PORTFOLIO 2012-2015
Xinjun Gu Tel: +86 136-2624-8337 E-mail: gooxinjun@126.com Address: 175 Beacon St, Apt 203 Sommerville, MA 02143
CONTENT 01 MOTION[SCAPE]
04
02 TREME 2.0
14
03 FLUX CITY
20
04 RISK RESPONSE UNIT
31
05 DIMENTIONAL DENSITY
36
06 MANGROVE PARK
38
07 PRUDENTIAL PLAZA
40
08 NORTHEASTERN UNIVERSITY
42
09 MERIDA SHOPPING CENTER
48
Liminal Space: Transforming the Taylor Yard
NOLA’s Old Urbanization Path Leads To New Trend
Generative Ecology
An Investigation Into Topography
Planting Design Practice
Ecological Design
Commercial Plaza
Campus Courtyard
Commercial Plaza
01 MOTION[SCAPE]
Liminal Space: Transforming the Taylor Yard
[Speed, Perspective and Experience] Location: Los Angele, CA
4
The project site, Taylor Yard, is located in Los Angeles, CA. The site is an abandoned train factory, which now is facing the revitalization proposals. Set within a highly politically-charged context, the complex issues of water, ecology, infrastructure, and urbanism at the G2 Parcel warrant urgent explorations and design resolution. My topic is to use perceptive ways to experience different speeds. Based on these researches, I try to use methods of topography and art infrastructure to revitalize the site. Topography as a way to transform peoples’ speed and change the view shed, while art infrastructure provides more art experience. Different detailed nodes are set up for people to feel the close link to Taylor Yard as well as Los Angele River.
5
6
DESIGN STRATEGY
7
8
9
DETAIL MODEL
RIVER BANK
ABANDONED RAIL GARDEN
10
RIVER BANK
ABANDONED RAIL GARDEN
INNER CHANNEL BANK
11
CATALOG
SECTION PERSPECTIVE
12
VIDEO http://youtu.be/JQvtemCkPXc
13
14
02 TREME2.0
NOLA’s Old Urbanization Path Leads To New Trend
[Real Estate, Urban Design and Landscape] Location: NewOrleans, LA Collaborator: Alex Lara, Jiaqi Wang, Yuan Fang, Yinjia Gong
The new lifestyles are weaved into three development phases by a series of multi-layered connections. From North to South, Tremé 2.0 is linked by three identity corridors connecting CBD and Vieux Carre in the south and expanding to Midcity in the north. The “Porch Corridor” along Canal St. provides a lively urban life with convenient transit and great health service for active older adults looking to live near downtown. The “Parlor Corridor” along Bienville Ave. is centered on a complete street idea and provides Millennials with an urban village lifestyle of work/live/play at a walking distance. The “Patio Corridor” grafts onto the Lafitte Greenway to create a dynamic space for indoor/outdoor interaction among the old and new community. Tremé 2.0’s three corridors are weaved together by a series of street and sky paths that allow everyone to experience the notion of the balcony in Vieux Carre and create an extensive pedestrian infrastructure system, “The Parade”. Cutting through blocks, intertwining with sidewalks, rooftops, greenway, and space under the highway, The Parade creates a multi-level safe path that always puts eyes on the streets.
15
PHASE DETAIL AND DESIGN INNOVATION
Double Shotgun
rent rent
16
Drainage Infrastructure @ Lafitte Greenway
live
live
Porous Pavin @ Bienvil
ng Surfaces lle Street
rent
rent live
live
Infiltration @ Lafitte Greenway
17
DAY: UNDER-BRIDGE SPACE
NIGHT: UNDERBRIDGE SPACE
18
COMMERCIAL DISTRICT
PORCH CORRIDOR
19
20
Sea Level Rise/ Inundation Retreat
Mean High Water
Low Marsh
Mean Low Water Subtidal
Jamaica Bay faces more and more severe problems of marsh decresing, which brings the loss of habitat for various species and the inundation issue. Focus on the restoration the marsh ecosystem, our group choose the topic of salinity as the first step to investigate the possibility of the new community. Based on the research of phenomena, we conclude the basic theory of salinity. After analyzing the salinity condition in Jamaica Bay, we try to use landform as a strategy to create a new marsh ecosystem which have different salinity levels. The lanforms serve as a buffer zone transisting from new urban grid to the sea, mixing urban run off with the sea water. To face different existing salinity condition and current condition, the buffer zone could be modified to face six specific situations happening in the site.
Mudflat
Soil Movement
INVESTIGATION INTO THE PHENOMENA Natural Wetland
Salinity Gradient
Accessibility
Plant Viability
Runoff/ Soil Loss
Salinity Level
Extreme Spring High Water
Sea Level Rise/ Inundation Retreat
Mean High Water
Revetment Breakdown
Mean Low Water
New infrastructures are built up based on the topic, to make the landform function as well as provide civilians get access to the new habitat for different species.
High Marsh
Subtidal
Artificial Embankment
New city is built up on the basis on the landform and infrastructure. Considering the sun light needs, and the access needs the block has a original protype. With the desity changing from the city to the sea side, the block changes, to creat a multi-program, resilient new community.
Salinity Gradient
Accessibility
Plant Viability
Runoff/ Soil Loss
Plant Viability
Runoff/ Soil Loss
Plant Viability
Runoff/ Soil Loss
Salinity Level
Extreme Spring High Water
slope range 45%
Mean High Water
Sea Level Rise/ Inundation Retreat
Mean Low Water Grid Generation and Variation Subtidal
Topographic Elements Vegetation
Basin: Collecting Seawater
Existing Urban Grid
Reforming Wetland: Terracing Salinity Gradient
Accessibility
Seawater new urban grid - transition
Berm
Berm: Directing Urban Water
Salinity Level
Urban Water
Extreme Spring High Water Mean High Water Seawater
Basin
Vegetation
Sea Level Rise/ Inundation Retreat
Mean Low Water Proposed System Grid Subtidal Urban
Reforming Wetland: Terracing + Digging Salinity Gradient
Accessibility
Sea 16 14 12 10 8 6 4 2 0
+
-
+ - + -
+
-
+
-
+
-
21
PHYSICAL MODEL INDICATING SALINITY GRADIENT
22
LANDSCAPE AND INFRASTRUCTURE CATALOGS Ecological System Formation Landscape Unit Dimensions Earthwork Estimation
1.5x MHW
MHW
Basin slope range 15% - 40%
Mound slope range 20% - 45%
Infrastr
Wave Speed x 1.0/ 1.5/ 2.0
Wave Height x 1.0/ 1.5/ 2.0
0.4
Topographic Elements Vegetation
Basin: Collecting Seawater
3.6
4.0
8% 5.
+2.9+0.2 +2.1 -1.1
+0.6
Wave Volume x 1.0/ 1.5/ 2.0
MLW 0.8
2.0
2. 4
1.2
2.8
1.6
3.2
Cut (58 basins) 51,442 m3
Fill (54 mounds + hilltop) 34,892 m3
+1.7
+2.5 -1.9
-2.5 a 1.5a 2a
4.4
a
1.5a
2a
+
a
1.5a a
2a
4. 8
Seawater 2% 2.
+0.9 +2.6+0.7
+2.5 -1.1
+2.8-0.5
+2.2
+1.8
-1.9
-2.9
Salt Distribution (Salt Content Quantity = Salinity Level x Water Quantity) Berm Berm: Directing Urban Water Interval Gradient x 2; Equal Depth x 2
+3.1 +0.7
+2.8 -0.5
+1.8
+2.5
-1.0
-1.8
+1.7
Equal Interval x 3; Equal Depth x 3
Interval Gradient x 3; Equal Depth x 3
Urban Water
+M
-2.6
Seawater 45 %
+1.3
Basin
35 .2%
+2.6 +0.6
33 .3%
+2.5 +0.1
+1.8
32 .4%
-0.7
+2.2
4
33.5 %
-1.8
Vegetation 3
+1.8
7
3
3
5
5
4
-3.0
3
3
2
3.6%
+1.1
11.0 %
+1.0
+2.9
+2.9 +0.2
+0.2
+2.6
Interval Gradient x 2; Depth Gradient x 2 +2.6
-0.7
+2.5
-1.8
+1.7
-2.6 16 14 12 10 8 6 4 2 0
-0.2 +1.8
-0.7 +2.1
3 16 14 12 10 8 6 4 2 0
-3.0 +0.6
+2.6
+0.5 +2.3
+
-
+ - + -
-
+
+
-
+
-
-1.9 +1.9
+3.0
Interval Gradient x 3; Equal Depth x 3
Interval Gradient x 3; Equal Depth x 3
-0.7
8
2
+ 3
+-
5
+ -
+
4
-
1
7
2
+
-
4
-
+
5
+
4 4 -
5 4
5
+2.4 -1.5 +1.0
+2.5
39 .0 %
+2.6
Surface12 Salinity
+0.2
27 .8 %
+1.8
10 8 6 4 2 0
28 .8 %
-0.7 % .5
+2.1
25 .8 %
-1.9 .8
24
+1.4 +0.5
%
+3.1
+2.6
16 14
-2.7
33 .5 %
22
+3.3
Phenomena Catalogs: Stratification of Fresh and Sea Water at Confluence
+1.7
+0.2
39 .0 %
+1.9
36 .0 %
.4%
24
+2.6
-
- +High - Tide +22pm +-
+
-
+ -
+
-
+
-
+
-
+
3 am
-
+
6
-
16 14 12 10 8 6 4 2 0
-3.1 -1.1
+
-2.2 +0.5 +2.0
+2.6 +0.5
16 <0.1_Drinking Water 14
-3.1
12 10 8 6 4 2 0
0
-1.1
0.
+1.9
10 psu 8_Baltic Sea
-0
.4
+2.1
5 psu
> 0.5_Brackish Water 2_Max. for Agricultural Use
-2.3 +2.5 -0 .8
+1.9
-1.0
16 14 12 10 8 6 4 2 0
-3.1
+2.6 -2.2
-1.
2
+2.2 -3.0 +2.4
Urban Water
-2.6
1: 500
Salinity
Seawater
23
DETAIL PLAN
GRID TRANSFORMATION Existing Urban Grid
new urban grid - transition
Proposed System Grid
NEIGHBOURHOOD FORMATION
24
BUILDING CATALOG
25
Average Rainfall
100-yr Flood
Dry Season and Winter
New Community
Wetland Species / Flood Buffer
Channel Widening in Low Density Areas / Phytoremediation
Programs along Banks
Productive Ecologies: Runoff Irrigation
Normal Tidal Condition
Storm and Neap Tide
Storm and Spring Tide
Viewshed / Open Space
Runoff Collection Channel
Road / Underground Water System
Productive Landscape
Urban Runoff Management: Channels and Reservoirs / Purification Pools
Average Rainfall
100-yr Flood
Dry Season and Winter
26 Runoff after Preliminary Treatment
Drip Irrigation
Salt and Pollutant-tolerant Crops
Average Rainfall
100-yr Flood
Dry Season and Winter
Storm Channel
Runoff after Preliminary Treatment
Drip Irrigation
Salt and Pollutant-tolerant Crops
Water Exchange Interface: Artificial Salt Marsh
Low Tide, No Storm
High Tide, No Storm
Wetland Species / Flood Buffer
1.5x High Tide, Heavy Storm
Channel Widening in Low Density Areas / Phytoremediation
Programs along Banks
Sea-side Landform
Productive Ecologies: Runoff Irrigation
Normal Tidal Condition
Storm and Spring Tide
Storm and Neap Tide
27 Densely Planted Area / Surface Runoff Purification
Open Space / Extreme Surge Buffer
Water Exchange Buffer / Salt Marsh Species
initial stage infrastructure commercial development for existing city
future stage density increases higher intensity
initial stage infrastructure vast open space sporadic development
future stage density increases open space recovery due to sea level rise and climate change
future stage 1 erosion of sedimentation pools slight internal erosion
future stage 2 obvious erosion and sea level rise new units built
future stage 1 erosion of sedimentation pools slight internal erosion
28
future stage 2 new units and infrastructure built old infrastructure abandoned
BIRD’S EYE VIEW
29
04 RISK RESPONSE UNIT An Investigation into Topographies of Resilience
[Response, Military and Succession] Location: Cape Cod, MA Type: teamwork with Mckenna Mcketty, Sourav Biswas
Preserved Gun Shot Patch
Preserved Corridor
Wind Rsistent Patch
Cleared out Patch for Remediation
Remediation Function Corridor
Preserved Forest
Road Notion Patch
Patch Risk Gradiant Patch Connection Main Corridor Landform Mesh
30 Corridor + Patch
he RRU risks ontamination andfalls. By hic operastation stratethe Cape nfigured to sk Response training in ment tactics
CONCEPTUAL MASTER PLAN
By implementing a set of topographic operations supplemented by a reforestation strategy that leads to the creation of the Cape Cod State Forest, the site is configured to house the operations of the Risk Response Unit. A taxonomy of landforms generate hydrological patterns that influence vegetal growth, thus creating a topographical base to negotiate the presence of multiple programs with varying compatibilities. The topographic and vegetative strategies are deployed with the intent of creating a Protected State Forest. The Cape Cod State Forest creates a buffer zone to protect the aquifer from suburban expansion while creating a common resource for the Cape Cod community. The forest management strategy - if implemented on military bases under the Base Realignment and Closure - will also help create a strategic carbon reserve. ForINDEXING RISK + VEGETATION estry management practices encourage sucZone cession from pine trees vulnerable to hurricane events toward hard-wood oak forests.
Type C1
GRID GEOMETRY + LANDFORM
Type C2
T
G7
Furthermore, corridors of wind-resistant Platanus x acerifolia and Liquidambar Styraciflua are designed in collaboration with the neighboring communities to form recreational trails, as well as a protective wind buf_Forest patch density fer that becomes an evacuation route during emergencies. GRID GEOMETRY + LANDFORM INDEXING RISK + VEGETATION
Type C1
Type C2
Type R1
Zone
G7
Risk Response Unit (RRU) The landoforming strategy for the RRU responds immediately to local risks associated with groundwater contamination and vulnerability to hurricane landfalls. By implementing a set of topographic operations supplemented by a reforestation strategy that leads to the creation of the Cape _Forest patch density Cod State Forest, the site is configured to house the operations of the Risk Response Unit (RRU) - a specialized Unit training in evacuation and shelter-deployment tactics during emergency and cultivating long-term strategies in coastal resilience.
_Forest corridor density
TOPOGRAPHY + HYDROLOGY
Movement corridors are designed to connect with the community to establish the RRU as a central component to Cape Codâ&#x20AC;&#x2122;s emergency infrastructure and reach out to the coast allowing future research into coastal-urban challenges of saltwater intrusion, nitrogen eutrophication, hurricane risk, coastal erosion, and sea-level rise. _Forest corridor density
31
TOPOGRAPHY + HYDROLOGY
EMERGENCY VEHICLES
CAMPS WITHIN THE MMR
ILLUSTRATIVE SECTION
TWO LANDFORMS
Depression
32
Corridor
VEGETATION ANALYSIS
January Coldest month. Ground freezes.
December
February
Ponds clear as the algae dies.
Red Maple and blueberry buds turn brighter red.
Odocoileus virginianus
Ground cover
Tree
lay
er
November First snowfall occurs early in the month.Leaves fall.Official end of hurricane season on the 30th.
Aix sponsa
Cyanocitta cristata
Beach Plums
March ore
am
c Sy
Sand builds back onto the beaches as winter winds and storm waves become less frequent.
um
tg ee
Sw
Pooecetes gramineus
Ponds
Best fall color occurs in the last week of October.First northeaster brings blustery winds.
October
April The first leaves begin to open, specially in thickets. Many ponds turn green or greenish-brown as algae reproduce
Meleagris gallopavo Red maples are at their brilliant peak.Salt marshes turn brown.Ocean water is still warm enough to support hurricanes.
Rain Water
September
May Humid air from over the Gulf Stream blowing over Cape waters brings in fog season Beach Plums bloom.
Ma
rsh Temperature
Northern Parula
Beach Plums begin to ripen. Sewater temperature reaches its peak in the middle of the month.Red Maples turn red.
August
Grasses bloom. Salt marshes green up. Hurricane season officially begins. Carduelis tristis Fog still forms with southerly winds, frequency decreases toward the end of the month as the inshore water warms.
July
June
Temperature
Rainfall
Seed
33
DEVELOPING PROCESS
exavation & movement
detection & remediation
succession with water and wind
long-term succession
PHYSICAL FOREST MODEL
Detail 1: Depression
34
Detail 2: Mount
VISION
B10
A7
A10
EPA
Cape Cod Guard
Cpae Cod Commision
A8
Cpae Cod Civilian
B7
35
05 DIMENTIONAL DENSITY Planting Design Practice
[Density, Species and Transformation] Location: Boston, MA
VERTICAL DENSITY CHANGE
36
BUILDING: LIGHT TO DARK SPACEn
GARDEN: LIGHT TO DARK SPACEn
FORMATION OF DENSITY GRIDn
37
06 AECOM MANGROVE PARK Ecological Design
Location: Nanning, China Time: 06/2014
Low Tide Condition
38
High Tide Condition
39
MYKD 06 PRUDENTIAL PLAZA
Commercial Plaza Location: Boston, MA Time: 06/2015 Planter Model
Birdâ&#x20AC;&#x2122;s Eye View
40
Planter_3 Detail
Planter_3 3D Printing
Granite
Concrete Base
Axon
Sections
41
MYKD 07 NORTHEASTERN UNIVERSITY
Campus Courtyard Location: Boston, MA Time: 09/2015
Krentzman Courtyard Plan
42
Krentzman Site Section
Krentzman Sculpture Section
Krentzman Canopy Section
Stearns Center Site Section
43
Sculpture Material Study
Sculpture Section
Bench Plan and Section
45
46
47
MYKD 08 Merida Shopping Center
Commercial Plaza
Location: Merida, Mexico Time: 11/2015
48
Master Plan
Exterior
PROJECT LANDSCAPE AR
Typical Paving Module
b
PROJECT ARCHITECT:
SP - 1 - 60cm(W) x 90cm(L) SP - 1 - 30cm(W) x 90cm(L)
ELKUS MANFREDI 25 drydock avenue boston, massachusetts 02210 p 617.426.1300
SP - 2 - 30cm(W) x 90cm(L) SP - 2 - 60cm(W) x 90cm(L) Paving Module Type 2 Bench, Type Varies, See Materials Plans.
OWNER:
90
30
60
SP - 3 - 30cm(W) x 90cm(L) SP - 3 - 60cm(W) x 90cm(L)
390
90
Paving Module Type 2 SP - 1
Plan
2
Paving Module Type 1 Enlargement Plan - Dark Paving in Interior Street Scale: 1:100
Plan
3
SP - 2
SP - 3
Paving Module Type 1 Rendered Plan - Dark Paving in Interior Street Scale: 1:100
Plan
PROJECT NAME AND LO
VIA MONTEJ C
M
SP - 4 - 30cm(W) x 90cm(L) SP - 4 - 60cm(W) x 90cm(L) SP - 5 - 30cm(W) x 90cm(L) SP - 5 - 60cm(W) x 90cm(L)
Bench. Type Varies, See Materials Plans. SP - 6 - 60cm(W) x 90cm(L) SP - 6 - 30cm(W) x 90cm(L)
30
PROJECT NUMBER:
DATE:
90
18 DECEM
100% DESIGN DEVE
60
REVISIONS:
90
SCALE:
SEE DRAW
DRAWING NAME:
PAVEMEN CURBING
SP - 4
SP - 5
SP - 6
DRAWING NUMBER:
Paving Module Type 1 Plan
5
Paving Module Type 2 Enlargement Plan - Light Paving for Interior and Exterior Scale: 1:100
Plan
6
L4.
Paving Module Type 2 Rendered Plan - Light Paving for Interior and Exterior Plan Scale: 1:100
49
b
PROJECT ARCHITECT:
Paving Module Type 4
ELKUS MANFREDI
SP - 2 - 30cm(W) x 90cm(L) SP - 2 - 60cm(W) x 90cm(L) SP - 3 - 30cm(W) x 90cm(L) SP - 3 - 60cm(W) x 90cm(L)
25 drydock avenue boston, massachusetts 02210 p 617.426.1300
SP - 1 - 30cm(W) x 90cm(L) SP - 1 - 60cm(W) x 90cm(L)
OWNER:
Water Feature
30
90
420 60
nt
PROJECT LANDSCAPE AR
Waterfront Paving Module
90
Paving Module Type 2
Paving Module Type 4 SP - 1 Plan
2
Paving Module Type 3 Enlargement Plan - Dark Paving in Waterfront Scale: 1:100
Plan
3
SP - 2
SP - 3
Paving Module Type 3 Rendered Plan - Dark Paving in Waterfront Scale: 1:100
Plan
PROJECT NAME AND LO
Paving Module Type 3 SP - 6 - 30cm(W) x 90cm(L) SP - 6 - 60cm(W) x 90cm(L) SP - 2 - 30cm(W) x 90cm(L) SP - 2 - 60cm(W) x 90cm(L) SP - 3 - 30cm(W) x 90cm(L) SP - 3 - 60cm(W) x 90cm(L)
Water Feature
VIA MONTEJ C
M
PROJECT NUMBER:
DATE:
18 DECEM
100% DESIGN DEVE
60
30
REVISIONS:
90
90
SCALE:
SP - 5 - 60cm(W) x 90cm(L) SP - 4 - 30cm(W) x 90cm(L) SP - 5 - 30cm(W) x 90cm(L) SP - 4 - 60cm(W) x 90cm(L)
SEE DRAW
DRAWING NAME:
PAVEMEN CURBING Paving Module Type 3 SP - 2
Plan
5
50
Paving Module Type 4 Enlargement Plan - Transition Paving in Waterfront Scale: 1:100
Plan
6
SP - 3
SP - 4
SP - 5
Paving Module Type 4 Rendered Plan - Transition Paving in Waterfront Scale: 1:100
DRAWING NUMBER:
SP - 6
Plan
L4.
60
Fountain Edge Section Scale: 1:20
120 Fountain Edge Section Fountain Edge Section 3 2Scale: 1:20 Scale: 1:20
65
Undisturbed or Compacted 60 Subgrade
30
30
30
30
34
Water jet Nozzle, Refer to Water Water Jet Nozzle,Feature Refer toConsultant Water 9 10 11 Feature Consultant L4.01 L4.01 L4.01 Custom Fountain Pattern
120
60
25 drydock avenue boston, massachusetts 02 p 617.426.1300
30
OWNER:
Align Paver Joint w/ Edge of Slab
Section
60
30
Align 6 cm Paver Stone Joint Paverw/ Setting Edge of Bed Slab
Stone Block
9 10 11 Custom Fountain Pattern L4.01 L4.01 L4.01
Concrete Slab w/ Reinforcement as Required. Compacted Gravel Base
27
65 15 65
Water Jet Nozzle, Refer to Water Feature Consultant 9 10 11 Custom Fountain Pattern L4.01 L4.01 L4.01
Concrete Slab w/ Reinforcement as 6Required. cm Stone Paver Setting Bed Compacted Concrete Slab w/ Gravel Base Reinforcement as Required. Undisturbed or Compacted Compacted Gravel Base
Undisturbed or Compacted Subgrade
Subgrade
15
Water Level Bottom of Pool Fountain Edge Section Scale: 1:20
30
60
30
VIA MONTE C
PROJECT NAME AND L
Align Paver Joint w/ Edge of Slab
Section
VIA MONTEM C
Section
45 Water Jet Nozzle, Refer to Water Feature Consultant 9 10 11 Custom Fountain Pattern L4.01 L4.01 L4.01
15
45
Water Level Bottom of Pool
75 75 105105
30
PROJECT NAME AND L
Undisturbed or Compacted Subgrade
M
27
4
Fountain Edge Section Scale: 1:20
120
65
4
Fountain Edge Section Scale: 1:20
Section
5 9
64
13 539 9
64
6 cm Stone Paver Setting Bed
Stone Bench 141 Stone Bench 141
Concrete Slab w/ Reinforcement as Required. Concrete Slab w/ CompactedReinforcement Gravel Base as Required. Concrete Slab w/ Reinforcement as Required. Setting Bed
183 183
13 39
45
3
181
CompactedCompacted Gravel Base Setting BedGravel Base
181
Water Level Water Level 5 45 5 45
Water Level Bottom of Pool
Undisturbed or Compacted 30 Subgrade
PROJECT ARCHITECT
ELKUS MANFRE
Section
Section
60
15
Water Level Bottom of Pool
Concrete Slaborw/ Basin Design, Plumbing and Undisturbed Waterproofing, Reinforcement Compacted Mechanical. as Required. Subgrade Compacted Gravel Base
45
3
Concrete Slab w/ Reinforcement as Required. Compacted Gravel Base
27
Bottom of Pool
15
Water Level
Refer to Water Feature Consultant for
Setting Bed
45
L4.01 L4.01 L4.01
9 10 11 Water Level L4.01 L4.01 L4.01
Bottom of Pool
Undisturbed or Compacted Subgrade
PROJECT NUMBER:
PROJECT NAME AN
PROJECT NUMBER:
VIA MONT
Fountain EdgeDetail Section Waterfront 4
33
70 70
45
4545
180
Section
64 64
Stone Stone Bench Bench 139 139
184
182 180
180
182180
Stone Bench Section Scale: 1:40
120
120
Concrete Concrete Slab Slab w/ w/ Reinforcement as Reinforcement as Required. Required. Compacted Gravel Compacted Gravel Base 180 Base Setting Bed
45
9 6
100% DESIGN DEV
REVISIONS: REVISIONS:
DATE:
180
Stone Bench 32 64 180 139 9 5Stone Bench Section 13 39 1:40 Scale:
180
180
180
180
180
180Concrete Slab w/
184
Section
Stone Bench Section Scale: 1:40
182
120
Water Level
REVISIONS:
DRAWING NAME:
DRAWING NAME:
EDGE D
180 Section
DRAWING NUMBER:
Section
SCALE:
7
7
Fountain Perspective View
32
9
180
Stone Bench Section Scale: 1:40
180
180
180
L4.
DRAWING NAME:
L4.
MAIN WAT EDGE
180
Section
DRAWING NUMBER
51 Plan
7
Fountain Perspective View
SEE D
DRAWING NUMBER:
Fountain Perspective View
Fountain Perspective View
SEE DRA
SCALE:100% DESIGN SEE DRAD
MAIN WATE MAINEDGE WATED
180
Reinforcement as Required. Compacted Gravel Base Setting Bed
18 DE
SCALE:
180
Setting Bed
15515
260
32
9
18 DECE
100% DESIGN DEV
PROJECT NUMBER
Fountain Perspective View
6
18 DECE
DATE:
Water Level
Water Water Level Level
184
13 39 13 39
8
DATE:
181
26 2600 290 70
180
Fountain Perspective View
6
Plan
180
Concrete Slab w/ Reinforcement as Required. Compacted Gravel Base Setting Bed
183
33
Plan
180
Stone Bench 141
64
9
5 9 5
Fountain Perspective View
180 Section
Section
13 39
9
5
180
180
Scale: 1:40 5
75 105
180
Stone Bench Section Stone Bench Section Scale: 1:40
88
Fountain Perspective View
180
5 45
Fountain Perspective View
180
15515 15515
Scale: 1:20
55
290 290
33
L4