HomeMy WebLinkAboutItem 06
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DO
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City of LakevilleAerial MapSonnetPreliminary/Final PlatConditional Use PermitEXHIBIT A
ITEA AVE
IDEALIC AVE
I B E R I S
A V E
CUB
FOODS
PROPOSED
SONNET
SITE
SOUTHCREEK
PUD PUD
PUD
PUD
P/OS
P/OS
C-3
C-3
O-R
RS-2
RM-1
C-1
RM-1
P/OS
ITEA AVE.
IDEAL WAY
ITEAAVE
ITEA WAY
H
O
Y
A
C
T
PR
I
V
A
T
E
R
D
IDEALIC AVE
DO
D
D
B
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±
EXHIBIT B
City of LakevilleLocation and Zoning Map
SonnetPreliminary/Final PlatCUP
SonnetMontessori
Tr
a
v
e
r
s
e
P
C
S 89°53'22" W 334.81
N
0
°
0
2
'
0
3
"
E
1
1
2
.
0
0
5.60
S 89°53'22" W
N
0
°
0
2
'
0
3
"
E
1
4
6
.
6
2
D=25°2
0
'
1
9
"
L=128.2
5
R
=
2
9
0
.
0
0
D=
6
1
°
4
3
'
0
9
"
L=
2
2
6
.
2
1
R
=
2
1
0
.
0
0
L
=
1
4
8
.
9
2
R
=
6
0
.
0
0
D
=
1
4
2
°
1
2
'
2
6
"
ADDITION
FARMDONNELLY
OUTLOT G
OUTLOT E
OUTLOT F
Found 1/2"
Iron Pipe
Set 1/2"x24"
Iron Pipe
Set 1/2"x24"
Iron Pipe
Found 1/2"
Iron Pipe
Found 1/2"
Iron Pipe
Found 1/2"
Iron Pipe
Found 1/2"
Iron Pipe
Found 1/2"
Iron Pipe
OO OO OOOO
mow line
8
"
P
V
C
S
A
N
I
T
A
R
Y
S
E
W
E
R
12" DIP
W
A
T
E
R
M
A
I
N
1
2
"
D
I
P
W
A
T
E
R
M
A
I
N
8" DIP
6" PVC
sanitary
manhole
rim=982.48
inv=973.5
sanitary
manhole
rim=980.13
inv=972.6
b
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r
15" RCP
catch basin
rim=980.50
inv=977.4
ca
t
c
h
ba
s
i
n
catch
b
a
s
i
n
rim=
9
8
0
.
4
4
inv=9
7
6
.
0
21
"
R
C
P
21
"
R
C
P
21
"
R
C
P
catch
b
a
s
i
n
rim=9
8
0
.
3
9
inv=9
7
6
.
2
ca
t
c
h
ba
s
i
n
valve
val
v
e
va
l
v
e
BENCHMARK:
top nut hydrant
elev=984.18
hydrant
utility
pedistal
utility
pedistal
c
o
n
c
co
n
c
r
e
t
e
mow line
981
981
980
980
981
982
982
9
8
3
983
982
982
984
984
983
983
983 982
block retaining wall
982.5
X
982.3 X
980.8
X
X 983.
0
X 983.4
X 981
.
9
X 981.8
X 98
4
.
9
X 98
3
.
6
X X X X X
wire fence wire fence
chain link fence
80
80
ID
E
A
L
I
C
A
V
E
N
U
E
TYP.
Know what's
R
GRADING,
DRAINAGE, UTILITY,
AND EROSION
CONTROL PLAN
LAKEVILLE, MN
SONNET
MONTESSORI
SHEET NO:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
APPROVED BY:
PROJECT NO.:
REG. NO.:DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION
AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MINNESOTA.
DESCRIPTION:
INFORMATION:
REVISIONDATE
Engineering, PLLC.
CONSULTING CIVIL ENGINEERS
10830 NESBITT AVENUE SOUTH
BLOOMINGTON, MINNESOTA 55437
(952) 881-3344 TELEPHONE
(952) 881-1913 FAX
www.sundecivil.com
11/3/14 ORIGINAL PLAN DATE
1/27/15 OWNER REVIEW COMMENTS
2/16/15 WATER SERVICE SIZE
4/22/15 CITY COMMENTS
5/20/15 CITY COMMENTS
11/3/14 40425
C1
1of3
MK
MK
11/3/14
GRAPHIC
MK
14-568
Mike R. Kettler
Drawn
Checked
Date
Job Number
Sheet
Revisions
1436
D.P.L.
C.A.W.
NE
W
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8
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A
11-03-14
11
-
0
3
-
1
4
R = 210.
0
0=61°43'09"L=226.
2
1
D
REMOVE EXIST. CURB
AS REQUIRED FOR
CONCRETE APRON,
SEE CIVIL
E
X
I
S
T
I
N
G
C
O
N
C
S
I
D
E
W
A
L
K
30
'
-
0
"
FR
O
N
T
Y
A
R
D
PA
R
K
I
N
G
S
E
T
B
A
C
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FR
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A
R
D
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A
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TYP.
11
0
B
116B
A1
R
=
6
0
.
0
0
=
1
4
2
°
1
2
'
2
6
"
L
=
1
4
8
.
9
2
D
PARKING REQUIREMENTS
1 PARKING SPACE FOR EACH 4 PROGRAM PARTICIPANTS, BASED UPON LICENSED CAPACITY
PROGRAM PARTICIPANTS: 74 ÷ 4 = 18.5 = 19 PARKING SPACES REQUIRED
30 PARKING SPACES PROVIDED
LANDSCAPE DESIGN BY OTHERS
20 100
SCALE IN FEET
20
SITE PLAN
Scale : 1" = 20'-0"1
10
'
-
0
"
RE
A
R
YA
R
D
PA
R
K
I
N
G
SE
T
B
A
C
K
10'-0"
5'
-
0
"
RE
A
R
YA
R
D
BL
D
G
SE
T
B
A
C
K
5'-0"
SIDE
YARD
PARKING
SETBACK
17
13
S 89°53'22" W 334.81
ADA RAMP,
SEE CIVIL
PARKING LOT
(30) 9'X20' PARKING STALLS SHOWN
20
'
-
0
"
24
'
-
0
"
20
'
-
0
"
5.60
S 89°53'22" W
HYDRANT
UTILITY
PEDESTAL
I D E A L I C A V E N U E
SANITARY
MANHOLE
CATCH
BASIN
HYDRANT
CATCH
BASIN
SANITARY
MANHOLE
EXISTING BLOCK RETAINING WALL
EXISTING TREE LINE
EXISTING CHAIN LINK FENCE
EXISTING WIRE FENCE
TO BE REMOVED
N 0
0
°
0
2
'
0
3
"
E
1
4
6
.
6
2
N 0
0
°
0
2
'
0
3
"
E
1
1
2
.
0
0
(2) AC CONDENSORS
ON CONC. PAD, SEE MECH.
CONCRETE CURB
& GUTTER, SEE CIVIL
EXISTING CONC CURB & GUTTER
EXIST. CATCH BASIN;
MODIFY COVER AS REQUIRED
PRESCHOOL
PLAY AREA
PEA GRAVEL PLAY SURFACE
60 CHILDREN X 75 SF/CHILD = 4500 SF REQ'D
4500 SF SHOWN
4' H. VINYL COATED CHAINLINK FENCE
W/ 12" WIDE CONC. MAINTENANCE STRIP
TODDLER
PLAY AREA
14 CHILDREN X 75 SF/CHILD
= 1050 SF REQ'D
1050 SF SHOWN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X
X
X
X
X
X
X
X
X
X
PAIR 4'-0"
GATES 'A'
90'-0"21'-0"
PLAYGROUND EQUIPMENT BY OWNER
35'-0"
30
'
-
0
"
15
'
-
0
"
FR
O
N
T
Y
A
R
D
PA
R
K
I
N
G
S
E
T
B
A
C
K
1
6'-0" WIDE, 4" CONCRETE
SIDEWALK W/ INTEGRAL CURB &
CONTROL JOINTS W/ 6" SAND BASE
1
EXISTING CONC SIDEWALK
REMOVE EXIST. CURB
AS REQUIRED FOR
CONCRETE APRON,
SEE CIVIL
ADA PARKING
SIGN, TYP. OF (2)
SEE DTL.
112'-0"
50
'
-
0
"
50
'
-
8
"
30
'
-
0
"
2
A1
BITUMINOUS PAVING
GAS METER
SIDE
YARD
BLDG
SETBACK
FR
O
N
T
Y
A
R
D
BL
D
G
S
E
T
B
A
C
K
DUMPSTER ENCLOSURE
MONUMENT SIGN, SEE NEW LIGHT POLE
NEW LIGHT POLE
5
A5
LANDSCAPE EDGING, MULCH & SHRUBS
@ SIGNAGE; DESIGN BY OTHERS
LIGHTING @ GRADE
BOTH SIDES OF SIGNAGE
PAIR 4'-0"
GATES 'B'
9'-0"13'-0"9'-0"
28'-0"
1-27-151
4-
2
1
-
1
5
1
1
1
1
1
1
1
1
1
1
2
2
2
10'-0"
16
'
-
6
"
ONE WAY
ENTER ONLY
SIGN
DO NOT
ENTER
EXIT ONLY SIGN
NEW 8'-0" CONC SIDEWALK;
TIE INTO EXISTING SIDEWALK
AT NORTH & SOUTH ENDS
4" PAINTED STRIPING
10'-
0
"
25'-
0
"
2
3
A1
2
E
X
I
S
T
I
N
G
C
O
N
C
S
I
D
E
W
A
L
K
UTILITY
PEDESTAL
15'-0"
PARK
I
N
G
SETB
A
C
K
FRONT
YARD
BLDG SETBA
C
K
30'-0"
2
2
CONC. CURB & GUTTER
R = 290.0
0=25°20'19"L=128.25
D
R = 210.
0
0=61°43'09"L=226.
2
1
D
4-21-15
4" CONC. SLAB ON
GRADE W/ REINFORCING
MESH & THICKENED EDGE,
FLUSH W/ BITUM AT
GATES
HARDIE TRIM OR
EQUAL FOR SLOPED TOP
HARDIE SIDING,
COLOR 'A'
SEALANT AT JOINT
HARDIE TRIM BOARDS,
COLOR 'B'
(2) GALV PULLS
& LATCH
FLUSH BOLT
INTO CONCRETE
GALV HINGES, TYP.
TRASH ENCLOSURE GATE ELEV5Scale: 1/4" = 1'-0"
TREATED 6X6 POST
TRASH ENCLOSURE SIDE ELEV
4" CONC. SLAB ON
GRADE W/ REINFORCING
MESH & THICKENED EDGE,
FLUSH W/ BITUM AT
GATES
HARDIE TRIM OR
EQUAL FOR SLOPED TOP
HARDIE SIDING,
COLOR 'A'
SEALANT AT JOINT
1X6 HARDIE
TRIM BOARDS
4
A1
6 Scale: 1/4" = 1'-0"
6"
6'
-
0
"
10
'
-
0
"
6
X
6
T
R
E
A
T
E
D
P
O
S
T
L
E
N
G
T
H
4 Scale: 1/2" = 1'-0"
TRASH ENCLOSURE SECTION
2"
M
I
N
.
3'
-
0
"
4"2"
3"
4" CONC. SLAB ON
GRADE W/ REINFORCING
MESH & THICKENED EDGE
4" SAND CUSHION
TREATED HORIZ. 2X6
@ PLYWOOD JOINT
TREATED (2)2X6
CAP PLATE CANT
HARDIE TRIM OR
EQUAL FOR SLOPED
TOP
3/4" EXT. GRADE PLYWOOD
HOUSE WRAP
HARDIE SIDING, COLOR 'A'
CONCRETE FOOTING,
MIN. 12" DIAMETER
GRADE
SEALANT
4" CONC. SLAB
ON GRADE
C.J., TYP.
HARDIE 6"
CORNER
TRIM
HARDIE BD.
SIDING
8'-0" I.D.
TREATED 6X6,
TYP., TO FROST
DEPTH; SET IN
CONCRETE
3/4" EXT.
GRADE
PLYWOOD
TREATED 2X4 FRAMING
W/ 3/4" EXT. GRADE PLYWOOD
SHEATHING, HOUSEWRAP,
HARDIE SIDING & TRIM NOTE:
PROVIDE GALVANIZED HANDLE,
LATCH & BOLT INTO CONC. SLAB
4
A1
3 Scale: 1/2" = 1'-0"
TRASH ENCLOSURE PLAN
BEVEL CUT TRIM SO DOORS
OPEN PAST 90 DEG.
FLUSH CONCRETE PAD
W/ BITUMINOUS PAVING
@ GATES
8'
-
0
"
I
.
D
.
5
A1
6
A1
2
1'
-
6
"
1'-0"
BLUE BACKGROUND
WHITE BORDER &
LETTERING
ACCESSIBLE PARKING SIGNS
Scale: 1 1/2" = 1'-0"
PARKING
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
VAN
ACCESSIBLE
48
"
- 6
0
"
PLUMBING FIXTURE REQUIREMENTS : PER TABLE 2902.1
EDUCATIONAL : 1 WC PER 50 STUDENTS & 1 LAVATORY PER 50 STUDENTS
74 STUDENTS / 50 = 2 WC & 2 LAVS REQUIRED; 7 WC & 7 LAVS PROVIDED
1 SERVICE SINK PROVIDED
OCCUPANCY GROUP : E, EDUCATIONAL * DAYCARE
CONSTRUCTION TYPE : VB, NO EXPOSED COMBUSTIBLE MATERIALS ALLOWED
BETWEEN CEILING & ATTIC
SPRINKLED : NO
ALLOWABLE AREA, PER TABLE 503: 9,500 S.F.
ACTUAL AREA: 5,675 S.F.
OCCUPANT LOAD :
ACTUAL LOAD BASED ON ACTUAL NUMBER OF STUDENTS & STAFF;
THERE ARE NO OFFICE OR OTHER STAFF PERSONNEL IN THE BUILDING
CODE ANALYSIS
EXITS REQUIRED : 2 EXITS PROVIDED :
NUMBER STUDENTS STAFF
TODDLER ROOM1 14 2
PRESCHOOL ROOMS3 60 6
TOTAL 74 8
ACTUAL TOTAL OCCUPANTS = 82
* 2 EXITS PER TODDLER ROOM REQUIRED & PROVIDED TO
QUALIFY AS A TYPE 'E' OCCUPANCY INSTEAD OF A TYPE 'I 4'
HALLWAYS: 6'-0" MINIMUM WIDTH REQUIRED UNLESS THE OCCUPANT LOAD
IS LESS THAN 100; IBC 1017.2, EXC. 4
KITCHEN USE: STUDENTS WILL BRING THEIR OWN LUNCHES. THE KITCHEN
WILL BE USED TO PREPARE SNACKS.
CLASSROOM
(2) FIRE HYDRANT LOCATIONS: ALL PARTS OF THE BUILDING ARE
WITHIN 300' OF A FIRE HYDRANT; 600' ALLOWED PER
IFC 508.5.1, EXC. 2;
BASED ON 2007 MSBC & 2006 IBC, IFC
NO FIRE RATING REQUIRED IF EACH ROOM HAS A DOOR DIRECTLY TO THE EXTERIOR.
ONE DRAFTSTOP ADDED;
DRAFTSTOPPING: 3000 SF MAX. IN ATTIC; 1000 SF MAX. @ FLOOR CEILING.
SHEET INDEX
SITE PLAN, CODE ANALYSIS, DETAILSA1
FLOOR PLANA2
EXTERIOR ELEVATIONSA3
A4 ROOM FINISH SCHEDULE, DOOR & FRAME SCHEDULE
& TYPES, ACCESSIBILITY STANDARDS
A5
A6
BUILDING SECTION, WALL SECTIONS
ARCHITECTURAL
S3
S1
S2
S4
STRUCTURAL
REFLECTED CEILING PLAN
GRADING, DRAINAGE, UTILITY & EROSION CONTROL PLAN
NOTES & DETAILS
STORMWATER POLLUTION PREVENTION PLAN
FOOTING & FOUNDATION PLAN
ROOF FRAMING PLAN
STRUCTURAL NOTES
DETAILS
CIVIL
C1
C2
C3
A NEW FACILITY FOR THE
SONNET MONTESSORI SCHOOL
LAKEVILLE, MINNESOTA
Drawn
Checked
Date
Job Number
Sheet
Revisions
1436
D.P.L.
C.A.W.
NE
W
F
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F
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Ar
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(
9
5
2
)
8
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11-03-14
11
-
0
3
-
1
4
11
'
-
1
1
/
8
"
A3
ROOF VENT CALCULATIONS
ATTIC AREA + SOFFIT AREA = 6188 S.F.
6188 S.F. ÷ 300 S.F. = 20.63 S.F. TOTAL VENT AREA
20.63 S.F. ÷ 2 = 10.31 S.F. (1485.12 S.I.) EA. @ SOFFIT & RIDGE
RIDGE VENT:
ASSUMING 60 S.I. PER ROOF BOX VENT,
1485.12 S.I. ÷ 60 S.I. PER VENT = 24.75 (25) BOX VENTS @ RIDGE
SOFFIT VENT:
ASSUMING 12.96 S.I. PER L.F. FULL VENT,
313 L.F. SOFFIT X 12.96 S.I./L.F. = 4056.48 S.I. ÷ 144 S.I./S.F. = 28.17 S.F.
INSULATION BAFFLE VENTS:
ASSUMING 1 1/2" X 19" = 28.5 S.I. PER BAFFLE VENT AREA,
76 VENTED TRUSS SPACES (EVERY OTHER)
76 X 28.5 S.I. = 2166 S.I.÷144 S.I./S.F. = 15.04 S.F.
1 Scale: 1/4" = 1'-0"
NORTH (FRONT) ELEVATION
11
'
-
1
1
/
8
"
12
4
12'-0"12'-0"
ALUM. FASCIA
& VENTED SOFFIT
HARDIE LAP SIDING
TYP. (7" EXPOSURE)
6" HARDIE TRIM
BOARDS, TYP.
CULTURED STONE VENEER
ASHPALT SHINGLES
NATURAL STONE SILL
HARDIE SHAKESPAINT ALL PIPES & DUCTS ON ROOF
TO MATCH ASPHALT SHINGLES, TYP.
ROOF TRUSS
BRG
FIN. FLOOR
ANODIZED ALUMINUM
DOORS & FRAME
PROVIDE 6" H. DARK COLORED
ADDRESS NUMBER
(3) HVAC GRILLES;
SEE MECH; PAINT
TO MATCH SIDING
2'
-
4
"
HOSE BIB,
SEE MECH
LAWN IRRIGATION PIPING,
PAINT TO MATCH STONE
FIRE DEPT.
LOCK BOX
1
A5
12
10
TO
W
I
N
D
O
W
SI
L
L
O
P
N
G
,
T
Y
P
.
6'-0"
FACEBRICK
1'-8"
6'-0"
XXXX12'-0"6'-0"
3"
6'
-
0
"
3'-4"3'-4"
FACEBRICK
FACEBRICK
SOLDIER CRS
FACEBRICK COLUMNS
FACEBRICK
SOLDIER CRS
NORTH ELEVATION OF BUILDING = 1332 SQ. FT. VERTICAL SURFACE
GRADE A FACEBRICK = 194 SQ. FT
TOTAL GRADE A MATERIALS 867 SQ. FT.65%
GRADE A STONE = 545 SQ. FT
GRADE A GLASS (WINDOWS) = 128 SQ. FT
VINYL INSUL WINDOWS, TYP.
NATURAL STONE SILL, TYP.
GAS METER
1
2 Scale: 1/4" = 1'-0"
WEST ELEVATION
12
4
1'-8"
ROOF BOX VENT
ROOF
TRUSS
BRG
FIN. FLR.
2
A5
WEST ELEVATION OF BUILDING = 625 SQ. FT. VERTICAL SURFACE
GRADE A FACEBRICK = 163 SQ. FT
TOTAL GRADE A MATERIALS 435 SQ. FT.70%
GRADE A STONE = 240 SQ. FT
GRADE A GLASS (WINDOWS) = 32 SQ. FT
ALUM. FASCIA &
VENTED SOFFIT
HARDIE LAP SIDING
NATURAL STONE SILL
FACEBRICK
FACEBRICK
SOLDIER CRS
TYP. (7" EXPOSURE)
VINYL INSUL CASEMENT WINDOW
NATURAL STONE SILL
CONT. RIDGE VENT
@ CANOPY ONLY
3"
6'
-
0
"
6'-0"6'-0"
TOILET ROOM
VENTING; SEE MECH.
INSUL HM DOOR
& FRAME, PAINTED
CONC. PAD, DOWEL
TO FNDN, SEE FLOOR
PLAN
1
3 Scale: 1/4" = 1'-0"
EAST ELEVATION
12
4
1'-8"
ROOF BOX VENT
2
A5
EAST ELEVATION OF BUILDING = 570 SQ. FT. VERTICAL SURFACE
GRADE A FACEBRICK = 159 SQ. FT
TOTAL GRADE A MATERIALS 396 SQ. FT.69%
GRADE A STONE = 205 SQ. FT
GRADE A GLASS (WINDOWS) = 32 SQ. FT
6'-0"6'-0"
INSUL ANODIZED ALUMINUM
DOOR & FRAME W/ SIDELIGHT
GAS METERINSUL HM DOOR
& FRAME, PAINTED
1
1-27-151
4-
2
1
-
1
5
6'-0"
11
'
-
1
1
/
8
"
4 Scale: 1/4" = 1'-0"
SOUTH ELEVATION
ROOF BOX VENTS
ROOF TRUSS
BRG
FIN. FLOOR
12
4
6'-4"8'-0"
ALUM. FASCIA
& VENTED SOFFIT
TYP. (7" EXPOSURE)
NATURAL STONE SILL
FACEBRICK
FACEBRICK
SOLDIER CRS
HARDIE LAP SIDING
CULTURED STONE VENEER ANODIZED ALUMINUM
DOOR & FRAME
INSUL HM DOOR
& FRAME, PAINTED
VINYL INSUL CASEMENT WINDOW, TYP.SOUTH ELEVATION OF BUILDING = 1148 SQ. FT. VERTICAL SURFACE
GRADE A FACEBRICK = 237 SQ. FT
TOTAL GRADE A MATERIALS 757 SQ. FT.65.9%
GRADE A STONE = 408 SQ. FT
GRADE A GLASS (WINDOWS) = 112 SQ. FT
INSUL HM DOOR
& FRAME, PAINTED
1
A5
INSUL HM DOOR
& FRAME, PAINTED1
HOSE BIB, SEE MECH
8'-0"
1'-8"
2
2
11'-11"11'-11"
TOILET ROOM
VENTING; SEE MECH.
2 4-21-15
Drawn
Checked
Date
Job Number
Sheet
Revisions
1436
D.P.L.
C.A.W.
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11-03-14
TYP.
11
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B
116B
20 100
SCALE IN FEET
20
LANDSCAPE PLAN
Scale : 1" = 20'-0"1
PARKING LOT
I D E A L I C A V E N U E
EXISTING TREE LINE
X
X
X
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112'
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1-27-151
2 4-21-15
A
B
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K
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QUANTITY SYMBOL
PLANT
DWARF KOREAN LILAC TREE
DWARF BLUE GLOBE SPRUCE
SPIRAL JUNIPERS
LITTLE LIME HYDRANGEA
CHAMPLAEN RED ROSE
PRAIRIE DROPSEED GRASS
BLOOMERANG DWARF LILAC
ARCTIC FIRE DOGWOOD
LITTLE DEVIL NINEBARK
FEATHER REED GRASS
REGENT SERVICEBERRY
JOSTABERRY FRUIT SHRUB
PERENNIALS
1
1
2
6
7
17
3
3
3
3
3
3
40
N AUTUMN BLAZE MAPLE3
COMMON NAME
(SYRINGA MEYERI PHALIBIN)
(PICA PUNGEUS GLOBOSA)
(JUNIPEROUS CHINENSIS)
(HYDRANGEA PANICULATA JANE)
(HYBRID KORDESSI)
(SPOROBOLUS HETEROLEPIS)
(SYRINGA BLOOMERANG)
(CORNUS STOLONIFERA FARROW)
(PHYSOCARPUS OPULIFOLIUS "LITTLE DEVIL")
(CALAMAGROSTIS x ACUTIFLORA "KARL FOERSTER")
(AMELACHIER ALNIFOLIA "REGENT")
(RUBUS NIBIGROLARIA)
PERENNIALS
(ACER X FREEMANII "JEFFERSRED")
BOTANICAL NAME SIZE
2.5" DIA
2.5" DIA
TREE PLANTING DETAIL
WOOD MULCHGRASS
TOPSOIL
TREE
SHRUB PLANTING DETAIL
SHRUB
TOPSOIL
3" of 1 1/2" RIVER ROCK
WEED
INHIBITOR
FENCE DETAIL
36
"
3" X 12" CONC MAINTENANCE STRIP
4" CHAIN LINK FENCE
2" POST
L1
O
P
23
3
ISANTI FIRE DOGWOOD
GREEN SPIRE LINDEN
(CORNUS SERICEA)
(TILIA CORDATA "GREENSPIRE")
36"
2.5" DIA
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
Tr
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P
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# Date Comments Checked By:Scale:Revisions Page M of 1Date:5/21/2015 Drawn By: Dan Budke Sonnett Montessori REVISED 5-21-15
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AASINGLE220000.681MPTR-3F-250 Luminaire Schedule SymbolQty Calculation Summary LabelCalcTypeUnitsAvgLabelArrangementTotal Lamp LumensLLFDescriptionMaxMin 3WPSINGLEN.A.0.910XTOR5AAvg/Min 2Max/Min 7CANSINGLEN.A.0.910LEDRT561200840 (73500)Ground_PlanarIlluminanceFc0.2913.90.0N.A.N.A.
North Elevation
South Elevation
East Elevation West Elevation
1
2
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 22 OOFF 77
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 33 OOFF 77
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 44 OOFF 77
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 55 OOFF 77
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 66 OOFF 77
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 77 OOFF 77