAY EXTENSION 24 2019/07/02 ASI 026 UPDATE 23 2019/07/02 ASI 023 UPDATE 20 2019/05/05 PERMIT UPDATE 19 2019/04/08 METAL UPDATE 18 2019/03/21 ISSUE FOR CONSTRUCTION

CONCRETE FOOTING, SEE STRUCTURAL

17 2018/11/12 ISSUE FOR CONSTRUCTION (PROGRESS)

SEE TSS SHEETS FOR CONNECTION

B L-7.40

T/SLAB 646.36

UPPER TERRACE 659.67

ION

521"

2" 2'-341"

GENERAL CONTRACTOR: BULLEY & ANDREWS, LLC 1755 W. ARMITAGE AVE, CHICAGO, IL 60622

141"

521"

GROTTO FOUNTAIN TRIM DETAIL

ISSUED FOR

INDIANA LIMESTONE CUT INDIANA LIMESTONE COPING

1'-541" 4"

R4'-9 3 4"

721"

114"

1 2

1'-9" VARIES

321"

1 2

1 4

1 2

SURVEYOR / CIVIL ENGINEER: BLECK ENGINEERING COMPANY INC. 1375 NORTH WESTERN AVE LAKE FOREST, IL 60045

STRUCTURAL ENGINEER: THE STRUCTURAL SHOP LTD. 9601 RIVER ST SCHILLER PARK, IL 60176

621"

6" 1021"

R3"

3" 1'-341"

VARIES

321" 1021"

1'-9"

541" 1'-1"

121"

921"

434"

SEAL

CUT INDIANA LIMESTONE VENEER TRIM

ALIGN

R3"

R21"

121"

'-1

434"

141"

1'-0"

1121"

1'-9"

141" 141" 112"

14" 1" 1 2

" "

134"

11 "

1 2

2" R21"

1 2

'-1

1 2

1'-9"

114"

3" = 1'-0"

FOUNTAIN EDGE ENLARGEMENT

'-3

STONE VENEER FOLLOWING CURVED INTERIOR, CUSTOMIZE STONE SIZE TO MAKE RADIATION PATTERN

121"

STONE VENEER FOLLOWING CURVED INTERIOR, CONSULTANTS CUSTOMIZE STONE SIZE TO MAKE ARCHITECT: RADIATION PATTERN, NORTHWORKS ARCH. & PLANNERS SEE ELEVATION 1512 N THROOP STREET CHICAGO, IL 60642

10"

3 4

721"

1 2

612"

114"

3" 321"

KEY PLAN

12'-2"

714"

1 2

BACK FILL GRANITE 850 West Jackson Blvd STONE VENEER Suite 800 CUT INDIANA LIMESTONE Chicago, Illinois 60607ARCH VENEER Tel: 312.492.6501 SET-BACK PANEL WITH Fax: 312.492.7101 STIPPLE TEXTURE ROUNDED BORDER PROJECT RADIAL PATTERN WITH DARK SHADOW LINES PRIVATE RESIDENCE 1203SHORT WHITEBRIDGE HILL ROAD METAL SPOUT WINNETKA, IL 60093 CUT INDIANA CLIENT LIMESTONE VENEER TRIM RADIUS BREAK LINE

421"

3 4

712"

" 1 4

421"

R22" 1

3 4

1" = 1'-0"

2'-541"

1'-514" "

1 4

GROTTO FOUNTAIN ENLARGEMENT

6'-11 "

5'-2"

4'-1041"

1 4

6'-021"

914"

1'-9"

5'-214"

E OF VENEER

16 2018/10/25 ISSUE FOR CONSTRUCTION (PROGRESS)

DATE

ISSUE SHEET

SITE DETAILS - GROTTO FOUNTAIN

STONE EDGE

LL J

KEY PLAN

4'-1041"

12'-2"

6'-1114"

SEAL

CUT INDIANA LIMESTONE VENEER TRIM 5'-2"

1" '-1 R5

6'-021"

STONE VENEER FOLLOWING CURVED INTERIOR, CUSTOMIZE STONE SIZE TO MAKE RADIATION PATTERN

R4'-9 3 4"

ISSUED FOR

CONSTRUCTION

INDIANA LIMESTONE

1'-1"

CUT INDIANA LIMESTONE COPING

9'-741"

T/SLAB 646.36

541"

10"

ADJACENT PAVING

721"

421"

714"

521"

2" 2'-541"

4" x 8" CMU BLOCK

2'-341"

BS 648.15

ALIGN

48.15

MECHANICAL ENGINEER: DILIGENT DESIGN GROUP 135 S LASALLE ST, CHICAGO, IL 60604

UPPER TERRACE 659.67

BUILT CONDITION EXTERIOR EDGE OF COPING

STONE EDGE

E OF COPING

1 2

121"

BS 648.15

DRAWN CHECKED

KG, NF, XH

REVISIONS 28 2019/10/16 ASI 044 - BLUFF RAILING 27 2019/10/16 PLANTING UPDATES 26 2019/09/09 PLANTING UPDATES

GRANITE VENEER, FULLY MORTAR TO CONCRETE

25 2019/08/07 DRIVEWAY CONCRETE JOINTING

25 2019/07/26 DRIVEWAY EXTENSION 24 2019/07/02 ASI 026 UPDATE 23 2019/07/02 ASI 023 UPDATE 20 2019/05/05 PERMIT UPDATE 19 2019/04/08 METAL UPDATE 18 2019/03/21 ISSUE FOR CONSTRUCTION

SEE TSS SHEETS FOR CONNECTION

B L-7.40

CONCRETE FOOTING, SEE STRUCTURAL

17 2018/11/12 ISSUE FOR CONSTRUCTION (PROGRESS)

16 2018/10/25 ISSUE FOR CONSTRUCTION (PROGRESS)

DATE

ISSUE SHEET

SITE DETAILS - GROTTO FOUNTAIN

Berghorst Residence Private Residence Park Design

North Garden & Pool Terrace

Berghorst Residence Private Residence Park Design

Arlingtron, VA

Amazon HQ Plaza

Project Type: Commercial Plaza Time: Fall 2018 - Present (Construction Phase) Area: 186,000 SF (17,280 M2)

ALIGN

EX 2" EJ

8'-10" VIF

1° 10

1'-6"

20'-9" VIF, 3 EQ PANELS

ALIGN

ALIGN EJ

7'-5" VIF

6'-3" VIF

ALIGN

1'-6"

ALIGN

EJ EJ

2'-0" VIF

ALIGN

14'-9" VIF, 3 EQ PANELS

14'-9" VIF

ALIGN EJ

ALIGN

8'-2" VIF

11'-6" VIF 1'-6"

ALIGN 12 2° ALIGN

ALIGN

IJ EQ EQ EQ EQ

9'-7" VIF 2 EQ PANELS 33'-0"

9'-7" VIF 2 EQ PANELS ALIGN

90°

ALIGN

" '-8

ALIGN

Structura

ALIGN

'-0

'R6 7'-11"

ALI

FRS Design P.O. Box 7 167 S. Lexing Spring Green Tel: 608.588.

ALIGN

Soils

ALIGN

Pine & Swallo 867 Boston R Groton, MA 0 Tel: 978.448.

EJ ALIGN

KEY PLA

33'-11" VIF

2°

29'-7"

23'-1"

Tadjer Cohen 1501 Farm Cr Mclean, VA 2 Tel: 301.587.

Irrigation

EX 2" EJ

ALIGN

18'-0 10

5'-

2" 6'-

Gensler 2020 K Stree Washington, Tel: 202.721.

ALIGN

142°

48'-9"

10'-6 VIF " ALIGN

ALIGN

ALIGN EJ

45'-1"

EX 2" EJ EQ

EX 2" EJ

133°

28'-1

Bowman Con 12355 Sunris Reston, VA 2 Tel: 703.464.

Architect

ALIGN

'-4" 15

EQ EQ EQ EQ

EX 2" EJ

9'-10"

119

ALIGN

EX 2" EJ

9'-10" VIF, 2 EQ PANELS

ALIGN

4° 10

14'-4" VIF, 2 EQ PANELS

'-6

ALIGN

EJ EJ

ALIGN

EX 2" EJ

ALIGN

28'-4" VIF, 9'-3" VIF, 4 EQ PANELS 2 EQ PANELS

ALIGN

15'-1" VIF, 2 EQ PANELS

8'-7

CONSU

ALIGN

EX 2" EJ

CLIENT

JBG SMITH P 4747 Bethesd Bethesda, MD 240-333-360

ALIGN

Arlingto

'-7

ALIGN

241-2 PLAZ

25'-1"

ALIGN

16'-7"

0°

3'-6"

79'-11"

ALIGN

129°

3 10

EJ ALIGN

ALIGN

" VI

ALIGN

2 EQ PANELS

ALIGN

6'-6

EX 2" EJ

149°

20'-11"

13 '-1 VIF 1"

17'-0" VIF

7° 11

EX 2" EJ

11'-10", 2 EQ PANELS

EX 2" EJ ALIGN

ALIGN

EX 2" EJ

26'-8" VIF

21'-2" VIF

28'-7"

IJ 20'-0" VIF, 2 EQ PANELS EX 2" EJ EQ

20'-10" VIF, 3 EQ PANELS

23'-6" VIF, 3 EQ PANELS

850 We Suite 8 Chicago Tel: 31 Fax: 31

Civil Engi

ALIGN

V 5"

106°

13'-4" VIF, 2 EQ PANELS

ALIGN

EQ EQ

19'-11" VIF, 2 EQ PANELS IJ

EX 2" EJ

19'-5" VIF, 3 EQ PANELS

ALIGN

38'-4

ALIGN

1°

30'-1"

C RYSTA L D R IVE

ALIGN

96'-2"

ALIGN

26'-5" VIF

ALIGN EJ

ALIGN ALIGN

ALIGN

6'-3"

ALIGN

112

17'-1"

ALIGN

" VIF

9°

ALIGN

4'-5"

23'-6" VIF, 4 EQ PANELS

18'-6

23'-2" VIF, 3 EQ PANELS

27'-2" VIF

ALIGN

IJ EJ

ALIGN CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING ARCHITECTURE AND COLUMNS, TYP

ALIGN

23'-3" VIF

33'-3"

21'-7"VIF, 4 EQ PANELS

45'-1" VIF EQ EQ

IJ 22'-0" VIF, 3 EQ PANELS

ALIGN

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING ARCHITECTURE AND COLUMNS, TYP

3'-7" VIF

ALIGN

SLOPE 3'-9" PLANTER10" MIN, 21'-7" VIF VIF 36"MAX

1'-8"

ALIGN

151°

VIF

S. BEL L ST R EET

19'-2" VIF, 3 EQ PANELS

10'-9", 2 EQ PANELS

ALIGN

18'-7"

'-6

12'-9

ALIGN

EX 2" EJ

ALIGN

IJ 20'-1", 3 EQ PANELS

ALIGN

EX 2" EJ

34'-4"

ALIGN

EX 2" EJ

ALIGN

ALIGN EJ

109°

ALIGN

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING ARCHITECTURE AND COLUMNS, TYP

ALIGN

143°

251 18T H ST R EET

MARKE TI N G CE N TE R

CONTINUOUS ISOLATION JOINT AT BACK OF EXISTING CONCRETE CURB TO REMAIN, TYP

ALIGN

95°

ALIGN

154°

9'-2" VIF

ALIGN

° 85

13'-0" 161°

ALIGN

16'-4" VIF

" 11'-3 VIF

7'-9" VIF

103

ALIGN

104°

EX 2" EJ

ALIGN

25'-6

IJ ALIGN

40'-5" VIF

ALIGN

105

ALIGN

28'-1"

EX 2" EJ

ALIGN

50'-5" VIF, 2 EQ PANELS

ALIGN EJ

ALIGN

EX 2" EJ

° 129

EX 2" EJ

ALIGN

EQ1

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING ARCHITECTURE, TYP

EJ IJ

30'-4" VIF

IJ ALIGN

ALIGN

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING ARCHITECTURE AND COLUMNS, TYP

ALIGN

IJ EQ

ALIGN

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING ARCHITECTURE AND COLUMNS, TYP

15'-11"

6°

ALIGN 3'-0"

ALIGN

V 8"

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING ARCHITECTURE AND COLUMNS, TYP

ALIGN

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING CONCRETE, TYP

ALIGN IJ

28'-5" VIF EJ

ALIGN

BUS

34'-11" VIF

EX 2" EJ

ALIGN

ALIGN IJ

ALIGN

3'-0" ALIGN

ALIGN

IJ EQ

EQ1

17'-9" VIF

ALIGN

124°

27'-2"

° 54

ALIGN

1770 CRYS TAL DR I VE

SLOPE METAL PLANTER EDGE TO MEET EXISTING GRADE

ALIGN

EQ1

IJ ALIGN

ALIGN

IJ ALIGN

ALIGN

'-5

ALIGN

EX 2" EJ

ALIGN

EX 2" EJ

ALIGN

EJ EX 2" EJ

ALIGN

19'-4"

ALIGN ALIGN

EX 2" EJ

° 95

138°

° 90

ALIGN

35'-0

119°

° 98

19'-11", 2 PANELS

1 6'-

ALIGN

30'-9" VIF

17'-0" VIF

ALIGN

IJ ALIGN

10'-0" VIF, 2 EQ PANELS

ALIGN

EX 2" EJ

ALIGN

ALIGN ALIGN

9'-2"

ALIGN

23'-0", 2 PANELS

57'-0"

IJ 17'-0", 2 PANELS

EJ CONTINUOUS ISOLATION JOINT AT BACK OF EXISTING CONCRETE CURB TO REMAIN, TYP

ALIGN

2 4 1 1 8 TH STRE E T

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING CONCRETE, TYP

20'-2", 2 PANELS

CDR THE ATER

90 °

ALIGN

Overall Layout Plan

ALIGN

Scale 1" = 20'-0”

ALIGN

40'

17'-1", 2 EQ PANELS

20'

10'

ALIGN

Overall Site Plan

10"

" R16'-0

-6"

5'-1

3'-4"

6'-1

8" 8'-

" '-7 R3

ALIGN

17'-8" VIF, 2 EQ PANELS

13'-6"

16'-2" VIF 2 EQ PANELS

3 5 E 7'-3 Q " VIF PA NE LS

R4'-0"

19'-1 1" 2 PANE EQ LS

6'0"

'-7

'-5"

ISSUED

Q 2E '-4" LS 14 ANE P

R7'-9

6'-0"

R8'-3"

R93'-5"

" VIF LS 39'-4 ANE QP 5E

R92'-

14'-4

30'-6

ALIGN EJ

1'-

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING STRUCTURES TO REMAIN, TYP

ALIGN ALIGN ALIGN

ALIGN

18'-11" 3 EQ PANELS

ALIGN

CONTINUOUS ISOLATION JOINT AT BACK OF EXISTING CONCRETE CURB TO REMAIN, TYP

PAVEMENT ABUTS EXISTING STRUCTURES TO REMAIN, TYP

CHECK

FOR LAYOUT AT RAMPS, REFER TO CIVIL

REVISIO

IJ 18'-10" VIF 2 EQ PANELS

92'-7" VIF, 10 EQ PANELS IJ

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE

ALIGN

" 8'-0

6'-

EJ IJ

2'-

" '-4 20 Q 3 E ELS N PA

11'-0" VIF 2 EQ PANELS

"V 4 E IF PAN Q ELS

ALIG

DRAWN

0'-

R1 2'VIF 5"

" 12'-7 ELS PAN

2 EQ

" 2 EQ

PANE LS

ALIG

R10

Amazon HQ Plaza Commercial Plaza Design

SEAL

'-6"

'46

R93'-5"

N ALIG EJ

R4'-6"

15'-9"

R37

EJ N ALIG N ALIG

4'-4"

8'-

'-0

R87'-11

CONTINUOUS ISOLATION JOINT WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING CONCRETE, TYP

6'-0

6'-

0 0'-

6'-

40'-2" VIF ELS 5 EQ PAN R7

ALIGN EJ

CONTINUOUS ISOLATION JOINT AT BACK OF EXISTING CONCRETE CURB TO REMAIN, TYP

FUTURE N E W ME TRO STATI ON

32'-1" VIF, 4 EQ PANELS

'-8

154°

8'-2"

6'-2"

1°

ALIGN

6'-6"

EX 2" EJ

° 78 1 3

71'-10"

8'-1"

ALIGN

16'-2

ALIGN

22'-3", 2 EQ PANELS

7'-5"

128°

R8'

71'-8"

13'-11", 2 EQ PANELS

ALIGN

'-0

ALIGN

2'-

'-6

EX 2" EJ

4'-0

'-9"

'-9

138°

19'-3" VIF, 2 EQ PANELS

31'-5

ALIGN

EX 2" EJ

" '-7

'-4"

26'-1 IJ

EX 2" EJ

ALIGN

EX 2" EJ

ALIGN

'-4"

2°

IJ EX 2" EJ

6'-2"

ALIGN

0°

EX 2" EJ

ALIGN

EX 2" EJ

FOR LAYOUT AT RAMPS, REFER TO CIVIL

Amazon HQ Plaza Commercial Plaza Design

VARIES 8" MIN

SHOP WELD METAL CLADDING AT CORNER AND GRIND SMOOTH

2'-021" MAX

1'-6 4'-

11 1 4"

VARIES 1'-0" MIN 2'-2" MAX

GALVANIZED TUBE STEEL FRAME

5'-

9'-1

METAL CLADDING, SEE MATERIALS SCHEDULE. ATTACH TO METAL FRAME WITH Z-CLIPS. 1/4" GAPS, MAX

1 4

Metal Wall Detail

GALVANIZED STEEL PLATE, ATTACH TO CAST IN PLACE CONCRETE WALL WITH 2 ATTACHMENTS MIN PER PLATE

CAST IN PLACE CONCRETE WALL, REFER TO STRUCTURAL FOR REINFORCEMENT

3'-0" 1 2

04"

1'-6"

5'-1

4'52"1

NEOPRENE SPACERS AS NEEDED

23'-241"

3 4

30'-5"

VARIES 8" MIN - 1'-6" MAX " 1 4

FILTER FABRIC ABOVE DRAIN BOARD, TURN UP VERTICAL LAYER 6" MIN.

RETENTION / FILTRATION / DRAINAGE LAYER VERTICAL ON PLANTER EDGE WRAP END IN FILTER FABRIC TO PREVENT SOIL FROM CLOGGING DRAIN MAT, 6" OVERLAP BOTH SIDES

1 2

FOR ATTACHMENT AND WATERPROOFING AT CAST IN PLACE, REFER TO STRUCTURAL 2"

CONSULTANTS Civil Engineer

3 16"

THICK PLATE TO HOLD DECOMPOSED GRANITE. WELDED TO TUBE STEEL FRAME 4" WIDE DECOMPOSED GRANITE CHANNEL

RAISED METAL EDGE, SEE MATERIALS SCHEDULE

Wiss, Janney, Elstner Associates, Inc. 2941 Fairview Park Drive, Suite 300 Falls Church, VA 22042 Tel: 703.641.4601

Structural Engineer

MEP Engineer

Irrigation

Lighting Designer

Tadjer Cohen Edelson Assc, Inc. 1501 Farm Credit Drive, Suite 2300 Mclean, VA 22102 Tel: 301.587.1820

Soils

GHT Limited 1110 N. Glebe Road, Suite 300 Arlington, VA 22201 Tel: 703.243.1200

HLB 38 E 32nd St. 11th Floor New York, NY 10016 Tel: 212.674.5580

FRS Design P.O. Box 748 167 S. Lexington St. Spring Green, WI 53588 Tel: 608.588.7888 Pine & Swallow Environmental 867 Boston Road Groton, MA 01450 Tel: 978.448.9511

Arborist

Paul Cowie and Associates 11 N. Beverwyck Road Lake Hiawatha, NJ 07034 Tel: 973.276.0599

KEY PLAN

MP SEAL

BULLETIN #1 E

23'-241"

4'-134"

ISSUED FOR

4'-512"

9'-1"

DRAWN

XH, CM, LK

CHECKED

SS, BD, AW, AR

3'-0"

REVISIONS

1/2" = 1'-0"

SEE MATERIALS PLAN FOR ADJACENT PAVING CONDITION WATERPROOFING OVER STRUCTURE BELOW, REFER TO ARCHITECTURAL

41'-221" 4'-11 " 1 4

5'-10 " 1 4

30'-5"

9/10/2021

8/4/2021

ASI 1

7/21/2021

IFC / CTBO REVISION

5/28/2021 NO

3'-0"

METAL EDGE BEYOND

5'-1"

Amazon HQ Plaza Commercial Plaza Design

Waterproofing

Gensler 2020 K Street NW Washington, D.C. 20006 Tel: 202.721.5200

SEE MATERIALS PLAN FOR ADJACENT PAVING CONDITION WATERPROOFING OVER STRUCTURE BELOW, REFER TO ARCHITECTURAL

METAL PLANTER WALL

Bowman Consulting 12355 Sunrise Valley drive, Suite 520 Reston, VA 20191 Tel: 703.464.1000

CONTINUOUS DRAIN BOARD

57'-3"

RAISED METAL EDGE, SEE MATERIALS SCHEDULE

CLIENT JBG SMITH Properties 4747 Bethesda Avenue, Suite 200 Bethesda, MD 20814 240-333-3600

FILTER FABRIC ABOVE DRAIN BOARD, TURN UP VERTICAL LAYER 6" MIN.

METAL PLANTER WALL BEYOND

16'-421"

Arlington, VA 22202

GALVANIZED STEEL PLATE, ATTACH TO STRUCTURE BELOW, REFER TO STRUCTURAL FOR WATERPROOFING

1 4

PLANTER ELEVATION - NORTHWEST

850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101

241-251 18TH STREET PLAZA IMPROVEMENTS

GALVANIZED STEEL PLATE, ATTACH TO CAST IN PLACE CONCRETE WALL WITH 2 ATTACHMENTS MIN PER PLATE

CAST IN PLACE CONCRETE WALL, REFER TO STRUCTURAL FOR REINFORCEMENT

3'-0"

PLANTING SOIL

3'-0"

943"

VARIES 1'-0" MIN 2'-2" MAX

143" 4'1 " '-42

3'-0"

WRAP END IN FILTER FABRIC TO PREVENT SOIL FROM CLOGGING DRAIN MAT, 6" OVERLAP BOTH SIDES FOR ATTACHMENT AND WATERPROOFING AT CAST IN PLACE, REFER TO STRUCTURAL

METAL CLADDING, SEE MATERIALS SCHEDULE. ATTACH TO METAL FRAME WITH Z-CLIPS. 1/4" GAPS, MAX GALVANIZED TUBE STEEL FRAME

METAL EDGE BEYOND

PLANTING SOIL

Architect

SHOP WELD METAL CLADDING AT CORNER AND GRIND SMOOTH

RETENTION / FILTRATION / DRAINAGE LAYER VERTICAL ON PLANTER EDGE

SEE MATERIALS PLAN FOR ADJACENT PAVING CONDITION WATERPROOFING OVER STRUCTURE BELOW, REFER TO ARCHITECTURAL

PLANTING AREA

1'-6"

CONTINUOUS DRAIN BOARD

" 4'-0

SEE MATERIALS PLAN FOR ADJACENT PAVING CONDITION WATERPROOFING OVER STRUCTURE BELOW, REFER TO ARCHITECTURAL

DATE

BULLETIN #1

CTBO PERMIT ISSUE

SHEET

METAL WORK MARKETING CENTER

Amazon HQ Plaza Commercial Plaza Design

Exterior Bar Detail

3'-6" EQ

CAST IN PLACE CONCRETE COUNTERTOP, EASE EDGES, SEE MATERIALS SCHEDULE

CAST IN PLACE CONCRETE COUNTERTOP, EASE EDGES, SEE MATERIALS SCHEDULE WATERFALL EDGE, BEYIOND CAST IN PLACE CONCRETE STEM WALL WITH REINFORCEMENT, SEE MATERIALS SCHEDULE 1/8" GAP AT CONCRETE, TYP

STEM WALL, BEYOND ADJACENT PAVING, SEE MATERIALS PLAN

2" DIA. PVC WEEP, CUT IN HALF, AT BASE OF WALL FOR DRAINAGE ADJACENT PAVING, SEE MATERIALS PLAN

850 West Jackson Blvd Suite 800 Chicago, Illinois 60607 Tel: 312.492.6501 Fax: 312.492.7101

241-251 18TH STREET PLAZA IMPROVEMENTS

WATERPROOF AND ANCHOR TO EXISTING CONCRETE DECK, REFER TO STRUCTURAL

WATERFALL EDGE 3'-6"

3'-6"

3'-2"

3'-6"

Arlington, VA 22202

CLIENT JBG SMITH Properties 4747 Bethesda Avenue, Suite 200 Bethesda, MD 20814 240-333-3600

CONSULTANTS Civil Engineer

20'-0", 3 EQ PANELS

3'-6"

Architect

Gensler 2020 K Street NW Washington, D.C. 20006 Tel: 202.721.5200

CONCRETE STEM WALL, BEYOND

Tadjer Cohen Edelson Assc, Inc. 1501 Farm Credit Drive, Suite 2300 Mclean, VA 22102 Tel: 301.587.1820

CAST IN PLACE CONCRETE WATERFALL EDGE, BEYOND

Wiss, Janney, Elstner Associates, Inc. 2941 Fairview Park Drive, Suite 300 Falls Church, VA 22042 Tel: 703.641.4601

Structural Engineer

MEP Engineer

Irrigation

Lighting Designer

GHT Limited 1110 N. Glebe Road, Suite 300 Arlington, VA 22201 Tel: 703.243.1200

HLB 38 E 32nd St. 11th Floor New York, NY 10016 Tel: 212.674.5580

FRS Design P.O. Box 748 167 S. Lexington St. Spring Green, WI 53588 Tel: 608.588.7888

Soils

6'-2"

Pine & Swallow Environmental 867 Boston Road Groton, MA 01450 Tel: 978.448.9511

Arborist

Paul Cowie and Associates 11 N. Beverwyck Road Lake Hiawatha, NJ 07034 Tel: 973.276.0599

KEY PLAN

20'-0" COUNTERTOP, ABOVE EQ

CONCRETE STEM WALL WITH REINFORCING, REFER TO ARCHITECTURAL AND STRUCTURAL

3'-6" EQ

20'-0"

Waterproofing

CAST IN PLACE COUNTERTOP

3'-6"

Bowman Consulting 12355 Sunrise Valley drive, Suite 520 Reston, VA 20191 Tel: 703.464.1000

MP G

SEAL

CAST IN PLACE CONCRETE WATERFALL EDGE 2" DIA. PVC WEEP, CUT IN HALF, AT WALL FOR DRAINAGE

ISSUED FOR

BULLETIN #1 E

4'-5"

DRAWN

XH, CM, LK

CHECKED

SS, BD, AW, AR

REVISIONS

3'-6"

3'-2"

20'-0" CAST IN PLACE CONCRETE COUNTERTOP WITH WATERFALL EDGE CONCRETE STEM WALL, BEYOND

9/10/2021

8/4/2021

ASI 1

7/21/2021

IFC / CTBO REVISION

5/28/2021 NO

Amazon HQ Plaza Commercial Plaza Design

SHEET

DATE

BULLETIN #1

CTBO PERMIT ISSUE

Amazon HQ Plaza Commercial Plaza Design

EXISTING PAVERS TO REMAIN, SS MOUNTING BRACKET. VARIES SEE MATERIALS PLAN REMOVE AND RETAIN SS TAMPER EXISTING PAVERS AND RESISTANT PENTA OR ACCEPTABLE RETAIN FORNUT FOOTING INSTALL SUBSTITUTE WHERE EXPOSED HAND TIGHT JOINT TO MATCH EXISTING JOINTING SS MOUNTING BRACKET. VARIES

ED, R

EXISTING SAND SETTING REMOVE AND BED, RETAIN REPLENISH EXISTING AS NEEDED FOR AND PAVERS PAVER INSTALL RETAIN FOR FOOTING INSTALL 3 HAND TIGHT JOINT TO MATCH EPOXY ANCHOR 8" STAINLESS EXISTING JOINTING THREADED SS ANCHOR ROD SAND SETTING BED, EMBEDDED EXISTING INTO CONCRETE REPLENISH AS NEEDED FOR 6" DIA. SONOTUBE I P. PAVER C INSTALL CONCRETE 3FOOTING " STAINLESS EPOXY ANCHOR 8 COMPACTED AGGREGATE THREADED SS ANCHOR ROD Amazon HQ Plaza Commercial Plaza Design EMBEDDED INTO CONCRETE UNDISTURBED SUBGRADE

3" EMBED TYP.

D E

234" TYP 112" " 1 2

VARIES, 1" MIN REFER TO CIVIL FOR GRADING 121"

Arborist

Paul Cowie and Associates 11 N. Beverwyck Road Lake Hiawatha, NJ 07034 Tel: 973.276.0599

Pine & Swallow Environmental 867 Boston Road Groton, MA 01450 Tel: 978.448.9511

234" TYP

INFILL JOINTS TO BE 1/8" MAX TYP

KEY PLAN

112"

INFILL SIZE, MIX OF: 4" x 12" x 2-3/4" 8" x 16" x 2-3/4" H x 2-3/4" 12" x 24" BANDING BORDER 3 COURSES OF: MP 4" x 12" x 2-3/4" G

121" INFILL JOINTS TO BE 1/8" MAX TYP

SEAL

POLYMERIC SAND JOINT, TYP. SEE MATERIAL SCHEDULE

INFILL SIZE, MIX OF: 4" x 12" x 2-3/4" 8" x 16" x 2-3/4" 12" x 24" x 2-3/4"

NOTE: NON-WOVEN GEOTEXTILE FILTER LAY OUT PAVERS FABRIC INFILL JOINTS TO SO ASBE TO MINIMIZE 1/8" MAX TYPFIELD CUTS

BANDING BORDER 3 COURSES OF: 4" x 12" x 2-3/4"

INFILL SIZE, MIX OF: 4" x 12" x 2-3/4" 8" x 16" x 2-3/4" INFILL JOINTS TO BE 12" x 24" x 2-3/4" 1/8" MAX TYP

Lighting Designer HLB 38 E 32nd St. 11th Floor New York, NY 10016 Tel: 212.674.5580

Arborist

Paul Cowie and Associates 11 N. Beverwyck Road Lake Hiawatha, NJ 07034 Tel: 973.276.0599

Pine & Swallow Environmental 867 Boston Road Groton, MA 01450 Tel: 978.448.9511

KEY PLAN

MP SEAL

241-251 18TH STREET

Civil Engineer

PAVERS, Bowman SEEConsulting MATERIALS SCHEDULE M CLIENT 12355 Sunrise Valley drive, Suite 520

JBG SMITH Properties 4747 Bethesda Avenue, Suite 200 SAND Bethesda, MD 20814 Architect Waterproofing 240-333-3600 Gensler Wiss, Janney, Elstner Associates, Inc. 2020 K Street NW 2941 Fairview Park Drive, Suite 300 RIGID, DOUBLE-SIDED DRAIN BOARD Washington, D.C. 20006 Falls Church, VA 22042 Civil Engineer Tel: 202.721.5200 Tel: 703.641.4601 Bowman Consulting CIP CONCRETE SLAB WITH MEP Engineer Structural Engineer 12355 Sunrise Valley drive, Suite 520 REINFORCEMENT, REFER GHT CIVIL Limited Tadjer Cohen Edelson Assc, Inc. VATO Reston, 20191 L E 1501 Farm Credit Drive, Suite 2300 1110 N. Glebe Road, Suite 300 Tel: 703.464.1000 Arlington, VA 22201 Mclean, VA 22102 Architect K Tel: 301.587.1820 COMPACTED GRADE Gensler 9 CA-6Tel: 703.243.1200 Waterproofing Wiss, Janney, Elstner Associates, Inc. Designer NW Irrigation 2941 Fairview Park Drive, Suite 300 AGGREGATE BASE 2020 K StreetLighting Washington, HLB D.C. 20006 FRS Design Falls Church, VA 22042 38 E 32nd St. 11th Floor Tel: 202.721.5200 P.O. Box 748 Tel: 703.641.4601 New York, NY 10016 167 S. Lexington St. COMPACTED SUBGRADE MEP Engineer Engineer 212.674.5580 Spring Green, WI 53588 StructuralTel: GHT Limited Tadjer Cohen Edelson Assc, Inc. Tel: 608.588.7888 1501 Farm Credit Drive, Suite 2300 1110 N. Glebe Road, Suite 300 1" PVC WEEP @ 5'VAO.C. Arlington, VA 22201 Soils HOLES Mclean, Arborist 22102 K D Paul Cowie and AssociatesTel: 703.243.1200 Tel: 301.587.1820 Pine & Swallow Environmental 11 N. Beverwyck Road 867 Boston Road Lighting Designer IrrigationFILTER NON-WOVEN GEOTEXTILE J Lake Hiawatha, NJ 07034 Groton, MA 01450 HLB FRS Design Tel: 973.276.0599 FABRIC Tel: 978.448.9511 38 E 32nd St. 11th Floor P.O. Box 748 New York, NY 10016 167 S. Lexington St. Tel: 212.674.5580 Spring Green, WI 53588 Tel: 608.588.7888 KEY PLAN

Reston, VA 20191 Tel: 703.464.1000 SETTING BED

SAND SETTING BED POLYMERIC SAND JOINT, TYP. GEOTEXTILE FABRIC SEE MATERIAL SCHEDULE RIGID, DOUBLE-SIDED PAVERS, SEE DRAIN BOARD MATERIALS SCHEDULE GEOFOAM, HEIGHT VARIESBED SAND SETTING TO MEET PROPOSED GEOTEXTILE FABRIC GRADES. 4 FOOT O/C SPACING ATRIGID, PAVING. LEAVE DOUBLE-SIDED 1 DRAINFOAM BOARD 2" GAP BETWEEN BLOCKS, STAGGER JOINTS GEOFOAM, HEIGHT VARIES WATERPROOF TO MEMBRANE MEET PROPOSED GRADES. 4 FOOT O/C WITH PROTECTION LAYERS, REFER TO ARCHITECTURAL SPACING AT PAVING. LEAVE 1 2" GAP BETWEEN FOAM EXISTING STRUCTURE BELOW BLOCKS, STAGGER JOINTS

Soils

Pine & Swallow Environmental

Boston RoadB A867 Groton, MA 01450

Tel: 978.448.9511

PAVERS, SEE MATERIALS SCHEDULE

SEAL

BULLETIN #1

DRAWN

XH, CM, LK

CHECKED

SS, BD, AW, AR

REVISIONS

9/10/2021

8/4/2021

ASI 1

7/21/2021

IFC / CTBO REVISION

F B

DATE

BULLETIN #1

CTBO PERMIT ISSUE

SHEET

PAVING DETAILS

SEAL

BULLETIN #1

5/28/2021

H G

D C KEY PLAN MP

ISSUED FOR

Arborist

Paul Cowie and Associates 11 N. Beverwyck Road Lake Hiawatha, NJ 07034 Tel: 973.276.0599

POLYMERIC SAND SWEPT JOINT, TYP.

COMPACTED GRADE 9 CA-6 NOTE: AGGREGATE BASE LAY OUT PAVERS SO AS TO MINIMIZE COMPACTED SUBGRADE FIELD CUTS 1" PVC WEEP HOLES @ 5' O.C.

Irrigation

GHT Limited 1110 N. Glebe Road, Suite 300 Arlington, VA 22201 Tel: 703.243.1200

Soils

GEOFOAM, HEIGHT VARIES TO MEET PROPOSED GRADES. 4 FOOT O/C SPACING AT PAVING. LEAVE 1 West Jackson Blvd 850 2" GAP BETWEEN FOAM Suite 800 STAGGER JOINTS BLOCKS, P Illinois 60607 Chicago, WATERPROOF MEMBRANE Tel: 312.492.6501 WITH PROTECTION LAYERS, Fax: 312.492.7101 REFER TO ARCHITECTURAL 850 West Jackson Blvd 241-251 STREET EXISTING18TH STRUCTURE BELOW Suite 800 PLAZA IMPROVEMENTS Chicago, Illinois 60607 Arlington, VA 22202 Tel: 312.492.6501 N Fax: 312.492.7101 CLIENT

EXISTING STRUCTURE BELOW ISSUED FOR

MEP Engineer

PLAZA IMPROVEMENTS POLYMERIC SAND SWEPT JOINT, TYP. Arlington, VA 22202 CONSULTANTS

PAVERS, SEE MATERIALS SCHEDULE

Structural Engineer

Tadjer Cohen Edelson Assc, Inc. 1501 Farm Credit Drive, Suite 2300 Mclean, VA 22102 Tel: 301.587.1820 FRS Design P.O. Box 748 167 S. Lexington St. Spring Green, WI 53588 Tel: 608.588.7888

CONSULTANTS

Wiss, Janney, Elstner Associates, Inc. 2941 Fairview Park Drive, Suite 300 Falls Church, VA 22042 Tel: 703.641.4601

JBG SMITH Properties 4747 Bethesda Avenue, Suite 200 Bethesda, MD 20814 240-333-3600

WATERPROOF MEMBRANE WITH PROTECTION LAYERS, REFER TO ARCHITECTURAL

CIP CONCRETE SLAB WITH REINFORCEMENT, REFER TO CIVIL

BANDING BORDER INFILL SIZE, MIX OF: 3 COURSES OF:

1 2

HLB 38 E 32nd St. 11th Floor New York, NY 10016 Tel: 212.674.5580

Tel: 608.588.7888

RIGID, DOUBLE-SIDED DRAIN BOARD X

MEP Engineer

Lighting Designer

Soils

234" TYP 112"

NOTE: Irrigation LAY OUT PAVERS FRS Design P.O. Box 748 SO AS TO MINIMIZE 167 S. Lexington St. FIELD CUTS Spring Green, WI 53588

GEOTEXTILE FABRIC

EXISTING STRUCTURE BELOW

GHT Limited 1110 N. Glebe Road, Suite 300 Arlington, VA 22201 Tel: 703.243.1200

PAVERS, SEE MATERIALS SCHEDULE

RIGID, DOUBLE-SIDED DRAIN Q BOARD P

Waterproofing

Gensler 2020 K Street NW Washington, D.C. 20006 Tel: 202.721.5200

SAND SETTING BED

Structural Engineer

Tadjer Cohen Edelson Assc, Inc. 1501 Farm Credit Drive, Suite 2300 Mclean, VA 22102 Tel: 301.587.1820

L-701

SAND SETTING BED

ALL CH

NOTE: LAY OUT PAVERS SO AS TO MINIMIZE FIELD CUTS

METAL HARDSCAPE EDGE, SEE MATERIALS PLAN. ANCHOR TO CONCRETE @ 3' OC ADJACENT SOIL, SEE SOILS PLAN ADJACENT PAVING, SEE MATERIALS PLANS METAL HARDSCAPE EDGE,

2941 Fairview Park Drive, Suite 300 Falls Church, VA 22042 Tel: 703.641.4601

SAND SETTING BED

SS TAMPER RESISTANT PENTA NUT OR ACCEPTABLE SUBSTITUTE WHERE EXPOSED

1 2

ARIES

2020 K Street NW Washington, D.C. 20006 Tel: 202.721.5200

PAVERS, SEE MATERIALS SCHEDULE

EXISTING PAVERS TO REMAIN, SEE MATERIALS PLAN

ADJACENT SOIL, SEE SOILS PLAN

POLYMERIC SAND SWEPT JOINT, TYP.

PLAZA IMPROVEMENT

SED

1 2

NTA

NO SLIVERS AT BUILDING

EXISTING TO REMAIN

RIGID DOUBLE-SIDED DRAIN ADJACENT BOARD, TERMINATE ATPAVING, SEE MATERIALS PLANS METAL EDGE CLIENT JBG SMITH Properties WATERPROOF MEMBRANE GEOTEXTILE FABRIC, TURN 4747 Bethesda Avenue, Suite 200 Bethesda, MD 20814 WITH PROTECTION UP FACELAYERS, OF METAL EDGE 240-333-3600 REFER TO ARCHITECTURAL RIGID DOUBLE-SIDED DRAIN CONSULTANTS Civil Engineer EXISTING STRUCTURE BELOW AT BOARD, TERMINATE Bowman Consulting METAL EDGE 12355 Sunrise Valley drive, Suite 520 Reston, VA 20191 WATERPROOF MEMBRANE Tel: 703.464.1000 WITH PROTECTION LAYERS, Architect Waterproofing Gensler Wiss, Janney, Elstner Associates, Inc. REFER TO ARCHITECTURAL

E X

POLYMERIC SAND SWEPT JOINT, TYP. RIGID, DOUBLE-SIDED DRAIN BOARD

DRAWN X

CHECKED

PAVERS, MATERIALS SCHEDULE SLABSEE WITH REINFORCEMENT, REFER TO CIVIL SAND SETTING BED COMPACTED GRADE 9 CA-6 RIGID, AGGREGATE BASEDOUBLE-SIDED DRAIN BOARD

CIPARCONCRETE SS, BD, AW,

D X

9/10/2021

8/4/2021

7/21/2021

IFC / CTBO REVISION

5/28/2021

CTBO PERMIT

DATE

ISSUE

DRAWN CHECKED

XH, CM, LK ISSUED FOR SS, BD, AW, AR

BULLETIN #1

REVISIONS E D

DRAWN

XH, CM, LK

CHECKED

SS, BD, AW, AR

REVISIONS

1" PVC WEEP HOLES @ 5' O.C. NON-WOVEN GEOTEXTILE FILTER

BULLETIN #1

CIP CONCRETE SLAB WITH COMPACTED SUBGRADE REINFORCEMENT, REFER TO CIVIL 1" PVC WEEP HOLES @ 5' O.C. COMPACTED GRADE 9 CA-6 NON-WOVENAGGREGATE GEOTEXTILEBASE FILTER BULLETINFABRIC #1 COMPACTED SUBGRADE ASI 1

ISSUED FOR

XH, CM, LK

REVISIONS

121"

IN,

Arlington, VA 22202

PLAZA IMPROVEMENT

EXISTING TO REMAIN

THICKENED ADJACENT CONCRETECONCRETE EDGE COMPACTED AGGREGATE PAVEMENT, SEE MATERIALS STRUCTURAL SOIL, SEE PLAN AND REFER TO CIVIL UNDISTURBED SUBGRADE SOILS PLANFOR REINFORCING UNDISTURBED SUBGRADE 1" SAND SETTING BED NOTES: THICKENED CONCRETE EDGE 1.REFER TO MANUFACTURER'S INSTALLATION RECOMMENDATIONS STRUCTURAL SOIL, SEE 2. REINSTALLED PAVERS TO MATCH SOILS PLAN EXISTING GRADE UNDISTURBED SUBGRADE

Architect

MATERIALS GEOTEXTILESEE FABRIC, TURN PLAN. 241-251 18TH STREET TO CONCRETE @ UP FACE OFANCHOR METAL EDGE PLAZA IMPROVEMENTS 3' OC

ADJACENT PAVING, SEE MATERIALS PLANS

ALIGN

STAINLESS EPOXY ANCHOR INFILL, MIX OF: 8" xSS 24"ANCHOR x 2-3/4" ROD THREADED 12"INTO x 24"CONCRETE x 2-3/4" EMBEDDED 24" x 24" x 2-3/4" 6" DIA. SONOTUBE C I P. CONCRETE NOFOOTING SLIVERS AT BUILDING

BANDING BORDER (BOTH SIDES) SINGLE COURSE OF: 4" x 12" x 2-3/4" 850 West Jackson Blvd INFILL, MIX OF: Suite 800 8" x 24" x 2-3/4" Chicago, Illinois 60607 12" x 24" x 2-3/4" Tel: 312.492.6501 N 24" x 24" x 2-3/4" Fax: 312.492.7101 NO SLIVERS AT BUILDING

RIGID, DOUBLE-SIDED DRAIN BOARD WHOLE PAVERS AT COLUMNS NOTE: LAYGEOFOAM, OUT PAVERS HEIGHT VARIES SO TO AS MEET TO MINIMIZE PROPOSED BANDING BORDER (BOTH SIDES) FIELD CUTS 4 FOOT O/C GRADES. SINGLE COURSE OF: 4" x 12" x 2-3/4" SPACING AT PAVING. LEAVE 1 " GAP BETWEEN FOAM WHOLE PAVERS AT COLUMNS INFILL, MIX OF: 2 BLOCKS, STAGGER JOINTS 8" x 24" x 2-3/4" WATERPROOF 12" x 24" x 2-3/4" BANDING BORDER MEMBRANE (BOTH SIDES) WITHCOURSE PROTECTION 24" x 24" x 2-3/4" SINGLE OF: LAYERS, TO ARCHITECTURAL 4" xREFER 12" x 2-3/4" NO SLIVERS AT BUILDING EXISTING STRUCTURE BELOW INFILL, MIX OF: 8" x 24" x 2-3/4" 12" x 24" x 2-3/4" 24" x 24" x 2-3/4"

1'-0"

3" EMBED TYP.

PAVERS TO MATCH ADJACENT CONCRETE BORDER PAVERS, PAVEMENT, EXISTING SEE MATERIALS SEE MATERIALS PLAN AND REFER TO CIVIL PLAN AND SCHEDULE FOR REINFORCING JOINTING 1" SAND SETTING BEDTO MATCH EXISTING

3 8"

METAL HARDSCAPE EDGE, SEE MATERIALS PLAN. ANCHOR TO CONCRETE @ 3' OC

VARIES, 1" MIN REFER TO CIVIL FOR GRADING

1/8" JOINTEXISTING TYP, 1/4" MAX JOINTING TO MATCH

ALIGN

WHOLE PAVERS AT COLUMNS

PAVERS, SEE NOTE: MATERIALS SCHEDULE LAY OUT PAVERS SAND SETTING BED SO AS TO MINIMIZE FIELD CUTS GEOTEXTILE FABRIC

1'-0"

EXISTING BANDING SAND SETTING BED, BORDER (BOTH SIDES) REPLENISH AS NEEDED FOR SINGLE COURSE OF: PAVER INSTALL 4" x 12" x 2-3/4"

POLYMERIC SAND JOINT, TYP. SEE MATERIAL SCHEDULE

1 2

PAVERS TO MATCH EXISTING PAVERS TO REMAIN, EXISTING BORDER PAVERS, SEE MATERIALS SEE MATERIALS PLAN AND PLAN SCHEDULE SAWCUT PAVERS AT L.O.W.,

SS TAMPER RESISTANT PENTA NUT OR ACCEPTABLE SUBSTITUTE WHERE EXPOSED NOTE: LAY OUT PAVERS SS MOUNTING BRACKET. VARIES SO AS TO MINIMIZE REMOVE AND RETAIN FIELD CUTS EXISTING PAVERS AND RETAIN FOR FOOTING INSTALL WHOLE PAVERS AT COLUMNS HAND TIGHT JOINT TO MATCH EXISTING JOINTING

VARIES, 1" MIN REFER TO CIVIL FOR GRADING

SAWCUT PAVERS AT L.O.W., 1/8" JOINT TYP, 1/4" MAX

ADJACENT SOIL, SEE SOILS PLAN

GEOTEXTILE FABRIC, TURN PEDESTRIAN PAVERSUP ONFACE OF METAL EDGE RIGID DOUBLE-SIDED DRAIN GRADE TO MATCH EXISTING BORDER PAVER, SEEBOARD, TERMINATE AT EXISTING PAVEMENT TO REMAIN METAL EDGE MATERIALS SCHEDULE WATERPROOF MEMBRANE NOTE: WITH PROTECTION LAYERS, PROTECT EXISTING PAVERS REFER TO ARCHITECTURAL ADJACENT TO BENCH, IF STRUCTURE BELOW PAVEMENTEXISTING TO REMAIN REMOVALEXISTING IS REQUIRED, SALVAGE AND REINSTALL PAVERS NOTE: PROTECT EXISTING PAVERS ADJACENT TO BENCH, IF REMOVAL IS REQUIRED, SALVAGE AND REINSTALL PAVERS

EXISTING PAVERS TO REMAIN, SEE MATERIALS PLAN

PEDESTRIAN PAVERS ON GRADE TO MATCH EXISTING BORDER PAVER, SEE MATERIALS SCHEDULE

BANDING BORDER 5 COURSES OF: 4" x 12" x 2-3/4"

POLYMERIC SAND JOINT, TYP. SEE MATERIAL SCHEDULE

NOTE:Q LAY OUT PAVERS SO AS TO MINIMIZE FIELD CUTS 16

1 2

EXISTING TO REMAIN

SAWCUT PAVERS AT L.O.W., 1/8" JOINT TYP, 1/4" MAX

PAVERS TO MATCH 5 7 8 EXISTING BORDER PAVERS, SEE MATERIALS PLAN AND SCHEDULE PEDESTRIAN PAVERS ON 1'-0" GRADE TOBE MATCH EXISTING NOTE: INFILL JOINTS TO JOINTING TO MATCH EXISTING PAVER, SEE OUT PAVERS 1/8" MIN BORDER - 1/2"LAY MAX ADJACENT CONCRETE MATERIALS SCHEDULE SO AS TO MINIMIZE FIELD CUTSPAVEMENT, SEE MATERIALS INFILL SIZE, MIX OF: PLAN AND REFER TO CIVIL X 4" x 12" x 2-3/4" FOR REINFORCING X 8" x 8" x 2-3/4" INFILL JOINTS TO BE 8" x 16" x 2-3/4" 1" SAND SETTING BED 1/8" MIN - 1/2" MAXTO REMAIN PAVEMENT 16" x 16"EXISTING x 2-3/4" THICKENED CONCRETE EDGE 12" x 24" x 2-3/4" INFILL SIZE, STRUCTURAL MIX OF: SOIL, SEE NOTE: 4" x 12" x 2-3/4" SOILS PLAN PROTECT EXISTING PAVERS 8" x 8" x 2-3/4" BANDING BORDER SUBGRADE ADJACENT TOUNDISTURBED BENCH, IF 8" x 16" x 2-3/4" 5 COURSES OF: PLAZA REMOVAL REQUIRED, 16" x 16" IS x 2-3/4" 4" x 12" x 2-3/4" IMPROVEMENT SALVAGE REINSTALL 12" x 24" AND x 2-3/4" PAVERS

234" TYP

ANDING BORDER COURSES OF: " x 12" x 2-3/4"

ALIGN

1 2

NFILL SIZE, MIX OF: " x 12" x 2-3/4" " x 8" x 2-3/4" " x 16" x 2-3/4" 6" x 16" x 2-3/4" 2" x 24" x 2-3/4"

121"

NOTE: LAY OUT PAVERS SO AS TO MINIMIZE 6 FIELD CUTS

8 9 EXISTING PAVERS TO REMAIN, SEE MATERIALS PLAN

1 2

Paving Detail

NFILL JOINTS TO BE 1 /8" MIN - 1/2" MAX

VARIES, 1" MIN REFER TO CIVIL FOR GRADING

112"

NOTE: 2 AY OUT PAVERS SO AS TO MINIMIZE FIELD CUTS

Bowman Consulting 12355 Sunrise Valley drive, Suite 520 Reston, VA 20191 Tel: 703.464.1000

D C

9/10/2021

BULLETIN #1

Amazon HQ Plaza Commercial Plaza Design

Amazon Outdoor Working Area Due to Covid-19 special condition, the client - Amazon requires for a scheme about outdoor working possibility. The west plaza can be a potential area. We proposed different scales of working sets for different groups of people.

Amazon HQ Plaza Commercial Plaza Design

Arlingtron, VA

Park Master Planing Project Type: Master Planning Time: Fall 2019 - Winter 2020

Vision & Goals WEST POTOMAC PARK

ANALYSIS

TYPOLOGY

PROGRAM

Po to m ac

CAPITOL HILL

er iv

ARLINGTON NATIONAL CEMETERY

NATIONAL MALL

NAVY YARD

18TH STREET

E FOUR MIL

National Landing Park Master Planning

RUN

JAMES HALEY PARK

23RD STREET

er os

RONALD REAGAN NATIONAL AIRPORT

MT. VERNON TRAIL DAINGERFIELD ISLAND

Potomac Ri ver

FRASER PARK

a An

CONNECTION

ARMY NAVY COUNTRY CLUB

GREENWAY

VIRGINIA HIGHLANDS PARK 12TH STREET

tia

Riv

MT. VERNON TRAIL

EAST POTOMAC PARK

National Landing Park Master Planning

Big Concept

SR OA D

18TH STREET

B STREET 12TH STREET PLAZA

CRYSTAL DRIV

E THE COMMON

OR TA CC ES

ORRID RAIL C

FRIENDS PARK

GREENWAY PARK

GREENWAY

WATER PARK

LONG BRIDGE LANDING

PE PR DE OP ST O RIA SED NB RID

..Distributed Within a Greater Landscape

PORTAL PARK

15TH STREET PLAZA

CENTER PARK

23RD STREET PARK

Connected to Each Other and to a Larger Region National Landing Park Master Planning

METRO PLAZA

CLARK STREET

Open space work together as a larger network

PEN PLACE

12TH STREET

MACRO SCALE

AIRPORT PARKING

20TH STREET

23RD STREET

RICHMOND HIGHWAY

AIR P

National Landing is undergoing a transformation. Like many developments of its time, Crystal City was planned as an automobile-oriented environment. This condition had numerous implications on its urban form and how people utilized its public spaces. One of the most obvious examples of this was the underground shopping mall which served as the heart of Crystal City and its primary pedestrian space. This network of interconnected, subterranean corridors and retail shops operated as the public realm for the development while its streets served vehicular uses. This segregation of people and cars resulted in a disconnected system and left the community with little identity.

A Traditional Large Urban Park..

CRYSTAL TOWERS

TREET 1 5 TH S

AURORA HIGHLANDS NEIGHBORHOOD

MULTI-SCALAR NETWORKS The Parks Master Plan begins with the understanding that the parks within the system must function and serve as an asset to its users at multiple levels. This multi-scalar approach positions the parks at the regional, community, and site scales. Developing an understanding of how the parks operate within the region, community and immediate vicinity will guide how each space should function within the broader network. The Parks Master Plan examines the park system in this way in order to develop recommendations for the programming, overall character, and specific design of these spaces so that they can function effectively at each of these scales.

METS PARK

POTOMAC RIVER BAY

RONALD REGAN AIRPORT National Landing Park Master Planning

CIVIC

Park Typologies In order to better define the role and function of each of the park spaces in National Landing this study has established a series of typologies that being to categorize the various parks into subcategories.

METS PARK

AURORA HIGHLANDS NEIGHBORHOOD

Larger, highly visible parks that serve a civic role in the PEN PLACE

RICHMOND HIG

HWAY

Programming

15TH STREET PLAZA

23RD STREET PARK

POCKET

Smaller, more intimate parks typically defined by built edges

METRO PLAZA CENTER PARK

CLARK STREET

community

NATURE

PORTAL PARK

B STREET

FRIENDS PLAZA

CRYSTAL DRIVE

THE COMMON

ORRID RAIL C

GREENWAY

GREENWAY PARK

Portal Park 1 Friends Plaza 2

12TH STREET PLAZA Pastoral in character and provide intense contact with nature WATER PARK

LONG BRIDGE LANDING

GATEWAY

Center Park 5 Metro Plaza 6

15th Street Plaza 7 Long Bridge Landing 8

12th Street Plaza 9 Water Park 10

RONALD REGAN AIRPORT

CIVIC PARK 66

POCKET PARK

National Landing Park Master Planning

NATURE PARK

GATEWAY PARK

Situated at key entry points and serve to give identity to place

Mets Park / Pen Place 11 Greenway Park 12

The Common 3 23rd Street Plaza 4

Pocket Park

4 1 12

Civic Park

5 3

7 10

9 8

Nature Park Gateway Park

National Landing Park Master Planning

Analysis

TYPOLOGY

PROGRAM

ELEMENTS

ACTIVATE

Portal Park

23rd Street Park

15th Street Plaza

10 12th Street Plaza

The Common

Metro Plaza

Landing

12 Mets Park

Friends Plaza

Center Park

Long Bridge

TREET FERN S

11 Water Park

Pen Place

TREET ELEM S

CIVIC

15TH STREE

GATEWAY

TREET EADS S

POCKET

RICHMOND HIGHWAY NATURE

Daily Cycle

T REE

H ST

18TH STREET

12T

20TH STREET

23RD STREET

CRYSTAL DRIVE

NOT TO SCALE 68

National Landing Park Master Planning

Opportunities A

D C

Outdoor Dining Art/Sculpture Canopy Structure

Art/Sculpture Tree Bosque Seating Outdoor Dining

B E

Promenade

Entry Plaza

Central Plaza

Tree Bosque Water Feature Flexible Plaza Seating Outdoor Dining

Active Recreation

Basketball Court Volleyball Court Planting Berm

Use assets of public space under overpass

AIR POR T AC CE S S RO AD

Portal Park

Potential gateway into development

Passage

SIT

Greenway Park Access Stairs/Elevator

CRYS

TAL D

RIVE

Potential to create new connection to adjacent park

Constraints OU

RAI LC OR

Edge of development-- less traffic, visibility

Limited future green space Close to prominent and loud transit ways

RID

RETAIL PLAZA GATEWAY/CAFE

Robust vegetated buffer

PEDESTRIAN PROMENADE

A generous pedetrian promenade wraps the building periemter to activate all edges of the 360-degree building facades

SPORTS COURT

Flexible use, hard surfaced sports courts activate the park space and provide active recreation amenity to nearby office and residential uses

PLAZA

RECREATIONAL PARK/COURTS

Sheltered by an informal bosque of trees welcomes pedestrians into the block and invites them to explore the internal urban retail alley

CRYSTAL DRIVE OAD

URBAN ALLEY / PEDESTRIAN STREET

ACCES S R

An urban retail alley provides passage between the buildings and carries activity around to east side of the site

ICONIC GATEWAY ELEMENT

AIRPORT

Situated at the southwest corner of the site , an iconic sculptural or landscape element should be used to hearld the southern entrance to the community

FLEXIBLE DINING AREA Outdoor dining areas wrap retail frontages providing sheltered spaces for food and beverage oriented program to occupy park edges

PROMENADE SCULPTURE PLANTED BERMS

VEGETATED BUFFER

CRYS

AIR

POR

CCE

SS R

TAL

SIT

OAD

GREENWAY CONNECTOR

Existing Site Plan 70

DRIV

R AILR

IDO

National Landing Park Master Planning

PROPOSED GREENWAY PARK

35’

SCALE: 1” = 70’-0”

70’

140’

National Landing Park Master Planning

Friends Plaza

Art/Sculpture Tree Bosques Tree Allees Outdoor Dining

Promenade

Outdoor Dining Tree Allees Garden Spaces Seating

Central Plaza

CRYSTA

L DRIV

CRYSTAL D

D Overlook

Flexible Plaza/Seating Tree Bosque Outdoor Dining Performance Space Art Element

Stepped Seating Lawn or Terrace Event Platform Flexible Seating

SITE BO UND

A RY

OVERLOOK

Elevated platform bridging existing parking garage ramp will serve as a focal point to termiante 23rd Street and provide a unique vantage point over teh Crystal Drive streetscape

23RD STREET

Pedestrian Street

23RD STREET

Opportunities High visibility as terminus of 23rd street Generous-scaled public realm on both sides of Crystal Ave. Strong and active urban edge provided by building

Constraints RAIL

Fragmented connection to Crystal Drive due to elevation change

CORR I

DOR

Reduced park legibility from large garage entry Unusable park space from vehicular infrastructure

PLAZA

Reminiscent of small European plaza, this central space provides a flexible platform for events or small concerts

FLEXIBLE DINING AREA

RIVE PARKING ENTRANCE

PROMENADE

Centraly located in the courtyard, this dining area could support ground level retail in the proposed arts venue and engage the performance space

SMALL GATHERING SPACE

Flexible outdoor dining spaces spill out onto plaza from proposed botique hotel

URBAN ALLEY / PEDESTRIAN STREET Occupying the former drop off drive, this curbless promenade will wrap the exterior of the newly formed block creating a richly textured pedestrian experience

OVERLOOK

PROPOSED BOTIQUE HOTEL PROPOSED ARTS/ CULTURAL VENUE

FLEXIBLE DINING AREA

CRYSTA

L DRIVE S IT E B O UND

RAI

L CO

A RY

23RD STREET

PLAZA

RRID

National Landing Park Master Planning

SMALL GATHERING SPACE

PEDESTRIA

N ST R E E T

THROUGH-BUILDING FRIENDS PARK CONNECTION

25’

SCALE: 1” = 50’-0”

50’

100’

PEDESTRIAN PROMENADE

National Landing Park Master Planning

Opportunities

Comments Plaza

Flexible Plaza Tree Allees Outdoor Dining Garden Spaces

A C

B C

Pedestrian Street

Outdoor Dining Tree Allees Garden Spaces Seat Walls Flexible Plaza

Central Lawn

Existing activated retail and dining streetfront

Promenade

CRYSTAL DRIVE

SITE BOUNDARY

D Mounded Gardens

Event Space Active Recreation Performance Space Outdoor Dining

Strong and active urban edge provided by building

URBAN ALLEY / PEDESTRIAN STREET Occupying the former drop off drive, this curbless promenade will wrap the exterior of the newly formed block creating a richly textured pedestrian experience

Access to future VRE stop and pedestrian bridge

Constraints

Outdoor Dining Garden Spaces Passive Recreation

Fragmented connection to Crystal Drive due to elevation change Oversized street and crossings

SMALL GATHERING SPACE RAIL

COR

RIDO

Overgrown vegetation with low canopies

JEWEL BOX DINING ROOM

Iconic Dining in the Park restaurant anchors the northern edge of the activating both the central lawn and adjacent plaza

CRYSTAL DRIVE

PLAZA

Reminiscent of small European plaza, this central space provides a flexible platform for events or small concerts

PROMENADE

TERRACED OCCUPIABLE STREET EDGE Vertical seperation between primary park level and streetscape is mitigated by activiating the edge with seat walls or benches

DINING PATIO JEWEL-BOX DINING ROOM

RESTAURANT

THROUGH-BUILDING FRIENDS PARK CONNECTION

FLEXIBLE LAWN FLEXIBLE PLAZA

PEDESTRIAN STREET

CRYSTAL DRIVE

SMALL GATHERING SPACE

SITE BOUNDARY

Flexible outdoor dining spaces spill out onto plaza from proposed botique hotel

AIRPORT PEDESTRIAN BRIDGE RAIL CO

RRIDOR

National Landing Park Master Planning

25’

SCALE: 1” = 50’-0”

50’

100’

PEDESTRIAN PROMENADE

A generous pedetrian promenade wraps the building periemter to activate all edges of the 360-degree building facades

FLEXIBLE LAWN

a large fleixble lawn forms the dominant feature of the park and becomes the Green Town Square for the community National Landing Park Master Planning

Opportunities

E Gathering Niches

Water Feature Garden Spaces Flexible Seating

Garden Spaces Seat Walls

MOUNDED GARDENS

LAWN MOUND

WATER FEATURE

E SMALL GATHERING SPACE

CRYSTAL DRIVE

GRAND STAIR

GAME SPACE 18TH STREET

SITE BOUNDARY

20TH STREET

CLARK/BELL STREET

B STREET

MOUNDED GARDEN

SMALL GATHERING SPACE

Flexible outdoor dining spaces spill out onto plaza from proposed botique hotel

C F

Flanking the sides of the Grand Stair, these discrete spaces address the amenity needs of edges of adjacent office uses buildings

SMALL GATHERING SPACE

GAME ROOM

Low activation from office frontage

Topographic planting interventions would carry through the park and spill over its edges creating vertical variation in the ground plane

Open space not visible from prominent street corridior

Situated at the heart of the park a cascading water feature will serve as its focal point and enhance the presence of nature through sound

Stairway Garden Spaces

Constraints

WATER FEATURE

Grand Stair

A C

Grade change enables creative solutions to make park more visible

CRYSTAL DRIVE

Outdoor Dining Game Space Flexible Seating

Gardens

Future access to Crystal Drive

18TH STREET

CLARK/BELL ST.

Flexible Lawn Passive Recreation Seat Walls

Central Glade

Mounded Lawn

Existing buildings define edges for urban plaza

20TH STREET

Tree Allees Garden Spaces

Bell and 20th streets serve as future commerical corridor

SITE BOU NDA RY

Center Park

A Pedestrian Street

Accessible to hotel users

CLARK/BELL STREET

National Landing Park Master Planning

FLEXIBLE DINING AREA

Centraly located in the courtyard, this dining area could support ground level retail in the proposed arts venue and engage the performance space

GREEN ROOF OVER RETAIL

GAME SPACE

B-STREET 0

20’

SCALE: 1” = 40’-0” 40’

80’

GRAND STAIR

Welcoming users from Crystal Drive, this verdant ascent into the park allows it to unfold with each step

National Landing Park Master Planning

Opportunities CLARK/BELL STREET

• • • • • •

TRANSIT PLAZA Flexible Plaza Tree Bosque Outdoor Dining Garden Spaces Water Feature Art Element

• • • • •

GARDEN

Outdoor Dining Garden Spaces Seat Walls Small Gathering Spaces Drop-off Area

• • • •

LOWER PLAZA Flexible Courtyard Retail Kiosks Outdoor Dining Tree Bosque

• Water Feature • Pavillion • Stairs

Existing/future Metro Station activates park

B STREET

Constraints

CRYSTAL DRIVE

ICONIC GATEWAY ELEMENT

Continuation of B-Street to provide more activity and connectivity

Existing buildings to provide active edge

18TH STREET

Bus transit stop activates park

SITE BOUNDARY

East Metro Plaza

Garage entry bisects park space

FUTURE POTENTIAL LOBBY

MOUNDED GARDEN

Topographic planting interventions would carry through the park and spill over its edges creating vertical variation in the ground plane

Significant grade change through site

SMALL GATHERING SPACE

FLEXIBLE PLAZA WATER FEATURE

A generous pedetrian promenade wraps the building periemter to activate all edges of the 360-degree building facades

CRYSTAL DRIVE

TRANSIT PLAZA

KIOSK

SEATING, DINING

SMALL GATHERING SPACE, SEATING

DROP-OFF ZONE

18TH STREET

B STREET

MOUNDED GARDEN

NEW METRO STOP FLEXIBLE DINING AREA SCALE: 1” = 50’-0” 0

National Landing Park Master Planning

WATER FEATURE

Situated at the heart of the park a cascading water feature will serve as its focal point and enhance the presence of nature through sound

BELL STREET

EXISTING WEST METRO PLAZA

WATER FEATURE

Flexible outdoor dining spaces spill out onto plaza from proposed botique hotel

PEDESTRIAN PROMENADE

25’

50’

100’

KIOSKS

Retail kiosks in lower plaza activiate pocket park and entice users in from Crystal Drive

Centraly located in the courtyard, this dining area could support ground level retail in the proposed arts venue and engage the performance space National Landing Park Master Planning

Opportunities

Long Bridge Landing

CRY STA

SIT

12T HS

TRE ET

Open space surrounded by a high density of residential users

RIV

Park has mature vegetation that can be utilized Open space will serve as a gateway to long bridge and development

Constraints

DOG PARK

Situated at the southern edge of the site, a fenced dog park serves as an amenity for nearby residents

Park disconnected from adjacent uses

Adjacent parking is a barrier from residential access Open space situated in remote corner of development

C South Garden Dog Park Garden Spaces Seating Niches

Tree Allees Bench Seating Garden Spaces

Plaza

Wrapping the perimeter of the site a nature rich walking path provides nearby office tenants and residents a place to take a stroll

Iconic element doubling as a bandshell and shade structure anchors the southern end of the lawn

SCENIC TRAIL

SCULPTURAL BANDSHELL

Buffer

Bandshell/Pavilion Event Space Active Recreation Passive Recreation

Central lawn provides opportunities for active and passive recreation activities

GARDEN SPACES

Flexible Plaza Seat Walls Art/Water Feature

B Central Lawn

Walking Path Seat Walls Garden Spaces

DOG PARK

CR YS T AL

WATER FEATURE

Situated at the heart of the park a cascading water feature will serve as its focal point and enhance the presence of nature through sound

IVE

SCENIC TRAILS

PASSIVE RECREATION

A Promenade

PAVILION

FLEXIBLE LAWN

NATIVE GARDEN

STA

SIT

12T

CRY

TRE

Lush garden spaces would form the perimeter of the scenic trail

RIV

A RY

SEATING NICHE

RAILROAD

FLEXIBLE PLAZA

NATIVE GARDEN

WATER FEATURE

0 80

National Landing Park Master Planning

30’

SCALE: 1” = 60’-0” 60’

100’

FLEXIBLE LAWN

a large fleixble lawn forms the dominant feature of the park and becomes the Green Town Square for the community National Landing Park Master Planning

23RD Street Park

RICHMOND HIGHWAY SI TE BO U N DA RY

Opportunities

12th and Richmond Highway serve as potential gateway into development

ND HIGH

CL ARK /B

WAY

E L L ST R

Open space is bisected due to garage entry and elevated plinth Park lacks activation from impermeable office frontage

Outdoor Dining Flexible Seating Game Space Container Garden

D Landscape Buffer

FLEXIBLE PLAZA

PLAZA

LANDSCAPE BUFFER

LANDMARK

SLOPED PLANTED ISLANDS

Woodland Garden Walking Path Garden Spaces Iconic Sculpture

C B 0

Reminiscent of small European plaza, this central space provides a flexible platform for events or small concerts

Tree Allees Retail Kiosk Flexible Plaza Tree Bosques Outdoor Dining Flexible Seating Vehicular Drop-off Garden Spaces

C Employee Terrace

KIOSK

12TH STREET

Edge of development-less visibility, pedestrian traffic

Flexible outdoor dining spaces spill out onto plaza from proposed botique hotel

Elevated highway acts as barrier

SMALL GATHERING SPACE

EE T

12TH STREET

Open space to create dynamic programmatic opportunies for adjacent building use

Constraints

A Street Plaza

MOUNDED GARDEN

Topographic planting interventions would carry through the park and spill over its edges creating vertical variation in the ground plane

S IT E B O U N DA RY

RICHMO

Iconic art piece ssituated at the northwest corner of the site denotes the threshold into National Landing form Richmond Highway

STR E 12T H

RICHMOND HIGNW AY

SCULPTURAL ELEMENT / LANDMARK

ST RE ET

CLARK/BELL STREET

National Landing Park Master Planning

20’

SCALE: 1” = 40’-0” 40’

80’

FLEXIBLE DINING AREA

Centraly located in the courtyard, this dining area could support ground level retail in the proposed arts venue and engage the performance space

National Landing Park Master Planning

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