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M E M O R I A L B O S T O N , M A S S A C H U S E T T SR e s i l i e n c e : a m e m o r i a l f o r t h e B o s t o n M a r a t h o n B o m b i n g s
M U S E U M G E N O A , I T A L YB r e a k i n g P o i n t : a m u s e u m f o r w a r a n d p e a c e
R E C R E A T I O N M O U N T A I N R E S T , S O U T H C A R O L I N AP a d d l e U p s t a t e C h a t t o o g a R i v e r k a y a k l a u n c h p a r k
A C A D E M I C
N E W B E L G I U M B R E W E R Y A S H E V I L L E , N O R T H C A R O L I N As t a k i n g a n d m a t e r i a l s p l a n s
E L E C T R O L U X C O R P O R A T E H E A D Q U A R T E R S C H A R L O T T E , N O R T H C A R O L I N Ap l a n t i n g p l a n s a n d d e s i g n
P R O F E S S I O N A LC o l e J e n e s t & S t o n e s u m m e r s 2 0 1 3 a n d 2 0 1 4
6 2
5 8
4 4
3 2
2
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AD
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1
R E S I L I E N C E : a m e m o r i a l f o r t h e B o s t o n M a r a t h o n B o m b i n g s
The events of April 15, 2013 forever marked the cultural landscape of Boston, MA and permanently scarred the history of the nations old-est marathon. But when examining the effects of the Boston Marathon %RPELQJVRQWKRVHLPSDFWHGVHYHUDOWKLQJVEHFRPHHYLGHQW7KHUVWLVthat there were three distinct groups that were impacted- the metro area of Boston, the runners who raced that day, and those who were severely injured. These three groups were impacted in different ways and recovered in different ways. The second over arching trend, is the pattern of recovery, strength, and resilience. This is the factor that is being recognized and commemorated in the three site memorial system along the 26 mile course. Each site is in honor of one group impacted. Resilience grows over the sites and along the course just as would during the race. For this proj-HFWDVLQWKHSK\VLFDOZRUOGUHVLOLHQFHLVGHQHGWKURXJKFRPSOH[LW\7KHmore complex, the more resilient. Complexity is built through out the sites LQSK\VLFDOIRUPHFRORJLFDOGLYHUVLW\DQGOHYHORIH[SHULHQFH7KHUVWVLWHis rigid with monocultures and one group of experience ,but by the third site the forms are organic with rich species diversity and experience potential.
b o s t o n , M a s s a c h u s e t t s
2
site 3chestnut hil l reservoirboston, ma
site 2warren parkwel lesley, ma
site 1fisk pondnat ick , ma
3
s i t e 1 s i t e 2 s i t e 3
4
Fisk Pond
66 light shafts
Commuter rail line
66 Columnar English Oak
Highway 135/marathon course
s i t e 1f i s k p o n d m i l e 9
1
2
3
4
5
1.
2.
3.
4.
5.
0 50 100 200 N5
s i t e c i r c u l a t i o n l i g h t i n g s t r u c t u r e s s h a d e p a t t e r n
6
7
w i n t e r s e c t i o n 8
m o r n i n g c o m m u t e e n v i s i o n e d
9
e v e n i n g c o m m u t e e n v i s i o n e d
10
11
s i t e i n b i r d s e y e p e r s p e c t i v e
s i t e i n m o t i o n 12
s i t e 2w a r r e n p a r k m i l e 1 6
Warren Recreation Department
Warren Park playground
1.
2.
100m training run
10m sculptural markers
Connective path
Ground cover markers
Washington street/marathon course
3.
4.
5.
6.
7.
1
2
3
4
5
6
7
0 25 50 100 N13
s i t e c i r c u l a t i o n s c u l p t u r a l m a r k e r s
s h a d e p a t t e r ng r o u n d c o v e r m a r k e r s
14
15
s i t e i n s e c t i o n 16
1 0 m e t e r s c u l p t u r a l m a r k e r s17
s i t e i n b i r d s e y e p e r s p e c t i v e
18
19
20t r a i n i n g r u n i n p e r s p e c t i v e
s i t e 3c h e s t n u t h i l l r e s e r v o i r m i l e 2 1
Commonwealth ave./marathon course
Reilly Memorial Recreation Center
1.
2.
Curvilinear path system3.
Mesh bench structure4.
267 reflective lights5.
6. High point 135.6
7. Low point 118.3
8. Chestnut Hill Reservoir trail
9. Chestnut Hill Reservoir
1
2
3
4
5
6
78
9
0 50 100 200 N21
s i t e c i r c u l a t i o n a d j u s t e d t o p o g r a p h y
s h a d e p a t t e r ng r o u n d c o v e r s22
23
s i t e i n s e c t i o n 24
s i t e i n b i r d s e y e p e r s p e c t i v e
25
20
P L A N T T Y P O L O G I E S
t r e e s p e c i e s
u n d e r s t o r y
g r a s s e s a n d g r o u n d c o v e r s
w a t e r t o l e r a n t p l a n t s
26
h i g h p o i n t e n v i s i o n e d
27
g r o v e e n v i s i o n e d
28
29
l o w p o i n t e n v i s i o n e d 30
31
B R E A K I N G P O I N T : a m u s e u m f o r w a r , p e a c e a n d t h e t i m e s i n b e t w e e n
7KLVSURMHFWSUHVHQWHGWKHFKDOOHQJHWRGHQHDQDUUDWLYHRIZDUand peace through a collaborative system of building and site. 2XUJURXSGHQHGWKHSDWWHUQRIZDUDQGSHDFHDVDERWKOLQHDUand cyclical concept. Peace is a time of simplicity and clarity, but when tensions rise, suddenly there is a breaking point in the serene state of peace. Suddenly there is war, a time of chaos, pain, confusion and fear. However, the end of this state is not always clear. Times of chaos and disorganization can continue RQIRUGHFDGHVDIWHUDZDULVRIFLDOO\RYHU7KLVSHULRGRIpost-war chaos can ultimately fade into peace again. The site, located at the terminus of Genoas longest boulevard, overlooks the citys port and the Mediterranean Sea. This concept of war and peace is explored through the circulation and built forms of both the building and site.
g e n o a , i t a l y
32*group project with Marc Clinton, MLA and Courtney Proctor, BArch
50010002000
1m: 500m
n
1
2
3
4567
8
9
10
33
S I T E P L A N
1. Via Corsica2. Existing apartment buildings3. Main circulation axis4. Peace museum5. Museum fracture 6. War museum7. Gradient of pyramidal forms8. Thin water fracture lines5HHFWLRQSRRO10. Birmed grass frame
34
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ac
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l i n e a r a n d c y c l i c a l c o n c e p t
35
s i t e a x i s f r a c t u r e
g r a d i e n t e l e v a t e f r a m e
f o r m p r o c e s s
36
p e a c e m u s e u m a n d s i t e i n s e c t i o n
37
p y r a m i d a l g r a d i e n t i n s e c t i o n
38
39
40p e a c e s i t e e n v i s i o n e d
41 p o s t - w a r s i t e e n v i s i o n e d
42
43
P A D D L E U P S T A T E C h a t t o o g a R i v e r p a d d l e l a u n c h p a r k
The Upstate of South Carolina lies at the base of the Appalachian Moun-tains and is laden with opportunities for outdoor recreation. Because of the three-part lake system and rivers that trickle down out of the moun-tains, kayaking, canoeing, rafting, and paddling are among the most popu-lar outdoor sports. This project started as a regional analysis process using *,6WRQGDOORIWKHH[LVWLQJZKLWHZDWHUUXQVHVWDEOLVKWKHPRVWYDOXDEOHareas for paddling using other cultural and ecological factors. Then once WKHPRVWVXLWDEOHDUHDVZHUHGHQHGDFRQFHSWXDOVLWHSODQZDVFUHDWHGthat addressed the needs of paddlers. The site selected lies at the end of section II of the Chattooga River. It has a circulation system and a series of built structures that allow for convenient river access and spectator possibilities. A planting palette was selected that best respects the existing conditions of the site, and frames views of the Chattooga River and the paddlers exploring it.
mountain rest , south carol ina
44
0 miles5
1020
N
45
c o m p o s i t e s u i t a b i l i t y m a pg r o w t h r e c r e a t i o n
a g r i c u l t u r e c u l t u r e
e n v i r o n m e n t s u s t a i n a b i l i t y
0 miles5
1020
N
46
SC 28
SC 2
8Chat
toog
a Ri
ver
GA St
ate Li
ne
South Carolina
Oconnee County
Mountain Rest
986ft
d i m e n s i o n s914 ft across986 ft long1,047 ft waterfront956,958 ft2297 acres
P R O X I M I T Y F A C T O R S
47
e x i s t i n g p l a n t t y p o l o g i e s
deciduous forest
lawn lawnbrush-wood
brush-wood
deciduous forest
deciduous forest
Chattooga River
48
SC 28kayak storage shelfchanging stalls & bathroomentrance
alternating grass/pavement parking spots
existing deciduous forest
kayak chute
drive way
pedestrian pathpedestrian paththick, tall grasses
lawn
viewing boardwalk
overhead pavilion structure
kayak storage shelf
perennial plantings
Sand beach entrance/exit
marina parking49
12 3 4
1. Back Pedestrian Walkway
2. Lawn Space
3. Viewing Boardwalk
4. Chattooga River
S I T E F O R M A N D F U N C T I O N
50
p l a n t t y p o l o g i e s c i r c u l a t i o n
existing foresttall grasses
lawn
perennialswet feet plants
YHKLFXODUWUDIFpedestrian movement
paddle movement
paddle activitylaunch/take- out
central pedestrian movementbest pedestrian views
1558 - 1570
f o c a l p o i n t st o p o g r a p h y
51
grasseslawn spaceZLOGRZHUVwet feet plantsboardwalkchattooga riverpaddle entry/exit
s i t e f o r m p r o g r a m m a t i c e l e m e n t s
52
close up of kayaking master plan and programmatic element and conceptual diagram that shows activity/movement
1
p a d d l e c i r c u l a t i o n2
3
4
1
2
3
4
53
1. Kayak Storage Shelf
2. Kayak Chute
3. Overlook Pavilion
4. Cemented Rock Station
Two storage racks holding 4 boats each allows for 8 kayaks to be stored temporarily or for an extended period. The curvi-linear roof allows for protection against the elements and the curved base allows for plant growth by nearby ground cov-ers
Two chutes wide, this structure grants easier access into the river. The chute is 10 long with a moveable braces that stops the boat, but when released, the boat slides into the water. They are coated with polyurethane to prevent scratching
Taking its form from the storage shelf, this structure provides a place to allow viewers to watch river activity
Placed next to the kayak chute, this feature is a gathering spot, or waiting spot for paddlers. The rope attached to the rocks gives paddlers a place to grab onto and wait
b u i l t p a d d l e s t r u c t u r e s
54
PR
OF
ES
SI
ON
AL
55
N E W B E L G I U M B R E W E R Y
STAKING AND MATERIALSpavement patternsretaining wall detailscalcuations for LEED accreditationredlines
a s h e v i l l e , n o r t h c a r o l i n a
56
STAKING ANDMATERIALS PLAN
OVERALL
Sheet
TitleApproved
Checked
Drawn
Job Number
Date
Sheet Information
Copyright 2012 Perkins+Will
Revisions
Civil Consultant
ColeJenest & Stone200 South Tryon Street, Ste 1400
Charlotte, NC 28202t 704.376.1555f 704.376.7851
Landscape Consultant
Russell + Mills141 South College Avenue, Ste 104
Fort Collins, CO 80524t 970.484.8855f 970.631.2072
Structural Consultant
Thornton Thomasetti330 North Wabash Avenue, Ste 1500
Chicago, IL 60611t 312.596.2262f 312.596.2001
1234
A
B
C
1234
A
B
C
Mechanical, Plumbing & Fire Protection
Integral Group11520 Nuckols Road, Ste 110
Glen Allen, VA 23059t 703.474.7800f 703.474.6822
Electrical Consultant
Interstates Engineering538 12th Street NE
Sioux Center, IA 51250t 712.722.1664f 712.722.8926
Low Voltage & Security
Thorburn Associates Inc.2500 Gateway Center Blvd., Ste 800
Morrisville, NC 27560t 919.463.9995f 919.463.9973
Asheville, North Carolina
JWG
820370.000
6/6/14
SGF
East CoastBrewery
New BelgiumBrewing
Company
www.perkinswill.com
1100 South Tryon St.Suite 300
Charlotte, NC 28203t 704.972.5600f 704.972.5601
NO ISSUE DATECJS Job Number 4167.00
91 & 21 Craven Street
Permit # 12-6069
SGF
100% CD RE-REVIEW SET
0
SCALE:
10050 200
1" = 100'
CITY OF ASHEVILLE / NEW BELGIUM PROJECT DELINEATION MAP
P:\S
DSK
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-24x
36.d
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.0, 6
/5/2
014
12:5
5:59
PM
, rha
yes,
1:1
57
Sheet
TitleApproved
Checked
Drawn
Job Number
Date
Sheet Information
Copyright 2012 Perkins+Will
Revisions
Civil Consultant
ColeJenest & Stone200 South Tryon Street, Ste 1400
Charlotte, NC 28202t 704.376.1555f 704.376.7851
Landscape Consultant
Russell + Mills141 South College Avenue, Ste 104
Fort Collins, CO 80524t 970.484.8855f 970.631.2072
Structural Consultant
Thornton Thomasetti330 North Wabash Avenue, Ste 1500
Chicago, IL 60611t 312.596.2262f 312.596.2001
1234
A
B
C
1234
A
B
C
Mechanical, Plumbing & Fire Protection
Integral Group11520 Nuckols Road, Ste 110
Glen Allen, VA 23059t 703.474.7800f 703.474.6822
Electrical Consultant
Interstates Engineering538 12th Street NE
Sioux Center, IA 51250t 712.722.1664f 712.722.8926
Low Voltage & Security
Thorburn Associates Inc.2500 Gateway Center Blvd., Ste 800
Morrisville, NC 27560t 919.463.9995f 919.463.9973
Asheville, North Carolina
JWG
820370.000
6/6/14
SGF
East CoastBrewery
New BelgiumBrewing
Company
www.perkinswill.com
1100 South Tryon St.Suite 300
Charlotte, NC 28203t 704.972.5600f 704.972.5601
NO ISSUE DATECJS Job Number 4167.00
91 & 21 Craven Street
Permit # 12-6069
SGF
100% CD RE-REVIEW SET
0
SCALE:
4020 80
1"= 40'
P:\S
DSK
PRO
J\41
67\P
LAN
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oduc
tion
Dra
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king
-24x
36.d
wg,
CV2
.2, 6
/5/2
014
12:5
6:35
PM
, rha
yes,
1:1
58
Sheet
TitleApproved
Checked
Drawn
Job Number
Date
Sheet Information
Copyright 2012 Perkins+Will
Revisions
Civil Consultant
ColeJenest & Stone200 South Tryon Street, Ste 1400
Charlotte, NC 28202t 704.376.1555f 704.376.7851
Landscape Consultant
Russell + Mills141 South College Avenue, Ste 104
Fort Collins, CO 80524t 970.484.8855f 970.631.2072
Structural Consultant
Thornton Thomasetti330 North Wabash Avenue, Ste 1500
Chicago, IL 60611t 312.596.2262f 312.596.2001
1234
A
B
C
1234
A
B
C
Mechanical, Plumbing & Fire Protection
Integral Group11520 Nuckols Road, Ste 110
Glen Allen, VA 23059t 703.474.7800f 703.474.6822
Electrical Consultant
Interstates Engineering538 12th Street NE
Sioux Center, IA 51250t 712.722.1664f 712.722.8926
Low Voltage & Security
Thorburn Associates Inc.2500 Gateway Center Blvd., Ste 800
Morrisville, NC 27560t 919.463.9995f 919.463.9973
Asheville, North Carolina
JWG
820370.000
6/6/14
SGF
East CoastBrewery
New BelgiumBrewing
Company
www.perkinswill.com
1100 South Tryon St.Suite 300
Charlotte, NC 28203t 704.972.5600f 704.972.5601
NO ISSUE DATECJS Job Number 4167.00
91 & 21 Craven Street
Permit # 12-6069
SGF
100% CD RE-REVIEW SET
0
SCALE:
4020 80
1"= 40'
P:\S
DSK
PRO
J\41
67\P
LAN
S\Pr
oduc
tion
Dra
win
gs\2
-Sta
king
-24x
36.d
wg,
CV2
.3, 6
/5/2
014
4:04
:43
PM, r
haye
s, 1:
1
59
Sheet
TitleApproved
Checked
Drawn
Job Number
Date
Sheet Information
Copyright 2012 Perkins+Will
Revisions
Civil Consultant
ColeJenest & Stone200 South Tryon Street, Ste 1400
Charlotte, NC 28202t 704.376.1555f 704.376.7851
Landscape Consultant
Russell + Mills141 South College Avenue, Ste 104
Fort Collins, CO 80524t 970.484.8855f 970.631.2072
Structural Consultant
Thornton Thomasetti330 North Wabash Avenue, Ste 1500
Chicago, IL 60611t 312.596.2262f 312.596.2001
1234
A
B
C
1234
A
B
C
Mechanical, Plumbing & Fire Protection
Integral Group11520 Nuckols Road, Ste 110
Glen Allen, VA 23059t 703.474.7800f 703.474.6822
Electrical Consultant
Interstates Engineering538 12th Street NE
Sioux Center, IA 51250t 712.722.1664f 712.722.8926
Low Voltage & Security
Thorburn Associates Inc.2500 Gateway Center Blvd., Ste 800
Morrisville, NC 27560t 919.463.9995f 919.463.9973
Asheville, North Carolina
JWG
820370.000
6/6/14
SGF
East CoastBrewery
New BelgiumBrewing
Company
ZZZSHUNLQVZLOOFRP
1100 South Tryon St.Suite 300
Charlotte, NC 28203t 704.972.5600f 704.972.5601
NO ISSUE DATECJS Job Number 4167.00
91 & 21 Craven Street
Permit # 12-6069
SGF
100% CD RE-REVIEW SET
NOTE:
P:\S
DSK
PRO
J\41
67\P
LAN
S\Pr
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tion
Dra
win
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-Sta
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-24x
36.d
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.5, 6
/5/2
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12:5
7:15
PM
, rha
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1:1
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61
E L E C T R O L U X C O R P O R A T E H E A D Q U A R T E R S
PLANTING PLANSBMP plant selection and designentrance plantingcourtyard planting adjustmentsredlines
c h a r l o t t e , n o r t h c a r o l i n a
62
RED ROCK DEVELOPMENTS
63
DN DN DN DNDN DN DN DN
RD OD
ODRD RD OD RD OD RD OD
RD OD RD OD RD OD RD OD
ODRDODRDODRDODRD
SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FTSLOPE1/4"/FT
SLOPE1/4'/FT
SLOPE 1/4'/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE1/4"/FT
SLOPE1/4"/FT
SLOPE 1/4"/FT
SLOPE 1/4/FT
SLOPE 1/4"/FTSLOPE 1/4"/FT
SLOPE 1/4"/FT SLOPE 1/4"/FT
SLOPE 1/4"/FT
SLOPE 1/4"/FT
SLOPE 1/4/FTSLOPE 1/4/FT
RIDGE RIDGE RIDGE
RD OD RD OD
RDOD
RD OD
ODRD
RDOD
RDOD
RD OD RD OD
SLOPE 1/4"/FT
SLOPE 1/4"/FT
RIDGE
SLOPE 1/4"/FTSLOPE 1/4"/FTSLOPE 1/4"/FT
SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FTSLOPE1/4"/FTSLOPE 1/4"/FT SLOPE 1/4"/FT
SLOPE1/4'/FT
SLOPE 1/4'/FTSLOPE1/4"/FT
SLO
PE
1/4
"/FT
SLO
PE
1/4
"/FT
SLO
PE
1/4
"/FT
SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT
SLO
PE
1/4
"/FT
SLO
PE
1/4
"/FT
SLO
PE
1/4
"/FT
SLO
PE
1/4
"/FT
SLO
PE
1/4"
/FT
SLO
PE
1/4"
/FT
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PE
1/4
"/FT
SLO
PE
1/4"
/FT
SLO
PE
1/4"
/FT
SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT SLOPE 1/4"/FT
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SLOPE 1/4"/FT
SLOPE 1/4"/FT
SLOPE 1/4"/FT
SLOPE 1/4"/FT
ODRD
RD OD
ODRD
ODRD
SLOPE 1/4"/FT SLOPE 1/4"/FT
SLOPE 1/4/FT
SLOPE 1/4/FT
SLOPE1/4"/FT
SLOPE 1/4"/FT
SLOPE 1/4/FT
SLOPE 1/4/FT
SLOPE 1/4"/FT SLOPE 1/4"/FT
SLOPE 1/4/FT
SLOPE 1/4/FT
SLOPE1/4"/FT
SLOPE 1/4"/FT
SLOPE 1/4/FT
SLOPE 1/4/FT
RIDGE
RIDGE
RID
GE
ODRDSLOPE
1/4"/FTSLOPE 1/4"/FT
SLOPE 1/4/FT
SLOPE 1/4/FT
RDOD
SLOPE 1/4"/FT
SLO
PE
1/4
"/FT
SLO
PE
1/4
"/FT
EXPANSION JOINT
EJEJEJ
TPO ROOFING MEMBRANE W/LIVEROOF STANDARD 4 1/4"GREEN ROOF SYSTEM
TPO ROOFING MEMBRANE W/LIVEROOF STANDARD GREENROOF (BASIS OF DESIGN)
PREFINISHED ALUM COPING ONINSULATED MTL PANEL PARAPET
LATTICE
PREFINISHED ALUM COPING GLAZEDINTO CURTAIN WALL SYSTEM
PREFINISHED ALUM COPING ONINSULATED MTL PANEL PARAPET
PREFINISHED ALUM COPING ONINSULATED MTL PANEL PARAPET
PRECAST CONCRETE SILL
PREFINISHED ALUM COPING ONINSULATED MTL PANEL PARAPET
PRECAST CONCRETE SILL
PREFINISHED ALUM COPING GLAZEDINTO CURTAIN WALL SYSTEM
PREFINISHED ALUM COPING ONINSULATED MTL PANEL
PREFINISHED ALUM COPING ONPREFINISHED MTL PANEL SCREENWALL
PREFINISHED ALUM COPING ONINSULATED MTL PANEL
PRECAST CONCRETE SILL
ROOF ACCESS LADDER
ROOF ACCESS LADDER
PROVIDE ACCESS DOORIN CURTAIN WALL AT 3RDLEVEL FOR ROOF ACCESS
PROVIDE ACCESS DOORIN CURTAIN WALL AT 4THLEVEL FOR ROOF ACCESS
PROVIDE ACCESS DOORIN CURTAIN WALL AT 2NDLEVEL FOR ROOF ACCESS
3' X 12' ROOF HATCH
TPO ROOFING W/ ROOFSTONELIVE ROOF INTEGRATED ROOF -STANDARD 4 1/4" SYSTEM
TPO ROOFING W/ ROOFSTONELIVE ROOF INTEGRATED ROOF -STANDARD 4 1/4" SYSTEM
CHECKED BY:
DRAWN BY:
DATE:
PROJECT:
REVISIONS:
WWW.LS3P.COMTEL. 704.333.6686 FAX 704.333.2926CHARLOTTE, NORTH CAROLINA 28202
1
A
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C
D
E
COPYRIGHT 2014 ALL RIGHTS RESERVEDPRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM LS3P ASSOCIATES LTD.
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9107-131580/CJS 4140
2014 JUNE 17
CMJ
RTF
ELECTROLUXHDQ-R&D
No. Description Date
South Tryon Street, Suite Charlotte, North Carolina
pfurl www.colejeneststone.com
6KDSLQJWKH(QYLURQPHQW5HDOL]LQJWKH3RVVLELOLWLHV
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The drawings, the project manual and the design showntheron are instruments of ColeJenest Stone, P.A.. Thereproduction or unauthorized use of the documents withoutconsent of ColeJenest Stone, P.A. is prohibited.
ColeJenest Stone, P.A. 2014
10200 David Taylor DriveCharlotte, NC 28262
CIVIL SITE ANDROADWAY DRAWINGS
L-700
PLANTING PLAN
OVERALL
0
SCALE:
10050 200
1"=100'
64
ODRDSLOPE1/4"/FT
SLOPE 1/4"/FT
SLOPE 1/4/FTPREFINISHED ALUM COPING ONINSULATED MTL PANEL PARAPET
LATTICEINSULATED MTL PANEL PARAPET
CHECKED BY:
DRAWN BY:
DATE:
PROJECT:
REVISIONS:
WWW.LS3P.COMTEL. 704.333.6686 FAX 704.333.2926CHARLOTTE, NORTH CAROLINA 28202
1
A
2 3 4 5 6
B
C
D
E
COPYRIGHT 2014 ALL RIGHTS RESERVEDPRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM LS3P ASSOCIATES LTD.
227 WEST TRADE STREET SUITE 700
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E 17
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9107-131580/CJS 4140
2014 JUNE 17
CMJ
RTF
ELECTROLUXHDQ-R&D
No. Description Date
South Tryon Street, Suite Charlotte, North Carolina
pfurl www.colejeneststone.com
6KDSLQJWKH(QYLURQPHQW5HDOL]LQJWKH3RVVLELOLWLHV
c
The drawings, the project manual and the design showntheron are instruments of ColeJenest Stone, P.A.. Thereproduction or unauthorized use of the documents withoutconsent of ColeJenest Stone, P.A. is prohibited.
ColeJenest Stone, P.A. 2014
10200 David Taylor DriveCharlotte, NC 28262
CIVIL SITE ANDROADWAY DRAWINGS
L-710
PLANTING PLAN
MAIN ENTRANCEENLARGEMENT
0
SCALE:
3015 60
1"=30'
SEE DTL 1 ON THIS SHEETFOR ENLARGEMENT
65
CHECKED BY:
DRAWN BY:
DATE:
PROJECT:
REVISIONS:
WWW.LS3P.COMTEL. 704.333.6686 FAX 704.333.2926CHARLOTTE, NORTH CAROLINA 28202
1
A
2 3 4 5 6
B
C
D
E
COPYRIGHT 2014 ALL RIGHTS RESERVEDPRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM LS3P ASSOCIATES LTD.
227 WEST TRADE STREET SUITE 700
CIV
IL S
ITE
AN
D R
OA
DW
AY
DO
CU
MEN
TS J
UN
E 17
, 201
4
9107-131580/CJS 4140
2014 JUNE 17
CMJ
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ELECTROLUXHDQ-R&D
1R 'HVFULSWLRQ 'DWH
South Tryon Street, Suite Charlotte, North Carolina
pfurl www.colejeneststone.com
6KDSLQJWKH(QYLURQPHQW5HDOL]LQJWKH3RVVLELOLWLHV
c
The drawings, the project manual and the design showntheron are instruments of ColeJenest Stone, P.A.. Thereproduction or unauthorized use of the documents withoutconsent of ColeJenest Stone, P.A. is prohibited.
ColeJenest Stone, P.A. 2014
10200 David Taylor DriveCharlotte, NC 28262
CIVIL SITE ANDROADWAY DRAWINGS
L-708
PLANTING PLAN
DETENTION &WATER QUALITYBASINS
0
SCALE:
2010 40
1"=20'
66
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