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10x35 LOADING
BERTH
EXISTING OUTLOT BUILDING
14,558 S.F.
45 PARKING SPACES
(INCLUDES 2 H.C.)
KEENEYSTREET
CHICAGO AVENUE
ALLEY
ENTRY
DRIVE THRU
428.62
171.14
EXISTING SIDEWALK TO BE UPGRADED TO CURRENT STREETSCAPE
EXISTINGSIDEWALKTOBEUPGRADEDTOCURRENTSTREETSCAPE
TOTAL ROOF AREAS 1-4 = 16,472 SF
WIND
TURBINE
13
13
12
2
10
18
16
ROLLOVER CURB AT LOADING
WIND
TURBINE
98'-2"
144'-0"
5'-6"
18'-0"
6"
7'-0"
24'-0"
9'-0"
9'-0"
18'-0"
9'-0"
9'-0"
8'-0"
8'-0"
8'-0"
8'-0"
9'-0"
1'-03/4"
17'-5"1'-0"
18'-0"
18'-0"
6"
6'-6"
17'-4"
8"
1'-0" 1'-0"
15'-6
21'-11"
3'-1"
FLUSH W/ PAVEMENT PARKING
4'-8"
6"
2'-6"
16'-6"
35'-10"
2'-0"
2'-0"
34'-0"34'-0"20'-11/2"
1'-0"
R11'-6"
R11'-6"
SCALE:
SITE PLAN
1" = 30'-0"1
SCALE:
WEST ELEVATION-CHICAGO AVE.
1/8" = 1'-0"1
T/O ROOF
EL: (+) 38'-0"
T/O PARAPET
EL: (+) 32'-4"
T/O EXISTING BLDG.
EL: (+) 14'-0"
T/O GRADE
EL: (+) 0'-0"
T/O ROOF
EL: (+) 35'-10"
T/O ROOF
EL: (+) 29'-6"
T/O ROOF
EL: (+) 23'-2"
T/O ROOF
EL: (+) 16'-9"
T/O STONE
EL: (+) 10'-0"
T/O STEEL
EL: (+) 13'-0"
B/O ENTRY CANOPY
EL: (+) 9'-8"
REFERENCED KEY NOTES
"TYPE 1" UTILITY SIZE FACE BRICK. 1/3 RUNNING BOND.
COLOR: LIGHT IRONSPOT SMOOTH. MANUF:ENDICOTT
CLAY
LIMESTONE
CALCIUM
SILICATE
CONCRETE
MASONRY
CAST
STONE
C 90C 216
C 568
C 73-99A
C 1364
30' O.C. MAX. -
10' FROM
CORNER MAX.
SPACING = 1.5 X
WALL HEIGHT 20'
O.C. MAX. - 4' TO 6'
FROM CORNER
MAX.
SLIP PLANE
BETWEEN
CMU AND
CAST STONE
SEE BIA
TECHNICAL
NOTE 18A
UNIT
TYPE
ASTM
DESIGNATION
VERTICAL
CONTROLJOINT
SPACING
SPACING = 1.5 X
WALL HEIGHT 20'
O.C. MAX - 4' TO 6'
FROM CORNER
MAX.
HORIZONTAL
REQUIREMENTS
WALL TIES @ 16"
VERTICAL MAX.
PLUS VENEER
REINFORCEMENT @
16" VERTICAL MAX.
SLIP PLANE
BETWEEN BRICK
AND CAST STONE.
WALL TIES @ 16"
O.C.VERTICAL
MAX. SLIP PLAN
BETWEEN BRICK
AND CMU.
MISC.REFERENCES
UNITS
INSTALLED DRY.
SEE NCMA TEK
10-1A, 10-4,
12-1A
UNITS INSTALLED WET
WITH RAKED JOINTS.
JOINTS ARE POINTED
AFTER SET. EXPOSED
HEAD JOINTS TO GET
BACKER ROD & SEALANT.
SEE CAST STONE
TECHNICAL BULLETINS
33, 43, & 44.
STAGGER CONTROL JOINT IN CONCRETE BLOCK BACK-UP
WALL 8"-12" FROM EXPANSION JOINT. DO NOT ALIGN JOINTS.
BACKER ROD WITH URETHANE SEALANT. SEE SPEC.
SEC. 04200.
8" CONCRETE BLOCK BACK-UP WITH "D/A 3600- LAUDER EYE"
BY 'DUR-O-WAL' TIES 30" O.C. EVERY 2nd COURSE
STAGGERED VERT. W/ COTTON SASH CORD WEEPS @ 24"
O.C. AND 30 MIL RUBBERIZED ASPHALT BASE FLASHING BY
'IPCO' W/ .015 STAINLESS STEEL DRIP EDGE BY 'DUR-O-WAL'.
PREMOLDED FOAM PAD OR NEOPRENE PAD. SEE SPEC.
SEC. 04200.
1'-2"
UTILITY SIZE FACE BRICK. 1/3 RUNNING BOND. SEE SPEC.
SEC. 04200.
1
2
3
4
5
1 3 2
4 1 2
5
04.20.01
"TYPE 2" UTILITY SIZE FACE BRICK. 1/3 RUNNING BOND.
COLOR: ALMOND SMOOTH. MANUF: ENDICOTT
04.20.02
MASONRY SOLDIER COURSE04.20.03
MASONRY ROWLOCK SILL04.20.04
ARCHITECTURAL CAST STONE LEDGE BASE WITH WASH (4'
LENGTH TYP.- FOLLOW ELEVATION FOR JOINT PLACEMENT) .
04.20.05
PREFABRICATED SOLID COMPOSITE ALUMINUM CANOPY.10.71.02
RED "WALGREENS" SCRIPT SIGN, INTERNALLY ILLUMINATED.
SEE DETAILS ON SHEET A-720
10.14.74
EXPANSION JOINT W/ BACKER ROD AND SEALANT- COLOR TO
MATCH ADJACENT MATERIAL. SEE DETAIL D-13.
04.20.06
PRIOR TO FABRICATING SIGNS. FIELD VERIFY THE LOCATION
OF STEEL BEAM LOCATED BEHIND SIGNS SO THAT
ELECTRICAL FEEDS CAN BE PROPERLY LOCATED IN ORDER
TO CLEAR STRUCTURE.
10.14.75
INDIVIDUAL LETTER SIGN.10.14.76
WH-1, WALL HYDRANT22.10.12
JUNCTION BOX FOR FUTURE REDBOX. FURNISHED AND
INSTALLED BY ELECTRICAL CONTRACTOR.
26.10.72
WALL MOUNTED LIGHT. SEE ELECTRICAL DRAWINGS.26.50.22
YELLOW DELINEATOR POSTS AT DRIVE-THRU WINDOW.
FASTEN TO CONCRETE WITH BOLTS.
32.12.01
INSULATED COMPOSITE PANEL SYSTEM WITH DECORATIVE
ACCENT.
07.60.01
INSULATED GLAZING IN ALUMINUM STOREFRONT SYSTEM.
PROVIDE LAMINATED GLASS AT ALL GLAZING BELOW 7'-0".
08.80.01
PREFINISHED OVER-HEAD COILING DOCK DOOR.08.30.01
GAS METER.33.10.01
ELECTRICAL "CT" PANEL.33.10.03
ROOF LINE BEHIND (HEIGHT @ PARAPET). SEE SHEET A-131.07.50.01
PREFINISHED SHEET METAL COPING. COLOR TO MATCH
ADJACENT MATERIAL
07.60.02
RAIN SHIELD AT DOOR OPENING.08.70.01
FIRE DEPARTMENT SIAMESE CONNECTION WITH FITTINGS @
36"-42" ABOVE FINISHED GRADE. CONSULT WITH LOCAL FIRE
DEPARTMENT.
21.10.01
METAL DOORS & FRAMES: PAINT TO MATCH ADJACENT BRICK.08.11.01
SPANDREL GLAZING.08.80.02
CLEAR ANODIZED ALUMINUM WINDOW FRAMES.08.41.01
PHARMACY DRIVE-THRU WINDOW ASSEMBLY08.56.01
LINE OF BRICK LEDGE IN POURED FOUNDATION.03.30.01
DOORBELL @ 4'-0" A.F.F.08.70.02
ARCHITECTURAL CAST STONE UNITS (4' LENGTH TYP.- 5' MAX).
PROVIDE APPROPRIATE LENGTH AT EXPANSION JOINTS. SEE
WALL SECTIONS FOR SIZES.
04.20.07
SHEET METAL SCUPPER THROUGH MASONRY PARAPET.07.60.03
ALUMINUM STANDING SEAM AWNING.07.61.01
ALUMINUM STANDING SEAM ROOFING. PROVIDE GUTTERS
AND DOWNSPOUTS.
07.61.02
KYNAR-PAINTED ALUMINUM WINDOW FRAMES.
COLOR: BONE WHITE.
08.41.02
CLEAR GLAZING WITH LAMINATED TRANSLUCENT
INTERLAYER.
08.41.03
HISTORICAL IMAGE OF MOUND, MN APPLIED TO BACK OF
DISPLAY WINDOW PRIOR TO INSTALLATION.
08.41.04
7" JAMES HARDIE ARTISAN LAP SIDING.07.46.01
MOLDED URETHANE MILLWORK CORNICE. SEE WALL
SECTIONS FOR DETAILS.
07.46.02
MOLDED URETHANE MILLWORK DECORATIVE STRUT.07.46.03
CURVED STRETCHED FABRIC AWNING OVER ALUMINUM
FRAME.
10.70.01
REVISIONS
NO.DATEBYDESCRIPTION
WALGREENS
DATE:
SCALE:
REVIEWED:
DRAWNBY:
DRAWINGTITLE:
PROJECTNO.20015364
NECOFCHICAGOAVE&KEENEYST.
EVANSTON,IL
STORENO.15364ASSHOWN
9/18/12
JB
IHEREBYCERTIFY
THATTHISPLANAND
SPECIFICATIONWAS
PREPAREDBYMEOR
UNDERMYDIRECT
SUPERVISIONAND
THATIAMADULY
REGISTERED
ARCHITECTOR
ENGINEERUNDERTHE
LAWSOFTHESTATEOF
ILLINOISASSIGNIFIED
BYMYHANDANDSEAL.
A-210
EXTERIORELEVATIONS
EXPANSION JOINT DETAIL
CONTROL JOINT SCHEDULE
??
EXISTING OUTLOT BUILDING
10x35 LOADING BERTH
5'x5' TREE GRATE (TYP.)
SEE DETAIL:
LIGHT POLE (TYP.)
EXISTING TREE (TYP.)
- TURF -
- TURF -
AMLI-EVANSTON
BUILDING
- E X I S T I N G A L L E Y -
-KEENEYSTREET-
- C H I C A G O A V E N U E -SCORED, BROOM FINISH
CONCRETE SIDEWALK TO
MATCH CITY OF EVANSTON
STREETSCAPE PATTERN (TYP.)
SEE DETAIL:
BRICK PAVER BANDING (TYP.)
SEE DETAIL:
7
L1-3
8
L1-3
2
L1-3
3
L1-3
4
L1-3
1
L1-3
4
L1-3
5
L1-3
- TURF -
2 BIKE RACKS (4 BIKES)
SEAT WALL PLANTER (18" HT. )
WIND TURBINEWIND TURBINE
PERENNIALS/GRASSES (TYP.)
EVERGREEN SHRUB (TYP.)
SHADE TREE (TYP.) PARKWAY TREE (TYP.)
DECIDUOUS SHRUB (TYP.)
SMALL ORNAMENTAL TREE
COLUMNAR ORNAMENTAL TREE
PERENNIALS/GRASSES (TYP.)
WALGREENS
DATE:
SCALE:
REVIEWED:
DRAWNBY:
FACILITIESPLANNING
DESIGNANDENGINEERING
106WILMOTROAD
DEERFIELD,IL60015-5105
DRAWINGTITLE:PRELIMINARYLANDSCAPEPLAN
NECOFCHICAGOAVE&KEENEYST.
EVANSTON,IL
ALLDRAWINGSANDWRITTENMATERIALAPPEARINGHEREINCONSTITUTETHEORIGINALANDUNPUBLISHEDWORKOFTHEARCHITECT,ANDTHESAMEMAYNOTBEDUPLICATED,USEDORDISCLOSEDWITHOUTTHEWRITTENCONSENTOFTHEARCHITECT.COPYRIGHT:CAMBURAS&THEODORE,LTD.
ASSHOWN
REVISIONS
NO.DATEBYDESCRIPTION
IHEREBYCERTIFY
THATTHISPLANAND
SPECIFICATIONWAS
PREPAREDBYMEOR
UNDERMYDIRECT
SUPERVISIONAND
THATIAMADULY
REGISTERED
ARCHITECTOR
ENGINEERUNDERTHE
LAWSOFTHESTATEOF
ILLINOISASSIGNIFIED
BYMYHANDANDSEAL.
SCALE: 1" = 20'-0"1
PRELIMINARY LANDSCAPE PLAN
0 20 40 60
P2 walgreens ord 119 o-12 635 chicago pd amndmnt presentation 10.22.12
P2 walgreens ord 119 o-12 635 chicago pd amndmnt presentation 10.22.12

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P2 walgreens ord 119 o-12 635 chicago pd amndmnt presentation 10.22.12

  • 1. 10x35 LOADING BERTH EXISTING OUTLOT BUILDING 14,558 S.F. 45 PARKING SPACES (INCLUDES 2 H.C.) KEENEYSTREET CHICAGO AVENUE ALLEY ENTRY DRIVE THRU 428.62 171.14 EXISTING SIDEWALK TO BE UPGRADED TO CURRENT STREETSCAPE EXISTINGSIDEWALKTOBEUPGRADEDTOCURRENTSTREETSCAPE TOTAL ROOF AREAS 1-4 = 16,472 SF WIND TURBINE 13 13 12 2 10 18 16 ROLLOVER CURB AT LOADING WIND TURBINE 98'-2" 144'-0" 5'-6" 18'-0" 6" 7'-0" 24'-0" 9'-0" 9'-0" 18'-0" 9'-0" 9'-0" 8'-0" 8'-0" 8'-0" 8'-0" 9'-0" 1'-03/4" 17'-5"1'-0" 18'-0" 18'-0" 6" 6'-6" 17'-4" 8" 1'-0" 1'-0" 15'-6 21'-11" 3'-1" FLUSH W/ PAVEMENT PARKING 4'-8" 6" 2'-6" 16'-6" 35'-10" 2'-0" 2'-0" 34'-0"34'-0"20'-11/2" 1'-0" R11'-6" R11'-6" SCALE: SITE PLAN 1" = 30'-0"1
  • 2. SCALE: WEST ELEVATION-CHICAGO AVE. 1/8" = 1'-0"1 T/O ROOF EL: (+) 38'-0" T/O PARAPET EL: (+) 32'-4" T/O EXISTING BLDG. EL: (+) 14'-0" T/O GRADE EL: (+) 0'-0" T/O ROOF EL: (+) 35'-10" T/O ROOF EL: (+) 29'-6" T/O ROOF EL: (+) 23'-2" T/O ROOF EL: (+) 16'-9" T/O STONE EL: (+) 10'-0" T/O STEEL EL: (+) 13'-0" B/O ENTRY CANOPY EL: (+) 9'-8" REFERENCED KEY NOTES "TYPE 1" UTILITY SIZE FACE BRICK. 1/3 RUNNING BOND. COLOR: LIGHT IRONSPOT SMOOTH. MANUF:ENDICOTT CLAY LIMESTONE CALCIUM SILICATE CONCRETE MASONRY CAST STONE C 90C 216 C 568 C 73-99A C 1364 30' O.C. MAX. - 10' FROM CORNER MAX. SPACING = 1.5 X WALL HEIGHT 20' O.C. MAX. - 4' TO 6' FROM CORNER MAX. SLIP PLANE BETWEEN CMU AND CAST STONE SEE BIA TECHNICAL NOTE 18A UNIT TYPE ASTM DESIGNATION VERTICAL CONTROLJOINT SPACING SPACING = 1.5 X WALL HEIGHT 20' O.C. MAX - 4' TO 6' FROM CORNER MAX. HORIZONTAL REQUIREMENTS WALL TIES @ 16" VERTICAL MAX. PLUS VENEER REINFORCEMENT @ 16" VERTICAL MAX. SLIP PLANE BETWEEN BRICK AND CAST STONE. WALL TIES @ 16" O.C.VERTICAL MAX. SLIP PLAN BETWEEN BRICK AND CMU. MISC.REFERENCES UNITS INSTALLED DRY. SEE NCMA TEK 10-1A, 10-4, 12-1A UNITS INSTALLED WET WITH RAKED JOINTS. JOINTS ARE POINTED AFTER SET. EXPOSED HEAD JOINTS TO GET BACKER ROD & SEALANT. SEE CAST STONE TECHNICAL BULLETINS 33, 43, & 44. STAGGER CONTROL JOINT IN CONCRETE BLOCK BACK-UP WALL 8"-12" FROM EXPANSION JOINT. DO NOT ALIGN JOINTS. BACKER ROD WITH URETHANE SEALANT. SEE SPEC. SEC. 04200. 8" CONCRETE BLOCK BACK-UP WITH "D/A 3600- LAUDER EYE" BY 'DUR-O-WAL' TIES 30" O.C. EVERY 2nd COURSE STAGGERED VERT. W/ COTTON SASH CORD WEEPS @ 24" O.C. AND 30 MIL RUBBERIZED ASPHALT BASE FLASHING BY 'IPCO' W/ .015 STAINLESS STEEL DRIP EDGE BY 'DUR-O-WAL'. PREMOLDED FOAM PAD OR NEOPRENE PAD. SEE SPEC. SEC. 04200. 1'-2" UTILITY SIZE FACE BRICK. 1/3 RUNNING BOND. SEE SPEC. SEC. 04200. 1 2 3 4 5 1 3 2 4 1 2 5 04.20.01 "TYPE 2" UTILITY SIZE FACE BRICK. 1/3 RUNNING BOND. COLOR: ALMOND SMOOTH. MANUF: ENDICOTT 04.20.02 MASONRY SOLDIER COURSE04.20.03 MASONRY ROWLOCK SILL04.20.04 ARCHITECTURAL CAST STONE LEDGE BASE WITH WASH (4' LENGTH TYP.- FOLLOW ELEVATION FOR JOINT PLACEMENT) . 04.20.05 PREFABRICATED SOLID COMPOSITE ALUMINUM CANOPY.10.71.02 RED "WALGREENS" SCRIPT SIGN, INTERNALLY ILLUMINATED. SEE DETAILS ON SHEET A-720 10.14.74 EXPANSION JOINT W/ BACKER ROD AND SEALANT- COLOR TO MATCH ADJACENT MATERIAL. SEE DETAIL D-13. 04.20.06 PRIOR TO FABRICATING SIGNS. FIELD VERIFY THE LOCATION OF STEEL BEAM LOCATED BEHIND SIGNS SO THAT ELECTRICAL FEEDS CAN BE PROPERLY LOCATED IN ORDER TO CLEAR STRUCTURE. 10.14.75 INDIVIDUAL LETTER SIGN.10.14.76 WH-1, WALL HYDRANT22.10.12 JUNCTION BOX FOR FUTURE REDBOX. FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 26.10.72 WALL MOUNTED LIGHT. SEE ELECTRICAL DRAWINGS.26.50.22 YELLOW DELINEATOR POSTS AT DRIVE-THRU WINDOW. FASTEN TO CONCRETE WITH BOLTS. 32.12.01 INSULATED COMPOSITE PANEL SYSTEM WITH DECORATIVE ACCENT. 07.60.01 INSULATED GLAZING IN ALUMINUM STOREFRONT SYSTEM. PROVIDE LAMINATED GLASS AT ALL GLAZING BELOW 7'-0". 08.80.01 PREFINISHED OVER-HEAD COILING DOCK DOOR.08.30.01 GAS METER.33.10.01 ELECTRICAL "CT" PANEL.33.10.03 ROOF LINE BEHIND (HEIGHT @ PARAPET). SEE SHEET A-131.07.50.01 PREFINISHED SHEET METAL COPING. COLOR TO MATCH ADJACENT MATERIAL 07.60.02 RAIN SHIELD AT DOOR OPENING.08.70.01 FIRE DEPARTMENT SIAMESE CONNECTION WITH FITTINGS @ 36"-42" ABOVE FINISHED GRADE. CONSULT WITH LOCAL FIRE DEPARTMENT. 21.10.01 METAL DOORS & FRAMES: PAINT TO MATCH ADJACENT BRICK.08.11.01 SPANDREL GLAZING.08.80.02 CLEAR ANODIZED ALUMINUM WINDOW FRAMES.08.41.01 PHARMACY DRIVE-THRU WINDOW ASSEMBLY08.56.01 LINE OF BRICK LEDGE IN POURED FOUNDATION.03.30.01 DOORBELL @ 4'-0" A.F.F.08.70.02 ARCHITECTURAL CAST STONE UNITS (4' LENGTH TYP.- 5' MAX). PROVIDE APPROPRIATE LENGTH AT EXPANSION JOINTS. SEE WALL SECTIONS FOR SIZES. 04.20.07 SHEET METAL SCUPPER THROUGH MASONRY PARAPET.07.60.03 ALUMINUM STANDING SEAM AWNING.07.61.01 ALUMINUM STANDING SEAM ROOFING. PROVIDE GUTTERS AND DOWNSPOUTS. 07.61.02 KYNAR-PAINTED ALUMINUM WINDOW FRAMES. COLOR: BONE WHITE. 08.41.02 CLEAR GLAZING WITH LAMINATED TRANSLUCENT INTERLAYER. 08.41.03 HISTORICAL IMAGE OF MOUND, MN APPLIED TO BACK OF DISPLAY WINDOW PRIOR TO INSTALLATION. 08.41.04 7" JAMES HARDIE ARTISAN LAP SIDING.07.46.01 MOLDED URETHANE MILLWORK CORNICE. SEE WALL SECTIONS FOR DETAILS. 07.46.02 MOLDED URETHANE MILLWORK DECORATIVE STRUT.07.46.03 CURVED STRETCHED FABRIC AWNING OVER ALUMINUM FRAME. 10.70.01 REVISIONS NO.DATEBYDESCRIPTION WALGREENS DATE: SCALE: REVIEWED: DRAWNBY: DRAWINGTITLE: PROJECTNO.20015364 NECOFCHICAGOAVE&KEENEYST. EVANSTON,IL STORENO.15364ASSHOWN 9/18/12 JB IHEREBYCERTIFY THATTHISPLANAND SPECIFICATIONWAS PREPAREDBYMEOR UNDERMYDIRECT SUPERVISIONAND THATIAMADULY REGISTERED ARCHITECTOR ENGINEERUNDERTHE LAWSOFTHESTATEOF ILLINOISASSIGNIFIED BYMYHANDANDSEAL. A-210 EXTERIORELEVATIONS EXPANSION JOINT DETAIL CONTROL JOINT SCHEDULE ??
  • 3. EXISTING OUTLOT BUILDING 10x35 LOADING BERTH 5'x5' TREE GRATE (TYP.) SEE DETAIL: LIGHT POLE (TYP.) EXISTING TREE (TYP.) - TURF - - TURF - AMLI-EVANSTON BUILDING - E X I S T I N G A L L E Y - -KEENEYSTREET- - C H I C A G O A V E N U E -SCORED, BROOM FINISH CONCRETE SIDEWALK TO MATCH CITY OF EVANSTON STREETSCAPE PATTERN (TYP.) SEE DETAIL: BRICK PAVER BANDING (TYP.) SEE DETAIL: 7 L1-3 8 L1-3 2 L1-3 3 L1-3 4 L1-3 1 L1-3 4 L1-3 5 L1-3 - TURF - 2 BIKE RACKS (4 BIKES) SEAT WALL PLANTER (18" HT. ) WIND TURBINEWIND TURBINE PERENNIALS/GRASSES (TYP.) EVERGREEN SHRUB (TYP.) SHADE TREE (TYP.) PARKWAY TREE (TYP.) DECIDUOUS SHRUB (TYP.) SMALL ORNAMENTAL TREE COLUMNAR ORNAMENTAL TREE PERENNIALS/GRASSES (TYP.) WALGREENS DATE: SCALE: REVIEWED: DRAWNBY: FACILITIESPLANNING DESIGNANDENGINEERING 106WILMOTROAD DEERFIELD,IL60015-5105 DRAWINGTITLE:PRELIMINARYLANDSCAPEPLAN NECOFCHICAGOAVE&KEENEYST. EVANSTON,IL ALLDRAWINGSANDWRITTENMATERIALAPPEARINGHEREINCONSTITUTETHEORIGINALANDUNPUBLISHEDWORKOFTHEARCHITECT,ANDTHESAMEMAYNOTBEDUPLICATED,USEDORDISCLOSEDWITHOUTTHEWRITTENCONSENTOFTHEARCHITECT.COPYRIGHT:CAMBURAS&THEODORE,LTD. ASSHOWN REVISIONS NO.DATEBYDESCRIPTION IHEREBYCERTIFY THATTHISPLANAND SPECIFICATIONWAS PREPAREDBYMEOR UNDERMYDIRECT SUPERVISIONAND THATIAMADULY REGISTERED ARCHITECTOR ENGINEERUNDERTHE LAWSOFTHESTATEOF ILLINOISASSIGNIFIED BYMYHANDANDSEAL. SCALE: 1" = 20'-0"1 PRELIMINARY LANDSCAPE PLAN 0 20 40 60