Design Review Board - 1217 (02/24/2026)

DME DESIGN LLC
285 NICOLL ST. SUITE 107
NEW HAVEN, CT 06511
M:\8000\8100\8185 - DME Crystal Mall Redevelopment\Drawings\CLA-8185 Crystal Mall Adaptive Reuse - 000 Cover.dwg




CAMPUS MASTER PLAN
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 L-000
AS NOTED

L-101
LANDSCAPE NOTES
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
APPROVALS AND REFERENCE
1.
THE FOLLOWING STANDARDS OF CARE ARE INCLUDED BY
REFERENCE:
·
INLAND WETLAND & WATERCOURSE REGULATIONS FOR
THE TOWN OF WATERFORD- AS AMENDED
·
2024 CONNECTICUT GUIDELINES FOR SOIL EROSION
AND SEDIMENT CONTROL AND IT'S ERRATA SHEET
·
2024 CONNECTICUT STORMWATER QUALITY MANUAL
·
GENERAL PERMIT FOR THE DISCHARGE OF
STORMWATER AND DEWATERING WASTEWATERS FROM
CONSTRUCTION ACTIVITIES AS ADMINISTERED BY THE
CONNECTICUT DEPARTMENT OF ENERGY &
ENVIRONMENTAL PROTECTION
9.
THE MOST RECENTLY ADOPTED VERSION(S) OF THE
FOLLOWING GOVERNING CODES SHALL APPLY:
·
STATE OF CONNECTICUT BUILDING CODE 2022
·
2021 INTERNATIONAL BUILDING CODE
·
ICC/ANSI A117.1 2017 ACCESSIBLE AND USABLE 
BUILDINGS AND FACILITIES
·
2021 INTERNATIONAL EXISTING BUILDING CODE
·
2021 INTERNATIONAL PLUMBING CODE
·
2021 INTERNATIONAL MECHANICAL CODE
·
2021 INTERNATIONAL ENERGY CONSERVATION CODE
·
2020 NFPA 70, NATIONAL ELECTRIC CODE, OF THE
NATIONAL FIRE PROTECTION ASSOCIATION, INC.
·
2021 INTERNATIONAL RESIDENTIAL CODE OF THE
INTERNATIONAL CODE COUNCIL, INC.
·
UNIFORM FEDERAL ACCESSIBILITY STANDARDS -
AMERICANS WITH DISABILITIES ACT STANDARDS FOR
ACCESSIBLE DESIGN
GENERAL NOTES:
1.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION.  "CALL
BEFORE YOU DIG" IS TO BE NOTIFIED PRIOR TO ANY
CONSTRUCTION.  (800-922-4455).   MARKINGS SHALL BE
PROTECTED THROUGHOUT CONSTRUCTION. IF ANY MARKING
IS ELIMINATED DUE TO CONSTRUCTION ACTIVITIES IT IS THE
CONTRACTORS RESPONSIBILITY TO HAVE CT CALL BEFORE
YOU DIG RE-ESTABLISH THE UTILITY MARKING.
2.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL
APPLICABLE CONSTRUCTION PERMITS, PRIOR TO
CONSTRUCTION, FROM THE TOWN OF WATERFORD ALONG
WITH ANY OTHER APPLICABLE AGENCIES.  ALL AGENCIES ARE
TO BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.  A PRE-CONSTRUCTION
MEETING IS TO BE HELD WITH THE MUNICIPAL AGENT,
LANDSCAPE ARCHITECT, AND CIVIL ENGINEER PRIOR TO THE
COMMENCEMENT OF ANY DISTURBANCE OR CONSTRUCTION.
3.
ALL EROSION AND SEDIMENTATION CONTROL MEASURES
APPLICABLE TO A GIVEN AREA OF CONSTRUCTION SHALL BE
IN PLACE AND APPROVED BY EITHER THE LANDSCAPE
ARCHITECT OR CIVIL ENGINEER PRIOR TO THE
COMMENCEMENT OF WORK IN THAT AREA.
4.
ALL DISTURBED SOIL SHALL BE HYDRO-SEEDED.
5.
ALL AREAS OF PROPOSED FILL SHALL BE FINISH GRADED
WITH 4" OF TOPSOIL AND SEEDED WITH AN APPROPRIATE
SEED MIXTURE BASED ON RECOMMENDATION APPROPRIATE
FOR USE AND SEASON AS DELINEATED BY THE CONNECTICUT
GUIDELINES FOR SOIL EROSION AND SEDIMENTATION
CONTROL NARRATIVE.
6.
NO STUMPS, VEGETATIVE MATER, CONSTRUCTION DEBRIS, OR
OTHER MAN-MADE OBJECTS ARE PERMITTED TO BE BURIED
ON SITE.
7.
ALL FILL SHALL BE PLACED IN SIX INCH (6") LIFTS AND
MECHANICALLY COMPACTED.  FILL UNDER HARDSCAPE SHALL
BE COMPACTED TO 95% OF MAXIMUM DENSITY AS
DETERMINED BY ASSHTO T-180(D).  QUALITY AND METHOD
OF PLACEMENT SHALL CONFORM TO D.O.T. FORM 819 OR THE
MOST CURRENT VERSION AS AMENDED .  SPECIAL CARE
SHALL BE TAKEN FOR FILL AREAS WITH LARGE ROCK.
COMPACTION IN ROCK FILL SHALL MEET THE 95% MAXIMUM
DENSITY AND A RECORD OF THE RESULT SUBMITTED TO THE
LANDSCAPE ARCHITECT FOR APPROVAL.
8.
ALL CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE
FIELD AND APPROVED BY LANDSCAPE ARCHITECT OR CIVIL
ENGINEER PRIOR TO ANY CLEARING OR GRUBBING.  THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
PLANTINGS SUITABLE TO MUNICIPAL AGENT AND OR
LANDSCAPE ARCHITECT FOR ANY SIGNIFICANT
ENCROACHMENT BEYOND CLEARING LIMITS.
9.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
DISTANCES AND LOCATIONS AND QUANTITIES AS DEPICTED
ON THE APPROVED CONSTRUCTION DOCUMENTS.  IF THERE
ARE ANY DISCREPANCIES OR CHANGES IN FIELD CONDITIONS
NOT ADDRESSED BY THESE DOCUMENTS, THE LANDSCAPE
ARCHITECT AND CIVIL ENGINEER SHALL BE NOTIFIED PRIOR
TO ANY CONSTRUCTION MODIFICATIONS.
10. ALL EXCESS MATERIAL RESULTING FROM EXCAVATION AND
CONSTRUCTION BECOMES PROPERTY OF THE CONTRACTOR
AND SHALL BE PROPERLY DISPOSED OF OFF-SITE.  NO
MATERIAL SHALL BE PLACED BEYOND THE LIMITS OF
CONSTRUCTION OR WITHIN WETLAND AREAS.
11. THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING
OF ALL TEMPORARY AND/OR PERMANENT MEASURES TO
CONTROL WATER POLLUTION AND SOIL EROSION AS MAY BE
REQUIRED DURING THE CONSTRUCTION OF THE PROJECT.  IN
GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN
A WORKMANLIKE MANNER WITH THE STATED INTENTION TO
MINIMIZE THE TIME TO COMPLETION AS WELL AS THE
PREVENTION OF THE POLLUTION OF ANY INLAND WETLANDS,
WATERCOURSES, WATER BODIES OR CONDUIT CARRYING
SURFACE WATER.  THE CONTRACTOR SHALL LIMIT, INSOFAR
AS POSSIBLE, THE SURFACE AREA OF EARTH MATERIALS
EXPOSED BY CONSTRUCTION METHODS, AND TO
IMMEDIATELY PROVIDE PERMANENT AND/OR TEMPORARY
POLLUTION CONTROL MEASURES TO PREVENT
CONTAMINATION OF ADJACENT WETLANDS, WATERCOURSES
OR WATER BODIES, AND TO FULLY MANAGE POSSIBLE
EROSION CONDITIONS THROUGHOUT THE CONSTRUCTION
LIMITS.  NO CONSTRUCTION ACTIVITY SHALL COMMENCE
UNTIL THE HEREIN STATED SOIL EROSION AND SEDIMENT
CONTROL PLAN HAS BEEN CERTIFIED AND THOSE CONTROL
MEASURES DEPICTED HEREIN HAVE BEEN FULLY INSTALLED
AND ARE FUNCTIONAL.
12. CONTRACTOR IS RESPONSIBLE FOR ENGAGING THE PROPER
UTILITY COMPANIES FOR RELOCATION AND/OR REMOVAL OF
EQUIPMENT, NOT LIMITED TO UTILITY POLES, GUY WIRES,
AND OVERHEAD WIRES.
13. NOTIFY LANDSCAPE ARCHITECT AT LEAST 48 HOURS PRIOR TO
ANY ACTIVITY REQUIRING FIELD OBSERVATION
14. STOCKPILING OF BUILDING MATERIALS SHALL BE CONFINED
WITHIN THE AREAS OF CONSTRUCTION DISTURBANCE.
MATERIAL STOCKPILES SHALL BE MAINTAINED IN A SAFE AND
WORKMANLIKE MANNER.  TRASH CONTAINERS AND
COLLECTION POINTS SHALL BE MAINTAINED THROUGHOUT
THE CONSTRUCTION PERIOD.  ALL REFUSE IS TO BE REMOVED
TO AN APPROPRIATE FACILITY.
15. VEHICULAR MOVEMENT SHALL BE LIMITED TO ESTABLISHED
CONSTRUCTION ACCESS POINTS.  UNNECESSARY
ENCROACHMENT OF CONSTRUCTION EQUIPMENT OR OTHER
VEHICLES SHALL NOT BE ALLOWED IN NON-CONSTRUCTION
PORTIONS OF THE PROPERTY.  VEHICULAR ACCESS TO AREAS
OUTSIDE THE AREAS OF DISTURBANCE SHALL BE RESTRICTED
TO THE MINIMUM NECESSARY TO PERFORM ESSENTIAL AND
REQUIRED CONSTRUCTION ACTIVITIES.
16. ALL WORK ALONG STATE ROUTE 85 SHALL BE PERFORMED IN
ACCORDANCE WITH THE CONNECTICUT DEPARTMENT OF
TRANSPORTATION SPECIFICATION FORM 819 OR THE MOST
CURRENT EDITION AND ANY SPECIAL PROVISIONS.
17. ALL MATERIALS USED ON THE PROJECT SHALL BE IN
CONFORMANCE TO THE CONNECTICUT DEPARTMENT OF
TRANSPORTATION SPECIFICATION FORM 819 OR THE MOST
CURRENT EDITION OR AS SPECIFIED.
PEDESTRIAN CONTROL
1.
TEMPORARY CONSTRUCTION FENCING SHALL BE USED TO
PREVENT PEDESTRIAN ACCESS TO THE CONSTRUCTION SITE
UNTIL SUBSTANTIAL COMPLETION HAS BEEN REACHED FOR
THE PHASE OF THE PROJECT.
2.
ALL PUBLIC SIDEWALKS SHALL REMAIN OPEN DURING
CONSTRUCTION TO THE GREATEST EXTENT POSSIBLE UNTIL
THERE IS A THREAT TO PUBLIC HEALTH, SAFETY OR WELFARE.
3.
WHEN IT IS UNSAFE FOR THE PUBLIC TO USE THESE
SIDEWALKS OR WHEN WORK IS BEING PERFORMED,
TEMPORARY PEDESTRIAN DETOUR SIGNAGE AND BARRIERS
SHALL BE PROVIDED BY THE CONTRACTOR.
CONSTRUCTION WITHIN TREE PROTECTION
AREAS:
1.
TREE PROTECTION AREA: THE LAND AREA DIRECTLY UNDER
THE TREE CANOPY AS MEASURED FROM THE TRUNK TO THE
OUTER MOST LEAVES OF THE CANOPY OR DRIP LINE. SOIL
COMPACTION AND, PHYSICAL OR CHEMICAL DAMAGE TO ROOTS
WITHIN THIS AREA CAN BE DETRIMENTAL TO THE HEALTH OF
THE TREE.
2.
A NUMBER OF EXISTING TREES SHALL BE PRESERVED AND
PROTECTED AS PART OF THIS PROJECT.  MANY OF THESE
TREES WILL BE IMPACTED WITH THE INSTALLATION OF NEW
WALKWAYS, FOUNDATIONS AND UTILITIES.  ALL CONSTRUCTION
ACTIVITIES WITHIN THESE AREAS SHALL BE DONE UNDER THE
DIRECT SUPERVISION OF THE LANDSCAPE ARCHITECT.
3.
EXISTING ROOTS PROXIMATE TO PROPOSED AND EXISTING
PAVING SHALL BE EXPOSED USING AN AIRSPADE OR BY HAND.
IN AREAS WHERE ROOTS MUST BE REMOVED FOR
CONSTRUCTION OF WALKS, FOUNDATIONS, WALLS, ETC, ROOTS
SHALL BE SEVERED PRIOR TO EXCAVATION TO ELIMINATE
UNNECESSARY TEARING OF ROOTS BY HEAVY EQUIPMENT.
4.
TREE ROOTS SHALL NOT BE PRUNED OR CUT UNLESS THEIR
REMOVAL IS UNAVOIDABLE OR ABSOLUTELY NECESSARY.  THE
LANDSCAPE ARCHITECT SHALL BE NOTIFIED PRIOR TO ANY
OPERATION KNOWN OR SUSPECTED TO INVOLVE CUTTING OF
MORE THAN:
a. TWO ROOTS, THREE (3) INCHES OR MORE IN DIAMETER;
AND/OR
b. FOUR ROOTS BETWEEN TWO (2) AND THREE (3) INCHES IN
DIAMETER.  THE ARBORIST SHALL BE NOTIFIED
IMMEDIATELY IN THE EVENT THAT ROOTS IN EXCESS OF
THAT DESCRIBED ABOVE ARE CUT, TORN, RIPPED, OR
OTHERWISE INJURED.
4.
WHEN EXCAVATING FOR CONSTRUCTION OF INLETS, WALLS,
FOUNDATIONS,ETC. EXCAVATED SOIL SHALL BE DEPOSITED IN
TRUCKS AND HAULED OFF OR DEPOSITED TEMPORARILY ON
3/4-INCH THICK PLYWOOD. EXCAVATED AND FILL SOIL SHALL
NOT BE DEPOSITED, EVEN TEMPORARILY, ON UNPROTECTED
NATURAL GRADE. EXCAVATED FILL SOIL SHALL BE RETURNED
AS BACKFILL WHERE POSSIBLE.
5.
ALL TRENCHING OR OTHER WORK UNDER THE DRIPLINE OF
ANY TREE SHALL BE DONE BY HAND OR BY OTHER METHODS,
WHICH WILL PREVENT BREAKAGE OR OTHER INJURY TO
BRANCHES AND ROOTS.
6.
LIMIT GRADING TO A MAXIMUM OF TWO (2) INCHES OF FILL
OVER NATURAL GRADE WITHIN CRITICAL ROOT ZONES.  FILL
SHOULD CONSIST OF SANDY LOAM TOPSOIL.  CLAY SOILS
SHALL NOT BE USED AS FILL.  WHEN USING FILL SOIL, THE
EXISTING SURFACE TO RECEIVE FILL SHOULD BE SCARIFIED
PRIOR TO FILLING.  ANY FILLING OPERATION SHOULD NOT
OCCUR DURING WATER SATURATED SOIL CONDITIONS.
WATERCOURSE AND WETLAND IMPACT
AVOIDANCE AND MINIMIZATION
MEASURES:
1.
THE FOLLOWING MEASURES WILL BE TAKEN TO AVOID OR
MINIMIZE IMPACTS TO WATERCOURSES AND WATERBODIES
DURING PROJECT ACTIVITIES.  ALL WORK IN OR NEAR
WATERCOURSES AND WATERBODIES WILL BE IN
ACCORDANCE WITH PROJECT MAPPING AND THE 2002
CONNECTICUT GUIDELINES FOR SOIL EROSION AND
SEDIMENT CONTROL.
2.
INSTALL AND MAINTAIN TEMPORARY EROSION AND
SEDIMENTATION CONTROLS ALONG THE ROW WHERE
CONSTRUCTION ACTIVITIES DISTURB SOILS NEAR
WATERCOURSES. THESE CONTROLS WILL BE INSTALLED AND
MAINTAINED TO MINIMIZE THE POTENTIAL FOR
SEDIMENTATION INTO WATER RESOURCES.  SEDIMENT THAT
ACCUMULATES BEHIND THESE CONTROLS WILL PERIODICALLY
BE REMOVED AND PLACED IN UPLAND AREAS, IN A MANNER
THAT WILL PRECLUDE THE POTENTIAL FOR SUBSEQUENT
DEPOSITION INTO WATERCOURSES, INLAND WETLAND AREAS,
OR WILL OTHERWISE BE DISPOSED OF OFF-SITE.
3.
CONSTRUCTION EQUIPMENT SHALL BE PROHIBITED FROM
FORDING STREAMS.
4.
EXCEPT FOR EQUIPMENT THAT IS NOT READILY MOBILE OR
MUST REMAIN ON-SITE FOR PROLONGED PERIODS TO SAFELY
COMPLETE A CONSTRUCTION TASK, CONSTRUCTION VEHICLES
AND EQUIPMENT WILL NOT BE REFUELED WITHIN 100 FEET OF
A WATERCOURSE OR OPEN WATERS.  FOR REFUELING THAT
MUST BE PERFORMED LESS THAN 25 FEET FROM A
WATERCOURSE, APPROPRIATE SPILL PREVENTION MEASURES
AS DETAILED IN THE CONTRACTOR'S SPILL PREVENTION AND
CONTROL PLAN WILL BE APPLIED.
WETLAND RESTORATION PLAN:
1.
AS NECESSARY, WETLAND AREAS AFFECTED BY
CONSTRUCTION MAY BE STABILIZED TEMPORARILY WITH
ANNUAL RYEGRASS, OR AS DIRECTED BY THE LANDSCAPE
ARCHITECT.  FOR LONG-TERM STABILIZATION IN AREAS
WHERE THE TOPSOIL LAYER (CONTAINING WETLAND SEEDS)
WAS DISTURBED BY CONSTRUCTION, ANNUAL RYE GRASS, A
WETLAND SEED MIX, OR AN EQUIVALENT MIX WILL BE
APPLIED AT THE LABEL-RECOMMENDED SEEDING RATE.   IF
FINE GRADING IS NECESSARY, IT SHOULD BE PERFORMED
DURING THE GROWING SEASON AND IN A MANNER THAT
RETAINS THE EXISTING WETLAND TOPSOIL AND ROOT MASS
TO THE EXTENT PRACTICABLE.  ONCE COMPLETE, DISTURBED
AREAS AFFECTED BY GRADING SHALL BE SEEDED
IMMEDIATELY.
2.
TEMPORARY EROSION AND SEDIMENT CONTROLS WILL BE
LEFT IN PLACE AND MAINTAINED UNTIL FINAL STABILIZATION
IS ACHIEVED.  RESTORATION TYPICALLY WILL BE DEEMED
SUCCESSFUL BASED ON THE ESTABLISHMENT OF PERMANENT
VEGETATIVE COVER.  BASED ON THE RESULTS OF
POST-CONSTRUCTION INSPECTIONS OF AREAS OF
STABILIZATION, THE LANDSCAPE ARCHITECT WILL DETERMINE
THE APPROPRIATE TIMEFRAME FOR THE REMOVAL OF ALL
TEMPORARY EROSION CONTROLS.
ENVIRONMENTAL BMP & PROTECTION:
1.
NO CONSTRUCTION SHALL PROCEED UNTIL PROPER
SEDIMENTATION AND EROSION CONTROL METHODS HAVE
BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION
NECESSITATES.
2.
NO EQUIPMENT, MATERIALS OR MACHINERY SHALL BE
STORED, CLEANED OR REPAIRED WITHIN SEVENTY-FIVE (75)
FEET OF ANY WETLAND OR WATERCOURSE.
3.
NO OBJECTIONABLE MATERIALS RESULTING FROM ANY
CLEARING ACTIVITY SHALL BE DISPOSED OF IN ANY WETLAND
OR WATERCOURSE.  THIS INCLUDES, BUT IS NOT LIMITED TO,
STUMPS, TREE ROOTS, MATTED ROOTS, WOOD CHIPS AND
OTHER DEBRIS.
4.
FORDING STREAMS WITH EQUIPMENT SHALL BE PROHIBITED
UNLESS SPECIFIED ELSEWHERE.  APPROVAL FROM THE TOWN
OF WATERFORD CONSERVATION COMMISSION WILL BE
REQUIRED FOR ANY HAUL ROAD OR TEMPORARY STRUCTURE
PLACED IN WETLANDS OR WATERCOURSES.
5.
NO SOIL FILL OR OTHER MATERIALS SHALL BE DEPOSITED IN
SURROUNDING WETLANDS OR WATERCOURSES EXCEPT AS
OTHERWISE APPROVED BY THE TOWN OF WATERFORD
CONSERVATION COMMISSION AND DEPICTED HEREON.
6.
WHERE DEWATERING IS NECESSARY, THE PUMP SHALL NOT
DISCHARGE DIRECTLY INTO ANY WETLAND OR WATERCOURSE.
PROPER METHODS AND DEVICES SHALL BE UTILIZED, SUCH
AS PUMPING THE WATER INTO A TEMPORARY SEDIMENTATION
POOL, PROVIDING SURGE PROTECTION AT THE INLET AND THE
OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR
OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED
SOLIDS.  IF THE PUMPING OPERATION IS CAUSING TURBIDITY
PROBLEMS, SAID OPERATION SHALL CEASE UNTIL FEASIBLE
MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND
IMPLEMENTED.
7.
ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL
BE PROPERLY STABILIZED TO PREVENT EROSION AND
SUITABLY CONTAINED TO PREVENT TURBID RUNOFF FROM
REENTERING A WETLAND OR WATERCOURSE.  ALL AREAS
AFFECTED BY TEMPORARY FILLS MUST BE RESTORED TO
THEIR ORIGINAL CONTOURS, AND RE- VEGETATED WITH
SUITABLE VEGETATION.  THE USE OF TEMPORARY FILL
AND/OR EXCAVATION SHALL BE MINIMIZED TO ONLY THAT
AREA REQUIRED TO PERFORM THE WORK.
8.
DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE
GROUND IS FORBIDDEN.  THE CONTRACTOR SHALL PROVIDE
A MEANS OF CATCHING, RETAINING AND PROPERLY
DISPOSING OF DRAINED OIL, REMOVED OIL FILTERS, OR
OTHER DELETERIOUS MATERIAL FROM EQUIPMENT USED ON
SITE.  VEHICLE MAINTENANCE EXCEPT DAILY AND PERIODIC
PROCEDURES SHALL BE COMPLETED OFF SITE.  ALL OIL
SPILLS SHALL BE IMMEDIATELY REPORTED TO THE
DEPARTMENT OF ENVIRONMENTAL PROTECTION/HAZARDOUS
MATERIALS OFFICE.  FAILURE TO DO SO MAY RESULT IN THE
IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT
GENERAL STATUTES.
9.
EVERY PRECAUTION SHALL BE USED WHILE WORKING NEAR A
WATERWAY TO PREVENT AND MINIMIZE THE DEGRADATION
OF THE EXISTING WATER QUALITY.  ALL ACTIVITIES SHALL BE
IN CONFORMANCE TO AND CONSISTENT WITH ALL
APPLICABLE WATER QUALITY STANDARDS AND MANAGEMENT
PRACTICES AS SET FORTH BY LOCAL, STATE AND FEDERAL
AGENCIES.
10. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR
IS RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL
MEASURES.  SAID MEASURES SHALL BE INSPECTED WEEKLY
AND AFTER EACH RAINSTORM AND DURING A MAJOR STORM
EVENT.  ACCUMULATED DEPOSITS OF SEDIMENT AND SILT
SHALL BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE
OF THE EROSION AND SEDIMENT CONTROL BARRIERS, AND
UPON ESTABLISHMENT OF PERMANENT SEEDING AND
MULCHING.  SUCH MATERIALS REMOVED SHALL BE SPREAD
AND STABILIZED IN NON-WETLAND AREAS WHICH ARE NOT
SUBJECT TO EROSION, OR WHICH ARE NOT TO BE PAVED OR
BUILT UPON.
11. HAY BALES, SILT FENCING AND OTHER EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE REPAIRED,
CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT
THE CONSTRUCTION PERIOD IN ORDER TO MAINTAIN
COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL
PROTECTION.  ONCE IN PLACE ALL EROSION AND SEDIMENT
CONTROL FACILITIES AND MEASURES ARE TO REMAIN IN
PLACE AND IN PROPER CONDITION AND BE CONTINUOUSLY
MAINTAINED UNTIL FINAL GRADING HAS BEEN COMPLETED,
ALL DISTURBED AREAS UPGRADIENT OF SAID FACILITIES
HAVE BEEN PERMANENTLY STABILIZED AND ALL NEWLY
GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS.
FOLLOWING SUCH PERMANENT STABILIZATION, THE
FACILITIES SHALL BE DISMANTLED, REMOVED, AND DISPOSED
OF IN AN APPROVED MANNER.  ADDITIONAL EROSION AND
SEDIMENT CONTROL MEASURES BEYOND THOSE SHOWN ON
THE PLANS OR PRESCRIBED HEREIN SHALL BE PUT IN PLACE,
WHENEVER NECESSARY, TO ADDRESS FIELD CONDITIONS
AND/OR AS ORDERED BY THE TOWN.
12. DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE
MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED
DEVELOPMENT.  ALL EXISTING TREES AND SHRUBS SHALL BE
CONSERVED WHERE POSSIBLE, EXCEPT THOSE WHOSE
REMOVAL IS REQUIRED TO PERFORM THE PROPOSED WORK.
THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE
FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION
ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED BY THE
GRADING/SITE DEVELOPMENT DRAWINGS.
EROSION AND SEDIMENT CONTROL
1.
SEE EROSION AND SEDIMENT CONTROL PLANS FOR
APPLICABLE E&S NOTES IN ADDITION TO THOSE STATED
BELOW.
DEMOLITION
1.
CONTRACTOR SHALL USE CAREFUL CONSTRUCTION
PRACTICES TO MINIMIZE DISTURBANCE OF ALL ITEMS TO
REMAIN.
2.
SITE CLEANUP AND DISPOSAL OF ALL DEBRIS AND
UNSUITABLES GENERATED BY DEMOLITION ACTIVITIES ARE
THE RESPONSIBILITY OF THE CONTRACTOR. ALL DEMOLITION
DEBRIS SHALL BE DISPOSED OF OFF-SITE PER LOCAL AND
STATE REGULATIONS.
3.
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE
TO SURROUNDING PROPERTY AS A RESULT OF CONSTRUCTION
ACTIVITIES.
LANDSCAPE LAYOUT
1.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND
LAYOUT DIMENSIONS IN THE FIELD. REPORT ANY
DISCREPANCIES OF THE DESIGN TO THE LANDSCAPE
ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.
2.
STAKE OR OTHERWISE FLAG ALL DESIGN ELEMENTS AND
FEATURES IN THE FIELD. OBTAIN LANDSCAPE ARCHITECTS
APPROVAL PRIOR TO COMMENCING CONSTRUCTION.
3.
ALL DIMENSIONS ARE FROM THE FACE OF WALL OR CURB
UNLESS OTHERWISE NOTED. DIMENSIONS RELATING TO
BUILDING ARE FROM FACE OF THE BUILDING FOUNDATION
4.
ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS
OTHERWISE STATED.
5.
ANY CHANGES TO PROPOSED DIMENSIONS SHOWN ON THIS
DRAWING SHALL BE APPROVED BY THE LANDSCAPE
ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.
6.
JUNCTIONS BETWEEN EXISTING AND PROPOSED WALKS AND
WITH BUILDING THRESHOLDS MUST HAVE FLUSH
TRANSITIONS AND MUST BE DOWELED (IF APPLICABLE) TO
PREVENT SETTLING.
PLANTING
1.
THE WETLAND ENHANCEMENT PLANTINGS SHALL BE
SUPERVISED BY A WETLAND SCIENTIST TO VERIFY SPECIES
SELECTION, PLANTING LOCATIONS AND SUITABILITY OF
HYDROLOGY.
2.
PLANTING BEDS AND SEEDED LAWN AREAS SHALL RECEIVE
TEMPORARY IRRIGATION UNTIL PLANTINGS HAVE BEEN
ESTABLISHED IF NO IRRIGATION SYSTEM IS PLANNED, THE
LANDSCAPE ARCHITECT SHALL DETERMINE WHEN TEMPORARY
IRRIGATION MAY BE REMOVED.
3.
PLANT LOCATIONS ARE TO BE STAKED BY CONTRACTOR AND
APPROVED BY THE LANDSCAPE ARCHITECT.  INDIVIDUAL
STAKES SHALL BE PLACED FOR TREES AND SHRUBS.  EDGE OF
PLANTING BEDS SHALL BE PAINTED.  NOTIFY LANDSCAPE
ARCHITECT 48 HOURS PRIOR TO DESIRED APPROVAL.
4.
PLANTS SHALL COMPLY WITH SIZING AND GRADING
STANDARDS OF THE LATEST EDITION OF "AMERICAN
STANDARDS FOR NURSERY STOCK".  PROVIDE STOCK TRUE
TO BOTANICAL NAME AND LEGIBLY TAGGED.  PLANTS SHALL
BE FREE OF DEFECTS, DISEASES AND ALL FORMS OF INSECT
INFESTATIONS.
5.
ALL PLANTS SHALL BE PLANTED TO SAME DEPTH AS AT PLACE
OF GROWTH, EXCEPT WHERE NOTED OTHERWISE.
6.
ALL PLANTING BEDS SHALL RECEIVE 12" OF SPECIFIED SOIL
MIXTURE: 11" SCREENED LOAM, 1" OF COMPOST.  BLEND
COMPOST INTO TOP 4" OF SOIL.  PLANTING SOIL MIXTURE
SHALL BE FREE OF SUBSOIL, LUMPS, STONES, PLANTS,
ROOTS, AND OTHER FOREIGN MATTER.
7.
ALL LAWN AREAS SHALL RECEIVE A MIN. OF 4" OF SCREENED
LOAM.
8.
ALL PLANTING BEDS SHALL BE MULCHED WITH FINELY
SHREDDED, HARDWOOD BARK MULCH.  TREES AND SHRUBS
SHALL RECEIVE 3 INCHES, PERENNIAL AND GROUNDCOVER
BEDS SHALL RECEIVE 2 INCHES.  PROVIDE LANDSCAPE
ARCHITECT WITH A 1 GALLON ZIP-LOCK SAMPLE FOR
APPROVAL. KEEP ALL MULCH AWAY FROM TRUNKS AND PLANT
CROWNS.
9.
NO SUBSTITUTIONS OF PLANT SPECIES OR CULTIVARS IS
ALLOWED BY THE CONTRACTOR UNLESS AUTHORIZED BY THE
LANDSCAPE ARCHITECT.  THE CONTRACTOR SHALL NOTIFY THE
LANDSCAPE ARCHITECT IN WRITING OF PLANT AVAILABILITY
ISSUES AS PER THE SPECIFICATIONS.
10. BURLAP, TWINE, AND WIRE SHALL BE COMPLETELY REMOVED
OR CUT AWAY FROM TOP 1/3 OF ROOT  BALL AT TIME OF
INSTALLATION (SEE SPECIFICATION) .
11.
SEE SPECIFICATIONS FOR PLANT WARRANTY.
12.
ALL DISTURBED AREAS NOT DESIGNATED FOR OTHER
IMPROVEMENTS SHALL BE HYDROSEEDED AS LAWN.
HYDROSEED GRASS MIX SHALL BE DETERMINED BASED ON
SEASON OF INSTALLATION.
13.
ALL GRASS, OTHER VEGETATION AND DEBRIS SHALL BE
REMOVED FROM ALL PLANTING BEDS PRIOR TO PLANTING OR
BACKFILLING.  CONTRACTOR SHALL REMOVE ALL DEBRIS FROM
SITE AS WORK PROGRESSES.
14.
CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM
ALL STRUCTURES. SEE GRADING PLAN AND NOTES.
15.
ALL TOP SOIL STRIPPED FOR REUSE SHALL BE SENT TO AND
TESTED BY AN ACCREDITED SOIL TESTING LABORATORY AND
AMENDED PER THEIR REQUIREMENTS. IF SOILS ARE
UNSUITABLE THEY MUST BE REMOVED FROM SITE AND
DISPOSED OF OFF PROPERTY PER LOCAL, STATE, AND
FEDERAL LAW.
HP
HIGH POINT
LP
LOW POINT
TW
TOP OF WALL
BW
BOTTOM OF WALL
TC
TOP OF CURB
BC 
BOTTOM OF CURB
TS
TOP OF STEP
BS
BOTTOM OF STEP
CB
CATCH BASIN
TF
TOP OF FRAME
INV
INVERT
MH
MAN HOLE
RCP
REINFORCED CONCRETE PIPE
VIF 
VERIFY IN FIELD
FFE
FINISH FLOOR ELEVATION
VIF
VERIFY IN FIELD
EX
EXISTING
EQ
EQUAL
O/S
OFF SET
℄
CENTER LINE
±
PLUS/MINUS
PC 
POINT OF CURVE
PRC
POINT OF REVERSE CURVE
PT
POINT OF TANGENT
LT
LEFT
RT 
RIGHT
L
LENGTH
R 
RADIUS
D
DEGREES
C
CHORD LENGTH
CNR 
CORNER
BLDG 
BUILDING
MAX
MAXIMUM
HDPE 
HIGH DENSITY POLYETHYLENE 
ABBREVIATIONS:

SIDEWALK WITH INTEGRAL
CURB, TYP ALONG ROADWAY
STRIPED CROSSWALK, TYP
RAISED CROSSWALK
ENLARGEMENT
2
L-602
CAMPUS WAYFINDING
SIGNAGE
1
L-605
EXISTING CONCRETE STAIR
CONCRETE UNIT PAVEMENT
- VEHICULAR RATED
9
L-601
CAMPUS ENTRY SIGN
2
L-605
PLACEMAKING SCULPTURE
CAMPUS WAYFINDING
SIGNAGE
1
L-605
RAISED CROSSWALK
ENLARGEMENT
2
L-602
MAFIA BLOCK SALT BIN
4
L-603
PARKING LOT LIGHT
6
L-604
VEHICULAR CONCRETE
CROSSWALK
1
L-602
CAMPUS WAYFINDING
SIGNAGE
1
L-605
EXISTING LIGHT POLE WITH
NEW ARM MOUNTED LIGHT
RECLAIM ASPHALT AND REPAVE
ENTIRE PARKING LOT & DRIVES, TYP
DRIVE LANE STRIPING, TYP.
PAINTED PARKING BAY
STRIPING, TYP.
TYPICAL PLANTING ISLAND
SOIL IMPROVEMENTS
8
L-606
PAINTED PARKING
LOT ISLAND, TYP
CONCRETE PAVEMENT
1
L-601
L-201
LANDSCAPE IMPROVEMENTS
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
1" = 40'_XREF

PARKING LOT LIGHT
6
L-604
PAINTED PARKING BAY
STRIPING, TYP.
PAINTED PARKING
LOT ISLAND, TYP
RECLAIM ASPHALT AND REPAVE
ENTIRE PARKING LOT & DRIVES, TYP
TYPICAL PLANTING ISLAND
SOIL IMPROVEMENTS
8
L-606
SIDEWALK WITH INTEGRAL
CURB, TYP ALONG ROADWAY
DRIVE LANE STRIPING, TYP.
RAISED CROSSWALK
ENLARGEMENT
2
L-602
18" HT.  CONCRETE
SEATWALL
7
L-602
CONCRETE PAVEMENT
1
L-601
ENHANCED PEDESTRIAN ENTRY
REFACE EXISTING SITE PLANTER WALL
WOOD AND METAL BENCH TOP
SEATING AT PLANTER WALL
PEDESTRIAN LIGHT
SECURITY BOLLARD
TRASH AND RECYCLING RECEPTACLE
BIKE RACK
FLAGPOLE
1/L-603
3/L-603
7/L-604
4/L-604
3/L-604
2/L-604
8/L-603
LANDSCAPE IMPROVEMENTS
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-202
1" = 40'_XREF

PAINTED PARKING BAY
STRIPING, TYP.
PAINTED PARKING
LOT ISLAND, TYP
RECLAIM ASPHALT AND REPAVE
ENTIRE PARKING LOT & DRIVES, TYP
TYPICAL PLANTING ISLAND
SOIL IMPROVEMENTS
8
L-606
PARKING LOT LIGHT
6
L-604
DRIVE LANE STRIPING, TYP.
EXISTING SITE WALL
PLACEMAKING SCULPTURE
FLAGPOLE
8
L-603
ENHANCED PEDESTRIAN ENTRY
SITE FURNISHING: BENCH
PEDESTRIAN LIGHT
SECURITY BOLLARD
TRASH AND RECYCLING RECEPTACLE
BIKE RACK
1/L-604
7/L-604
4/L-604
3/L-604
2/L-604
LANDSCAPE IMPROVEMENTS
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-203
1" = 40'_XREF
50'-0"'
CONCRETE PAVEMENT
1
L-601
ENTRY SIGN
STRIPED CROSSWALK

PEDESTRIAN LIGHT
7
L-604
SILVA CELL TREE PLANTING
5
L-602
RAISED CROSSWALK
ENLARGEMENT
2
L-602
RAISED CROSSWALK
ENLARGEMENT
2
L-602
CONCRETE PAVEMENT
1
L-601
RECLAIM ASPHALT AND REPAVE
ENTIRE PARKING LOT & DRIVES, TYP
DRIVE LANE STRIPING, TYP.
TYPICAL PLANTING ISLAND
SOIL IMPROVEMENTS
8
L-606
ENHANCED PEDESTRIAN ENTRY
PEDESTRIAN LIGHT
SECURITY BOLLARD
BIKE RACK
FLAGPOLE
7/L-604
4/L-604
2/L-604
ENHANCED PEDESTRIAN ENTRY
GRANITE VENEER PLANTER WALL
WOOD AND METAL BENCH TOP
SEATING AT PLANTER WALL
PEDESTRIAN LIGHT
SECURITY BOLLARD
FLAGPOLE
2/L-603
3/L-603
7/L-604
4/L-604
8/L-603
8/L-603
LANDSCAPE IMPROVEMENTS
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-204
1" = 40'_XREF
75'-0"'

DRIVE LANE STRIPING, TYP.
RAISED CROSSWALK
ENLARGEMENT
2
L-602
CONCRETE PAVEMENT
1
L-601
PAINTED PARKING BAY
STRIPING, TYP.
PAINTED PARKING
LOT ISLAND, TYP
TYPICAL PLANTING ISLAND
SOIL IMPROVEMENTS
8
L-606
PARKING LOT LIGHT
6
L-604
ENHANCED PEDESTRIAN ENTRY
GRANITE VENEER SITE PLANTER WALL
WOOD AND METAL BENCH TOP
SEATING AT PLANTER WALL
PEDESTRIAN LIGHT
SECURITY BOLLARD
TRASH AND RECYCLING RECEPTACLE
FLAGPOLE
2/L-603
3/L-603
7/L-604
4/L-604
3/L-604
8/L-603
LANDSCAPE IMPROVEMENTS
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-205
1" = 40'_XREF
SILVA CELL TREE PLANTING
5
L-602

CAMPUS WAYFINDING
SIGNAGE
1
L-605
RAISED CROSSWALK
ENLARGEMENT
2
L-602
PLACEMAKING SCULPTURE
CONCRETE UNIT PAVEMENT
- VEHICULAR RATED
9
L-601
PARKING LOT LIGHT
6
L-604
CONCRETE PAVEMENT
1
L-601
RECLAIM ASPHALT AND REPAVE
ENTIRE PARKING LOT & DRIVES, TYP
TYPICAL PLANTING ISLAND
SOIL IMPROVEMENTS
8
L-606
TIMBER GUARDRAIL
5
L-603
CAMPUS ENTRY SIGN
2
L-605
CONCRETE UNIT PAVEMENT
- VEHICULAR RATED
9
L-601
RETAINING WALL,
SEE CIVIL DRAWINGS
LANDSCAPE IMPROVEMENTS
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-206
1" = 40'_XREF

95
DRIVE LANE STRIPING, TYP.
PARKING LOT LIGHT
6
L-604
RAISED CROSSWALK
ENLARGEMENT
2
L-602
CAMPUS WAYFINDING
SIGNAGE
1
L-605
LANDSCAPE IMPROVEMENTS
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-207
1" = 40'_XREF
45'-0"'

10
PLA BLO
1
PLA BLO
PLANTING ISLAND, TYP.
NEW ENTRANCE SIGNAGE
ORNAMENTAL PLANTINGS
26
XCU LYE
10
XCU LYE
8
PIN STR
6
PIN FLE
2
ACE FRA
6
ACE FRA
6
QUE BIC
4
GLE TTE
13
THU NIG
14
XCU LYE
7
NYS WIL
11
QUE BIC
10
ACE FRA
3
CAR AME
PLANTING ISLAND, TYP.
5
ACE FRA
8
ACE FRA
1
ULM ALL
2
NYS WIL
4
ULM ALL
6
ULM ALL
6
NYS WIL
5
ACE FRA
3
ULM ALL
4
GLE TTE
9
ZEL GRE
6
NYS WIL
3
GLE TTE
15
THU NIG
6
PIN FLE
16
THU NIG
5
PIN FLE
8
ILE AME
9
XCU LYE
PLANTING ISLAND, TYP.
HILLSIDE PLANTING, TYP.
PLANTING ISLAND, TYP.
333 THU NIG
12
XCU LYE
2
NYS WIL
L-301
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
1" = 40'_XREF
PLANTING LEGEND:
PLANTING ISLANDS
BUILDING PERIMETER /
PLAZA
HILLSIDE
EXISTING PLANTING
TO REMAIN
LAWN
EXISTING TREE
EXISTING TREELINE
PROPOSED TREE

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