Planning & Zoning Commission - 1235 (03/10/2026)

3
CAR AME
4
ULM ALL
9
NYS WIL
6
NYS WIL
3
CAR AME
15
PLA MO3
8
TIL GSP
13
TIL GSP
1
BET NIG
5
GLE TTE
10
ULM ALL
BUILDING PERIMETER PLANTING, TYP.
PLANTING ISLAND, TYP.
PLANTING ISLAND, TYP.
BUILDING PERIMETER PLANTING, TYP.
SITE PLANTING
REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
02
03
01
04
05
06
07
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF L-302
1" = 40'_XREF
PLANTING LEGEND:
PLANTING ISLANDS
BUILDING PERIMETER /
PLAZA
HILLSIDE
EXISTING PLANTING
TO REMAIN
LAWN
EXISTING TREE
EXISTING TREELINE
PROPOSED TREE

1
TIL GSP
4
NYS WIL
8
TIL GSP
6
GLE TTE
1
ULM ALL
5
ULM ALL
2
ULM ALL
4
PLA MO3
4
PLA MO3
1
GLE TTE
6
ZEL GRE
END CAP PLANTING, TYP.
INTERIOR ISLAND PLANTING, TYP.
PLANTING ISLAND, TYP.
BUILDING PERIMETER PLANTING, TYP.
SITE PLANTING
REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
02
03
01
04
05
06
07
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF L-303
1" = 40'_XREF
PLANTING LEGEND:
PLANTING ISLANDS
BUILDING PERIMETER /
PLAZA
HILLSIDE
EXISTING PLANTING
TO REMAIN
LAWN
EXISTING TREE
EXISTING TREELINE
PROPOSED TREE

1
PLA MO3
4
GLE TTE
7
GLE TTE
5
TIL GSP
8
ZEL GRE
6
NYS WIL
2
CAR AME
3
CAR AME
1
PLA MO3
6
ZEL GRE
7
NYS WIL
6
ULM ALL
10
PLA BLO
7
GLE TTE
1
ULM ALL
1
CAR AME
5
ULM ALL
3
CAR AME
1
ULM ALL
BUILDING PERIMETER PLANTING, TYP.
PLANTING ISLAND, TYP.
BUILDING PERIMETER PLANTING, TYP.
EXISTING MATURE VEGETATION
TO REMAIN
HILLSIDE PLANTING, TYP
SITE PLANTING
REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
02
03
01
04
05
06
07
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF L-304
1" = 40'_XREF
PLANTING LEGEND:
PLANTING ISLANDS
BUILDING PERIMETER /
PLAZA
HILLSIDE
EXISTING PLANTING
TO REMAIN
LAWN
EXISTING TREE
EXISTING TREELINE
PROPOSED TREE

4
NYS WIL
2
GLE TTE
3
ZEL GRE
2
GLE TTE
3
NYS WIL
5
PLA MO3
1
GLE TTE
5
NYS WIL
4
CAR AME
6
NYS WIL
6
ULM ALL
2
PLA MO3
9
ZEL GRE
4
CAR AME
6
BET NIG
7
ULM ALL
4
CAR AME
BUILDING PERIMETER PLANTING, TYP
PLANTING ISLAND, TYP.
SITE PLANTING
REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
02
03
01
04
05
06
07
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF L-305
1" = 40'_XREF
PLANTING LEGEND:
PLANTING ISLANDS
BUILDING PERIMETER /
PLAZA
HILLSIDE
EXISTING PLANTING
TO REMAIN
LAWN
EXISTING TREE
EXISTING TREELINE
PROPOSED TREE

3
ZEL GRE
11
PLA BLO
6
ZEL GRE
2
ZEL GRE
6
XCU LYE
3
PIN STR
3
ILE AME
18
THU NIG
13
XCU LYE
2
CAR AME
6
XCU LYE
6
XCU LYE
NEW ENTRANCE SIGNAGE
ORNAMENTAL PLANTINGS
PLANTING ISLAND, TYP
7
ULM ALL
1
CAR AME
SITE PLANTING
REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
02
03
01
04
05
06
07
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF L-306
1" = 40'_XREF
PLANTING LEGEND:
PLANTING ISLANDS
BUILDING PERIMETER /
PLAZA
HILLSIDE
EXISTING PLANTING
TO REMAIN
LAWN
EXISTING TREE
EXISTING TREELINE
PROPOSED TREE

10
TIL GSP
14
TIL GSP
6
NYS WIL
5
ILE AME
45
THU NIG
PLANTING ISLAND, TYP.
CODE
QTY
BOTANICAL / COMMON NAME
CONT
CAL
SIZE
EVERGREEN TREES
ILE AME
16
Ilex opaca / American Holly
B & B
7-8` H
PIN FLE
21
Pinus flexilis 'Vanderwolf's Pyramid' / Vanderwolf's Pyramid Limber Pine
B & B
7-8` H
PIN STR
11
Pinus strobus / White Pine
B & B
7-8` H
THU NIG
440
Thuja occidentalis 'Nigra' / Black Arborvitae
B & B
7-8` H
XCU LYE
99
x Cupressocyparis leylandii 'Madeline' / Madeline Leyland Cypress
B & B
7-8` H
ORNAMENTAL TREES
BET NIG
7
Betula nigra / River Birch Multi-Trunk
B & B
8-10` H
CER FOR
3
Cercis canadensis 'Forest Pansy' / Forest Pansy Eastern Redbud
B & B
2"-2.5" CAL
SYR IVO
4
Syringa reticulata 'Ivory Silk' / Ivory Silk Japanese Tree Lilac
B & B
2"-2.5" CAL
SHADE TREES
ACE FRA
36
Acer rubrum 'Franksred' / Red Sunset® Maple
B & B
2"-2.5" CAL
CAR AME
37
Carpinus caroliniana / American Hornbeam
B & B
2"-2.5" CAL
GLE TTE
50
Gleditsia triacanthos inermis 'Suncole' / Suncole® Honey Locust
B & B
2"-2.5" CAL
NYS WIL
79
Nyssa sylvatica 'Wildfire' / Wildfire Tupelo
B & B
2"-2.5" CAL
PLA BLO
32
Platanus x acerifolia 'Bloodgood' / Bloodgood London Plane Tree
B & B
2"-2.5" CAL
PLA MO3
32
Platanus x acerifolia 'Morton Circle' / Exclamation!™ London Plane Tree
B & B
2"-2.5" CAL
QUE BIC
20
Quercus bicolor / Swamp White Oak
B & B
2"-2.5" CAL
TIL GSP
59
Tilia cordata 'Greenspire' / Greenspire Littleleaf Linden
B & B
2"-2.5" CAL
ULM ALL
71
Ulmus parvifolia 'Allee' / Allee® Lacebark Elm
B & B
2"-2.5" CAL
ZEL GRE
52
Zelkova serrata 'Green Vase' / Green Vase Japanese Zelkova
B & B
2"-2.5" CAL
SITE PLANTING
REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
02
03
01
04
05
06
07
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF L-307
1" = 40'_XREF
PLANTING ISLANDS
Hardy drought, salt, and heat tolerant evergreen
and deciduous shrubs.
Hardy Evergreen Groundcovers
Juniperus Horizontalis / Creeping Juniper
Juniperus chinensis 'Sargenti Viridis' / Green Sargent Juniper
Juniperus chinensis 'Sea Green' / Sea Green Juniper
Microbiota decussata / Russian Cypress
Hardy Deciduous Shrubs
Spiraea japonica 'Little Princess' / Little Princess Spirea
Deutzia gracilis 'Nikko' / Slender Deutzia
Comptonia peregrina / Sweet Fern
Dasiphora fruticosa / Shrubby Cinquefoil
Itea Virginica / Virginia Sweetspire
Hardy Ornamental Grasses
Muhlenbergia capillaris / Pink Muhly Grass
Pennisetum setaceum 'Rubrum' / Purple Fountain Grass
Chasmanthium latifolium / Northern sea oats
BUILDING PERIMETER / PLAZA
Low to medium maintenance evergreen and deciduous shrubs
and perennials.
Spiraea betulifolia 'Tor' / White Frost Birchleaf Spirea
Itea virginica 'Sprich' / Little Henry Sweetspire
Viburnum plicatum tomentosum / Summer Snowflake Viburnum
Ilex glabra 'Shamrock' / Shamrock Inkberry Holly
Ilex glabra 'Gembox' / Gem Box Inkberry Holly
Aronia melanocarpa ' Ground Hug' / Ground Hug Chokeberry
Rhus aromatica ‘Grow-Low’ / Grow-Low Fragrant Sumac
Hydrangea macrophylla
Dwarf Rhododendron
Liriope muscari / Lilyturf
Nepeta x faassenii 'Dropmore' / Catmint
Pennisetum orientale 'Karley Rose' / Karley Rose Fountain Grass
Salvia yangii / Russian Sage
HILLSIDE
Hardy drought, salt, and heat tolerant evergreen and
deciduous shrubs, for soil stabilization and screening.
Juniperus chinensis 'Sea Green' / Sea Green Juniper
Rhus aromatica / Fragrant Sumac
Cornus sericea / Red Twig Dogwood
Amelanchier stolinifera / Serviceberry
Itea virginica / Virginia Sweetspire
PLANTING ISLAND TREATMENT OPTIONS 
1/8" = 1'-0"
WOOD MULCH WITH
FILTER FABRIC
HARDY ORNAMENTAL GRASSES,
SPACE APPROX. 18-24" O.C.
DECIDUOUS SHADE TREE
CURBING, TYP
HARDY DECIDUOUS SHRUBS
CURBING, TYP
HARDY EVERGREEN
GROUNDCOVER SHRUB.
CURBING, TYP
LAWN
CURBING, TYP
PLANTING ISLAND TREATMENT TYPE #2
SHADE TREES, HARDY EVERGREEN GROUNDCOVERS & STONE MULCH
PLANTING ISLAND TREATMENT TYPE #3
SHADE TREES, HARDY EVERGREEN GROUNDCOVERS & STONE MULCH
PLANTING ISLAND TREATMENT TYPE #4
SHADE TREE, HARDY EVERGREEN GROUNDCOVERS & STONE MULCH
PLANTING ISLAND TREATMENT TYPE #1
SHADE TREES & LAWN
WOOD MULCH WITH
FILTER FABRIC
DECIDUOUS SHADE TREE
RIVERSTONE MULCH
WITH FILTER FABRIC
DECIDUOUS SHADE TREE
DECIDUOUS SHADE TREE
1
P-2025-ELE-86
TREES
Hardy drought, salt, and heat tolerant screening, shade
and ornamental trees
PLANTING LEGEND:
PLANTING ISLANDS
BUILDING PERIMETER /
PLAZA
HILLSIDE
EXISTING PLANTING
TO REMAIN
LAWN
EXISTING TREE
EXISTING TREELINE
PROPOSED TREE

P4
.5
P4
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5E
.5
SA5E
.5
SA5E
.5
SA5E
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
P4
.5
P4
.5
P4
.5
P4
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
P4
.5
P4
.5
P4
.5
P4
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
SA5N
.5
P4
.5
P4
.5
P4
.5
P4
.5
P4
.5
P4
.5
P4
.5
P4
.5
0.7
0.7
0.8
0.9
1.1
1.3
1.4
1.4
0.8
0.8
0.8
0.8
0.8
0.9
1.2
1.3
1.4
1.4
1.1
1.1
1.0
0.8
0.8
0.8
0.9
1.1
1.3
1.4
1.3
1.4
1.4
1.3
1.2
0.9
1.4
1.5
1.5
1.5
1.4
1.5
1.5
1.1
1.3
1.4
1.4
1.0
1.1
1.2
1.0
1.0
1.0
1.0
1.0
0.9
1.3
1.1
0.9
0.8
1.1
1.0
0.9
0.9
0.9
1.0
1.0
1.1
1.7
1.4
1.1
0.9
1.0
1.2
1.4
1.5
1.4
1.3
1.1
1.1
1.1
1.2
1.3
1.5
1.6
1.6
1.5
1.4
1.4
1.6
1.8
2.0
1.8
1.7
1.3
1.0
0.8
1.0
1.3
1.5
1.7
1.7
1.6
1.5
1.3
1.2
1.2
1.4
1.6
1.8
1.8
1.8
1.7
1.5
1.5
1.5
1.7
1.8
1.7
1.5
1.2
1.0
1.0
1.1
1.4
1.6
1.7
1.7
1.7
1.5
1.3
1.2
1.3
1.5
1.7
1.9
1.8
1.9
1.8
1.6
1.5
1.5
1.5
1.6
1.6
1.4
1.2
1.0
1.0
1.1
1.2
1.5
1.7
1.8
1.7
1.7
1.5
1.3
1.3
1.3
1.5
1.8
2.0
1.9
1.9
1.8
1.6
1.5
1.5
1.5
1.5
1.5
1.4
1.2
1.2
1.3
1.3
1.3
1.4
1.6
1.7
1.7
1.6
1.4
1.3
1.3
1.3
1.5
1.7
1.8
1.9
1.9
1.8
1.6
1.6
1.6
1.6
1.7
1.6
1.5
1.3
1.3
1.5
1.6
1.6
1.5
1.4
1.4
1.5
1.5
1.5
1.4
1.4
1.4
1.4
1.5
1.6
1.7
1.8
1.7
1.6
1.5
1.5
1.6
1.8
1.9
1.9
1.7
1.5
1.2
1.3
1.6
1.8
1.8
1.8
1.6
1.5
1.4
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.6
1.6
1.7
1.7
1.6
1.5
1.5
1.5
1.7
1.9
2.0
2.0
1.8
1.5
1.2
1.1
1.5
1.8
1.8
2.0
1.9
1.7
1.5
1.5
1.5
1.5
1.6
1.6
1.6
1.6
1.7
1.8
1.8
1.8
1.8
1.6
1.5
1.5
1.5
1.7
1.9
2.1
1.9
1.9
1.6
1.3
1.0
1.2
1.5
1.8
2.0
2.0
2.0
1.8
1.6
1.5
1.5
1.5
1.6
1.6
1.6
1.7
1.9
2.0
2.1
2.0
1.9
1.6
1.5
1.5
1.5
1.7
1.9
2.0
2.0
1.8
1.6
1.3
1.1
1.0
1.1
1.3
1.5
1.7
1.9
1.9
1.9
1.8
1.7
1.7
1.7
1.6
1.6
1.6
1.7
1.8
2.0
2.1
2.2
2.1
1.9
1.6
1.5
1.5
1.5
1.6
1.8
1.9
1.8
1.7
1.5
1.3
1.2
1.0
1.3
1.3
1.3
1.3
1.5
1.6
1.7
1.8
1.8
1.9
1.9
2.0
1.9
1.8
1.7
1.6
1.6
1.8
2.0
2.1
2.0
2.1
1.8
1.6
1.5
1.5
1.5
1.6
1.7
1.7
1.6
1.6
1.4
1.4
1.3
1.1
1.1
1.5
1.5
1.5
1.4
1.4
1.4
1.5
1.5
1.6
1.7
1.9
2.1
2.1
2.1
2.0
1.8
1.6
1.6
1.8
1.9
2.0
2.0
1.9
1.7
1.5
1.4
1.4
1.5
1.6
1.6
1.6
1.6
1.5
1.4
1.4
1.3
1.3
1.3
1.3
1.6
1.7
1.7
1.6
1.5
1.4
1.4
1.5
1.5
1.5
1.7
1.9
2.1
2.1
2.1
2.1
1.9
1.7
1.6
1.7
1.8
1.8
1.9
1.8
1.6
1.4
1.4
1.4
1.6
1.7
1.8
1.8
1.7
1.6
1.5
1.4
1.4
1.5
1.6
1.6
1.5
1.5
1.7
1.7
1.8
1.7
1.5
1.4
1.4
1.5
1.5
1.5
1.6
1.9
2.0
2.1
2.1
2.1
1.9
1.7
1.6
1.6
1.6
1.6
1.6
1.6
1.5
1.4
1.3
1.4
1.6
1.8
1.9
2.0
1.9
1.8
1.5
1.4
1.5
1.6
1.7
1.7
1.7
1.5
1.2
1.4
1.6
1.8
1.7
1.7
1.5
1.4
1.4
1.5
1.5
1.5
1.6
1.8
2.0
2.0
2.1
2.0
1.8
1.6
1.5
1.5
1.5
1.5
1.4
1.4
1.4
1.3
1.3
1.4
1.7
1.9
2.1
2.1
2.1
1.9
1.6
1.5
1.5
1.7
1.8
1.8
1.7
1.6
1.3
1.0
1.2
1.3
1.5
1.6
1.6
1.6
1.5
1.5
1.5
1.6
1.6
1.6
1.6
1.7
1.8
1.9
1.8
1.8
1.7
1.7
1.6
1.6
1.5
1.5
1.4
1.3
1.3
1.2
1.3
1.4
1.7
1.9
2.1
2.1
2.1
1.9
1.6
1.5
1.5
1.6
1.7
1.8
1.7
1.5
1.2
0.9
1.1
1.1
1.1
1.2
1.3
1.3
1.4
1.4
1.5
1.6
1.8
1.8
1.9
1.8
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.8
1.8
1.8
1.7
1.6
1.4
1.2
1.2
1.1
1.2
1.4
1.6
1.8
2.0
2.1
2.0
1.9
1.6
1.5
1.4
1.5
1.6
1.6
1.5
1.4
1.1
0.9
0.7
1.3
1.2
1.2
1.1
1.1
1.1
1.1
1.2
1.3
1.5
1.8
2.0
2.1
2.0
1.9
1.7
1.5
1.5
1.5
1.5
1.5
1.6
1.8
1.9
2.0
1.8
1.7
1.4
1.2
1.1
1.1
1.2
1.3
1.5
1.7
1.8
1.9
1.9
1.7
1.6
1.5
1.4
1.4
1.4
1.4
1.3
1.2
1.1
0.9
0.7
1.6
1.5
1.4
1.2
1.1
1.1
1.1
1.1
1.1
1.3
1.6
1.9
2.0
2.0
2.1
2.0
1.7
1.5
1.5
1.5
1.4
1.4
1.6
1.9
2.0
1.9
1.9
1.7
1.4
1.2
1.1
1.2
1.2
1.3
1.4
1.5
1.6
1.7
1.7
1.6
1.6
1.5
1.4
1.3
1.3
1.3
1.2
1.1
1.0
0.9
0.8
0.6
1.6
1.6
1.6
1.5
1.3
1.1
1.0
1.1
1.1
1.1
1.3
1.5
1.8
2.0
2.0
2.1
1.9
1.7
1.5
1.4
1.5
1.4
1.4
1.6
1.8
1.8
1.9
1.8
1.6
1.4
1.2
1.1
1.1
1.2
1.2
1.3
1.4
1.5
1.5
1.6
1.6
1.6
1.6
1.5
1.4
1.3
1.3
1.2
1.1
1.0
0.9
0.8
0.7
1.4
1.6
1.6
1.6
1.4
1.2
1.1
1.0
1.0
1.1
1.1
1.2
1.4
1.7
1.8
2.0
2.0
1.8
1.6
1.4
1.4
1.4
1.4
1.4
1.5
1.6
1.7
1.7
1.6
1.5
1.3
1.1
1.1
1.1
1.2
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.8
1.8
1.7
1.6
1.4
1.4
1.3
1.2
1.2
1.1
1.0
0.8
1.1
1.4
1.5
1.6
1.5
1.4
1.2
1.0
1.0
1.0
1.0
1.1
1.2
1.3
1.5
1.6
1.8
1.8
1.7
1.5
1.5
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.1
1.1
1.1
1.1
1.2
1.3
1.4
1.5
1.5
1.7
1.8
2.0
2.0
2.1
1.9
1.8
1.5
1.4
1.4
1.4
1.4
1.4
1.2
1.0
0.9
1.1
1.2
1.4
1.4
1.3
1.3
1.1
1.0
1.0
1.0
1.0
1.1
1.1
1.2
1.3
1.4
1.5
1.6
1.5
1.5
1.6
1.6
1.6
1.6
1.5
1.3
1.2
1.1
1.1
1.3
1.5
1.6
1.7
1.7
1.8
1.9
2.1
2.2
2.2
2.1
1.9
1.6
1.5
1.6
1.7
1.7
1.6
1.5
1.2
0.8
0.9
1.0
1.1
1.2
1.2
1.2
1.1
1.1
1.1
1.0
1.0
1.0
1.1
1.2
1.2
1.3
1.3
1.4
1.4
1.5
1.6
1.7
1.8
1.8
1.7
1.5
1.3
1.1
1.0
1.1
1.4
1.7
1.9
1.9
1.9
1.9
2.0
2.1
2.2
2.2
2.2
2.0
1.7
1.6
1.7
1.8
1.8
1.7
1.6
1.3
0.9
1.0
1.0
1.0
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.0
1.0
1.1
1.2
1.2
1.3
1.3
1.3
1.4
1.5
1.6
1.8
1.9
2.0
1.8
1.6
1.3
0.5
0.7
1.1
1.4
1.7
1.9
2.0
2.0
1.9
1.9
2.0
2.2
2.2
2.1
1.9
1.7
1.6
1.7
1.8
1.8
1.7
1.6
1.3
1.0
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.0
1.1
1.2
1.2
1.3
1.4
1.5
1.4
1.5
1.7
1.9
2.0
1.9
1.9
1.6
0.5
0.7
0.9
1.4
1.7
1.8
1.9
2.0
1.9
1.8
1.8
2.0
1.9
1.9
1.8
1.6
1.5
1.6
1.7
1.7
1.7
1.5
1.2
1.0
1.2
1.3
1.3
1.2
1.1
1.1
1.1
1.1
1.2
1.3
1.3
1.2
1.2
1.1
1.1
1.2
1.3
1.5
1.6
1.7
1.7
1.8
1.9
1.9
2.0
1.7
0.6
0.8
1.2
1.5
1.8
1.9
1.9
1.8
1.6
1.6
1.6
1.6
1.6
1.6
1.5
1.5
1.5
1.5
1.5
1.4
1.3
1.1
1.3
1.5
1.5
1.5
1.4
1.3
1.2
1.2
1.3
1.5
1.5
1.6
1.5
1.3
1.2
1.1
1.2
1.4
1.6
1.8
1.9
1.9
1.9
1.9
1.8
0.7
1.0
1.2
1.6
2.1
2.0
1.7
1.5
1.5
1.5
1.5
1.5
1.5
1.4
1.4
1.3
1.3
1.2
1.2
1.1
1.0
1.4
1.6
1.7
1.6
1.6
1.4
1.3
1.4
1.5
1.7
1.8
1.8
1.7
1.5
1.3
1.2
1.2
1.4
1.7
1.9
2.1
2.1
2.1
2.2
0.8
1.1
1.5
2.4
2.6
1.9
1.6
1.5
1.4
1.5
1.4
1.4
1.4
1.3
1.2
1.1
1.2
1.1
1.1
0.9
1.4
1.7
1.8
1.7
1.6
1.5
1.4
1.4
1.6
1.8
1.8
1.8
1.7
1.6
1.3
1.1
1.2
1.4
1.7
1.9
2.0
2.4
2.6
2.9
1.0
2.0
2.5
2.8
2.8
2.0
1.7
1.6
1.6
1.4
1.4
1.3
1.3
1.2
1.1
1.2
1.2
1.1
1.0
1.4
1.6
1.7
1.7
1.6
1.4
1.4
1.4
1.5
1.7
1.9
1.8
1.7
1.4
1.2
1.0
1.1
1.3
1.5
1.7
2.2
2.5
3.1
3.3
2.1
1.3
2.4
2.6
2.9
2.9
2.1
1.9
1.7
1.5
1.4
1.2
1.2
1.2
1.2
1.3
1.4
1.3
1.1
1.2
1.4
1.5
1.5
1.4
1.3
1.3
1.3
1.4
1.6
2.2
3.1
3.6
3.7
2.9
1.5
2.6
2.6
3.0
2.6
2.1
1.8
1.7
1.4
1.2
1.2
1.2
1.4
1.5
1.6
1.6
1.4
1.0
1.2
1.3
1.4
1.4
1.3
1.3
1.2
1.2
2.6
3.1
3.6
2.7
2.2
1.6
2.8
2.2
2.2
1.9
2.0
1.7
1.5
1.3
1.2
1.4
1.6
1.7
1.9
1.7
1.6
0.9
1.1
1.2
1.4
1.5
1.5
1.4
1.2
1.1
1.8
2.6
2.1
1.5
1.8
1.8
1.9
1.8
1.6
1.5
1.3
1.3
1.4
1.6
1.8
1.8
1.7
1.6
0.9
1.1
1.3
1.5
1.6
1.6
1.5
1.3
1.1
1.4
1.6
1.7
1.6
1.5
1.4
1.3
1.2
1.3
1.5
1.7
1.8
1.7
1.6
0.9
1.1
1.4
1.7
1.8
1.8
1.6
1.4
1.1
1.2
1.3
1.4
1.4
1.4
1.4
1.3
1.3
1.2
1.3
1.4
1.5
1.6
1.6
1.4
0.9
1.1
1.4
1.6
1.7
1.7
1.6
1.3
0.9
1.0
1.2
1.2
1.3
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.3
1.4
1.3
1.2
0.8
1.0
1.3
1.6
1.7
1.7
1.5
1.2
0.8
1.0
1.1
1.1
1.2
1.2
1.3
1.3
1.2
1.2
1.2
1.2
1.2
1.1
1.2
1.2
1.2
1.0
0.9
1.1
1.4
1.5
1.5
1.3
1.0
0.8
1.0
1.1
1.2
1.2
1.2
1.3
1.4
1.3
1.2
1.2
1.2
1.2
1.2
1.1
1.1
1.2
1.1
1.0
0.8
0.9
1.1
1.3
1.3
1.1
0.9
0.8
1.3
1.2
1.2
1.2
1.3
1.3
1.5
1.6
1.5
1.4
1.3
1.2
1.2
1.1
1.1
1.2
1.2
1.2
1.0
0.7
0.8
0.9
1.0
1.1
1.0
0.9
0.8
1.8
1.7
1.5
1.4
1.3
1.4
1.5
1.7
1.8
1.7
1.6
1.4
1.2
1.2
1.2
1.2
1.4
1.4
1.4
1.2
0.7
0.8
0.9
1.0
1.0
1.0
0.9
0.8
2.0
2.1
2.0
1.8
1.6
1.5
1.6
1.8
1.9
2.0
1.9
1.7
1.5
1.3
1.3
1.3
1.4
1.5
1.6
1.5
1.4
0.6
0.7
0.8
1.0
1.1
1.1
1.0
0.8
2.1
2.3
2.3
2.2
2.0
1.8
1.7
1.7
1.8
1.9
2.0
1.9
1.8
1.6
1.4
1.3
1.4
1.5
1.6
1.7
1.6
1.4
0.6
0.7
0.9
1.1
1.2
1.3
1.2
1.0
2.7
2.9
2.7
2.5
2.2
1.8
1.7
1.6
1.8
1.9
1.9
1.9
1.7
1.6
1.4
1.3
1.3
1.5
1.6
1.7
1.6
1.4
0.6
0.7
1.0
1.2
1.4
1.4
1.4
1.1
0.9
3.4
3.6
3.1
2.8
2.6
2.2
1.8
1.6
1.6
1.6
1.7
1.8
1.7
1.6
1.4
1.3
1.2
1.2
1.4
1.5
1.5
1.5
1.3
0.6
0.8
1.0
1.3
1.5
1.4
1.4
1.2
1.0
0.7
0.6
3.4
4.1
3.2
2.8
2.6
2.2
1.9
1.6
1.5
1.5
1.6
1.6
1.5
1.4
1.3
1.2
1.2
1.2
1.2
1.3
1.4
1.3
1.1
0.6
0.8
1.0
1.3
1.5
1.5
1.4
1.2
0.9
0.7
0.6
3.3
4.0
3.0
2.6
2.4
2.2
1.9
1.7
1.5
1.5
1.5
1.4
1.3
1.3
1.2
1.2
1.2
1.1
1.1
1.1
1.2
1.1
1.0
0.6
0.7
0.9
1.1
1.3
1.4
1.3
1.1
0.9
0.7
0.6
3.1
3.4
2.8
2.5
2.3
2.0
1.8
1.6
1.5
1.5
1.4
1.3
1.3
1.2
1.2
1.2
1.2
1.1
1.1
1.1
1.1
1.0
0.9
0.6
0.7
0.8
1.0
1.2
1.2
1.1
0.9
0.8
0.6
0.5
2.4
2.9
3.0
2.5
2.2
2.0
1.8
1.6
1.5
1.5
1.5
1.5
1.4
1.3
1.2
1.2
1.2
1.2
1.1
1.1
1.1
1.1
1.1
0.9
0.6
0.7
0.7
0.9
1.0
1.0
1.0
0.8
0.7
0.7
0.6
1.9
1.9
2.0
2.0
1.8
1.7
1.6
1.5
1.5
1.6
1.6
1.6
1.5
1.3
1.2
1.2
1.1
1.1
1.1
1.1
1.2
1.2
1.2
1.0
0.6
0.7
0.7
0.8
0.9
1.0
0.9
0.8
0.7
0.7
0.6
1.7
1.7
1.7
1.6
1.6
1.5
1.5
1.4
1.5
1.6
1.7
1.8
1.8
1.6
1.4
1.2
1.1
1.1
1.1
1.1
1.2
1.4
1.4
1.4
1.2
0.6
0.6
0.7
0.8
0.9
1.0
0.9
0.8
0.7
0.6
0.6
1.7
1.8
1.9
1.7
1.5
1.5
1.4
1.4
1.4
1.5
1.7
1.9
2.0
1.9
1.8
1.5
1.3
1.2
1.1
1.1
1.2
1.4
1.5
1.6
1.5
1.4
0.5
0.6
0.7
0.9
1.1
1.2
1.1
0.9
0.7
0.6
0.5
1.7
1.7
1.8
1.7
1.5
1.4
1.4
1.4
1.4
1.4
1.6
1.9
1.9
1.9
1.8
1.6
1.3
1.2
1.2
1.2
1.3
1.5
1.6
1.7
1.6
1.4
0.7
0.8
1.1
1.2
1.3
1.2
1.1
0.9
0.7
1.6
1.7
1.7
1.5
1.4
1.3
1.2
1.3
1.3
1.4
1.6
1.8
1.9
1.9
1.8
1.5
1.3
1.2
1.2
1.2
1.3
1.5
1.6
1.7
1.6
1.4
0.7
0.9
1.2
1.4
1.4
1.5
1.2
1.0
0.7
1.4
1.5
1.5
1.4
1.3
1.2
1.2
1.2
1.2
1.3
1.4
1.6
1.8
1.8
1.6
1.4
1.3
1.2
1.2
1.2
1.3
1.4
1.5
1.6
1.5
1.3
0.7
1.0
1.3
1.4
1.4
1.4
1.3
1.0
0.8
0.9
1.1
1.2
1.2
1.2
1.1
1.2
1.2
1.2
1.2
1.2
1.3
1.5
1.6
1.6
1.5
1.3
1.2
1.2
1.2
1.2
1.2
1.3
1.4
1.4
1.3
1.1
0.7
0.9
1.2
1.5
1.5
1.5
1.2
1.0
0.7
0.8
0.9
1.0
1.1
1.1
1.1
1.2
1.2
1.2
1.2
1.3
1.3
1.3
1.4
1.4
1.4
1.3
1.2
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.0
0.7
0.9
1.1
1.3
1.4
1.3
1.1
0.9
0.7
0.7
0.8
0.9
1.0
1.1
1.2
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.1
0.9
0.7
0.8
0.9
1.1
1.2
1.1
1.0
0.8
0.7
0.7
0.8
1.0
1.1
1.3
1.5
1.5
1.5
1.3
1.3
1.3
1.3
1.4
1.5
1.6
1.5
1.4
1.3
1.3
1.3
1.3
1.3
1.4
1.3
1.2
1.0
0.7
0.8
0.9
1.0
1.0
1.0
0.9
0.8
0.7
0.8
1.0
1.3
1.5
1.7
1.7
1.6
1.5
1.4
1.3
1.4
1.6
1.7
1.8
1.7
1.6
1.5
1.4
1.4
1.4
1.5
1.6
1.5
1.3
1.1
0.7
0.7
0.9
1.0
1.1
1.0
0.9
0.8
0.7
1.0
1.3
1.7
1.8
1.9
1.8
1.6
1.4
1.4
1.6
1.8
1.9
1.9
1.9
1.8
1.6
1.5
1.5
1.6
1.7
1.8
1.6
1.5
1.2
0.7
0.8
0.9
1.1
1.2
1.1
1.0
0.8
0.7
1.3
1.6
1.7
1.8
1.8
1.6
1.5
1.5
1.6
1.8
1.9
1.9
1.9
1.8
1.6
1.5
1.6
1.7
1.8
1.8
1.7
1.5
0.7
0.9
1.1
1.3
1.3
1.3
1.1
0.9
0.7
1.7
1.8
1.7
1.6
1.4
1.4
1.6
1.8
2.0
2.0
1.9
1.8
1.6
1.5
1.5
1.7
1.8
1.9
1.7
1.5
0.7
0.9
1.2
1.4
1.4
1.5
1.2
1.0
0.7
1.6
1.6
1.6
1.4
1.4
1.4
1.5
1.7
1.9
1.9
1.8
1.7
1.5
1.4
1.5
1.6
1.7
1.7
1.6
1.4
0.7
1.0
1.3
1.4
1.5
1.5
1.3
1.0
0.8
1.4
1.5
1.4
1.4
1.3
1.4
1.4
1.6
1.7
1.8
1.7
1.5
1.4
1.4
1.4
1.4
1.5
1.5
1.4
1.2
0.7
0.9
1.2
1.5
1.6
1.6
1.4
1.0
0.8
1.2
1.3
1.3
1.3
1.4
1.4
1.4
1.5
1.6
1.6
1.6
1.5
1.4
1.4
1.4
1.4
1.4
1.4
1.2
1.0
0.9
1.2
1.4
1.6
1.6
1.6
1.2
1.0
1.2
1.4
1.4
1.4
1.5
1.5
1.5
1.5
1.6
1.6
1.6
1.5
1.5
1.5
1.4
1.4
1.4
1.3
1.2
1.0
0.9
2.0
2.6
1.9
3.0
3.1
2.0
1.4
1.5
1.5
1.5
1.5
1.5
1.5
1.6
1.8
1.8
1.7
1.6
1.5
1.5
1.5
1.5
1.5
1.4
1.2
1.0
1.1
1.9
2.2
2.0
2.6
2.9
2.1
1.5
1.7
1.7
1.7
1.6
1.5
1.6
1.8
2.0
2.0
1.9
1.8
1.6
1.6
1.6
1.7
1.7
1.6
1.4
1.3
2.5
3.0
2.8
3.4
3.1
1.8
1.7
1.8
2.0
1.9
1.7
1.6
1.8
2.0
2.1
2.1
2.1
1.9
1.7
1.7
1.8
1.9
1.9
1.7
1.5
1.1
2.1
2.5
2.1
2.9
3.0
1.8
1.6
1.7
2.0
1.9
1.8
1.7
1.8
2.0
2.1
2.1
2.1
2.0
1.8
1.8
1.9
2.0
1.9
1.8
1.5
0.9
1.9
2.4
1.8
2.9
3.1
2.2
1.6
1.7
2.0
1.9
1.7
1.7
1.8
2.0
2.2
2.1
2.1
1.9
1.8
1.7
1.9
2.0
1.9
1.8
1.5
0.7
1.0
1.3
1.4
1.7
2.0
1.5
1.4
1.8
1.8
1.7
1.6
1.6
1.7
1.9
2.0
2.0
1.9
1.8
1.6
1.6
1.7
1.8
1.7
1.6
1.3
0.7
0.9
1.2
1.4
1.6
1.5
1.2
0.9
1.1
1.6
1.6
1.6
1.5
1.5
1.6
1.7
1.8
1.8
1.7
1.6
1.5
1.5
1.5
1.6
1.5
1.4
1.1
1.0
1.3
1.5
1.5
1.5
1.3
1.0
1.3
1.4
1.5
1.5
1.5
1.5
1.6
1.6
1.7
1.7
1.6
1.5
1.5
1.4
1.4
1.4
1.3
1.2
1.0
1.0
1.3
1.5
1.5
1.5
1.3
1.0
1.4
1.4
1.4
1.4
1.5
1.5
1.6
1.7
1.7
1.7
1.6
1.5
1.4
1.4
1.4
1.3
1.2
1.1
0.9
1.0
1.3
1.5
1.5
1.5
1.3
1.1
1.5
1.4
1.4
1.4
1.5
1.6
1.8
1.9
1.9
1.8
1.6
1.5
1.4
1.4
1.5
1.4
1.2
1.1
0.9
1.1
1.4
1.5
1.4
1.2
1.1
1.2
2.2
1.4
0.9
0.8
0.8
0.9
1.1
1.4
1.5
1.6
1.8
1.7
1.5
1.4
1.4
1.6
1.8
2.0
2.0
2.1
1.9
1.7
1.6
1.5
1.6
1.6
1.6
1.4
1.1
0.9
1.0
1.2
1.3
1.2
1.1
1.1
2.1
2.5
3.4
1.6
1.0
0.9
0.9
1.0
1.3
1.5
1.7
1.7
1.8
1.7
1.5
1.4
1.5
1.6
1.8
2.0
2.0
2.1
1.9
1.7
1.6
1.7
1.8
1.8
1.7
1.5
1.2
0.8
1.0
1.1
1.1
1.1
1.0
1.1
2.0
1.7
1.5
3.5
1.9
1.2
1.1
1.0
1.1
1.3
1.5
1.7
1.8
1.8
1.7
1.5
1.4
1.4
1.6
1.8
1.9
2.0
2.0
1.9
1.7
1.6
1.7
1.8
1.9
1.8
1.6
1.3
0.9
1.0
1.1
1.1
1.1
1.1
1.1
1.2
1.4
1.6
2.4
2.1
1.9
1.8
1.5
1.3
1.2
1.2
1.3
1.5
1.6
1.7
1.7
1.5
1.3
1.2
1.3
1.4
1.6
1.8
1.9
1.9
1.8
1.6
1.6
1.7
1.8
1.9
1.7
1.6
0.9
1.1
1.2
1.2
1.1
1.1
1.1
1.2
1.3
1.8
2.7
1.1
1.5
1.6
1.6
1.5
1.3
1.2
1.2
1.3
1.5
1.5
1.5
1.3
1.2
1.1
1.2
1.3
1.4
1.6
1.7
1.7
1.5
1.4
1.4
1.6
1.7
1.7
1.6
1.5
1.3
1.4
1.3
1.2
1.1
1.1
1.2
1.5
2.2
1.3
1.5
1.6
1.7
1.6
1.4
1.3
1.2
1.3
1.3
1.3
1.3
1.2
1.1
1.1
1.2
1.2
1.3
1.4
1.5
1.4
1.3
1.3
1.3
1.4
1.5
1.5
1.4
1.3
1.5
1.5
1.5
1.4
1.3
1.3
1.4
1.7
2.1
2.6
1.2
1.5
1.6
1.7
1.6
1.4
1.3
1.2
1.2
1.2
1.2
1.2
1.1
1.2
1.2
1.2
1.2
1.2
1.3
1.3
1.3
1.2
1.2
1.3
1.3
1.3
1.3
1.2
1.0
1.6
1.7
1.7
1.6
1.4
1.4
1.5
1.7
2.0
2.0
1.4
1.5
1.6
1.5
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.3
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.6
1.7
1.7
1.6
1.4
1.4
1.5
1.7
1.9
1.8
1.5
1.3
1.4
1.5
1.3
1.2
1.1
1.1
1.1
1.2
1.2
1.2
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.3
1.3
1.2
1.0
1.5
1.6
1.6
1.5
1.3
1.3
1.4
1.6
1.7
1.6
1.4
1.1
1.3
1.3
1.2
1.1
1.1
1.1
1.1
1.1
1.2
1.3
1.4
1.5
1.5
1.4
1.2
1.2
1.1
1.1
1.2
1.2
1.2
1.4
1.4
1.4
1.3
1.0
1.4
1.5
1.5
1.4
1.2
1.2
1.2
1.4
1.4
1.4
1.2
1.1
1.2
1.2
1.2
1.1
1.1
1.1
1.1
1.1
1.2
1.4
1.6
1.7
1.7
1.6
1.4
1.2
1.1
1.1
1.1
1.2
1.3
1.5
1.6
1.5
1.4
1.1
1.1
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.3
1.2
1.0
1.2
1.3
1.3
1.2
1.1
1.1
1.1
1.1
1.2
1.3
1.5
1.7
1.8
1.8
1.7
1.5
1.2
1.2
1.2
1.2
1.3
1.5
1.6
1.7
1.7
1.4
1.1
1.2
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.1
1.0
1.4
1.5
1.5
1.4
1.2
1.1
1.1
1.1
1.2
1.3
1.5
1.7
1.8
1.8
1.7
1.5
1.2
1.2
1.1
1.2
1.3
1.5
1.6
1.6
1.6
1.4
1.2
1.3
1.4
1.3
1.2
1.2
1.2
1.2
1.1
1.0
1.6
1.7
1.8
1.6
1.4
1.2
1.1
1.1
1.2
1.2
1.4
1.6
1.7
1.7
1.6
1.4
1.2
1.1
1.1
1.1
1.2
1.3
1.5
1.5
1.5
1.3
1.3
1.5
1.5
1.4
1.3
1.3
1.2
1.3
1.1
1.0
1.6
1.8
1.9
1.7
1.5
1.3
1.2
1.2
1.2
1.2
1.3
1.4
1.6
1.5
1.4
1.2
1.2
1.1
1.1
1.1
1.1
1.2
1.3
1.4
1.3
1.5
1.6
1.7
1.6
1.5
1.3
1.3
1.4
1.4
1.3
1.8
1.9
1.9
1.8
1.5
1.3
1.2
1.2
1.2
1.2
1.3
1.3
1.4
1.4
1.3
1.2
1.1
1.1
1.1
1.1
1.1
1.0
1.1
1.1
1.1
1.6
1.8
1.9
1.7
1.6
1.4
1.5
1.5
1.6
1.5
1.7
1.8
1.8
1.7
1.5
1.3
1.3
1.3
1.3
1.3
1.2
1.2
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.2
1.0
1.0
1.0
1.0
0.9
1.6
1.7
1.8
1.8
1.7
1.6
1.6
1.8
1.8
1.7
1.7
1.7
1.7
1.5
1.4
1.4
1.4
1.4
1.4
1.4
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.3
1.3
1.2
1.1
1.0
0.9
0.8
0.7
1.6
1.8
1.9
1.8
1.7
1.6
1.8
2.0
2.0
2.0
1.7
1.5
1.3
1.2
1.1
1.2
1.5
1.6
1.5
1.4
1.4
1.4
1.5
1.6
1.6
1.6
1.5
1.4
1.3
1.3
1.2
1.3
1.3
1.5
1.5
1.4
1.2
1.0
0.9
0.8
1.4
1.6
1.7
1.7
1.6
1.7
1.8
2.0
2.0
2.0
1.9
1.6
1.4
1.3
1.4
1.4
1.5
1.5
1.5
1.4
1.4
1.5
1.7
1.8
1.8
1.8
1.7
1.6
1.4
1.3
1.3
1.4
1.5
1.6
1.7
1.6
1.4
1.1
0.9
0.7
1.2
1.4
1.5
1.5
1.5
1.6
1.8
2.0
2.1
2.1
1.9
1.7
1.5
1.5
1.7
1.7
2.0
1.6
1.7
1.6
1.5
1.5
1.6
1.7
1.9
2.0
1.9
1.9
1.7
1.5
1.3
1.3
1.4
1.6
1.8
1.8
1.7
1.5
1.2
0.9
1.2
1.4
1.4
1.4
1.5
1.7
1.9
2.0
2.0
1.8
1.7
1.6
1.8
2.1
2.2
2.2
1.9
1.9
1.8
1.6
1.5
1.6
1.7
1.9
2.0
1.9
1.8
1.7
1.5
1.4
1.4
1.5
1.6
1.7
1.7
1.6
1.4
1.1
0.9
1.2
1.3
1.3
1.4
1.5
1.6
1.7
1.8
1.8
1.7
1.6
1.7
2.0
2.2
2.3
2.3
2.1
2.1
2.0
1.8
1.6
1.5
1.6
1.8
1.9
1.8
1.8
1.6
1.4
1.3
1.3
1.4
1.5
1.6
1.6
1.6
1.3
1.0
1.2
1.4
1.4
1.4
1.4
1.5
1.6
1.6
1.7
1.6
1.6
1.8
2.0
2.2
2.4
2.4
2.2
2.1
2.1
1.9
1.6
1.5
1.5
1.6
1.7
1.7
1.6
1.4
1.3
1.2
1.2
1.2
1.3
1.4
1.4
1.3
1.1
1.3
1.5
1.6
1.5
1.4
1.5
1.5
1.6
1.6
1.6
1.7
1.8
1.9
2.1
2.2
2.2
2.1
2.1
2.0
1.9
1.6
1.5
1.4
1.4
1.5
1.5
1.4
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.5
1.7
1.7
1.7
1.5
1.5
1.5
1.6
1.7
1.8
1.8
1.8
1.8
1.9
2.0
2.0
2.1
2.0
2.0
1.8
1.6
1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.2
1.2
1.1
1.1
1.7
1.8
1.9
1.8
1.6
1.5
1.5
1.7
1.9
2.0
2.0
2.0
1.9
1.8
1.8
1.7
1.8
1.8
1.8
1.6
1.5
1.4
1.3
1.3
1.3
1.3
1.3
1.3
1.4
1.5
1.5
1.4
1.3
1.2
1.6
1.8
1.9
1.8
1.7
1.5
1.6
1.8
2.0
2.2
2.2
2.2
2.0
1.8
1.7
1.6
1.5
1.6
1.6
1.6
1.5
1.4
1.3
1.3
1.3
1.3
1.4
1.4
1.5
1.6
1.7
1.7
1.7
1.5
1.5
1.7
1.8
1.7
1.6
1.5
1.6
1.9
2.1
2.3
2.2
2.2
2.0
1.8
1.7
1.6
1.5
1.4
1.5
1.5
1.4
1.4
1.4
1.4
1.3
1.4
1.4
1.5
1.6
1.8
1.9
2.0
1.9
1.5
1.6
1.5
1.4
1.4
1.6
1.8
2.1
2.3
2.3
2.2
2.0
1.8
1.6
1.5
1.4
1.3
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.5
1.5
1.6
1.9
2.0
2.0
1.1
1.3
1.3
1.3
1.3
1.5
1.7
2.0
2.1
2.1
2.0
1.8
1.6
1.5
1.4
1.3
1.3
1.3
1.4
1.4
1.5
1.5
1.6
1.6
1.6
1.6
1.6
1.7
1.9
2.0
0.9
1.0
1.1
1.2
1.3
1.5
1.7
1.9
2.0
1.9
1.8
1.6
1.5
1.4
1.3
1.3
1.3
1.3
1.3
1.4
1.5
1.7
1.8
1.9
1.8
1.7
1.6
1.7
1.8
0.8
0.9
1.0
1.1
1.3
1.5
1.7
1.9
1.9
1.8
1.6
1.5
1.4
1.4
1.4
1.4
1.5
1.5
1.4
1.3
1.3
1.4
1.6
1.8
2.0
2.0
2.0
1.9
1.7
1.7
1.7
0.9
1.0
1.1
1.4
1.6
1.8
2.0
2.0
1.9
1.7
1.5
1.4
1.5
1.5
1.6
1.7
1.8
1.7
1.5
1.4
1.4
1.6
1.9
2.0
2.0
2.1
2.0
1.7
1.7
1.7
0.8
1.0
1.1
1.4
1.7
1.9
2.0
2.0
1.9
1.7
1.5
1.5
1.5
1.7
1.9
2.0
2.0
2.0
1.8
1.5
1.5
1.7
1.9
2.0
2.1
2.1
2.0
1.8
1.7
1.7
0.9
1.1
1.3
1.6
1.8
1.9
2.0
1.8
1.7
1.5
1.5
1.6
1.8
2.0
2.1
2.1
2.0
1.9
1.6
1.5
1.6
1.8
2.0
2.1
2.0
1.9
1.8
1.7
1.9
2.0
1.2
1.5
1.7
1.8
1.8
1.7
1.6
1.5
1.5
1.5
1.8
2.0
2.2
2.2
2.1
1.9
1.7
1.6
1.6
1.7
1.8
1.8
1.8
1.8
1.8
1.8
2.1
2.3
2.4
2.4
1.5
1.6
1.6
1.5
1.4
1.4
1.4
1.5
1.7
1.9
2.1
2.1
2.0
1.8
1.6
1.5
1.5
1.6
1.6
1.7
1.7
1.6
1.7
1.9
2.2
2.4
2.4
2.6
2.4
2.3
2.2
2.1
1.3
1.4
1.4
1.4
1.4
1.4
1.5
1.6
1.7
1.9
2.0
1.9
1.7
1.6
1.5
1.5
1.5
1.6
1.6
1.6
1.6
1.6
1.8
2.1
2.4
2.5
2.6
2.5
2.4
2.3
2.2
2.0
1.2
1.3
1.3
1.3
1.4
1.5
1.5
1.6
1.6
1.7
1.8
1.7
1.6
1.6
1.6
1.5
1.5
1.6
1.6
1.6
1.6
1.6
1.7
1.9
2.2
2.3
2.4
2.3
2.3
2.2
2.2
2.0
1.1
1.3
1.4
1.4
1.4
1.5
1.6
1.6
1.7
1.8
1.8
1.8
1.6
1.6
1.6
1.6
1.7
1.7
1.8
1.7
1.7
1.6
1.7
1.8
2.0
2.2
2.2
2.0
2.0
2.0
1.2
1.4
1.5
1.6
1.6
1.6
1.6
1.7
1.9
2.0
2.0
2.0
1.8
1.7
1.7
1.8
1.9
2.0
2.1
2.0
1.8
1.7
1.7
1.7
2.0
2.1
2.1
1.9
1.8
1.3
1.6
1.7
1.8
1.7
1.7
1.7
1.9
2.1
2.2
2.2
2.2
2.0
1.9
1.8
2.0
2.2
2.3
2.3
2.2
2.0
1.8
1.7
1.9
2.1
2.2
2.1
2.0
1.8
1.6
1.7
1.8
2.0
1.9
1.8
1.8
2.0
2.1
2.2
2.1
2.2
2.2
2.0
2.0
2.2
2.3
2.5
2.5
2.3
2.1
1.9
1.8
2.0
2.1
2.3
2.1
2.1
1.9
1.7
1.8
1.9
1.9
1.8
1.7
1.9
2.1
2.3
2.2
2.3
2.2
2.0
2.0
2.2
2.3
2.5
2.4
2.3
2.1
1.9
1.8
1.9
2.1
2.1
2.0
2.0
1.8
1.6
1.7
1.8
1.7
1.7
1.6
1.8
2.0
2.1
2.2
2.2
2.1
2.0
2.0
2.1
2.3
2.3
2.3
2.2
1.9
1.7
1.7
1.8
1.9
2.0
1.9
1.9
1.6
1.4
1.6
1.6
1.5
1.5
1.5
1.6
1.8
1.9
2.1
2.1
2.1
2.1
2.0
1.9
2.0
2.1
2.1
1.9
1.7
1.6
1.5
1.6
1.7
1.8
1.7
1.6
1.4
1.1
1.3
1.3
1.3
1.4
1.4
1.5
1.6
1.8
2.0
2.2
2.2
2.2
2.1
2.0
1.9
1.8
1.8
1.7
1.6
1.5
1.5
1.5
1.5
1.6
1.5
1.4
1.0
1.1
1.2
1.2
1.3
1.4
1.5
1.6
1.8
2.1
2.3
2.4
2.3
2.3
2.1
1.9
1.8
1.7
1.6
1.5
1.5
1.5
1.5
1.5
1.5
1.4
1.2
0.9
1.1
1.1
1.2
1.2
1.4
1.5
1.6
1.9
2.1
2.3
2.4
2.3
2.2
2.1
1.9
1.8
1.7
1.6
1.6
1.5
1.5
1.6
1.5
1.5
1.3
1.1
1.0
1.2
1.3
1.3
1.4
1.5
1.6
1.7
2.0
2.2
2.3
2.2
2.1
2.0
1.8
1.8
1.8
1.7
1.6
1.6
1.7
1.8
1.8
1.6
1.4
1.2
1.0
1.3
1.4
1.5
1.6
1.5
1.5
1.6
1.7
1.9
2.0
2.0
1.9
1.8
1.7
1.7
1.7
1.7
1.7
1.8
1.9
2.0
2.0
1.8
1.5
1.0
1.4
1.5
1.7
1.7
1.6
1.5
1.4
1.5
1.6
1.7
1.7
1.7
1.6
1.6
1.7
1.7
1.7
1.8
1.9
2.1
2.3
2.1
2.0
1.6
1.4
1.6
1.6
1.7
1.6
1.4
1.3
1.3
1.4
1.5
1.5
1.5
1.6
1.7
1.8
1.7
1.7
1.8
2.0
2.1
2.2
2.1
2.0
1.7
1.5
1.7
1.6
1.5
1.3
1.2
1.2
1.2
1.3
1.4
1.6
1.7
1.8
1.9
1.9
1.7
1.7
1.9
2.1
2.2
2.2
2.0
1.6
1.5
1.5
1.4
1.2
1.0
1.0
1.1
1.2
1.4
1.6
1.8
2.0
2.0
2.0
1.9
1.7
1.8
2.0
2.2
2.1
1.9
1.1
1.0
0.9
0.9
1.0
1.1
1.3
1.6
1.8
2.0
2.0
2.1
2.1
0.8
0.9
0.9
1.1
1.5
1.8
1.9
2.1
1.5
1.7
1.8
1.8
1.7
1.6
1.8
2.0
1.4
1.6
1.8
1.9
1.8
1.6
1.4
0.5 FOOTCANDLE ISO LINE
JOB NAME: CRYSTAL MALL REDEVELOPMENT - 850 HARTFORD TURNPIKE RD - WATERFORD, CT
APEX LIGHTING SOLUTIONS
WORKPLANE/CALC PLANE: AT FINISH GRADE
MOUNTING HEIGHT: SEE LUMINAIRE SCHEDULE
APPS: LED/PD
SALES: SP
SPECIFIER: CLA ENGINEERS & KENT + FROST LANDSCAPE ARCHITECTURE
Symbol
Qty
Label
Arrangement
Lum. Lumens
Lum. Watts
LLF
Description
[MANUFAC]
Filename
18
P4
Single
5725
54
0.850
ASP530 LED (127-8310) / DS1-500 (300-9159) / 14ft
Round Pole
WE-EF
127-8310.ies
70
SA5N
Single
61161
392.88
0.850
OPF-L-A30-730-T5W-AR1-480-FINISH / Mounted to NEW
37ft Square steel pole with vibration dampener on
3ft exposed foundation
SIGNIFY
GARDCO
OPF-L-A30-730-
T5W.ies
4
SA5E 
Single
61161
392.88
0.850
OPF-L-A30-730-T5W-MAR-480-FINISH / PTR-4RD-TX-STD
/ SB-19 / Mounted to Existing 40ft Pole
SIGNIFY
GARDCO
OPF-L-A30-730-
T5W.ies
Calculation Summary
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
Description
Parking Lot
Illuminance
Fc
1.52
4.1
0.5
3.04
8.20
20ft Grid
(Retrofit existing pole) 
PEDESTRIAN LIGHT
7
L604
PARKING LOT LIGHT
6
L-604
PRECAST LIGHT POLE FOOTING
7
L603
PARKING LOT LIGHT
6
L-604
Luminaire Schedule
Detail
L-401
SITE LIGHTING
REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF
1" = 100'

REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF
Site Details
6"
VARIES- SEE PLAN
BUILDING FACE
FILTER FABRIC
ALUMINUM EDGE RESTRAINT,
SEE SPECIFICATIONS
COMPACTED/UNDISTURBED
SUBGRADE
ROUNDED RIVER STONE,
SEE SPECIFICATIONS
ADJACENT FINISH GRADE;
SEE MATERIALS PLAN
ON GRADE
STONE MAINTENANCE STRIP
NTS
3
P-2025-ELE-10
8"
1"
1/8"
NOTE:
1. NO PAVERS SHALL BE LESS THAN 4"
(NO SLIVERS) PROVIDE ENLARGED
ADJACENT PAVER TO CORRECT SIZE.
4"
8"
PAVERS @ PLANTING
1"
1
2" STAINLESS STEEL DOWEL, 12"
LONG @ 18" O.C. WITH
EXPANSION CAP
3
8" EXPANSION JOINT, PRE-MOLDED JOINT
FILLER; SET BELOW PAVER. CONCRETE SLAB TO
HAVE EXPANSION JOINTS 20' O.C. MIN. TO ALIGN
WITH PAVER JOINTING WHEN REQUIRED.
COMPACTED AGGREGATE BASE
COVER EXPANSION JOINT WITH GEOTEXTILE
FABRIC
CONCRETE WALKWAY, REFER TO CIVIL
SAND SETTING BED
PRECAST CONCRETE PAVER, SEE SPECIFICATIONS
POLYMERIC SAND JOINT, SUBMIT COLOR
SAMPLES FOR APPROVAL PRIOR TO INSTALLATION
2" WEEP HOLE FILLED WITH CLEAN PEASTONE
@5' O.C.; COVER WITH 12" WIDE GEOTEXTILE FABRIC
HAUNCHED CONCRETE BASE AT BUILDING EDGE
PRECAST CONCRETE PAVER,
SEE SPECIFICATIONS
1" SAND SETTING BED
ALUMINUM ANGLE EDGE
RESTRAINT
ADJACENT FINISH GRADE;
REFER TO PLANTING PLAN
HAUNCHED CONCRETE
AT PAVEMENT EDGE
CONCRETE UNIT PAVEMENT - ON CONCRETE 
NTS
4
P-2025-ELE-60
NOTE:
1.
FOR CURBS WITH RADIUS, SCRIBE TO BACK EDGE OF
CURB, ENSURE 24" DEPTH MIN.
2.
ALL CURB RAMPS WITH FLUSH TRANSITION MUST HAVE
TACTILE WARNING PAVERS
3.
DIRECTION OF DOMES MUST BE PARALLEL WITH THE
DIRECTION OF TRAVEL.
VARIES
24"
FLUSH CURB, SEE CIVIL DRAWINGS
COMPACTED AGGREGATE BASE
COMPACTED OR UNDISTURBED
SUBGRADE
DETECTABLE WARNING
PLATE; SEE SPECIFICATION
CAST IN PLACE CONCRETE BASE
WARNING PAVERS
NTS
P-2025-ELE-16
5
ADA COMPLIANT CURB RAMP - TYPE B
NTS
2.  SEE CIVIL DRAWINGS FOR ALL CURBING DETAILS
1.  SEE               FOR CONCRETE JOINT DETAILS 
NOTES:
6'-0"
6'-0"
MIN.
3.  SEE                FOR CONCRETE PAVEMENT DETAILS
PLAN
±7"
3'-0"
MIN
6'-0"
MIN.
48" MIN
LANDING
1:12
MAX
SLOPE
2'-0"
FINISHED GRADE OF PAVING; SEE
MATERIALS PLAN
TRANSITION CURB
5'-0"
4'-0"
5'-0"
CURB FLUSH WITH ADJACENT PAVING
JOINT BETWEEN CURBING SEGMENTS
10
1
MAX
SLOPE
10
1
MAX
SLOPE
1'-6"
6"; SEE
GRADING PLAN
1'-0"
ELEVATION
PLAN
1:12
MAX
SLOPE
1:12
MAX
SLOPE
2%
FLUSH
ADJACENT PAVING; SEE
SITE IMPROVEMENTS
PLAN, L1.0
FLUSH CURB
ADJACENT TO PAVING
TRANSITION CURB; FOLLOW
SLOPE OF ADJACENT
CONCRETE PAVING
SIDE FLAIR TO MIRROR
OPPOSITE SIDE OF
RAMP
EXPANSION JOINT,
SEE DETAIL
ADJACENT CONCRETE
WALKWAY
RAISED CURB, SEE
CIVIL DRAWINGS TYP.
2/L-601
1/L-601
6
P-2025-ELE-49
RAMP
8.3%
MAX.
PARALLEL SIDEWALK RAMP (TYPE 9)
NTS
GUTTER
CURBING
48" MIN.
RAMP
8.3%
MAX.
LANDING
1.5%
SIDEWALK
APPROACH
1.5%
SIDEWALK
APPROACH
1.5%
CURBING
2' DETECTABLE WARNING
SIDEWALK CURB (OPTIONAL)
7
P-2025-ELE-06
BITUMINOUS CURB
NTS
EXTRUDED BITUMINOUS CURB,
CLASS III. SHAPE TO MATCH
EXISTING BITUMINOUS CURB.
BACKFILL BEHIND CURBING AS
REQUIRED.
SEE SHEET L-4.0 FOR ADJACENT USE.
6"
BITUMINOUS WEARING COURSE.
BITUMINOUS BASE COURSE.
TACK COAT.
NOTE:
1.
APPLY TACK COAT TO HORIZONTAL AND VERTICAL
SURFACES WHICH WILL CONTACT BITUMINOUS CURB.
USE CAUTION WHEN APPLYING TACK COAT TO GRANITE
CURBING.
2.
TRANSITIONS BETWEEN BITUMINOUS CURB AND GRANITE
CURB SHALL BE SMOOTH AND ADJOINING FACES SHALL
BE FLUSH.
8
P-2025-ELE-21
X
X
X
3/8"
CONCRETE UNIT PAVEMENT - VEHICULAR RATED
NTS
1"
8"
10"
3"
FINISH GRADE
LATEX MODIFIED GROUTED JOINTS
CONCRETE PAVER, SEE SPECIFICATIONS
LATEX MODIFIED SETTING BED
4000 PSI CONCRETE BASE
REINFORCEMENT, SEE SPECS FOR SIZE
AND TYPE
COMPACTED AGGREGATE BASE
COMPACTED OR UNDISTURBED
SUBGRADE
NOTE:
1.
PROVIDE EXPANSION AND CONTROL
JOINTS ON CONCRETE BASE, REFER
TO SPECS FOR SPACING
2.
NO PAVERS SHALL BE LESS THAN 4",
PROVIDE ENLARGED ADJACENT PAVER TO
CORRECT SIZE
P-2025-ELE-36
9
L-601
6"
5"
SLOPE, SEE NOTES
EQEQ
CONCRETE PAVEMENT
NTS
END WWM 3"
FROM EDGES OF
CONCRETE
6 X 6 W1.4 X W1.4
CONTINUOUS WELDED WIRE
MESH, OVERLAP ABUTTING
PANELS 6" AND TIE TOGETHER
COMPACTED SUBGRADE, 95%
MODIFIED PROCTOR DENSITY
PROCESSED STONE, CT
DOT FORM 819 M.05
CONCRETE, CT DOT FORM 818,
M.03 PCC04462
NOTES:
1.
SEE EXPANSION AND CONTROL JOINT PLAN FOR JOINT LOCATIONS
2.
CONCRETE SURFACES SHALL HAVE A MEDIUM BROOM FINISH,
PERPENDICULAR TO THE DIRECTION OF TRAVEL
3.
SEE NOTES SHEET FOR CONCRETE SLOPES AND TOLERANCES
CONCRETE JOINT DETAIL
2
L-601
1
P-2025-ELE-13
2-1/2" MIN CLEAR
2-1/2" MIN CLEAR
X
X
X
X
X
X
X
X
X
X
X
X
N.T.S.
CONTROL JOINT
N.T.S.
EXPANSION JOINT
A
B
HIGH PERFORMANCE
POLYURETHANE JOINT
SEALANT TO MATCH
CONC COLOR. 1
2"
MIN.DEPTH
20" #5 SMOOTH EPOXY
COATED DOWELS @
24" O.C. CAPPED
1
2" PRE-MOLDED NON
BITUMINOUS JOINT
FILLER, FULL DEPTH
4X4 W2.9/2.9 CONTINUOUS WELDED
WIRE FABRIC, EPOXY COATED
1/8" RADIUS, REMOVE WINDOW
FRAME FROM SCORING TOOL
CONCRETE PAVEMENT
DEPTH 1/4 OF CONC. THICKNESS
CONCRETE JOINT DETAIL
NTS
X
X
X
X
X
X
X
X
X
CONCRETE PAVEMENT
HOLD REINFORCING 3" CLEAR
OF JOINT AND ALL EDGES, TYP
NOTES:
1.
SEE EXPANSION AND CONTROL JOINT PLAN FOR LAYOUT OF JOINTS
2.
INSTALL EXPANSION JOINTS UP TO A MAXIMUM SPACING OF 24' O.C.
3.
INSTALL FULL DEPTH 1/2 PREMOLDED JOINT FILLER AND SEALANT WHERE EVER PAVEMENT ABUTS
FIXED OBJECTS.  CONCRETE MUST BE FULLY CURED PRIOR TO SEALING, CLEAN AND PRIME
CONCRETE PER SEALANT MANUFACTURERS RECOMMENDATIONS
4.
MEDIUM BRUSH FINISH PERPENDICULAR TO WALKING DIRECTION
5.
REMOVE WINDOW FRAME FROM SCORING TOOL MARKS
6.
DOWEL NEW WALKWAYS TO ABUTTING FOUNDATIONS AND EXISTING WALKWAYS.
P-2025-ELE-07
2

REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF
Site Details
X
VEHICULAR CONCRETE CROSSWALK
NTS
NOTE:
1.
ALL CUT ENDS OF EPOXY COATED
STEEL SHALL BE PAINTED
2.
STEEL FLOAT 12" BANDS
3.
SAWCUT CONTROL JOINTS INLINE
WITH BRICK PATTERN, EXTEND
THROUGH 12" BANDS AT 3
LOCATIONS, EVENLY SPACED ACROSS
DRIVE LANE
SAW CUT EXISTING
BITUMINOUS ROADWAY TO THE
LINES INDICATED ON THE
DRAWINGS, MILL EXISTING
WEARING COURSE & KEY IN
NEW ASPHALT WEARING
COURSE
EXISTING BITUMINOUS
CONCRETE ROADWAY,
TYP.
8"
10" MIN
212"
CONCRETE, CT DOT FORM 818,
PCC04462
EPOXY COATED REBAR SUPPORT
CHAIR
CONFIRM DEPTH OF EXISTING
ROADWAY SUBBASE, 10"
MINIMUM REQUIRED, CT DOT
FORM 818 M.02 FOR
ADDITIONAL MATERIAL IF
REQUIRED
ADD NEW ROADWAY SUB-BASE
AS REQUIRED FOR NEW
TAPERED ASPHALT PAVEMENT
4 X 4-W4 X W4 EPOXY COATED
WELDED WIRE FABRIC, HOLD 2"
FROM ALL EDGES, TURN DOWN AT
CROSSWALK EDGE
8"
8"
3
8" RADIUS
12" PLAIN CONCRETE BANDS ON BOTH
SIDES, STAMPED COLORED CONCRETE
INFILL, SEE EXISTING CROSSWALK AT
LIBRARY FOR REFERENCE, MATCH GREY
WARNING TILE COLOR.
P-2025-ELE-04
1
4" 1"
NOTE:
1.
COMPACT SETTING BEDS & PAVER AS PER
MANUFACTURER'S SPECIFICATIONS.
23
4"
1
8"- 3
16" GRANITE CHIP JOINT FILLER
PERMEABLE PAVER, SEE SPECS
PERMEABLE SETTING BED
AGGREGATE: OPEN-GRADED,
CRUSHED ANGULAR STONE; ASTM
NO. 8
COMPACTED SUBGRADE
PERMEABLE BASE AGGREGATE:
OPEN-GRADED CRUSHED STONE,
ANGULAR, ASTM NO. 57
FLUSH WITH ADJACENT FINISH
GRADE, SEE MATERIALS PLANS
PLASTIC EDGE RESTRAINT W/
GALVANIZED SPIKES WHEN
ABUTTING SOFTSCAPE
6"
PERMEABLE UNIT PAVEMENT
NTS
PERMEABLE SUBBASE
AGGREGATE: OPEN-GRADED,
CRUSHED ANGULAR STONE;
ASTM NO. 2
1'-6"
COORDINATE UNDERDRAIN
WITH CIVIL ENGINEER
TRIAXIAL GEOGRID
3
P-2025-ELE-46
NOTE:
1.
PROVIDE SHOP DRAWINGS PRIOR TO CONSTRUCTION
PRECAST CONCRETE CURB - FLUSH
NTS
6"
FINISH GRADE; BITUMINOUS
CONCRETE PAVEMENT, SEE CIVIL
ADJACENT FINISH GRADE; SEE
MATERIALS PLAN, TYP.
PRECAST CONCRETE CURB,
SEE SPECIFICATIONS
COMPACTED OR UNDISTURBED
SUBGRADE, TYP.
CAST IN PLACE CONCRETE
CRADLE
COMPACTED AGGREGATE BASE
FLUSH
FLUSH
8"
6"
1'-6"
6"
6"
1'-6"
4
P-2025-ELE-37
PRECAST CONCRETE PARKING BUMPER
NTS
72"
#4 REBAR SPIKES, 18" LONG,
2 PER BUMPER
5,000 PSI CONCRETE
THRU HOLES
6"
8"
2"
PARKING STRIPING; SEE SPEC
RAISED CURB; SEE MATERIALS PLAN RE: L3.0 SERIES
PRECAST CONCRETE BUMPBER; SEE SPEC
18"
18"
EQ
EQ
6"
CL
PLAN VIEW LAYOUT - NOT TO SCALE
6
P-2025-ELE-22
18" HT.  CONCRETE SEATWALL
NTS
1'-6"
3' HT MAX, VARIES;
SEE GRADING PLAN
HT. VARIES;
SEE PLAN
2'-0"
1'-0"
COMPACTED AGGREGATE
BASE
COMPACTED OR UNDISTURBED
SUBGRADE
#4 VERTICAL AND HORIZONTAL
REBAR, 12" O.C.
4000 PSI CAST IN PLACE
CONCRETE WALL
1
2" RADIUS, ALL EXPOSED
EDGES
3"
FINISH GRADE; SEE
MATERIALS PLAN
HAUNCH PAVEMENT AT
ALL EDGES
EXPANSION JOINT, TYP
FINISH GRADE; SEE
MATERIALS PLAN
NOTES:
1.
ALL REBAR SHALL BE 3" CLEAR FROM ALL WALL FACES.
2.
CONTRACTION JOINTS SHALL BE "V" NOTCHED ON THE FRONT AND BACK FACES OF THE
WALL IN THE SAME PLANE TO A WIDTH AND DEPTH OF 3/4" FOR EACH JOINT, 1-1/2"
COMBINED DEPTH.
3.
ISOLATION JOINTS SHALL BE SPACED AT 75' O.C.
4.
ISOLATION JOINTS SHALL BE 3/4" WIDE.
5.
PROVIDE A MINIMUM OF 3 - 3/4"Ø X 24" LONG SMOOTH JOINT DOWELS AT EACH
ISOLATION JOINT.
6.
ISOLATION JOINTS SHALL BE FILLED WITH A CLOSED CELL COMPRESSIBLE JOINT FILLER.
HOLD JOINT FILLER 1/2" FROM FACE OF WALL AND SEAL WITH A HIGH PERFORMANCE
JOINT SEALANT PER THE SPECIFICATION.
7.
CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION.
P-2025-ELE-51
7
L-602
RAISED CROSSWALK ENLARGEMENT
NTS
10'
MINIMUM
SEE PLANS
8'
8'
HERE
TO
YEILD
31-0510 ON
BREAKAWAY POST,
7' MOUNTING HEIGHT
HERE
TO
YEILD
20'
31-0510 ON
BREAKAWAY POST,
7' MOUNTING HEIGHT
6'
6'
1'
1'
WHITE CHEVRON,
CENTERED ON DRIVE LANE
3'
2'
1'
NEW CURB FULL WIDTH OF
RAISED CROSSWALK
EXISTING CURB
BOTH SIDES OF CURB FLUSH
WITH EXISTING CURB
HEIGHTS 5-6" ABOVE
EXISTING ROADWAY
WHITE YIELD ARROWS
5
L-601
WARNING PAVERS
1
L-601
CONCRETE PAVEMENT
SAWCUT EXISTING ASPHALT, MILL
24" FURTHER TO KEY IN NEW
ASPHALT
1
L-602
VEHICULAR CONCRETE
CROSSWALK
BITUMINOUS CONCRETE PAVEMENT,
SEE CIVIL DRAWINGS TYP.
REFER TO CIVIL DRAWINGS
FOR ALL TRAFFIC SIGNAGE
REFER TO CIVIL DRAWINGS
FOR ALL TRAFFIC SIGNAGE
2
P-2025-ELE-42
FLUSH
FLUSH
FLUSH
FLUSH
SILVA CELL TREE PLANTING
NTS
18'-0"VARIES; SEE PLAN
10'-218"
PRECAST CONCRETE CURB, FLUSH. RE:
BITUMINOUS CONCRETE PAVEMENT,
SEE CIVIL DRAWINGS
PERMEABLE PRECAST CONCRETE
PAVEMENT, RE:
2'-034"
4'-0"
4"
3'-9"
GEOGRID, WRAPPED AROUND PERIMETER OF
SYSTEM, WITH 6" TOE (OUTWARD FROM BASE)
AND 12" EXCESS (OVER TOP OF DECK)
TREE PLANTING; RE:
DECORATIVE TREE GRATE, SEE SPECIFICATIONS, TYP.
PAVER GRATE, SEE SPECIFICATIONS, TYP.
6X6 CAST IN PLACE CONCRETE FOOTING
#3 REBAR, EMBEDMENT ANCHOR, 4" TYP.
OVERALL LENGTH
SILVA CELL BASE SLOPE, 10% MAX
PLANTING SOIL BELOW ROOTBALL, COMPACTED WELL
TO PREVENT SETTLING
MODULAR SUSPENDED PAVEMENT SYSTEM, SEE SPECS.
INSTALL IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND APPROVED SHOP DRAWINGS.
STONE BASE PER MANUFACTURER'S SPECIFICATIONS
GEOTEXTILE FABRIC, PLACE ABOVE SUBGRADE
PLANTING SOIL, SEE SPECIFICATIONS
COMPACTED BACKFILL, SEE SPECIFICATIONS
1" DEPTH MULCH LAYER TO FILL EXTENT OF
TREE PIT LEAVING 3" BETWEEN MULCH
AND ROOT FLARE; SEE SPECS
AIR VENT, AS REQUIRED PER MANUFACTURER
GEOTEXTILE FABRIC TO EDGE OF EXCAVATION
EDGE OF MODULAR SUSPENDED PAVEMENT SYSTEM
PRECAST CONCRETE CURB, FLUSH RE:
BITUMINOUS CONCRETE PAVEMENT, SEE CIVIL
PERMEABLE CONCRETE UNIT PAVEMENT, RE:
MODULAR SUSPENDED PAVEMENT SYSTEM, BELOW.
SEE SPECS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND APPROVED SHOP DRAWINGS
1"GAP
COMPACTED OR UNDISTURBED SUBGRADE
DECORATIVE TREE GRATE, SEE SPECIFICATIONS, TYP.
PAVER GRATE, BELOW. SEE SPECIFICATIONS, TYP.
TREE OPENING, RE:
PLAN
SECTION
SECTION
GEOTEXTILE FILTER FABRIC, TYP.
4/L-602
3/L-602
4/L-606
4/L-606
3/L-602
4/L-602
9'-0"
9'-0"
P-2025-ELE-84
5

REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF
REFACED EXISTING SITE PLANTER WALL
NTS
FINISH GRADE; SEE MATERIALS
PLAN
EXISTING MASONRY BRICK
RETAINING WALL, INTERIOR
CONDITIONS UNKNOWN.
MASONRY NET, SEE SPECS
1 1
2" AIR GAP
1 1
2" THICK STONE VENEER CLADDING,
SEE SPECS.
S.S.
VENEER TIES 12" O.C.
VERTICAL AND HORIZONTAL
FLASHING, TYP.
1
2" MORTAR JOINT, PROVIDE
BONDING AGENT TO EXISTING
MASONRY CAP
S.S.ANCHOR PIN MIN. 24" O.C.
SET IN MORTAR, SEAL AROUND
ANCHOR WITH LIQUID MASTIC
3" THICK GRANITE VENEER CAP,
SEE SPECS
1
2" RADIUS
RAISE PLANTING BED SOIL TO
4" BELOW TOP OF WALL
4" MAX
WIDTH
UNKNOWN
212"
HT. VARIES
1
2" AIR SPACE
COMPACTED OR UNDISTURBED
SUBGRADE
1
P-2025-ELE-23
GRANITE VENEER SITE PLANTER WALL 
NTS
FINISH GRADE; SEE MATERIALS
PLAN
8" X 8" X 16" AND 8" X 10" X 16"
CMU WALL CORE
1 1
2" THICK STONE VENEER CLADDING,
SEE SPECS.
S.S.
VENEER TIES 12" O.C.
VERTICAL AND HORIZONTAL
FLASHING, TYP.
1
2" MORTAR JOINT, PROVIDE
BONDING AGENT TO EXISTING
MASONRY CAP
S.S.ANCHOR PIN MIN. 24" O.C.
SET IN MORTAR, SEAL AROUND
ANCHOR WITH LIQUID MASTIC
3" THICK GRANITE VENEER CAP,
SEE SPECS
1
2" RADIUS
RAISE PLANTING BED SOIL TO
4" BELOW TOP OF WALL
4" MAX
WIDTH TO
MATCH
EXISTING
MASONRY WALL
212"
HT. VARIES
1
2" AIR SPACE
COMPACTED AGGREGATE BASE
1" AIR GAP
MASONRY NET, SEE SPECS
1" MORTAR SETTING BED
REINFORCED CAST IN PLACE
CONCRETE BASE
PROVIDE 4" REBAR SUPPORT
18" O.C. TIED INTO CONCRETE
BASE BELOW
4"
P-2025-ELE-24
2
WOOD AND METAL BENCH TOP SEATING AT PLANTER WALL
3/4" = 1'-0"
FINISH GRADE; SEE MATERIALS
PLAN
EXISTING MASONRY BRICK
RETAINING WALL, INTERIOR
CONDITIONS UNKNOWN.
3" THICK STONE VENEER CAP
S.S.ANCHOR PIN MIN. 24" O.C.
SET IN MORTAR, SEAL AROUND
ANCHOR WITH LIQUID MASTIC
RAISE PLANTING BED SOIL TO
4" BELOW TOP OF WALL
4" MAX
HT. VARIES
1
2" AIR SPACE
COMPACTED OR UNDISTURBED
SUBGRADE
REFACED EXISTING MASONRY
WALL, RE:
METAL AND WOOD BENCH
TOP, REFER TO MANUFACTURERS
INSTRUCTIONS FOR INSTALLATION.
REFER TO LANDSCAPE IMPROVEMENTS
PLAN FOR LOCATIONS
1/L-603
P-2025-ELE-27
3
6'-0"
2'-0"
24'-0"
5'-0"
MAFIA BLOCK SALT BIN
NTS
FINISH GRADE; SEE
MATERIALS PLAN
2'X2'X5' MAFIA BLOCK,
SEE SPECS
2'X2'X6' MAFIA BLOCK,
SEE SPECS
SECTION
PLAN VIEW - NTS
9'
9'
24'
2'
18'-0"
2'X2'X6' MAFIA BLOCK,
SEE SPECS
PARKING LINES, SEE CIVIL
DRAWINGS, TYP.
BITUMINOUS CURB,
SEE CIVIL DRAWINGS
P-2025-ELE-62
4
POST CONNECTION
TYP. GUARDRAIL CROSS SECTION
TYP. RAIL SECTION
FRONT ELEVATION
TOP OF SLOPE
24" MIN
NOT TO SCALE
1:10 SLOPE OR FLATTER
23"
NOT TO SCALE
8' SPACING (TYPICAL)
TIMBER GUARDRAIL
NTS
http://www.sistoreylumber.com
285 SIKE STOREY ROAD, NW
ARMUCHEE, GA 30105
706-234-1605
MODEL: STREET GUARD PLUS
NOTES:
1.
THE TIMBARRIER STREET GUARD PLUS SYSTEM IS CRASHWORTHY FOR LOW SPEED
ROADWAYS UP TO 45 MPH, PER NCHRP-350 TEST LEVEL 2 CRITERIA.
2.
ALL TIMBER COMPONENTS SHALL BE #1 GRADE SYP, S4S, IN ACCORDANCE WITH SOUTHERN
PINE INSPECTION BUREAU (SPIB) AND CCA PRESSURE TREATED IN ACCORDANCE WITH
AMERICAN WOOD PRESERVERS (AWPA) STANDARD C14 TO A MINIMUM NET RETENSION OF
0.60 LBS/CU.FT.
3.
ALL STEEL BACKING AND SPLICE PLATES SHALL BE ASTM A588 WEATHERING STEEL.
4.
ALL FASTENERS SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: CARRIAGE
BOLTS: A307 (A242 WEATHERING); NUTS: A563 TYPE DH3; WASHERS: F436 TYPE 3; LAG
SCREWS: A307.
5.
IF SHOULDER SLOPE IS STEEPER THAN 10:1 OR IF SLOPE BREAK IS LESS THAN 2' BEHIND
BACK OF POST, INCREASE POST LENGTH TO 7' OR 8' AS REQUIRED.
6.
DRIVING POSTS WITH A COMMERCIAL GRADE POST DRIVER IS THE PREFERRED METHOD OF
INSTALLATION.  HOWEVER, AUGURING A HOLE, BACKFILLING, AND COMPACTING ADEQUATELY
SO AS NOT TO SETTLE AFTER INSTALLATION IS PERMITTED.
8'
6'
5
P-2025-ELE-02
PRECAST LIGHT POLE FOOTING
NTS
1" CHAMFER
LIGHT POLE BASE
GALVANIZED STEEL ANCHOR BOLTS.
CONTRACTOR TO COORDINATE
PATTERN, BOLT DIAMETER, GAUGE,
AND PROJECTION
FINISH GRADE AT BOTTOM OF
CHAMFER WHEN IN HARDSCAPE
AND 3" BELOW TOP OF BASE WHEN
IN PLANTING BEDS OR LAWN
PROVIDE PVC CONDUIT, SWEEPS AND
COUPLINGS AS REQUIRED BY LOCAL,
STATE AND FEDERAL ELECTRICAL
CODES. COORDINATE DIAMETER AND
QUANTITY WITH ELECTRICAL PLANS
3" CLEAR
(4) #7 VERTICAL @ 24"Ø
(4) #6 VERTICAL @ 18"Ø
#3 CIRCULAR TIES AT
12" O.C.
AS REQUIRED
60" TYP,
LIGHT FOOTING @ SEGMENTED RETAINING WALL
MUST EXTEND TO DEPTH OF WALL EXCAVATION ±96"
18"Ø ≤15' POLES
24"Ø 16'-25' POLES
PROVIDE 1" PVC CONDUIT FOR
GROUNDING AS REQUIRED
APPROVED FILL COMPACTED TO
95% PROCTOR DENSITY IN 6" LIFTS
FIRM UNDISTURBED
SUBGRADE
5,000 PSI CONCRETE
(3) #3 CIRCULAR TIES
@ 3" O.C. (TOP)
7
P-2025-ELE-48
CONCRETE FOOTING - DETAIL TO BE
DETERMINED BY STRUCTURAL ENGINEER
4'-0"
6"
12"
SPUN ALUMINUM COLLAR
7" BUTT DIAMETER
CLEAT (9") CAST ALUMINUM WITH 1
4"-20NC FLAT HEAD
STAINLESS STEEL SELF DRILLING SCREWS. FIELD
INSTALLED.
4'-6"
19'-3"      (TAPER LENGTH)
40'-0"    (MOUNTING HEIGHT)
8' X 12' MAXIMUM FLAG SIZE
LIGHTNING SPIKE - 3
4" DIAMETER STEEL ROD
3
16" STEEL SUPPORT PLATE
3
16" STEEL PLATE WELDED TO SLEEVE
TAMPED DRY SAND (BY INSTALLER)
GROUND SLEEVE ASSEMBLY - 16
GAUGE GALVANIZED STEEL TUBE
2" CAP - CEMENT OR WATERPROOF COMPOUND
AND HARDWOOD WEDGES (BY INSTALLER)
FLAGPOLE
NTS
GOLD ANODIZED ALUMINUM BALL
CAST ALUMINUM REVOLVING TRUCK WITH
STAINLESS STEEL BEARINGS, ALUMINUM
SPINDLE, AND ONE (1) ALUMINUM PULLEY
TWO STAINLESS STEEL SWIVEL SNAP
HOOKS WITH NEOPRENE COVERS
HALYARD, #10 ( 5
16" DIAMETER)
BRAIDED POLYPROPYLENE ROPE
NOTE:
ARCHITECTURAL ELITE SERIES -
ESR40C71
AMERICAN FLAGPOLE
26252 HILLMAN HIGHWAY
ABINGDON, VA 24210
TOLL FREE: 855-530-4078
WWW.AMERICANFLAGPOLE.COM
ALLOY 6063-T6 TAPERED ALUMINUM
TUBE.
TOP DIAMETER: 3 1
2"
SPECIFICATIONS
A. MOUNTING HEIGHT: 40'
B. SET DEPTH: 4'-0"
C. TOTAL LENGTH: 44'-0"
D. TAPER LENGTH: 19'-3"
E. BUTT DIAMETER: 7"
F. TOP DIAMETER: 3 1
2"
G. WALL THICKNESS: 0.156"
FLAGPOLE SECTIONS:1
FLAGPOLE WEIGHTS: 277 POUNDS
MAX FLAG SIZE: 8' X 12'
MAX WIND SPEED W/ FLAG: 85 MPH
MAX WIND SPEED NO FLAG: 120 MPH
ACCESSORIES: SATIN ALUMINUM
FINISH, STANDARD GOLD ANODIZED
BALL, STANDARD SPUN COLLAR,
STANDARD 9" HEAVY DUTY ALUMINUM
CLEAT.
8
P-2025-ELE-32
Site Details
L-603

REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF
SITE FURNISHING: BENCH TYPE 1
NTS
MANUFACTURER: LANDSCAPE FORMS
MOUNTING: SURFACE MOUNTED
BENCH TYPE: BACKED 72"
FINISH: GALVANIZED STEEL (COLOR TBD),
THERMALLY MODIFIED WOOD
1
P-2025-ELE-01
SITE FURNISHING: BIKE RACK
NTS
MANUFACTURER: MAGLIN
MOUNTING: SURFACE MOUNTED
FINISH: CAST ALUMINUM; POWDER
COAT FINISH, COLOR TBD
2
P-2025-ELE-03
TRASH AND RECYCLING RECEPTACLE 
NTS
P-2025-ELE-11
3
SECURITY BOLLARD
NTS
3'-0"
8"
1'-0"
3'-0"
1'-0"
FINISH GRADE; SEE MATERIALS PLAN
EXPANSION JOINT, TYP.
4 3
8" DIA X 1
8" THICK METAL VEHICULAR
BOLLARD, SEE SPEC
HAUNCH CONCRETE PAVEMENT
CAST IN PLACE CONCRETE FOOTING
COMPACTED AGGREGATE BASE
P-2025-ELE-50
4
INGRADE LIGHT
NTS
INGRADE LIGHT MANUFACTURER: WE-EF LED LIGHTS
REFER TO LIGHTING PLAN FOR SPECIFICATIONS
5
P-2025-ELE-20
PARKING LOT LIGHT
NTS
REFERENCE IMAGE
P-2025-ELE-19
6
PEDESTRIAN LIGHT
NTS
MANUFACTURER: WE-EF LIGHTING
REFER TO LIGHTING PLAN FOR SPECIFICATIONS
7
P-2025-ELE-18
Site Details
L-604

REV
DESCRIPTION
DATE
SCALE:
PROJECT #:  2025018
DRAWN BY:
CHECKED BY:
CONSULTANTS
PROJECT
DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
CRYSTAL MALL
ADAPTIVE REUSE
850 HARTFORD TURNPIKE
WATERFORD, CT 06385
STAMP
KEY PLAN
ZONING SUBMISSION
1/26/2026
TM, AB, EM
TM, CF
ELECTRIC
BOAT
MAIN
ENTRANCE
ENTRANCE A
CAMPUS WAYFINDING SIGNAGE
3/4" = 1'-0"
1'
FINISH GRADE; SEE
MATERIALS PLAN.
2'
3'
4'
5'
6'
7'
8'
9'
CAMPUS WAYFINDING SIGN;
MATERIAL AND FINAL DESIGN
TO BE DETERMINED BY OWNERSHIP
3'-0"
8'-6"
4"HT. 3
8" THICK RAISED LETTERING,
FONT AND FINAL DESIGN TO BE
DETERMINED BY OWNERSHIP
5'-0"
5"
ENTRANCE B
4"
7"
1'-1014"
2'-8"
2 1
2" HT. X 3
8" THICK RAISED
LETTERING, FONT AND FINAL
DESIGN TO BE DETERMINED BY
OWNERSHIP
NOTE:
1.
SIGNAGE LIGHTING SHALL BE UPLIGHT. REFER TO
LIGHTING PLAN FOR UPLIGHT LOCATIONS.
2.
TOTAL WAYFINDING SIGNAGE SQUARE FEET: 6.93 SF
3"
21
8"
1 1
16"
FORWARD
DIRECTIONAL ARROW
RIGHT DIRECTIONAL
ARROW
4"
1 1
16"
21
8"
DIRECTIONAL ARROW ENLARGEMENT
NTS
1
P-2025-ELE-33
CAMPUS ENTRY SIGN
NTS
1'
2'
3'
4'
5'
6'
7'
8'
6'-0"
39'-0"
1'-6"
28'-2"
1'-1'-9"
2'-8"
FINISH GRADE; SEE MATERIALS
PLAN
CAMPUS ENTRY SIGN, MATERIALS AND
FINAL DESIGN TO BE DETERMINED BY
OWNERSHIP
12" HEIGHT X 3
8" THICK RAISED METAL
LETTERING. LETTERS SHALL BE BACKLIT
18" HT. X 3
8" THICK METAL LETTERING,
MATERIALS AND DESIGN TO BE
DETERMINED BY OWNERSHIP. LETTER
SHALL BE BACKLIT
NOTE:
ENTRY SIGNAGE SQUARE FEET: 76SF
TOTAL ENTRY SIGNAGE SQUARE FEET (4 TOTAL): 304 SF
APPROXIMATE EXISTING ENTRY SIGNAGE SQUARE FEET: 408 SF
SIGNAGE ELEVATION
SIGNAGE PLAN VIEW
CONCRETE BASE; TO BE DESIGNED
WITH SIGNAGE MANUFACTURER
6" THICK METAL ENTRY SIGN; MATERIAL
AND DESIGN TO BE FINALIZED AND
DETERMINED BY OWNERSHIP
18" AND 12" HEIGHT X 3
8" THICK RAISED METAL
LETTERING. LETTERS SHALL BE BACKLIT
PLANTING SIDE
ROADWAY SIDE
TYPICAL CAMPUS ENTRY - NTS
ENTRY SIGN, SEE ENLARGEMENT. THIS DETAIL
PLANTING AREA, T