HomeMy WebLinkAboutBETHLEHEM FIRST ADDITION1
2
3
4
5
6
7
±DODDBLVD(CSAH9)IPAVAAVEBethlehem
First Addition
plat area
ING
L
E
SI
DECTINNDALE
DR192NDST
194TH STIREDELL CT
City of Lakeville
Bethlehem First Add
Preliminary/Final Plat
Comp Plan Amend
Zoning Map Amend
EXHIBIT A
IRELAND WAY
1
9
4
T
H
S
T
±
P/QP
RD
RD
RD
MDR
MDR
LDR
LDR
LDR
L/MDR
M/HDR
MDR
Proposed change
from MDR to HDR
1
9
4
T
H
ST
DODDBLVD(CSAH9)1 9 2ND ST
194TH STIPAVAAVE
(Lakeville North
High School)
190TH ST
Bethlehem
First Addition
plat area
City of Lakeville
Bethlehem First Add
Comp Plan Amend
Proposed Land UseEXHIBIT B
±
P/OS
P/OS
P/OS
P/OS
RM-1
RM-1
RS-2
RS-3
PUD
RST-2
RM-2
PUD
Proposed change
from RM-1 to RH-2
1
9
4
T
H
ST
DODDBLVD(CSAH9)1 9 2ND ST
194TH STIPAVAAVE
(Lakeville North
High School)
190TH ST
Bethlehem
First Addition
plat area
PUD
RS-3
City of Lakeville
Bethlehem First Add
Proposed Zoning
Map AmendEXHIBIT CIRELANDWAYINNDA
L
E
D
R IN
G
L
E
SIDECTINNDALE DR
BENCHMARK - TOP NUT HYDRANT
ELEVATION = 1002.38
FUTURE
WORSHIP
FUTURE
FUTURE
205
STALLS
120 FUTURE
STALLS
PONDING
LOT 1
BLOCK 1
20
20
1919
1919
15
16
16
1415
13
122 FUTURE
STALLS 31.5
9.0 18.0STOP SIGN AND STOP BAR
STOP SIGN AND STOP BAR
STOP SIGN AND STOP BAR
24.0NWL=1003.0
10-YR=1003.8
100-YR=1005.9
LOT 2
BLOCK 1
EXISTING LEGEND
LOT LINE
RIGHT-OF-WAY LINE
EASEMENT LINE
WATER MAIN
SANITARY SEWER
STORM SEWER
WATER SERVICE
SANITARY SERVICE
CHAIN LINK FENCE
VINYL/WOOD FENCE
LIGHT POLE
POWER POLE
XFMR. TRANSFORMER
CBLX. CABLE BOX
TEL. TELEPHONE BOX
E.M. ELECTRIC METER
G.M. GAS METER
A.C. AIR CONDITIONER
HYDRANT
WATER VALVE
P.I.V. POST INDICATOR VALVE
SANITARY MANHOLE
C.O. CLEANOUT
STORM MANHOLE
AREA CATCH BASIN
CATCH BASIN
CONIFEROUS TREE
DECIDUOUS TREE
CONTOUR LINE
SPOT ELEVATION
DRAINAGE ARROW
DETAIL
NOTE
NOTES
1. UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILED
FROM VISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN & AS-BUILT).
CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONS
PRIOR TO EXCAVATION.
2. PROPERTY CURRENTLY ZONED RM-1 (MEDIUM DENSITY RESIDENTIAL DISTRICT).
3. SURVEY COMPLETED IN DECEMBER, 2016.
4. TOTAL AREA OF PROPERTY AS SHOWN:
A. AREA OF PROPERTY TO BE PLATTED: 810,599 SQ. FT. (18.609 AC.)
B. PROPOSED LOT 1, BLOCK 1 = 181,566 SQ. FT. (4.168 AC.)
C. PROPOSED LOT 2, BLOCK 1 = 629,033 SQ. FT. (14.440 AC.)
BENCHMARK - TOP NUT OF HYDRANT ON SOUTHEAST CORNER OF SITE, ELEVATION = 1002.38
OUTLOT ALOT 1BLOCK 1DEPARTMENT OF PROPERTY TAXATION AND RECORDSCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTACITY COUNCIL, CITY OF LAKEVILLE, MINNESOTACOUNTY SURVEYOR, DAKOTA COUNTY, MINNESOTASURVEYORS CERTIFICATEBETHLEHEM FIRST ADDITION
120 FUTURE1012.731010.001012.651000.40999.801000.401000.501001.001001.001002.801001.00FF=1002.90FF=1013.231002.901001.001002.401002.901012.731010.00997.001000.401001.001001.00999.40B-1B-2B-3B-6B-5B-4B-7B-8B-9B-14B-13B-12B-11B-15B-101002.601002.361002.401001.001002.161002.16995.701002.601001.001001.08999.001000.751001.00LOT 1BLOCK 1SILT FENCESILT FENCEHYDCOPIV31.59.018.
0
STOP SIGN AND STOP BARSTOP SIGN AND STOP BARSTOP SIGN AND STOP BARGUTTER-OUT CURB ALONGPARKING/BUILDING AREA24.0
NOTES:1. TOTAL NUMBER OF TREES ON SITE = 952. NUMBER OF TREES TO BE SAVED = 49 = 51.6%3. NUMBER OF TREES TO BE REMOVED =46 = 48.4%
BENCHMARK - TOP NUT HYDRANTELEVATION = 1002.38FUTUREWORSHIPFUTUREFUTURE205STALLS120 FUTURESTALLSPONDING1021.50 1021.0
1
0
2
3
.
0
0
1
0
2
2
.
0
0
1023
.
0
0
1
0
2
2
.
0
0
1009.001
0
0
2
.
0
0
1028.50
FF=1023.501029.10 1028.50
1012.731010.001012.651000.40999.801000.401000.501001.001001.001002.801001.00FF=1002.90FF=1013.231002.901001.001002.401002.901012.731010.00997.001000.401001.001001.00HYD999.40DTDTDTDTDTDTDTDTB-1B-2B-3B-6B-5B-4B-7B-8B-9B-14B-13B-12B-11B-15B-101002.601002.361002.401001.001002.161002.16995.701002.601001.001001.08999.001000.75DTDTDT
DTDT1001.00OUTLOT ALOT 1BLOCK 1202019191919151616141513122 FUTURESTALLSDTDTDTDTDTDTDTDTDTDTINV=1000.97 C.Y. RIP-RAPSILT FENCESILT FENCEHYDCOPIVB-1B-2B-3B-4B-5B-6B-7B-8B-9B-10B-11B-12B-13B-14B-15B-16B-1731.59.018.
0
STOP SIGN AND STOP BARSTOP SIGN AND STOP BARSTOP SIGN AND STOP BARGUTTER-OUT CURB ALONGPARKING/BUILDING AREA24.
0 NWL=1000.810-YR=1003.3100-YR=1005.6EXISTING LEGENDLOT LINERIGHT-OF-WAY LINEEASEMENT LINEWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEPOWER POLEXFMR. TRANSFORMERCBLX. CABLE BOXTEL. TELEPHONE BOXE.M. ELECTRIC METERG.M. GAS METERA.C. AIR CONDITIONERHYDRANTWATER VALVEP.I.V. POST INDICATOR VALVESANITARY MANHOLEC.O. CLEANOUTSTORM MANHOLEAREA CATCH BASINCATCH BASINCONIFEROUS TREEDECIDUOUS TREECONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTE
120 FUTURE1012.731010.001012.651000.40999.801000.401000.501001.001001.001002.801001.00FF=1002.90FF=1013.231002.901001.001002.401002.901012.731010.00997.001000.401001.001001.00CBCB999.40B-1B-2B-3B-6B-5B-4B-7B-8B-9B-14B-13B-12B-11B-15B-101002.601002.361002.401001.001002.161002.16995.701002.601001.001001.08999.001000.75DTDTDTDTDTDTDTDT DTDTDTDT1001.00LOT 1BLOCK 1DTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTAREA CB-6 AND 100 L.F. OF 12" PVCSTORM PIPE AT 3.9% SLOPE.TC=1010.0INV=999.9200 L.F. OF 8" PVC SLOTTED DRAIN TILE AT 0.5%SLOPE. SEE DETAIL ON SHEET C-10180 L.F. OF 8" PVC SLOTTED DRAIN TILE AT 0.5%SLOPE. SEE DETAIL ON SHEET C-10INV=1000.9AREA CB-1 AND 118 L.F. OF 12" PVCSTORM PIPE AT 1.86% SLOPE.TC=1010.0INV=1000.0STORM MH-4 AND 270 L.F. OF 15"PVC STORM PIPE @ 0.3% SLOPE.TC=1000.60INV=996.95SUMP INV=994.95CURB INLET CB-5 AND 49 L.F. OF 18"PVC STORM PIPE AT 0.3% SLOPE.TC=999.40INV=996.14SUMP INV=994.14FE=996.0FE=996.0FE=995.0CURB INLET CB-3 AND 154 L.F. OF5" PVC STORM PIPE @ 0.3% SLOPE.TC=999.80INV=997.41SUMP INV=995.41CURB INLET CB-2 AND 163 L.F. OF 12"PVC STORM PIPE AT 0.3% SLOPE.TC=1000.50INV=997.80SUMP INV=995.80SKIMMER STRUCTURE AND 127 L.F. OF 12" PVCSTORM PIPE AT 2.76% SLOPE.OVERFLOW=999.00INV=996.00SUMP INV=994.07 C.Y. RIP-RAPSILT FENCESILT FENCEHYDCOWET-TAP 16" WATER MAIN AND INSTALL123L.F. OF 6" DIP PIPE AND HYDRANT/VALVEEXTEND 8" WATER MAIN 100 L.F. TOBUILDING AND INSTALL PIVPIV31.59.018.
0
STOP SIGN AND STOP BARSTOP SIGN AND STOP BARSTOP SIGN AND STOP BARGUTTER-OUT CURB ALONGPARKING/BUILDING AREA24.0
NWL=996.010-YR=997.4100-YR=999.2EOF=999.5EOF=1001.08EXISTING LEGENDLOT LINERIGHT-OF-WAY LINEEASEMENT LINEWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEPOWER POLEXFMR. TRANSFORMERCBLX. CABLE BOXTEL. TELEPHONE BOXE.M. ELECTRIC METERG.M. GAS METERA.C. AIR CONDITIONERHYDRANTWATER VALVEP.I.V. POST INDICATOR VALVESANITARY MANHOLEC.O. CLEANOUTSTORM MANHOLEAREA CATCH BASINCATCH BASINCONIFEROUS TREEDECIDUOUS TREECONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTE
120 FUTURELOT 1BLOCK 1NEW EDGE OF WOODED AREA(2) THORNLESSHAWTHORN(5) NORWAYSPRUCECEDAR MULCH(MIN. 3' AT BLDG.)(10)EMERALDARBORVITAE(2) HONEYLOCUST(5) WHITE PINE(3) NORTHERNRED OAK(8) EXISTING 15' TO 20'SPRUCE TREES(3) EXISTING 15' TO 20'SPRUCE TREES(1) FALL FIESTASUGAR MAPLEPLASTIC EDGING ATALL MULCH (TYP)(10) DECLARATIONLILAC(3) THORNLESSHAWTHORN(2)FALLFIESTASUGARMAPLE(3) FALLFIESTASUGARMAPLE(2) SERVICEBERRY"AUTUMN BRILLIANCE"(3)COLUMNERWHITEPINE(3) BLUE NEST SPRUCE31.59.018.
0
STOP SIGN AND STOP BARSTOP SIGN AND STOP BARSTOP SIGN AND STOP BAR24.0
1. SOD ALL AREAS WITHIN CONSTRUCTION LIMITS LINE UNLESS OTHERWISE NOTED.2. SHRUBS/PERENIAL BEDS2.1 LANDSCAPE EDGING SHALL BE SPADED EDGE2.2 MULCH SHALL BE SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL. DELIVER MULCH ON DAY OF INSTALLATION.USE 4" FOR TREES, 3" FOR SHRUB BEDS, AND 2" FOR PERENNIAL/GROUND COVER BEDS, UNLESSOTHERWISE DIRECTED. FOR TREES WITHIN SOD AREAS, PROVIDE 6' DIAMETER CIRCLE OFMULCH. APPLY PELLET WEED PREVENTER UNDER MULCH BEDS IN PERENNIAL AREAS.3. PROVIDE IRRIGATION SYSTEM FOR ALL LAWN AND PLANTING AREAS. PROVIDE A DRAWINGWITH HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATION, VALVE BOX LOCATIONS,ZONES AND PIPE SIZING.4. MINIMUM HEIGHT OF CONIFEROUS TREES IS MEASURED FROM THE TOP OF THE ROOT BALLTO THE BOTTOM OF THE LEADER.SEE SHEET C-8 FOR PLANTINGS ATPERIMETER OF BUILDING
C
A
R
S
T
A
.
CA
R
S
T
A
.LOT 1BLOCK 1NEW EDGE OF WOODED AREA(2) THORNLESS HAWTHORNCEDAR MULCH(MIN. 3' AT BLDG.)(10) EMERALDARBORVITAE(2) HONEY LOCUST(5) WHITE PINE(3) NORTHERN RED OAK(3) EXISTING 15' TO 20'SPRUCE TREES(1) FALL FIESTASUGAR MAPLE(3) THORNLESS HAWTHORN(2) FALL FIESTASUGAR MAPLE(3) FALL FIESTA SUGARMAPLEBD(3) COLUMNERWHITE PINE16AD6BD16BD16BD16BD16BD16AD3AD3BD16(3) BLUE NEST SPRUCEJH9BN2AD6BN2BD12AD2BV6BD12BD12TY3TY2TY1AD7BV2BD14JH9TY2BV8BV5AD4AD4BV3AD8JH9BD16BN2TY3JH17BD16AD3BD16JH17BN3BV5JH11BN2NOTES:1. SOD ALL AREAS WITHIN CONSTRUCTION LIMITS LINE UNLESS OTHERWISE NOTED.2. SHRUBS/PERENIAL BEDS2.1 LANDSCAPE EDGING SHALL BE SPADED EDGE2.2 MULCH SHALL BE SHREDDED HARDWOOD MULCH, CLEAN AND FREE OFNOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL. DELIVER MULCHON DAY OF INSTALLATION. USE 4" FOR TREES, 3" FOR SHRUB BEDS, AND 2" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISEDIRECTED. FOR TREES WITHIN SOD AREAS, PROVIDE 6' DIAMETER CIRCLE OF MULCH. APPLY PELLET WEED PREVENTER UNDER MULCHBEDS IN PERENNIAL AREAS.3. PROVIDE IRRIGATION SYSTEM FOR ALL LAWN AND PLANTING AREAS. PROVIDE A DRAWING WITH HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATION, VALVE BOX LOCATIONS, ZONES AND PIPE SIZING.
STORAGE
RESIDENT
STORAGE
RESIDENT
Residential 28,518 SF
SECOND FLOOR 28,518 SF
SECOND FLOOR PLAN 1/16" = 1'-0"
STORAGE
RESIDENT
STORAGE
RESIDENT
Residential 28,518 SF
THIRD FLOOR PLAN 1/16" = 1'-0"
THIRD FLOOR 28,518 SF
STAIR STAIR
STAIR STAIR
ELEV.ELEV.
ELEV.ELEV.
STAIR STAIR
CORRIDOR
CORRIDOR
STAIR STAIR
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
414.431.3131
414.431.0531 FAX
TEL
WWW.AGARCH.COM
Kingsway Lakeville
Lakeville, MN
Senior Living Facility
02 Feb 2017
DN
DN
DN
DN
S.F.28,518AREA
THIRD LEVEL
DN
UP
S.F.28,518AREA
SECOND LEVEL
DN
UP
1/8" EXTERIOR ELEVATIONS AI500
DRN
2ELEVATION = 100-0
TOP OF CONCRETE
FIRST FLOOR
1/8" = 1'-0"
EXTERIOR ELEVATION
2
AI
500
1/8" = 1'-0"
EXTERIOR ELEVATION
1
AI
500
ELEVATION = 122-10 5/8
TOP OF SLAB
THIRD FLOOR
ELEVATION = 131-11 3/4
TRUSS BEARING
ELEVATION = 111-10 3/4
TOP OF SLAB
SECOND FLOOR
ELEVATION = 89-8
TOP OF SLAB
1
SHOWN FOR CLARITY
PORTE COHERE NOT
A
AI600
B
AI604
A
AI601
A
AI602
ELEVATION = 89-8
TOP OF SLAB
ELEVATION = 100-0
TOP OF CONCRETE
FIRST FLOOR
ELEVATION = 111-10 3/4
TOP OF SLAB
SECOND FLOOR
ELEVATION = 122-10 5/8
TOP OF SLAB
THIRD FLOOR
ELEVATION = 131-11 3/4
TRUSS BEARING
A
A
A
A
A
A
A
A
A
A
A
A
G
G
G
G
B
B B
B
B
B
I
F
F
F
FF
F F
FF
H
E
E
E
H
H
E
E
E G
G
G G
G
G
DDDDDDDDD D
1/8" = 1'-0"
EXTERIOR ELEVATION
3
AI
500
E
G
EE
E
E
HH
H H
HH
3GENERAL NOTES
COPING
PREFINISHED ALUMINUM
w/ STRUTS
ALUMINUM CANOPY
BRICK @ JAMBS
DOUBLE STACK BOND
F5
F7
FP1
F5
FP1FP1
BBB
FP1FP1
B
BBB
B
B
B
F7
F5
F5
w/ STRUTS
ALUMINUM CANOPY
10" CAST STONE HEAD
FP1FP1
CAST STONE SILL
FP1FP1
FP1
F5F5
CAST STONE SILL
8" CAST STONE HEAD
CAP AND BASE TRIM
PVC COUMN WRAP w/
CEMENT TRIM
5/4" x 8" FIBER
TRIM
CEMENT
FIBER
5/4" x 4"
TRIM
CEMENT
FIBER
5/4" x 6"
B
BB
B
B
B
B
B
B
B
B
CEMENT TRIM BOARD
5/4" x 8" FIBER
ALUMINUM RAILING
PRE FINISHED
2
12
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1
FP1
FP1
B
B B B
F7
F7
F7
F5
F5
F7
F5
F5F5
F7
BB
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1
B
B
TRIM, FIELD PAINTED
5/4" X 6" PVC BASE
TRIM, FIELD PAINTED
5/4" X 6" PVC BASE
CEMENT TRIM BOARD
5/4" x 6" FIBER
CEMENT TRIM BOARD
5/4" x 10" FIBER
BOARD w/ ALUMINUM Z-FLASHING
5/4" x 10" FIBER CEMENT TRIM
ALUMINUM BALCONY
PREFABRICATED
PROJECT 3/8"
BRICK SOLIDER COURSE
AND DOWN SPOUTS
ALUMINUM GUTTERS
PRE FINISHED
STOREFRONT WINDOW
15-6 x 7-6 ALUMINUM
B
BB
B
B B
BB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
F7
F7
B BRICK
FP1 FIBER CEMENT PANEL SMOOTH FINISH, w/ 5/4" X 4" TRIM
F7 FIBER CEMENT SIDING w/ 7" EXPOSURE
F5 FIBER CEMENT SIDING w/5" EXPOSURE
PAINTED TO MATCH ADJACENT SURFACE.
- ALL CONDUIT, METERS, VENTS, ETC. TO BE
ONTO GRADE OR ROOFS.
AT ALL DOWNSPOUTS WHICH SPILL
- PROVIDE CONCRETE SPLASH BLOCKS
STAIRS1.1.5 DELUXE B1.1.5 DELUXE BSTAIRS
1.1 TRADITIONAL B1.1.5 DELUXE B1.1.5 DELUXE B1.1 TRADITIONAL CSTAIRS2.2 DELUXE B
2.2 DELUXE B2.2 DELUXE B
90-4
89-8
89-089-0
89-8
90-4
91-0
91-8
92-4
93-0
93-8
94-4
95-0
95-8
96-4
97-0
97-8
98-4
92-4
L:\XMworkspace\Standards\pltcfg\agpdf.pltcfgPLOT PARAMETERS:FILE:K:\163101\CadDGN\AI500.dgn5:36:10 PM5/21/2017PLOTTED ON:8:0 ':" / in.LAST SAVE:5/21/2017MODEL:Plot SheetAT SCALE:USING DRIVER:DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
SHEET NO.
PROJECT
163101 Senior Living FacilityLakevilleMinnesotamamBY USER:A Kingsway LakevilleB
C
21 MAY 2017CONSTRUCTIONNOT FORPROGRESS SET
1/8" EXTERIOR ELEVATIONS AI501
DRN
3
ELEVATION = 100-0
TOP OF CONCRETE
FIRST FLOOR
1/8" = 1'-0"
EXTERIOR ELEVATION
3
AI
501
1/8" = 1'-0"
EXTERIOR ELEVATION
1
AI
501
ELEVATION = 122-10 5/8
TOP OF SLAB
THIRD FLOOR
ELEVATION = 131-11 3/4
TRUSS BEARING
ELEVATION = 111-10 3/4
TOP OF SLAB
SECOND FLOOR
ELEVATION = 89-8
TOP OF SLAB
2
A
AI600
ELEVATION = 89-8
TOP OF SLAB
ELEVATION = 100-0
TOP OF CONCRETE
FIRST FLOOR
ELEVATION = 111-10 3/4
TOP OF SLAB
SECOND FLOOR
ELEVATION = 122-10 5/8
TOP OF SLAB
THIRD FLOOR
ELEVATION = 131-11 3/4
TRUSS BEARING
1/8" = 1'-0"
EXTERIOR ELEVATION
4
AI
501
411/8" = 1'-0"
EXTERIOR ELEVATION
2
AI
501
H
H
H
E
EE
E
E EG
G
GG
G
G
F
F
FF
F
F
F
FF
F
F
F G
GG
G
F G
G
G
GG
G
GE
E
EE
E
EE
E
EE
E
E H
H
H H
H
H
D
H
H
H
F
F
F F
F
F
B
B
B
BBBBBBBB
B
B
BBBBB
B
B B
B
B
B
B
B
BBBBB
B B BB
B
B
B
B
B B
BBB
B B
B
B
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1
FP1
F7
F7
F7 F7 F7 F7F7F7
F7F7
F7F7F7F7F7
2
12
ALUMINUM COPING
PRE FINISHED
SILL
4" CAST STONE
PROJECT 3/8"
COURSE
BRICK SOLDIER
ALUMINUM RAILING
PRE FINISHED
BRICK AT JAMBS
DOUBLE STACK BOND
CEMENT TRIM BOARD
5/4" X 4" FIBER
MAGIC PAK GRILL W/
ALUMINUM RAILING
PRE FINISHED
CEMENT TRIM BOARD
5/4" x 8" FIBER
CEMENT TRIM BOARD
5/4" x 4" FIBER
A
AI601
F7F7F7F7
F7
F7
F7 F7 F7 F7
8" CAST STONE HEAD
THROUGH WALL
FIREPLACE FLUE
8" CAST STONE HEAD
PROJECT 3/8"
BRICK SOLIDER COURSE
2.2 DELUXE B1.1 TRADITIONAL A1.1.5 DELUXE A1.1.5 DELUXE A1.1 TRADITIONAL A1.1.5 DELUXE C1.1 TRADITIONAL D1.1.5 DELUXE C
2.2 DELUXE B2.2 DELUXE B 1.1 TRADITIONAL A1.1.5 DELUXE A1.1.5 DELUXE A1.1 TRADITIONAL A2.2 DELUXE B
FP1 FP1
B
FFF
89-0
97-0
96-4
97-8
98-4
99-0
99-099-0
L:\XMworkspace\Standards\pltcfg\agpdf.pltcfgPLOT PARAMETERS:FILE:K:\163101\CadDGN\AI501.dgn5:36:11 PM5/21/2017PLOTTED ON:8:0 ':" / in.LAST SAVE:5/21/2017MODEL:Plot SheetAT SCALE:USING DRIVER:DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
SHEET NO.
PROJECT
163101 Senior Living FacilityLakevilleMinnesotamamBY USER:A Kingsway LakevilleB
C
21 MAY 2017CONSTRUCTIONNOT FORPROGRESS SET80-0
1/8" EXTERIOR ELEVATIONS AI502
DRN
1/8" = 1'-0"
EXTERIOR ELEVATION
1
AI
502
1
ELEVATION = 122-10 5/8
TOP OF SLAB
THIRD FLOOR
ELEVATION = 131-11 3/4
TRUSS BEARING
ELEVATION = 89-8
TOP OF SLAB
ELEVATION = 100-0
TOP OF CONCRETE
ELEVATION = 111-10 3/4
TOP OF SUB FLOOR
SECOND FLOOR
F
F
F
F
F
F F
F
FG
G
G
D
G
G
G
E
E
E E
E
E
H
H
H
DDDDDFDDDDDD
2
3
1/8" = 1'-0"
EXTERIOR ELEVATION
2
AI
502
ELEVATION = 114-0
LOWEST POINT OF STRUCTURE
1/8" = 1'-0"
EXTERIOR ELEVATION
3
AI
502
A
AI502
24" DEEP BEAM
2x10 RAFTERS
4" TRIM
FOOTING BY STRUCTURE
8x8 BEAM
BRICK
BRICK SOLDIER COURSE
STONE CAP
3/8" = 1'-0"
A
AI502
PORTE COCHERE SECTION
1/4" = 1'-0"3
AI
502
WINDOW ELEVATION 6-63-0
FIXED 6-03-0
3-0 3-0
6-08-0
8-05-0
9-0
2-8 2-8 2-8
2-8 2-8 2-82-6 2-6
3-0 3-0 3-0
FIXEDFIXED
FIXED
2-04-66-62-04-66-62-04-66-03-03-06-03-03-06-03-03-0ABC
DEF
G
SINGLE -HUNG
SINGLE -HUNG SINGLE -HUNG
H
SINGLE -HUNG 6-03-03-06-0
3-0 3-0
FP1
FP1
FP1
FP1
FP1
FP1FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
ELEVATION = 100-0
TOP OF SLAB
B
B
B
F7
B
B
F7
B
B
B
B
F7
F7
F7
F7
BB
B
B
B
BBBB
B
BB
BB
BB
B
F5
F5
F5
F5
F5F5
F5
B
B
B
B
2
12
w/ STRUTS
ALUMINUM CANOPY CAST STONE SILL
PROJECT 3/8"
BRICK SOLIDER COURSE
2
12
CEMENT TRIM BOARD
5/4" x 4" FIBER
ALUMINUM COPING
PRE FINISHED
B
B
B
B
B
B
B
SINGLE -HUNG
I 4-69-0
3-0 3-0 3-0
F7
F7
F7
F7
F7
CEMENT TRIM BOARD
5/4" x 8" FIBER
STONE HEAD
8" CAST
VINYL RAILING
PAINTED FINISH
CAP AND BASE TRIM
PVC COUMN WRAP w/
1.1 TRADITIONAL B 1.1.5 DELUXE B 1.1.5 DELUXE B 1.1 TRADITIONAL B STAIR 2.2 DELUXE B
89-0
L:\XMworkspace\Standards\pltcfg\agpdf.pltcfgPLOT PARAMETERS:FILE:K:\163101\CadDGN\AI502.dgn5:36:12 PM5/21/2017PLOTTED ON:8:0 ':" / in.LAST SAVE:5/21/2017MODEL:Plot SheetAT SCALE:USING DRIVER:DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
SHEET NO.
PROJECT
163101 Senior Living FacilityLakevilleMinnesotamamBY USER:A Kingsway LakevilleB
C
21 MAY 2017CONSTRUCTIONNOT FORPROGRESS SET
SMY
19 MAY 17 163101
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
414.431.3131
414.431.0531 FAX
TEL
WWW.AGARCH.COM
1
LAKEVILLE
745 SQ FT
SIDING AREA
1,607 SQ FT
BRICK AREA
1,526 SQ FT
BRICK AREA
1,207 SQ FT
SIDING AREA
1,494 SQ FT
BRICK AREA
2,660 SQ FT
SIDING AREA
1,663 SQ FT
BRICK AREA
744 SQ FT
SIDING AREA
3,133 SQ FT
BRICK AREA
2,731 SQ FT
SIDING AREA
2,142 SQ FT
BRICK AREA
3,129 SQ FT
BRICK AREA
2,628 SQ FT
SIDING AREA
2,176SQ FT
SIDING AREA
1,495 SQ FT
BRICK AREA
2,662 SQ FT
SIDING AREA
TOTAL BRICK AREA = 16,189 SQ FT (51%)
TOTAL SIDING AREA = 15,553 SQ FT (49%)
EXTERIOR VENEER AREA CALCULATION
(31,742 SQ FT)
TOTAL ELEVATION EXCLUDING WINDOWS
EXTERIOR VENEER MATERIAL AREA CALCULATION
4/AI501
1/AI5002/AI500
3/AI5001/AI5012/AI501
3/AI501
1/AI502
1
•
•
2
•
•
•
•
•
•
•
•
•
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 22 OOFF 77
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 33 OOFF 77
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 44 OOFF 77
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 55 OOFF 77
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 66 OOFF 77
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 77 OOFF 77