10.b Scandia Heritage Alliance Site Plan Update Staff Report
Date of Meeting: December 17, 2024
For: Honorable Mayor and Council
From: Kyle Morell, City Administrator
Subject: Scandia Heritage Alliance – Site Plan Update
Susan Rodsjo and John Herman of the Scandia Heritage Alliance will attend the meeting to
update the Council on the changes to the Water Tower Barn site plan. She will also provide an
update on the Alliance's recent fundraising activities.
I have attached the site plan from 2021 that was presented when the Alliance’s PUD was
approved. The new site plan and architectural drawings for the barn are also attached.
Attachments:
SHA Arch Design Set 11.26.24
SHA Site Design Set 11.26.24
SHA Site Design Set 06.25.21
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K 150' ARTERIAL ROAD SETBACK3CITY CENTER MASTER PLANSCALE: 1" = 100'-0"SCANDIA WATER TOWER BARNHERITAGE CENTERSCANDIA HERITAGE ALLIANCEJune 2021O L I N D AT
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2 0 9 th S T R E E T N O R T HW E T L A N DW E T L A N D8-B8-A7New T-ballRec FieldFuture Park/CommonsExpansionViewLine 2View
Line 1 GammelgardenLinkNew Safe CrossingGatewayTrailLink24519663RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet No.:SCANDIA WATER TOWERBARN HERITAGE CENTEROLINDA TRAILSCANDIA, MN 55073SCANDIA HERITAGE ALLIANCEP.O. BOX 159SCANDIA, MN 55073SHEET TITLE:Drawn By:VJHProject Architect:Drawing History/Revisions:Drawing Date:Checked By:APH06.25.2021A. PETER HILGER #15862I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulylicensed Architect under the laws of theState of MinnesotaA. PETER HILGER, AIA2021 RYLAUR, LLCCA000COVERSHEET& MASTER PLAN2APPROACHING VIEW LINE 2 - Looking East1APPROACHING VIEW LINE 1 - Looking SouthSHEET INDEXLandscape DesignClientABRAHAMSON NURSERIESDAN SANDAGER20021 ST. CROIX TRAL N.SCANDIA, MN 55073P: 651-783-6484Email: Daniel.sandager@gmail.comSCANDIA HERITAGE ALLIANCESUSAN RODSJOP.O. BOX 159SCANDIA, MN 55073P: (651) 233-0267Email: susan.rodsjo@gmail.comArchitectRYLAUR, LLCA. PETER HILGER, AIA14 PHEASANT LANENORTH OAKS, MN 55127P: 612-868-3636Email: philger@rylaur.comSurveyLANDMARK SURVEYING, INC.MILO HORAK, L.S.21070 OLINDA TRAIL NORTHPO BOX 65SCANDIA, MN 55073P: 763-433-3421Email: milo@landmarksurveying.usCONSULTANT INDEXArchitectural SheetsA000COVERSHEET & MASTER PLANA001PHASE 1 - SITE PLANA002PHASE 1 - LEASE AREA DIAGRAMSA003PHASE 1 - SITE DETAILSA101WATER TOWER BARN FLOOR PLANSA102WATER TOWER BARN EXTERIOR ELEVATIONS & RENDERINGSCivil SheetsC1COVERSHEETC2SITE PLANC3101161312Scandia HeritageCenter Parcel(Shown Shaded)A111ARTS CENTER CONCEPTUAL FLOOR PLAN & RENDERINGSMASTER PLAN CONCEPTUAL PLAN LEGEND1RESTORED WATER TOWER BARN2AMPHITHEATER3LANDSCAPE BERM4FUTURE BUILDING (Approx. 3865 sf)5PARKING LOT (Approx. 31 Vehicles)6LOOP TRAIL7BOARDWALK8OBSERVATION OVERLOOK DECK9HAND PUMP WATER SOURCE10LAWN SEATING11STAGE12STONE BENCHES13SPLASH PADCivil EngineerANDERSON ENGINEERINGADAM THIELE, PE13603 1st AVE. N., SUITE 100PLYMOUTH, MN 55441P: 763-412-4067Email: athiele@ae-mn.comSurvey SheetsCERTIFICATE OF SURVEYC4UTILITY PLANC5DETAILSArchitectural SheetsGRADING, DRAINAGE & EROSION CONTROL PLANA004PHASE 1 - SITE STATISTICSLandscape SheetsL1PHASE 1 - LANDSCAPE PLANArchitectural SheetsCITY REVIEW PACKAGE
6.25.21
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XCCCCBRYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet No.:SCANDIA HERITAGE ALLIANCEP.O. BOX 159SCANDIA, MN 55073SHEET TITLE:Drawn By:VJHProject Architect:Drawing History/Revisions:Drawing Date:Checked By:APH06.25.2021A. PETER HILGER #15862I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulylicensed Architect under the laws of theState of MinnesotaA. PETER HILGER, AIA2021 RYLAUR, LLCCA001PHASE ISITE PLANSITE KEYNOTESWATER TOWN BARN - SEE SHEETS A101 & A2011PHASE I - SITE PLANSCALE: 1" = 30'-0"T
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.BARNRAINGARDENSTAGE ISCANDIA WATER TOWERBARN HERITAGE CENTEROLINDA TRAILSCANDIA, MN 5507312BOARDWALK ALONG EAST SIDE OF WATER TOWER BARN3OBSERVATION DECK4PLAZA w/ (4) SHADE TREES IN DECORATIVE GRATES5OLD FASHION HAND PUMP6SPLASH PAD7BICYCLE PARKING w/ BIKE RACK8RAIN GARDEN - SEE CIVIL DRAWINGS12SEE SHEET A000 FOR CITY CENTER MASTER PLANSEE SHEET A002 FOR PHASE I LEASE AREA DIAGRAMSSEE SHEET A003 FOR PHASE I AMPHITHEATER INFOSEE SHEET L1 FOR LANDSCAPE PLAN12RESTROOM & UTILITY BUILDING - SEE SHEETS A101 & A201435678910111213FUTURE BUILDINGAPPROX. 3865 SF FOOTPRINT13OPEN GRASS LAWN AREA14STONE BENCHES1514LANDSCAPE BERMS16STONE BENCHES15LANDSCAPED BERMS PER LANDSCAPING PLANS16151616HANDICAP PARKING PAVEMENTw/ HC PARKING BOLLARD SIGNS9GRAVEL PARKING LOT - APPROX. 31 VEHICLES(2) HANDICAP STALLS10HISTORIC THEME TEMPORARY FENCE11AMPHI-THEATER1718OUTDOOR TIERED AMPHITHEATERSEE SHEET A00317OUTDOOR STAGESEE SHEET A0031819SOFT LOOP TRAIL SYSTEM - SEE 3/A00019191920TRAIL SYSTEM BOARDWALK - SEE 3/A00020
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K 150' ARTERIAL ROAD SETBACKRYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet No.:SCANDIA HERITAGE ALLIANCEP.O. BOX 159SCANDIA, MN 55073SHEET TITLE:Drawn By:VJHProject Architect:Drawing History/Revisions:Drawing Date:Checked By:APH06.25.2021A. PETER HILGER #15862I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulylicensed Architect under the laws of theState of MinnesotaA. PETER HILGER, AIA2021 RYLAUR, LLCCA002PHASE ILEASE AREA DIAGRAMS1PHASE I - LEASE AREA DIAGRAMSCALE: 1" = 30'-0" ISCANDIA WATER TOWERBARN HERITAGE CENTEROLINDA TRAILSCANDIA, MN 55073W E T L A N DW E T L A N DW E T L A N D2WETLAND EDGE ALONG BUILDINGSSCALE: 3/32" = 1'-0"WATER TOWERBARN BEYONDBLDG SETBACKWATER TOWERBARN BEYONDBLDG SETBACKEXISTINGBALL FIELDFENCE172" ±± 196"EXISTINGBALL FIELDFENCEWATERTOWERBARNRESTRM'sPLAZABUILDINGCORNER TOAPPROX.EXISTINGBALL FIELDFENCE LINESHOWN IN INCHESOBSERV.DECKEXISTINGBALL FIELDFENCESIDEWALK1A003STAGEPARKINGLOTOPENYARDAMPITHEATERPLAZAS.PADTLT'sW.T.BARNTRAILHIGHWAYEASEMENTPHASE IBOUNDARY LINEP H A S E I273,897 sf6.28 AcresRAIN
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4'-9"4'-9"5'-0"4'-9"4'-9"Lawn atGradeADA WalkwayFrom Plaza to T/Amphitheater SeatingPlazaLandscape BermPerformance StageTiered RiserAmphitheater Seating6'-0"214'-9"5'-0"34564'-9"FrontLawnSECTION #2= 132 OCCSECTION #1= 132 OCCROW D2
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1234RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet No.:SCANDIA HERITAGE ALLIANCEP.O. BOX 159SCANDIA, MN 55073SHEET TITLE:Drawn By:VJHProject Architect:Drawing History/Revisions:Drawing Date:Checked By:APH06.25.2021A. PETER HILGER #15862I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulylicensed Architect under the laws of theState of MinnesotaA. PETER HILGER, AIA2021 RYLAUR, LLCCA003PHASE ISITE DETAILS97'-9"2ENLARGED AMPHITHEATER SIGHT LINE DIAGRAM SCALE: 3/8" = 1'-0"1AMPHITHEATRE = 264 seatsSCALE: 1/8" = 1'-0"STAGEPLAZAWALKING PATHSCANDIA WATER TOWERBARN HERITAGE CENTEROLINDA TRAILSCANDIA, MN 55073LANDSCAPE
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CCRYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet No.:SCANDIA HERITAGE ALLIANCEP.O. BOX 159SCANDIA, MN 55073SHEET TITLE:Drawn By:VJHProject Architect:Drawing History/Revisions:Drawing Date:Checked By:APH06.25.2021A. PETER HILGER #15862I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulylicensed Architect under the laws of theState of MinnesotaA. PETER HILGER, AIA2021 RYLAUR, LLCCA004SITE STATISTICSTOTAL PARCEL AREA FOR CITY OF SCANDIA1SITE STATISTICSSCALE: 1" = 30'-0"T
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I LO L I N D AW E T L A N DW E T L A N DSCANDIA WATER TOWERBARN HERITAGE CENTEROLINDA TRAILSCANDIA, MN 55073TOTAL IMPERVIOUS AREAWATER TOWER BARN= 1489 sfUTILITY / RESTROOM BLDG= 213 sfFUTURE ARTS BLDG including future hardscape= 5471 sfSPLASH POOL= 314 sfPLAZA = 993 sfHARDSCAPE / SIDEWALKS= 5070 sfHC PARKING AREA= 266 sfPARKING LOT= 26,153 sfAMPHITHEATER SEATING= 1256 sfAMPHITHEATER AISLE= 355 sfAMPHITHEATER STAGE= 625 sfLOOP TRAIL (North End)= 938 sfLOOP TRAIL (South End)= 1731 sfTOTAL USE AREA FOR SCANDIA HERITAGE CENTERAREASFPERCENTAGETOTAL PERMEABLE AREA20.86 Acres44,874 SF1.03 Acres273,897 SF6.28 Acres229,023 SF5.25 Acres16.4%100% SHA Use Area(30% of Entire Parcel)83.6%OBSERVATION DECK= 487 sfBOARDWALK (North End)= 520 sfBOARDWALK (South End= 166 sfLANDSCAPING (WTB)= 510 sfLANDSCAPING (Arts)= 697 sfRAIN GARDEN= 9282 sfAMPHITHTR BERM + LAWN= 2079 sfAMPHITHTR GRASS WALKS= 1036 sfYARD (N of WTB along Rd)= 3677 sfYARD (E of WTB to Wetland)= 37,779 sfWETLAND (East Side)= 8639 sfWETLAND + YARD (West Side)= 164,151 sfBUILDING SETBACK SUMMARYBUILDABLE AREAADJACENT EAST YARDSFPERCENTAGE23,902 SF37,779 SF(Outsideof Wetland)WATER TOWER BARN EAST YARD ENCROACHMENT745 sf(1.9%)AREAUTILITY / RESTROOM EAST YARD ENCROACHMENT56 sf(.2%)100%TOTAL SETBACK ENCROACHMENT OF STRUCTURAL BUILDINGS2.1%801 sf745 SFWATER TOWER BARNSETBACKENCROACHMENTINTO EAST YARD56 SFUTILITY / RESTRMSETBACKENCROACHMENTINTO EAST YARDWest Yard & West Wetland Area= 164,151 SFTOTAL USE AREAFOR SCANIDA HERITAGE CENTER= 273,897 SF (2.68 Acres)Splash Pad= 314 SFLandscape(Future Arts)= 697 SFBuildable Area= 23,902 SFArts Center(+ Hardscape)= 5471 SFAmphitheaterGrassy Areas= 1036 SFAmphitheaterStone Tiered Seating= 1256 SFAmphitheaterAisle= 355 SFAmphitheaterStage= 625 SFBerm
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reas= 2079
SFSidewalks &Hardscape= 5070 SF Plaza= 993 SFBoardwalk= 166 SFLoop Trail(South End)= 1731 SFLoop Trail(North End)= 938 SFN
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Wetland (East Side) = 8639 SFEast Yard= 37,779 SFLandcape(WTB)= 510 SFWaterTower Barn= 1489 SF(WTB)Utility &Restroom= 213 SFObservation Deck= 487 SFBoardwalk= 520 SFHC Park& Access= 266 SFParking Lot= 26,153 SFGENERAL NOTES:1. SETBACK ENCROACHMENT AREAS SHADED IN RED ON PLAN BELOW.2. DIVISION LINE FOR EAST & WEST YARDS IS ALONG THENORTH/SOUTH RUNNING LOOP TRAIL & PLAZA HARDSCAPES. I N
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PHASE ISITE STATISTICSEast YardWest Yard8.7%
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6 1006100710081009RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet No.:SCANDIA HERITAGE ALLIANCEP.O. BOX 159SCANDIA, MN 55073SHEET TITLE:Drawn By:VJHProject Architect:Drawing History/Revisions:Drawing Date:Checked By:APH06.25.2021A. PETER HILGER, AIA2021 RYLAUR, LLCCL11LANDSCAPE PLANSCALE: 1" = 30'-0"SCANDIA WATER TOWERBARN HERITAGE CENTEROLINDA TRAILSCANDIA, MN 55073W E T L A N DW E T L A N DW E T L A N D2ENLARGED LANDSCAPE PLAN AT WTBSCALE: 3/32" = 1'-0"WATERTOWERBARNRESTRM'sPLAZAOBSERV.DECKSIDEWALKSTAGEPARKINGLOTOPEN YARDAMPITHEATERPLAZAS.PADTLT'sW.T.BARNTRAILPHASE IBOUNDARY LINER
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LO L I N D ALANDSCAPE LEGENDWHITE PINEQNTY: 2 + 9 + 3WPWP2QUAKING ASPENQNTY: 8 + 12QAQA83'-0" BERMw/BOULDEROUTCROPPINGSDWARF BUSH HONEYSUCKLE (Understory Plantings)QNTY: 56 + 120DBHSWO3SWAMP WHITE OAKQNTY: 3SWODBH56RTD19RED TWIG DOGWOODQNTY: 19 + 20RTDSNOWY MOUNTAIN ASHQNTY: 2SMASMA2CRA9CLUMP RIVER ASHQNTY: 9CRASEED RAINGARDENw/WETLAND MIX ~ 9282 SFRTD20RM4RUBRUM MAPLEQNTY: 4RMLIMESTONEBENCHES(10) TotalEDGINGNS7NORWAY SPRUCEQNTY: 7 + 4NSWP9SUGAR MAPLEQNTY: 1SMNS4SM1RHC8RED WING HIGHBUSH CRANBERRYQNTY: 8 + 3RHCWETLANDEDGECRB3CLUMP RIVER BIRCHQNTY: 3CRBCABS6CLUMP AUTUMN BRILLIANCE SERVICE BERRYQNTY: 6 + 1CABSBALSAM FIRQNTY: 4BFBF4QA12RHC3WP3DBH120PRAIRIE DROPSEED GRASSQNTY: 19PDGPDG19LGBS15LITTLE GOLDSTAR BLACKEYED SUSANQNTY: 15 + 11LGBSCABS1ROZANNE CRANESBILLQNTY: 15RCRC15RFG11RED FLAME GRASSQNTY: 11RFGDENOTES BOULDEROUTCROPPINGSLGBS11MV1 MOCHICAN VIBURNUMQNTY: 1MVDARK GREEN SPREADING YEWQNTY: 3DGSYDGSY3KFRG8K.F. FEATHER REED GRASSQNTY: 8KFRGEDGINGBC1BLACK CHOKEBERRYQNTY: 1BCSKYLINE HONEYLOCUSTQNTY: 4SHLSHL4BIG TIME HAPPY DAYLILYQNTY: 17BTHDFIRE DANCE DOGWOODQNTY: 7FDDBTHD17FDD7PHASE ILANDSCAPE PLANDESIGNED BY:A. PETER HILGER #15862I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulylicensed Architect under the laws of theState of Minnesota
PLOTTED:COMM. NO.
DRAWING NO.
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1 3 6 0 5 1 s t A v e n u e N . #1 0 0
Plymouth, MN 55441 | ae -mn.com
P 763.41 2.4000 | F 763.41 2.40 90
An de rs on E ngine ering of Mi nnesot a, L LC
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
GRJPSHAMT
6/25/2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
14727 209TH STREET
SCANDIA, MN 55073
SCANDIA HERITAGE ALLIANCE
CITY REVIEW PACKAGE
PRINT NAME:
SIGNATURE:
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.
DATE:LICENSE NO.
ADAM THIELE, PE
6/25/2021
C1
COVER SHEET
CITY OF SCANDIA, MINNESOTA
LOCATION MAP N.T.S.
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PROJECT BENCHMARK:
TNH = XXXXXXXXXXX
Sheet List Table
Sheet Number Sheet Title
C1 COVER SHEET
C2
C3 GRADING, DRAINAGE, AND EROSION CONTROL PLAN
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DETAILS
SCANDIA HERITAGE CENTER
UTILITY PLAN
PROJECT
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"48'-7 7/8"54'-8 5/8"75' WETLAND SETBACK75' WETLAND SETBACK150' ARTER
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PLOTTED:COMM. NO.
DRAWING NO.
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1 3 6 0 5 1 s t A v e n u e N . #1 0 0
Plymouth, MN 55441 | ae -mn.com
P 763.41 2.4000 | F 763.41 2.40 90
An de rs on E ngine ering of Mi nnesot a, L LC
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
GRJPSHAMT
6/25/2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
14727 209TH STREET
SCANDIA, MN 55073
SCANDIA HERITAGE ALLIANCE
CITY REVIEW PACKAGE
PRINT NAME:
SIGNATURE:
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.
DATE:LICENSE NO.
ADAM THIELE, PE
6/25/2021
C2
SITE PLAN
FUTURE BUILDING WATER TOWERBARNSTORMWATER POND
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FUTURE
TRAIL
AMPHITHEATER
(SEE ARCH DETAILS)
2
4
'
2
0
'9'24'R10R10
R6
0
STAGE
(CONCRETE PAD)
FLUSH
PAVEMENT
EDGE
PROPOSED
WETLAND
BUFFER
50'
60'
5
0
'
104'
75'
60'
PROPOSED
WETLAND
BUFFER
SPLASH PAD
TRAIL10051003
1004
1006 100010059999991001
10021
003
10041006100510041006100510061008
1
00
6
1011
1010
1
0
0
4
1
0
0
3
100
5
10
0
4 1006100710081000
1001
1002
1
0
0
0
9
99
1
0
0
1
1
0
02
1
0
0
3
1
0
0
4
1
0
0
0
9
9
9
1
0
0
1
1
0
0
2
1
0
0
3
1
0
0
4
101210031009
1005
1006
10051005
1003100310041004
10041004
1006
1006
1007
1008
1009
N
0 100'200'
PLOTTED:COMM. NO.
DRAWING NO.
----15843
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
Plymouth, MN 55441 | ae -mn.com
P 763.41 2.4000 | F 763.41 2.40 90
An de rs on E ngine ering of Mi nnesot a, L LC
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
GRJPSHAMT
6/25/2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
14727 209TH STREET
SCANDIA, MN 55073
SCANDIA HERITAGE ALLIANCE
CITY REVIEW PACKAGE
PRINT NAME:
SIGNATURE:
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.
DATE:LICENSE NO.
ADAM THIELE, PE
6/25/2021
C3
GRADING, DRAINAGE
& EROSION CONTROL
PLAN
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING SPOT ELEVATION
DRAINAGE ARROW
PROPOSED CONCRETE C&G
SILT FENCE
INLET SEDIMENT PROTECTION
ROCK CONSTRUCTION ENTRANCE
966
965
966
965
1.CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE
AND REMOVAL OF ALL APPLICABLE EROSION & SEDIMENT CONTROL
ITEMS.
2.SPECIFIED EROSION/SEDIMENT CONTROL MEASURES ARE THE
MINIMUM. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE
COURSE OF CONSTRUCTION.
3.PROPOSED SPOT ELEVATIONS ARE TO TOP OF FINISHED SURFACE
UNLESS OTHERWISE NOTED IN LEGEND.
4.TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING
UTILITIES. LOCATIONS OF UTILITIES SHOWN BASED ON SURVEY AND
AS-BUILT INFORMATION AND MAY NOT REPRESENT ACTUAL
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR UTILIZING UTILITY
LOCATES PRIOR TO STARTING ANY WORK.
CONTRACTOR NOTES
KEY NOTES
1
FUTURE BUILDING
FFE=1007.0 WATER TOWERBARNFFE=1006.5
STORMWATER POND
NWL=1002.0
OUTLET=1003.5
BOTTOM=999.0
HWL=1003.75
W
E
T
L
A
N
D
W
E
T
L
A
N
D
W
E
T
L
A
N
D
EXISTING BALLFIELD FENCE
(FOR REFERENCE)
OLIND
A
T
R
AI
L
(
C
O
R
D
3)
FILTRATION BENCH
INVERT=1002.0
1004.35
1004.95
1004.95
1005.59
1006.45
1006.40
1005.45
1006.40
1006.65
1005.00
1004.20
FUTURE
TRAIL
FUTURE
TRAIL
AMPHITHEATER
(SEE ARCH DETAILS)
1002.50
HP
1006.2
1006.5
BATHROOM SHELTER
FFE=1006.5
1006.85
1006.10
1006.10
1006.20
1006.20
1006.90
1003.60
H.P.
1006.95
1006.92
1003.00
1002.90
1009.60
1006.50
1006.50
1006.00
1006.50
1006.40
1006.65
1006.50
1007.00
R.10
0
6.
5
R.1005.9
1007.20
TRAILN
0 100'200'
PLOTTED:COMM. NO.
DRAWING NO.
----15843
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
Plymouth, MN 55441 | ae -mn.com
P 763.41 2.4000 | F 763.41 2.40 90
An de rs on E ngine ering of Mi nnesot a, L LC
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
GRJPSHAMT
6/25/2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
14727 209TH STREET
SCANDIA, MN 55073
SCANDIA HERITAGE ALLIANCE
CITY REVIEW PACKAGE
PRINT NAME:
SIGNATURE:
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.
DATE:LICENSE NO.
ADAM THIELE, PE
6/25/2021
C4
UTILITY PLAN
KEY NOTES
1
FUTURE BUILDING
FFE=1007 WATER TOWERBARNFFE=1006.5
W
E
T
L
A
N
D
W
E
T
L
A
N
D
W
E
T
L
A
N
D
OLIND
A
T
R
AI
L
(
C
O
R
D
3)
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED DRAINTILE
PROPOSED STORM INLETS
PVC CLEANOUT
INV=999.26
PVC CLEANOUT
INV=1000.00
DRAINTILE OUTLET
INV=998.0
126LF
6
"
H
D
P
E
@
1
.
0
%105LF 6" PERF.
H
DP
E
@ 0.5
%
63LF
8"
H
D
P
E
@
0.
7
%
8" FES
INV=1003.50
STORMWATER POND
NWL=1002.0
OUTLET=1003.5
BOTTOM=999.0
HWL=1003.75
15" FES
INV=999.00
POND OUTLET
RIM=1005.10
WEIR=1003.50
INV=1001.00
18LF 15" RCP @ 11.1%
24" NYLOPLAST BASIN
RIM=1006.50
INV=1003.94
PROPOSED FACILITIES TO BE SERVED BY
SANITARY SEWER CONNECTION (LOCATION
UNKNOWN, TO BE DETERMINED)
WELL (LOCATION TO BE DETERMINED)
DRAINTILE TO BE INSTALLED IN FILTRATION
TRENCH. SEE DETAIL ON SHEET C5.0.
1
2
2
3
3
24" NYLOPLAST BASIN
RIM=1005.90
INV=1004.31
53LF 8"
H
D
P
E
@ 0.7
%
PLOTTED:COMM. NO.
DRAWING NO.
----15843
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
Plymouth, MN 55441 | ae -mn.com
P 763.41 2.4000 | F 763.41 2.40 90
An de rs on E ngine ering of Mi nnesot a, L LC
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
GRJPSHAMT
6/25/2021
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
14727 209TH STREET
SCANDIA, MN 55073
SCANDIA HERITAGE ALLIANCE
CITY REVIEW PACKAGE
PRINT NAME:
SIGNATURE:
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.
DATE:LICENSE NO.
ADAM THIELE, PE
6/25/2021
C5
DETAILS
1
C5
12" FILTRATION MIX
70% SAND - 30% MNDOT GRADE 2 COMPOST
3" - 1/4" PEA GRAVEL
9" COARSE FILTER AGGREGATE
MNDOT 3149.H
7'
6" PERF. HDPE
FILTRATION BENCH
2
C5
TYPICAL BITUMINOUS PAVEMENT SECTION
2" SPWEA240 WEAR COURSE
2" SPNWB230 NON-WEAR COURSE
8" AGGREGATE BASE CLASS 5
TACK COAT
NOTE: AGGREGATE BASE SHALL CONSIST OF 100% QUARRY CRUSHED ROCK
3
C5
POND OUTLET STRUCTURE
15" RCP CL3
48" DIA. PRECAST MANHOLE SECTION
6" PRECAST TOP
R-1642 FRAME & GRATE
WEIR
4' WIDE NOTCH
ELEV=1003.5
ELEV=1001.0
ELEV=1004.5
RIM=1005.1
CLASS III RIPRAP
OUTLET PROTECTION
4
C5
CONCRETE PEDESTRIAN PAVEMENT SECTION
6" CONCRETE PAVEMENT
4" SELECT GRANULAR MATERIAL
APPROVED SUBGRADE APPROVED SUBGRADE
PERFORMANCE SPACERm #101 KITCHENETTERm #102UP35 SEATSMODELNUMBERTRADENAMEPRODUCTMATERIAL
MODELNUMBERTRADENAMEPRODUCTMATERIAL
MODELNUMBERTRADENAMEPRODUCTMATERIAL
MODELNUMBERTRADENAMEPRODUCTMATERIAL
MATERIALPRODUCTTRADENAMEMODELNUMBER
UNILITY/ELEC/PUMPRm #30373 SF MENRm #30251 SF WOMENRm #30147 SFNEW BEARING WALL STORAGERm #103NEW BEARING WALLSLIDING DOOR PANELSFURNACE MEZZANINERm #201OPEN TO BELOWDNRAILINGOPEN TO BELOWRAILING PERFORMANCE SPACERm #101 KITCHENETTERm #102UPMODELNUMBERTRADENAMEPRODUCTMATERIAL
MODELNUMBERTRADENAMEPRODUCTMATERIAL
MODELNUMBERTRADENAMEPRODUCTMATERIAL
MODELNUMBERTRADENAMEPRODUCTMATERIAL
MATERIALPRODUCTTRADENAMEMODELNUMBER
UNILITY/ELEC/PUMPRm #30373 SF MENRm #30251 SF WOMENRm #30147 SFNEW BEARING WALL64 SEATS STORAGERm #103NEW BEARING WALLSLIDING DOOR PANELS PERFORMANCE SPACERm #101 KITCHENETTERm #102UPMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIALMATERIALPRODUCTTRADENAMEMODELNUMBER UNILITY/ELEC/PUMPRm #30373 SF MENRm #30251 SF WOMENRm #30147 SFNEW BEARING WALL STORAGERm #103NEW BEARING WALLSLIDING DOOR PANELS36 SEATSRYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet No.:SCANDIA HERITAGE ALLIANCEP.O. BOX 159SCANDIA, MN 55073SHEET TITLE:Drawn By:VJHProject Architect:Drawing History/Revisions:Drawing Date:Checked By:APH06.25.2021A. PETER HILGER #15862I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulylicensed Architect under the laws of theState of MinnesotaA. PETER HILGER, AIA2021 RYLAUR, LLCCA101WATER TOWER BARNFLOOR PLANS24'-6"27'-0"25'-0"32'-512"27'-0"32'-512"25'-0"8'-1"8'-6"EQ.EQ.4'-0"
4'-0"3MAIN FLOOR PLANSCALE: 3/16" = 1'-0"POSSIBLYRE-STRUCTURETO ELIMINATETHIS COLUMNWELL EXHIBITPLEXI-GLASSOPENING INCEILING ABOVE TOSECOND FLOORSLIDING BYPASSBARN DOORS2MAIN FLOOR PLAN - OPTIONAL LAYOUT #2SCALE: 3/16" = 1'-0"1MAIN FLOOR PLAN - OPTIONAL LAYOUT #1SCALE: 3/16" = 1'-0"4MEZZANINE FLOOR PLANSCALE: 3/16" = 1'-0"PLEX-GLASSFLOOR TO SEEWOOD TANKABOVESCANDIA WATER TOWERBARN HERITAGE CENTEROLINDA TRAILSCANDIA, MN 55073FROSTED WINDOWGLAZINGOUTDOOR DRINKINGFOUNTAIN & BOTTLE FILLERPRESENTATIONSEATINGARRANGEMENTSHOWNBANQUETSEATINGARRANGEMENTSHOWNCONFERENCESTYLE SEATINGARRANGEMENTSHOWN
Bottles saved
Filter status
RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet No.:SCANDIA HERITAGE ALLIANCEP.O. BOX 159SCANDIA, MN 55073SHEET TITLE:Drawn By:VJHProject Architect:Drawing History/Revisions:Drawing Date:Checked By:APH06.25.2021A. PETER HILGER #15862I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulylicensed Architect under the laws of theState of MinnesotaA. PETER HILGER, AIA2021 RYLAUR, LLCCA102WATER TOWER BARNEXTERIOR ELEVATIONS& RENDERINGSSCANDIA WATER TOWERBARN HERITAGE CENTEROLINDA TRAILSCANDIA, MN 550731NORTH ELEVATIONSCALE: 1/8" = 1'-0"GLASS WALL BEHINDSLIDING DOORS2WEST ELEVATIONSCALE: 1/8" = 1'-0"3SOUTH ELEVATIONSCALE: 1/8" = 1'-0"4EAST ELEVATIONSCALE: 1/8" = 1'-0"ANORTH ELEVATIONBVIEW FROM WETLAND TRAILCSOUTH ELEVATIONDPHASE I OVERVIEW SITE PLANEEAST ELEVATIONFWEST ELEVATIONGVIEW FROM AMPITHEATER STAGEHVIEW FROM OBSERVATION DECK TOWARDS PLAZAIVIEW OF PLAZA AND SPLASH PAD AREA
FIRE SPRINKLERFD CLASSROOMRm #107488 sf STORAGERm #109200 sf OPEN SPACERm #1041407 sf786 sf Seating + 607
sf Manuvering STAGERm #103400 sf KITCHENRm #105208 sf GIFT SHOPRm #100240 sf AV CLSTRm #10210 sf HALL ARm #106139 sf STAIRSRm #20072 sf SIDE ENTRYRm #11078 sfUTILITYRm #11154 sf CLOSETRm #10825 sf CLOSETRm #10123 sfOVERHEAD DOOR
INFO BOARD
PICK UPWINDOWRYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet No.:SCANDIA HERITAGE ALLIANCEP.O. BOX 159SCANDIA, MN 55073SHEET TITLE:Drawn By:VJHProject Architect:Drawing History/Revisions:Drawing Date:Checked By:APH06.25.2021A. PETER HILGER #15862I hereby certify that this plan, specification,or report was prepared by me or under mydirect supervision and that I am a dulylicensed Architect under the laws of theState of MinnesotaA. PETER HILGER, AIA2021 RYLAUR, LLCCA111ARTS CENTERCONCEPTUALFLOOR PLAN &RENDERINGS1ARTS CENTER CONCEPTURAL FLOOR PLAN - FUTURE BUILDING = 3865 SFSCALE: 3/16" = 1'-0"SCANDIA WATER TOWERBARN HERITAGE CENTEROLINDA TRAILSCANDIA, MN 550732ARTS CENTER CONCEPTUAL RENDERINGSSCALE: N.T.S.REARLEFTRIGHTFRONT21'-0"22'-4"20'-8"10'-0"7'-0"10'-10"24'-4"10'-10"14'-0"
7'-0"10'-4"25'-4"10'-4"14'-0"
67'-0"83'-0"10'-0"20'-8"22'-4"21'-0"9'-0"6'-10"ARTS CENTER PLAN& RENDERINGS"FOR CONCEPTUALPURPOSES ONLY"
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
SP0.1
SITE DESIGN SET
COVERSHEET
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 VICINITY MAP
SCALE: 1" = 100'-0"
SCANDIA HERITAGE ALLIANCE
O L I N D A
T R A I LN O R T H2 0 9 t h S T R E E T N O R T H
W E T L A N D
W E T L A N D New T-ball
Rec Field
Gammelgarden
Link
New Safe Crossing
Gateway
Trail
Link
SHEET INDEX
Landscape Design
Client
ABRAHAMSON NURSERIES
DAN SANDAGER
20021 ST. CROIX TRAL N.
SCANDIA, MN 55073
P: 651-783-6484
Email: Daniel.sandager@gmail.com
SCANDIA HERITAGE ALLIANCE
SUSAN RODSJO
P.O. BOX 159
SCANDIA, MN 55073
P: (651) 233-0267
Email: susan.rodsjo@gmail.com
Architect
RYLAUR, LLC
A. PETER HILGER, AIA
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612-868-3636
Email: philger@rylaur.com
Survey
LANDMARK SURVEYING, INC.
MILO HORAK, L.S.
21070 OLINDA TRAIL NORTH
PO BOX 65
SCANDIA, MN 55073
P: 763-433-3421
Email: milo@landmarksurveying.us
CONSULTANT INDEX
Architectural Sheets
SP 0.1 SITE DESIGN SET COVERSHEET
SITE DESIGN LEGEND
1 RESTORED WATER TOWER BARN
2 AMPHITHEATER
3 LANDSCAPE BERM
4
5
PARKING LOT (31 Vehicles)
6 WETLAND TRAIL LINK
8
10
OVERLOOK DECK #2
11
HAND PUMP WATER SOURCE
12 PORTA-POTTY OUTDOOR TOILETS
13
STAGE
14 STONE BENCHES
Civil Engineer
ANDERSON ENGINEERING
ADAM THIELE, PE
13603 1st AVE. N., SUITE 100
PLYMOUTH, MN 55441
P: 763-412-4067
Email: athiele@ae-mn.com
SCANDIA WATER TOWER BARN & STABLE
HERITAGE CENTER RE-CONSTRUCTION
OLINDA TRAIL - SCANDIA, MN
1
2
3
4
NORTH TRAIL LINK
7
9
OVERLOOK DECK #1
5
6
10
9
7
8
STAGE ACCESS DRIVEWAY
SOUTH TRAIL LINK
11 12
12
13
15
14
15 SPLASH PAD
18
16 PLAZA
17 FRONT CONCRETE SIDEWALK 16
18 RAIN GARDEN
17SP 1.1 MASTER SITE PLAN
SP 2.1 OVERALL SITE PLAN
SP 3.1 PLAZA SITE PLAN
SP 3.2 PLAZA SITE DETAILS
SP 3.3 PLAZA SITE DETAILS
SP 4.1 AMPHITHEATRE SITE PLAN
SP 4.2 AMPHITHEATRE LAYOUT
SITE DESIGN SET
11.26.2024
N00°56'45"E375.90S15°07'30"W154.30N89°03'15"W
581.84110.00
N00°56'45"E75757575
SECTION
#
2
=
1
3
2
O
C
C
SECTION #1 = 132 OCC
ROW D2 = 38
8
"
/
2
4
"
=
1
6
O
C
C
ROW C2 =
4
4
9
"
/
2
4
"
=
1
8
O
C
C
ROW B2 =
4
2
5
"
/
2
4
"
=
1
7
O
C
C
ROW A2 = 4
0
2
"
/
2
4
"
=
1
6
O
C
C
LAWN = 392"
/
2
4
"
=
1
6
O
C
C
ROW D1 =
38
8" /
24
" =
16
O
CC
ROW C1
=
4
49"
/ 2
4"
=
1
8
OC
C
ROW B
1
=
42
5" /
2
4
"
=
1
7 O
C
C
ROW
A
1
= 4
02
"
/
2
4"
=
1
6
OC
C
1HC + 1
=
2
1HC +
1
=
2
LAWN = 368"
/
2
4
"
=
1
5
O
C
C
LAWN = 3
68
" /
24"
=
15
OC
C
1
2
3
4
5
6
6
5
4
3
2
1
ROW E2 = 34
2
"
/
2
4
"
=
1
4
O
C
C
ROW E1
= 3
42"
/ 2
4"
= 1
4 O
CC
FOW F2 = 432"
/
2
4
"
=
1
8
O
C
C
ROW F
1
=
43
2" /
24
" =
18
O
CC
1
2
3
4
FRONT
L
AW
N =
39
5"
/ 2
4"
=
1
6 O
CC
FRONT LAWN
=
3
9
5
"
/
2
4
"
=
1
6
O
C
C
1 MASTER SITE PLAN
SCALE: 1" = 50'-0"W E T L A N DW
E
T
L
A
N
DRAIN GARDENR
A
I
N
G
A
R
D
E
NT R A I LO L
I
N
D
A
W
E
T
L
A
N
D
OVERLOOK AREA
ATOP KNOLL
BY CITY
BOAR
D
W
A
L
K OPTION
:
EXTEND
PUBL
ICSIDEWALK
ALONG
OAK
H
ILL
RD
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
SP1.1
MASTER SITE PLAN
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
SPLASH PAD: Install splash pad
Refer to 1/SP3.1 & Sheet SP3.3
SITE PLAN KEYNOTES
1
WATER FEATURE: Splash pad creek to
provide drainage from splash pad into rain
garden - Refer to 1/SP3.1
4
35
PARKING LOT:
Install asphalt parking lot
Refer to 1/SP2.1 & 1/SP3.1
RECONSTRCUTED BARN: Stable & Water
Tower Barn structure to be re-assembled &
erected on top of new ICF basment foundation
Refer to 1/SP3.1 & Architectural plan set
PORTABLE TOILET: By SHA
Outdoor Porta-Potty Trailer
Refer to 1/SP3.1 & 1/SP4.1
DRIVE: Install asphalt drive lane down to
stage for truck access.
Refer to 1/SP4.1
STAGE: Raised Conc Pedestal Stage. Setup
for future bandshell (Shown Dashed) Rough in
electrical to stage. Make HC accessible
Refer to Sheet SP4.1 & SP4.2
TRAIL: Construct south portion of trail linkage
as 8'-0" wide crushed limestone
Refer to 1/SP2.1
AMPHITHEATRE: Concrete seating, steps
and stage area to be under separate design
See A/SP4.2 for General Reference
OVERLOOK DECK: Construct (2) decks
overlooking wetland area
Refer to 1/SP3.1 & 1/SP3.2
FOOD TRUCKS: Food Truck Parking -
Install water line & electric power
GATEW
A
Y
T
R
A
I
L
L
I
N
K
2
BERM
2
3
3
4
5
PRIVACY FENCE: Install 8'-0" tall double
plane welded wire fabric living screen wall
fence at plaza toilets & food truck - Rough in
electrical to fence line
6
5
6
7
7
8
8
9
9
10
10
11
11
11
12
12
13 BACK STAGE RAMP: Concrete ramp from
drivewy up to stage elevation
Refer to 1/SP4.1
14 TRAIL: Construct wetland view portion of
asphalt trail along east side of water tower barn
Refer to 1/SP2.1 & SP3.1
15
BERM: Mound grade around north west
corner of splash pad to buffer from parking
lot - provide view into west weland meadow
Refer to 1/SP2.1 & SP3.1
15
16
ENTRANCE SIGN & BERM:
Install "Scandia Heritage Center" sign within
Native American Landscaping Berm - Refer to
1/SP2.1 & 1/SP3.1 & Landscape Design
16
17
YARD:
Native prairie grasses
17
17
18
SCULTURE YARD:
Open Yard Area for Scuplture Istallation
18
19
PLAZA:
Fine grey trap rock yard & plaza trees. Install
steel edging around perimeter and cast iron
Neenah tree grates with uplighting
20
SIDE STAGE AREA:
Hardscape adjacent to stage
for theatre area toilets
20
26
19 PLAZA
30
17
17
17
21 LANDSCAPE PLANTING BED:
Landscaped bed area w/plantings
Refer to Landscape design plans
21
21
21
21
21
17
21
17
22
STEEL BOLLARDS:
(4) Bollards in conc. sidewalk to prohibt
vehicle traffic
Refer to 1/SP3.1
23
INTERPRETIVE TRAIL:
5'-0" wide crushed limestone meandering trail
thru landscaped area
Refer to 1/SP4.1
22
23
24
ACCESS AISLE:
Handicapped Accessible Access aisle from
parking lot to front sidewalk
Refer to 1/SP3.1
1
24
25
LANDSCAPE ISLAND:
Curbed parking lot island w/Landscaping
Refer to Landscape design plans
26
SCULPTURE ENTRY ARCH:
Archway Scuplture Installation at entrance to
Amphitheatre - Rough in electrical to scuplture
base - Refer to 1/SP4.1
27
STONE BENCH: Limestone block benches
(19) Shown - Exact bench design T.B.D.
Refer to 1/SP3.1 & B/SP3.2
27
28
SURMOUNTABLE CURB:
Cubline along (7) east parking stalls to be
driveover / surmountable edge w/wheel stops
Refer to 1/SP2.1
28
29 ARTOWRK BIKE RACKS:
Dero Brand "Helix" or similar bicycle rack
(2) locations - Refer to 1/SP3.1, 1/SP4.1 &
C/SP3.2
29
38
SETBACK ENCROACHMENT: (355 sf)
Wetland setback encroachment building
area shown hatched as =
30
HAND PUMP:
Water well hydrant w/hand pump
31 COURTYARD:
Fine grey trap rock yard & plaza trees. Install
steel edging around perimeter and cast iron
Neenah tree grates with uplighting
31
17
29
17
17
32 PEDESTRIAN RAMP:
Provide ADA compliant pedestrian ramp
32
33 CURB EDGE:
Along north parking row, install 18" wide flat
conc. curb edge
34 BOULDER EDGING:
2'-0" wide river cobbles over filter fabric
surface drainage edge
35 LIGHT POLE:
25''-0" high LED low cutoff light pole
Quantity = (3)
33
25
34
36 SPLASH PAD PERIMETER:
7'-6" wide Colored Conc. perimeter
around splash pad
36
37 NO PARKING SIGN:
Stripe off end stall & install
"No Parking" sign at head of stall
37
38 CONC. PAD:
Install 2'-0" x 2'-0" concrete pad
for trailer hitch support surface
21
LEGEND
CRUSHED LIMESTONE TRAIL, 8'-0" wide
BITUMINOUS TRAIL SECTION
GATEWAY TRAIL LINK
CONNECTION TO PARKING / TRAIL SYSTEM
BOARDWALK / FLOATING WALKWAY
BITUMINOUS PAVEMENT
AMPHITHEATRE HARDSCAPE
CRUSHED TRAP ROCK, GREY
CONCRETE SIDEWALK
CRUSHED LIMESTONE
14
35
35
39
40
TRAIL INFO SIGN:
Interpretive sign FOB, installed by G.C.
Refer to 1/SP4.1 (Quantity = 6)
5
13
41
WETLAND INFO SIGN:
Interpretive sign FOB, installed by G.C.
Refer to 1/SP4.1 (Quantity = 3)
42
LIGHT BOLLARD:
Light Bollards (Qnty = 4) inside of 6" high
granite curbed planter areas at front walk
Shown on plans as
WETLAND
BOARDWALK
CONSTRUCTED
UNDER SEPARATE
CONTRACT
PUBLIC
SIDEWALK
INSTALLED BY
CITY OF SCANDIA
39
LANDSCAPE BOLLARD:
Light Bollard among various landscape areas
(Qnty = 12) Shown on plans as
Refer to 1/SP4.1
43
TREE LIGHTING:
Uplighting within Plaza tree grates
(Qnty = 10) Shown on plans as
Refer to 1/SP4.1
40
41
42
43
44
OUTDOOR CONTROLS PLATFORM:
Stone Platform for Drinking Fountain, Splash
Pad Controls, & Landscape Irrigation &
Hose Bib - Refer to 1/SP3.1
45
GREY WATER STORAGE TANK:
Underground grey water storage tank admits
barn greywater, roof drains & splash pad
drainage, used for landscape irrigation.
Overflow to rain garden
(Shown as blue oval on plan)
Refer to 1/SP3.1
44
45
75757575
SECTIO
N
#
2
=
1
3
2
O
C
C
SECTION #1 = 132 OCCROW D2 = 3
8
8
"
/
2
4
"
=
1
6
O
C
C
ROW C2
=
4
4
9
"
/
2
4
"
=
1
8
O
C
C
ROW B2 =
4
2
5
"
/
2
4
"
=
1
7
O
C
C
ROW A2
=
4
0
2
"
/
2
4
"
=
1
6
O
C
C
LAWN = 3
9
2
"
/
2
4
"
=
1
6
O
C
C
ROW D1 = 38
8" / 24" = 1
6
O
C
C
ROW C1 = 44
9" / 2
4" = 18 OCC ROW B1 = 425" / 24
"
=
17
O
C
C
ROW A1
=
402" / 24"
= 1
6
O
C
C
1HC +
1
= 2
1HC +
1
=
2
LAWN = 36
8
"
/
2
4
"
=
1
5
O
C
C
LAWN = 368" / 2
4" = 15 OCC
1
2
3
4
5
6
6
5
4
3
2
1
ROW E2 = 3
4
2
"
/
2
4
"
=
1
4
O
C
C
ROW E1 = 342" / 24" = 14 OCC
FOW F2 = 4
3
2
"
/
2
4
"
=
1
8
O
C
C
ROW F1 = 432" / 24" = 18 OCC
1
2
3
4
FRONT LAWN = 395" / 24" = 16
O
CC
FRONT LA
W
N
=
3
9
5
"
/
2
4
"
=
1
6
O
C
C
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
SP2.1
OVERALL SITE PLAN
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
SITE STATISTICS
TOTAL PARCEL AREA FOR CITY OF SCANDIA
TOTAL USE AREA FOR SCANDIA HERITAGE CENTER
AREA SF PERCENTAGE
20.86 Acres
273,897 SF
6.28 Acres
100% SHA Use Area
(30% of Entire Parcel)
BUILDING SETBACK SUMMARY
BUILDABLE AREA INSIDE
OF 75ft SETBACK LINE
YARD SPACE WITHIN SETBACKS
SF PERCENTAGE
50,357 SF
105,368 SF
(Land In-between
Wetland Delineation
& Setback Line)
AREA
38.47 %
(TOTAL SETBACK ENCROACHMENT
OF STRUCTURAL BUILDINGS = .013%)
18.39 %
1 OVERALL SITE PLAN
SCALE: 1" = 30'-0"W E T L A N DW
E
T
L
A
N
D
W E T L A N D
STAGEPARKI
N
G L
OT
AMPHITHEATRE
PLAZAS.
PAD
W.T.
BARN
HIGHWAY
EASEMENT
PHASE I
BOUNDARY
LINE
273,897 sf
6.28 AcresRAIN GARDENR
A
I
N
G
A
R
D
E
N
T R
A
I
L
O L
I
N
D
A
BUILDING
SETBACK
BUILDING
SETBACK
SP3.1
1
BOARDWALK
2
0
'
-
0
"
2
4
'
-
0
"
2
0
'
-
0
"
R60'-0"
20'-0"24'-0"
9'
9'9'63'-0"9'85'-5"181'-138"52'-9"75'-0"DECK1DECK2TR
A
I
LCITY WALKASPHALTSP4.1
1
713
THIS STALL
18'-8 1
2"
LONG
11
BERM
EXISTING
FENCE LINE
FOR REFERENCE
EXISTING
FENCE LINE
FOR REFERENCE
EXISTING
FENCE LINE
FOR REFERENCE
EGRESS
WINDOW WELL
ASPHALT9'81'-
0"
6'
PARKING
HANDICAP STALLS (2) Stalls
STANDARD STALLS (29) Stalls
TOTAL PARKING (31) Stalls
Stall Type Quantity
IMPERVIOUS AREA
TOTAL
IMPERVIOUS AREA
WATER TOWER BARN FND =1,640 sf
CONC STOOPS = 56 sf
WINDODW PIT WALL = 22 sf
CONC. WALK / FLATWORK = 3,776 sf
PARKING LOT BOULDER EDGE = 238 sf
PARKING LOT = 11,543 sf
SPLASH PAD = 706 sf
BORDER AT SPLASH PAD = 806 sf
CONCRETE STAGE = 1,152 sf
TOILET HARDSCAPE (Stage)= 373 sf
STONE BENCHES = 190 sf
CONTROL PLATFORM = 10 sf
WETLAND ASPHALT TRAIL = 2499 sf
ASPHALT DRIVE TO STAGE =1816 sf
HARDSCAPE = 177 sf
AMPHITHEATRE CENTER AISLE = 356 sf
AMPHITHEATRE FRONT STAGE WALK = 316 sf
AMPHITHEATRE BENCH & STEPS =1,256 sf
AMPHITHEATRE STAGE RAMP = 130 sf
TOTAL IMPERVIOUS = 27,062 SF
ACERAGE PERCENTAGE
.62 Acres
AREA
9.88 %
SF
27,062 SF
PERMEABLE AREA
TOTAL
PERMEABLE AREA
OVERLOOK DECK #1 = 473 sf
OVERLOOK DECK #2 = 550 sf
PLAZA =7,512 sf
LANDSCAPED PLANTING AREAS =1,732 sf
EGRESS PIT = 25 sf
RAIN GARDEN = 9,282 sf
INTERPRETIVE TRAIL = 774 sf
SOUTH TRAIL LINK = 1971 sf
FRONT YARD/FRONTAGE = 14,593 sf
EAST YARD = 36,333 sf
WEST YARD = 49,822 sf
AMPHITHEATRE EAST YARD = 2,037 sf
AMPHITHEATRE WEST YARD = 2523 sf
AMPHITHEATRE GRASS WALK =1,036 sf
WEST WETLAND AREA = 109,533 sf
EAST WETLAND AREA = 8,639 sf
TOTAL IMPERVIOUS = 246,835 SF
ACERAGE PERCENTAGE
5.66 Acres
AREA
90.12 %
SF
246,835 SF
WETLAND AREA ON PROPERTY 118,172 SF 43.14 %
PROPERTY 273,897 SF 100 %CONC WALK
ROW D
2
=
3
8
8
"
/
2
4
"
=
1
6
O
C
C
ROW C
2
=
4
4
9
" /
2
4
"
=
1
8
O
C
C
ROW
B
2
=
4
2
5
"
/
2
4
"
=
1
7
O
C
C
1HC
+
1
=
2
1
2
3
4
5
6
ROW E2
=
3
4
2
"
/
2
4
"
=
1
4
O
C
C
FOW F2
=
4
3
2
"
/
2
4
"
=
1
8
O
C
C
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
SP3.1
PLAZA SITE PLAN
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 PLAZA SITE PLAN
SCALE: 1/8" = 1'-0"52'-9"3'-0"32'-0"12'-0"28'-0"5'-4"
33'-3"
5'-0"
19'-0"
18'-73
8"
5'-93
8"BUFFER BERM BETWEEN PARKING LO T
& SPLASH PAD w/VIEWS OF WEST M EAD O W
PERIMETER LANDSCAPING B
U
F F E R
WHEEL CURB
STOPS ALONG
THESE (7) STALLS
w/SURMOUNTABLE
CURB EDGE
STRIPED
PAVEMENT
HANDICAP
PARKING SIGN
IN PLANTER
(4) CONC. FILLED
STEEL BOLLARDS
AS SHOWN
BIKE RACK
SEE C/SP13.2
BIKE RACK
SEE C/SP13.211'-0"16'-0"8'-0"12'-0"14'-0"22'-6"9'-6"
CONC.
BORDER
HANDICAP ACCESSIBLE
PORTABLE TOILET
ON TRAILER - BY SHA
PLAZA TREES
IN METAL GRATE
w/TREE UPLIGHTING
SEE B/SP3.2
LIMESTONE
BLOCK BENCHES
REFER TO B/SP3.2
30 ft dia. SPLASH PAD
SEE SHEET SP3.3
45 ft dia. PERIMETER SPLASH PAD H A R D S C A P E
PER CIVIL PLANS
CREEK WATER
FLOW PER
CIVIL
SCULPTURE YARD
REQ'D UTILITIES
TO BE VERIFIED
INTERPRETIVE TRAILSEE SHEET S
P
4
.
1
FOR ENLARG
E
D
AMPHITHEAT
R
E
P
L
A
N
CATWALK BETWEEN
HARDSCAPE & WETLAND
OBSERVATION DECK
(2) LOCATIONS
1
SP3.2
SP3.2
WOOD FRAMED
WETLAND
OBSERVATION DECK
(2) LOCATIONS
1
COURTYARD
DECK #1
DECK #2
WELL PIT
w/GLASS
OBSERVATION
ROOF
WINDOW
WELL
EGRESS PIT
SLIDING BARN
DOORS w/GLASS
BACKUP FACADE
25'-0" TALL LED
LOW CUTOFF
LIGHT POLE
STRIPED HANDICAP
PARKING
ACCESS AISLE
90'-0"
C
U
R
B 27'-0" S
U
R
M
O
U
N
T
A
B
L
E
C
U
R
B 14'-3
3 8 " CUR
B 8'-338"CURBSURMOUNTABLE CURB2
0
'
-
0
"
U
.N
.O
.
9'-0"
min typ
LANDSCAPED
ISLAND
FOOD
SERVICE VENDOR
PROVIDE WATER
& ELECTRICAL
BUTTERFLY
BENCH - SEE
D/SP3.2
65'-0"
24'-9"
5'-6"
27'-0"
17'-7"
12'-0"
DOWN TO
STAGE AREA
SEE SP4.1
LIMESTONE
BLOCK BENCHES
REFER TO B/SP3.2
REFER TO LANDSCAPE
DESIGN PLANS FOR
ALL VEGETATION
PARAMETERS & LOCATIONS 18'-0"WATER TOWER
BARN & STABLE
SPLASH PADRAIN GARDEN
TOILETS
PARKING LOT
ASPHALT
ASPHALT
TRAIL
PAVER HARDSCAPE
IN PLAZA AREA
ASPHALT
DRIVE
6'
-
0
"
NO PARKING
SIGN ON
BOLLARD POST
6" high GRANITE CURB
w/LIGHT BOLLARDS &
LANDSCAPE PLANTING
AREA INSIDE
(4) LOCATIONS
6" high
WALKFACE
CURB
2'-0" x 2'-0"
CONC. PAD
FOR TRAILER
HITCH SUPPORT
WATER WELL
HYDRANT w/
HAND PUMP
SEE B/SP3.2
PLAZA
LANDSCAPE LIGHTING
BOLLARD AS SHOWN, TYP.
SCUPTURE ARCHWAY
ELEMENT AT
ENTRANCE TO
AMPHITHEATRE33'-3"LANDSCAPE LIGHTING
BOLLARD AS SHOWN, TYP.
TREE UPLIGHTING
AS SHOWN, TYP.
BLUE OVAL INIDCATES APPROX
LOCATION OF GREY WATER
STORAGE TANK WHICH ADMITS BARN
GREY WATER, ROOF DRAINS
& SPLASH PAD AND USED FOR
LANDSCAPE IRRIGATION.
OVERFLOW TO RAIN GARDEN
STONE PLATFORM FOR DRINKING
FOUNTAIN, SPLASH PAD CONTROLS
& LANDSCAPE IRRIGATION CONTROLS
PLUS A HOSE BIB
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
SP3.2
PLAZA SITE DETAILS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 WETLAND OBSERVATIOIN OVERLOOK DECK PLAN
SCALE: 3/8" = 1'-0"
A OVERLOOK DECK RENDERING
SCALE: N.T.S.B PLAZA RENERING
SCALE: N.T.S.
C BIKE RACK
SCALE: N.T.S.D BUTTERFLY BENCH
SCALE: N.T.S.
7'-6"10'-0"7'-6"2'-0"14'-7"16'-7"25'-0"
385 SQ DECK
42" high ALUMINUM
DECK GUARDRAIL
w/CABLE RAIL
A
SP3.2
REFER TO 1/SP3.2 FOR DECK CONFIGURATION
15'-43
4" wide CATWALK
2" x 2" SLAT
BENCH
& FRAME
1'-6"1'-0"7'-218"2" x 2" SLAT
BENCH
& FRAME
4" x 4" WOOD
SUPPORT POSTS
SHOWN DASHED1'-0"12'-1"1'-6"2'-6"
6'-6"6'-6"
2'-6"SEE 1/SP3.1PROVIDE ARTWORK BIKE RACKS AT
(2) DIFFERENT LOCATIONS PER 1/SP3.1
EXACT BIKE RACK TO BE DETERMINED
SHOWN: HELIX RACK BY DERO
DONATED METAL BUTTERFLY BENCH
EXACT LOCATION TO BE DETERMINED
PLAZA TREES IN METAL GRATE
GRATE STYLE TO BE DETERMINED
WATER HYDRANT
HAND PUMP TO BE
LOCATED ON SOUTH
EDGE OF PLAZA
SEE 1/SP3.1
LIMESTONE BLOCK BENCHES THROUGHOUT
PLAZA - SEE 1/SP1.1 (13) SHOWN
EXACT DESIGN TO BE DETERMINED
385 SQ DECK
42" high ALUMINUM
DECK GUARDRAIL
w/CABLE RAIL
2" x 2" SLAT
BENCH
& FRAME
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
SP3.3
PLAZA SITE DETAILS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 SPLASH PAD
SCALE: 3/8" = 1'-0"
A RENDERING
SCALE: N.T.S..
SPLASH PAD
30'-0" DIAMETER SPLASH PAD
45'-0" dia. PERIMETER HARDSCAPE AROUND SPLASH
PAD TO BE COLORED CONC. (NOT SHOWN HERE)
REFERENCE 1/SP3.1
50'-3 5/8"1
0
0
0
SECTIO
N
#
2
=
1
3
2
O
C
C
SECTION #1 = 132 OCCROW D
2
=
3
8
8
"
/
2
4
"
=
1
6
O
C
C
ROW C
2
=
4
4
9
" /
2
4
"
=
1
8
O
C
C
ROW
B
2
=
4
2
5
" /
2
4
"
=
1
7
O
C
C
ROW A
2
=
4
0
2
" /
2
4
"
=
1
6
O
C
C
LAWN
=
3
9
2
" /
2
4
"
=
1
6
O
C
C
ROW D1 = 388" / 24" = 16 OCCROW C1 = 449" / 24" = 18 OCC ROW B1 = 425" / 24" = 17 OCC ROW A1 = 402" / 24" = 16 OCC1HC + 1 = 2
1HC
+
1
=
2
LAWN
=
3
6
8
"
/
2
4
"
=
1
5
O
C
C
LAWN = 368" / 24" = 15 OCC1
2
3
4
5
6
6
5
4
3
2
1
ROW E2
=
3
4
2
"
/
2
4
"
=
1
4
O
C
C
ROW E1 = 342" / 24" = 14 OCCFOW F2
=
4
3
2
"
/
2
4
"
=
1
8
O
C
C
ROW F1 = 432" / 24" = 18 OCC1
2
3
4
45'-3 5/8"FRONT LAWN = 395" / 24" = 16 OCCFRONT
L
A
W
N
=
3
9
5
"
/
2
4
"
=
1
6
O
C
C
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
SP4.1
AMPHITHEATRE SITE PLAN
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 AMPHITHEATRE SITE PLAN
SCALE: 1/8" = 1'-0"
W E T
L
A
N
DEDG
E
O
FINTERPRETIVE TRAI
L
SCULPTURE YARD
REQ'D UTILITIES
TO BE VERIFIED
SEE SHEET SP3.1 FOR ENLARGED
PLAZA PLAN
PROVIDE ASPHALT
DRIVEWAY
DOWN TO
AMPHITHEATRE
STAGE & TOILET
AREA
LIMESTONE
BLOCK BENCHES
REFER TO B/SP3.2
REFER TO LANDSCAPE
DESIGN PLANS FOR
ALL VEGETATION
PARAMETERS
& LOCATIONS
4
5
'
-
0
"± 29'-2"± 29'-2"
2
7
'
-
7
"
REFER TO CIVIL PLANS
FOR ALL GRADING &
UTILITY PARAMETERSSCUPTURE ARCHWAY
ELEMENT AT ENTRANCE
TO AMPHITHEATRE
±5'±2'16'-0"
ASPHALT TR
A
I
L
C
R
U
S
H
E
D
L
I
M
E
S
T
O
N
E
T
R
A
I
L
STAGE
TOILETS
CONC.
CATWALK BETWEEN
HARDSCAPE & WETLAND
OBSERVATION DECK
(2) LOCATIONS
SEE 1/SP3.1 & 1/SP3.2
WATER WELL HYDRANT w/
HAND PUMP - SEE B/SP3.2
EXACT SIZE & STYLE OF
LIMESTONE BENCH T.B.D.
SEE SHEET SP3.1 & SP3.3
FOR SPLASH PAD INFO
P A V E M E N T E D G EDECK #2
PAVER
HARDSCAPE
ASPHAL
T
TOILET AREA CONIFER
SCREENING TREE
CRUSHED
LIMESTONE TRAIL
DONATED BUTTERFLY
BENCH - SEE D/SP3.2
FUTURE AMPHITHEATRE
STRUCTURE SHOWN
DASHED33'-3"14'-7"
± 11'-7"
HANDICAP
ACCESSIBLE
PORTABLE
TOILETS ON
TRAILER
By SHA
PAVER
HARDSCAPERAMPLANDSCAPE
LIGHTING
BOLLARD
(Shown Typ)
INTERPRETIVE SIGNS
ALONG THIS TRAIL
AS SHOWN - SEE SP1.1
INTERPRETIVE SIGNS
ALONG THIS TRAIL
AS SHOWN - SEE SP1.1
4'-9"4'-9"5'-0"4'-9"4'-9"
Lawn at
Grade
ADA Walkway
From Plaza to T/Amphitheatre Seating
Plaza
Landscape Berm
Performance Stage
Tiered Riser
Amphitheatre Seating
6'-0"2
1
4'-9"5'-0"
3
4
56
4'-9"
Front
Lawn
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
SP4.2
AMPHITHEATRE LAYOUT
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
97'-9"
1 ENLARGED AMPHITHEATRE SIGHT LINE DIAGRAM
SCALE: 3/8" = 1'-0"
A AMPHITHEATRE RENDERING
SCALE: N.T.S.
CONTINUOUS LIMESTONE
BENCH PLATFORM MULTIPLE TIERS
AS SHOWN ON 1/SP4.1
STAGE PLATFORM
EXACT PAVER
HARDSCAPE T.B.D.
LANDSCAPE/RETAINING WALL AS NEEDED
AT TOP HANDICAP PLATFORM AREA
Wheelchair
Seating
LIMESTONE STEPS
AS SHOWN & PER
1/SP4.1
EXACT SIDEWALK
HARDSCAPE T.B.D.
GRASSY AREAS
BETWEEN
BENCH TIERS
CONTI
N
U
O
U
S
L
I
M
E
S
T
O
N
E
B
E
N
C
H
T
I
E
R
S
LANDSCAPE BERM BUFFERING
PER LANDSCAPE DESIGN PLANS
SEE 1/SP4.1 FOR
ASPHALT DRIVE
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
G101
ARCHITECTURAL DESIGN SET
COVERSHEET
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
SCANDIA HERITAGE ALLIANCE
SHEET INDEX
Architectural Sheets
G101 ARCHITECTURAL DESIGN SET COVERSHEET
SCANDIA WATER TOWER BARN & STABLE
HERITAGE CENTER RE-CONSTRUCTION
OLINDA TRAIL - SCANDIA, MN
G102 SCHEDULES
A100 FOOTING & FOUNDATION PLAN
A101 LOWER LEVEL BASEMENT FLOOR PLAN
A102 MAIN LEVEL BARN FLOOR PLAN
A103 UPPER LEVEL MEZZANINE BARN LOFT PLAN
A104 WATER TANK ROOM FLOOR PLAN
A105 FLOOR PLAN SEATING LAYOUTS
ARCHITECTURAL DESIGN SET
11.26.2024
Landscape Design
Client
ABRAHAMSON NURSERIES
DAN SANDAGER
20021 ST. CROIX TRAL N.
SCANDIA, MN 55073
P: 651-783-6484
Email: Daniel.sandager@gmail.com
SCANDIA HERITAGE ALLIANCE
SUSAN RODSJO
P.O. BOX 159
SCANDIA, MN 55073
P: (651) 233-0267
Email: susan.rodsjo@gmail.com
Architect
RYLAUR, LLC
A. PETER HILGER, AIA
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612-868-3636
Email: philger@rylaur.com
Survey
LANDMARK SURVEYING, INC.
MILO HORAK, L.S.
21070 OLINDA TRAIL NORTH
PO BOX 65
SCANDIA, MN 55073
P: 763-433-3421
Email: milo@landmarksurveying.us
CONSULTANT INDEX
Civil Engineer
ANDERSON ENGINEERING
ADAM THIELE, PE
13603 1st AVE. N., SUITE 100
PLYMOUTH, MN 55441
P: 763-412-4067
Email: athiele@ae-mn.com
A200 PROPOSED EXTERIOR RENDERINGS
A201 EXTERIOR ELEVATIONS
A202 EXTERIOR ELEVATIONS
A203
A300
A301
A302
A303
A304
A401 WALL SECTIONS
BUILDING SECTIONS
BUILDING SECTIONS
BUILDING SECTIONS
LULA ELEVATOR LOBBY & PARAMETERS
LULA ELEVATOR PLAN & SECTION
ORIGINAL BUILDING EXTERIOR PHOTOS
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
G201
SCHEDULES
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
EXPOSED WALL FRAMING w/EXTERIOR PLANK SHEATHING
Location(s): BARN LOFT WALLS (Salvaged Materials)
Assembly:2" Insul, 2x Ext Framing, Exist Log Stud Exposed to Int
Photo Ref:
Detail(s):
EXISTING STRUCTURE LEGEND NEW EXTERIOR WALL ASSEMBLY LEGEND
AnAe
INTERIOR PLANK FINISH WALLS (On Barn Loft Side)
Location(s): COMMON WALL BETWEEN LOFT / HAY STORAGE
AND BARN MAIN LEVEL (Salvaged Materials)
Assembly:2" Insul, 2x Ext Framing, Exist Log Stud, 2" Int Lap Finish
Photo Ref:
Detail(s):
Be
PLANK DECKING & EXPOSED CLG / FLOOR JOIST (Salvaged)
Location(s): MAIN LEVEL BARN CEILING (Barn Loft Floor)
Assembly:Exist 2x Plank Deck Floor, Exist Log Flr Joist
Photo Ref:
Detail(s):
Ce
WALL TYPE ASSEMBLY DESCRIPTION EXT WALL TYPE
PLAN VIEWWALL TYPE ASSEMBLY DESCRIPTION PLAN VIEW
HJn
MAIN LEVEL BARN PERIMETER FLOOR BASE (Salvaged)
Location(s):TIMBER GRADE BEAM
around perimeter of Barn Structure
Assembly:12" x 10" Exist Heavy Timber Original Grade Beam
Photo Ref:
Detail(s):
De
EXPOSED WALL FRAMING w/EXTERIOR PLANK SHEATHING
Location(s): HAY STORAGE WALLS (New Materials)
Assembly:2" Insul, 2x Ext Framing, Log Stud
Exposed to Interior
Photo Ref:
Detail(s):
NEW FLOOR ASSEMBLY LEGEND
FLOOR TYPE ASSEMBLY DESCRIPTION FLOOR TYPE
PLAN VIEW
INTERIOR PLANK FINISH WALLS (New Materials)
Location(s): STABLE WALLS
Assembly:2" Insul, 2x Ext Framing, Log Stud,
2" Int Lap Finish
Photo Ref:
Detail(s):
Bn EXPOSED JOIST - No Decking (New Materials)
Location(s): HAY STORAGE (Exposed Joist Open to Stable Below)
Assembly:2x6 Wood Joist, Architectural Grade, Exposed
w/ 5/4" Wood Subfloor, Exposed
Photo Ref:
Detail(s):1/A302
MULTI-PLY SHEATHED TANK WALL (New Materials)
Location(s): WATER TOWER TANK ROOM WALLS
Assembly:1" Exterior Plank Lap Sheathing, 2x4 Ext Framing,
(2) Layers 1" Plank Lap, 1x Wood Framing, Plank
Lap Sheating Finish
Photo Ref:
Detail(s):
TRn
PLANK DECKING & EXPOSED JOIST (New Materials)
Location(s): WATER TANK RM FLR (Exposed Barn Loft Ceiling)
Assembly:4x6 Timber Floor Joist w/ T & G Decking
Photo Ref:
Detail(s):
ICF INSULATED CONCRETE FORM (New Materials)
Location(s): BASEMENT FOUNDATION WALLS &
RAISED PUMP LEDGE
Assembly:Insulated Conc. Form (ICF) Foundation Wall
w/Brick Ledge Corbel at Top of Wall
Photo Ref:
Detail(s):
MFn I-JOIST (New Materials)
Location(s): MAIN LEVEL BARN & STABLE FLOOR
Assembly:TJI I-joist w/1" T & G Plank Flooring
Photo Ref:
Detail(s):1/A302
ROOF ASSEMBLY LEGEND
AR1
ROOF TYPE ASSEMBLY DESCRIPTION ROOF TYPE
PLAN VIEW
EXPOSED FRAMING w/EXTERIOR PLANK
Location(s):BARN ROOF (Existing Rafters)
Assembly:Existing Timber Rafter, 1" Horiz Plank Sheating Exposed
to Interior, 1" thick IsoPoly Insul Brd, 2" thick IsoPoly
Insul Brd, 1/2" Roof Sheathing, Ice & Water Underlayment
over Entire Roof, Asphalt Designer Shingles
Photo Ref:
Detail(s):2/A302
AR2 NEW EXPOSED FRAMING w/EXTERIOR PLANK
Location(s): HAY STORAGE ROOF (New Materials)
Assembly:New Rafters w/Collar Ties as/if Needed, 1" Horiz Plank
Sheathing Exposed to Interior, 1" thick IsoPoly Insul Brd,
2" thick IsoPoly Insul Brd, 1/2" Roof Sheathing, Ice &
Water over Entire Roof, Asphalt Designer Shingles
Photo Ref:
Detail(s):1/A303
AR3 NEW EXPOSED FRAMING w/EXTERIOR PLANK
Location(s): WATER TOWER TANK ROOM ROOF (New Materials)
Assembly:Multiple Slope Wood Roof Framing Structure, 1" thick
IsoPoly Insul Brd, 2" thick IsoPoly Insul Brd, 1/2" Roof
Sheating, Ice & Water Shield over Entire Roof,
Asphalt Designer Shingles
Photo Ref:
Detail(s):2/A303
TJn
SUPPORT POST LEGEND
POST TYPE DESCRIPTION PLAN VIEW
6" x 6" POST (New Materials)
Location(s): STABLE
Assembly:New Exposed Timber Post
Photo Ref:
Detail(s):1/A302
6" x 6" POST (New Materials)
Location(s): BARN MAIN LEVEL
Assembly:New Exposed Timber Post
Photo Ref:
Detail(s):1/A302
P2n
6" x 6" POST (Salvaged Materials)
Location(s): BARN MAIN LEVEL
Assembly:Refurbish Existing Timber Post per Plan
Photo Ref:
Detail(s):1/A302
P3e
P3n
6" x 6" POST (Salvaged Materials)
Location(s): BARN LOFT LEVEL
Assembly:Refurbish Existing Timber Post & Base per Plan
Photo Ref:
Detail(s):1/A302
P4e
6" x 6" POST (New Materials)
Location(s): BARN LOFT LEVEL
Assembly:New Exposed Timber Post & Base
Photo Ref:
Detail(s):1/A302
P5n
6" x 6" POST (New Materials)
Location(s): BASEMENT LEVEL
Assembly:New Exposed Timber Post throughout Entire Basement
Photo Ref:
Detail(s):1/A302
P1n
WINDOW SCHEDULE
WINDOW / DOOR DESCRIPTION COMMENTS
OFFICE EGRESS WINDOW
Location: LOWER BASEMENT LEVEL
Size:3'-0" x 5'-0"
Style:Casement (egress)W1
DOUBLE HUNG
Location: FRONT WEST WALL - TAMARACK ROOM
Size:1'-10" x 3'-6"
Style:Double Hung
W2
W3
W4
W5
W7
W8
W9
W10
SITE BUILT WINDOW WALL
Location: STABLE ROOM NORTH END GABLE WALL
Size:9'-0" x 8'-0"
Style:Site Built Frame w/Butt End Laminated Glazing
W6
W11
DOOR SCHEDULE
WINDOW / DOOR DESCRIPTION COMMENTS
ENTRANCE DOOR
Location: FRONT WEST WALL - TAMARACK ROOM
Size:3'-0" x 6'-8"
Style:Fiberglass or Wood Exterior Door
Similar to Bayer Built 80PSFA926CLED4
DR1
DR2
BARN DOOR
Location: STABLE ROOM NORTH END GABLE WALL - STABLE
Size:Existing 4'-6" x 8'-0" (Assumed Approximation)
Style:Refurished & Refinish Existing Door
BDr1
BDr2
HDr
OFFICE EGRESS WINDOW
Location: LOWER BASEMENT LEVEL - WELL BORE PUMP LEDGE AREA ROOF
Size:5'-5" x 5'-0"
Style:Clear Laminated Safety Glazing Panels in Metal Frame (Greenhouse Roof)
Pitch:5 : 12 Roof Slope
GrnHs
WDr
DOUBLE HUNG
Location: FRONT WEST WALL - TAMARACK ROOM
Size:1'-10" x 3'-6"
Style:Double Hung
DOUBLE HUNG
Location: FRONT WEST WALL - STABLE
Size:1'-10" x 3'-6"
Style:Double Hung
DOUBLE HUNG
Location: FRONT WEST WALL - STABLE
Size:1'-10" x 3'-6"
Style:Double Hung
- Nominal Sizes - Nominal Sizes
SITE BUILT WINDOW WALL
Location: STABLE ROOM NORTH END GABLE WALL
Size:9'-0" x 8'-0"
Style:Site Built Frame w/Butt End Laminated Glazing
DOUBLE HUNG
Location: REAR EAST WALL - STABLE
Size:1'-10" x 3'-6"
Style:Double Hung
DOUBLE HUNG
Location: REAR EAST WALL - STABLE
Size:1'-10" x 3'-6"
Style:Double Hung
DOUBLE HUNG
Location: REAR EAST WALL - TAMARACK ROOM
Size:1'-10" x 3'-6"
Style:Double Hung
DOUBLE HUNG
Location: REAR EAST WALL - TAMARACK ROOM
Size:1'-10" x 3'-6"
Style:Double Hung
W12
DOUBLE HUNG
Location: WEST FRONT GABLE END WALL - BARN LOFT
Size:1'-10" x 3'-6"
Style:Double Hung
GREENHOUSE SCHEDULE
ROOF DESCRIPTION COMMENTS
- Nominal Sizes
ENTRANCE DOOR
Location: REAR EAST WALL - TAMARACK ROOM
Size:3'-0" x 6'-8"
Style:Fiberglass or Wood Exterior Door
Similar to Bayer Built 80PSFA926CLED4
BARN DOOR
Location: STABLE ROOM NORTH END GABLE WALL - STABLE
Size:Existing 4'-6" x 8'-0" (Assumed Approximation)
Style:Refurished & Refinish Existing Door
HAY LOFT DOOR
Location: HAY STORAGE NORTH END GABLE WALL - HAY
Size:Existing 3'-6" x 4'-2" (Assumed Approximation) LOFT
Style:Refurished & Refinish Existing Door
ACCESS DOOR
Location: REAR EAST WALL - TAMARACK ROOM
Size:Existing 2'-5" x 4'-8" (Assumed Approximation)
Style:Refurished & Refinish Existing Door
Alt1 CONC PLANK (New Materials)
Location(s): MAIN LEVEL BARN & STABLE FLOOR
Assembly:8" Prestressed Conc. Plank w/Topping
Photo Ref:
Detail(s):
As Shown
Bid Alt
6" x 6" POST (New Materials)
Location(s): TOWER SPIRE ROOF
Assembly:New Timber Framing
Photo Ref:
Detail(s):1/A302
P5n
8'-10"R.O. For FutureAddition4'-0"25'-3" ICF Fnd4'-0"ICF FndICF Fnd5'-0"CIP Egress Pit5'-4"5'-4"CIP StoopCIP Stoop5'-0"33'-3" ICF Fnd5'-4"CIP Stoop Fnd25'-0"27'-9"
52'-9" ICF Fnd
25'-0" ICF Fnd
6'-10"5'-5"
CIP Egress Pit ICF Well Pit
5'-0"6'-8"17'-9"27'-9" ICF Fnd
5'-6 1/2"1'-1 1/2"6'-8"10'-6 1/2"8'-2 1/2"
9'-4"
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A100
FOOTING &
FOUNDATION PLAN
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 FOOTING & FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
DESIGN LOADS:
FLOOR LIVE LOAD = 50 psf PLUS 20 psf (Movable Partitions / Furniture)
For Office/Classroom Type Occupancy
ROOF LIVE LOAD = 42 psf (50 psf Ground Snow)
Drifting per ASCE 7 over area for stable will need to be considered
WIND LOAD = 115 mpf (3-Second Wind Gust)
ALLOWABLE SOIL
BEARING PRESSURE = Assuming 2000 psf (Geo-Tech to Confirm)
STRUCTURAL NOTES
STRUCTURAL COMMENTS
braunintertec.com
952.995.2000
Minneapolis, MN 55438
11001 Hampshire Avenue S
JASON HANLON PE, MLSE
Direct # 651-487-7074
Email jhanlon@braunintertec.com
SEE SHEETS
A100, A101, A102, A103 & A302 FOR STRUCTURAL DESIGN COMMENTS & REQUIREMENTS
1
2 2 22
22
22
22
1
1
1
EXISTING LOFT COLUMN NOTE:
LOFT COLUMNS ARE OFFSET (Don't Stack) FROM THE UPPER TO THE MAIN
FLOOR AS ORIGINALLY CONSTRUCTED, THUS ADDITIONAL REINFORCING
OF THE ORIGINAL TIMBER JOIST WILL BE NEEDED AT THAT LOCATION.
THIS COULD INCLUDE A SIDE STEEL PLATE FOR WOOD
2x SISTERED TO THE SIDE OF THE TIMBER TO PROVIDE ADDITIONAL
STRENGTH TO RESIST THE SHEAR LOAD AT THIS LOCATION.
See 1/A103 & 1/A302
10
ORIGINAL TIMBER FLOOR JOIST NOTE:
ORIGINAL TIMER FRAMING MEMBERS ARE ADEQUATE
TO SUPPORT DESIGN LOADING NOTED
- FLOOR JOIST-to-BEAM CONNECTIONS CAN BE COMPLETED
SIMILAR TO ORIGINAL CONSTRUCTION
- JOIST TO EXTERIOR WALL FRAMING WILL NEED MECHANICAL CONNECTIONS
(SCREWS) TO INSURE PROPER LOAD TRANSFER TO FLOOR DIAPHRAGM
See 1/A102
5
#
FOOTING STRUCTURAL NOTE:
STRIP FOOTING AROUND PERIMETER OF BUILDING TO BE A STANDARDS
24" wide x 12" thick CONCRETE FOOTING WITH
(2) #5 BARS CONTINUOUS
See 1/A100
STRUCTURAL KEYNOTES
1
BARN JOIST STRUCTURAL NOTE:
FLOOR JOIST IN THIS (Barn) AREA TO BE
11 7/8" deep (TJI 560 Series) SPACED @ 16" o.c.
See 1/A101
3
STABLE JOIST STRUCTURAL NOTE:
FLOOR JOIST IN THIS (Stable) AREA TO BE
MID-SPAN w/SUPPORT BEAM
11 7/8" deep I-JOIST (TJI 210 Series) SPACED @ 16" o.c.
See 1/A101
4
FOOTING STRUCTURAL NOTE:
PAD FOOTINGS FOR COLUMNS TO BE (Anticipated)
3'-0" square x 12" thick WITH
(4) #5 BARS E.W.
See 1/A100
2
ORIGINAL TIMBER WALL STUD NOTE:
ORIGINAL TIMBER WALL STUDS ARE ADEQUATE FOR SUPPORTING
THE DESIGN LOAD. EXTERIOR SHEATHING WILL BE STANDARD OBS
SHEATING, OR SIMILAR, WITH TYPICAL NAIL PATTERNS.
See 1/A302
9
HAY STORAGE NOTE:
HAY STORAGE AREA, LIGHT STORAGE (125 psf)
FOR PERMANENT FIXED DISPLAY PURPOSES & STAGE LIGHTING ON UNDERSIDE
See 1/A102 & 1/A103
7
ORIGINAL TIMBER RAFTER NOTE:
EXISTING ROOF RAFTER CONNECTIONS WILL NEED TO BE MECHANICALLY
FASTENED TO BEAMS & WALLS TO INSURE PROPER STRENGTH TO RESIST
WIND UPLIFT / LATERAL FORECES. CANNOT REPLY ON JOINERY CONNECTIONS
ALONE - See 1/A103
8
ORIGINAL TIMBER FLOOR SILL NOTE:
BLOCKING REQUIRED TO BE ADDED SO AS TO CREATE MECHANICAL
CONNECTION OF ORIGINAL SILL TIMBER TO CONNECT TO THE TOP
OF NEW ICF FOUNDATION WALL OR FRAMING RIM
See 1/A102 & 1/A302
6
UP
FURN
ELEVATOR
LOBBY
090
STORAGE
092
HALL
09411 7/8" I-JOISTUP
FURN
ELEVATOR
LOBBY
090
OFFICE
091
Egress
Pump Ledge
Elevator
ELEVATOR
ROOM
093
HALL
094 8'-10"R.O. For FutureAddition4'-0"25'-3" ICF Fnd4'-0"ICF FndICF Fnd5'-0"CIP Egress Pit5'-4"5'-4"CIP StoopCIP Stoop5'-0"33'-3" ICF Fnd5'-4"CIP Stoop Fnd25'-0"27'-9"
52'-9" ICF Fnd
25'-0" ICF Fnd
6'-10"5'-5"
CIP Egress Pit ICF Well Pit
5'-0"ICF Well Pit
RESTRM
095 6'-8"17'-9"27'-9" ICF Fnd
5'-6 1/2"1'-1 1/2"Open toAbove11 7/8" I-JOIST11 7/8" I-JOISTPit
HydraulicPower Un
it MAIN CONTROL BOXMAIN L
INE& CAR
LIGHTDISCONNECTS
SUMP PIT
w/PUMP
Elect
W HEAT
Open to Above
WELL
TANK
SPLASH PAD
WATER SUPPLY
SPLASH PAD CONTROLS
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A101
LOWER LEVEL
BASEMENT FLOOR PLAN
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 LOWER LEVEL BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0"
1
EXISTING LOFT COLUMN NOTE:
LOFT COLUMNS ARE OFFSET (Don't Stack) FROM THE UPPER TO THE MAIN
FLOOR AS ORIGINALLY CONSTRUCTED, THUS ADDITIONAL REINFORCING
OF THE ORIGINAL TIMBER JOIST WILL BE NEEDED AT THAT LOCATION.
THIS COULD INCLUDE A SIDE STEEL PLATE FOR WOOD
2x SISTERED TO THE SIDE OF THE TIMBER TO PROVIDE ADDITIONAL
STRENGTH TO RESIST THE SHEAR LOAD AT THIS LOCATION.
See 1/A103 & 1/A302
10
ORIGINAL TIMBER FLOOR JOIST NOTE:
ORIGINAL TIMER FRAMING MEMBERS ARE ADEQUATE
TO SUPPORT DESIGN LOADING NOTED
- FLOOR JOIST-to-BEAM CONNECTIONS CAN BE COMPLETED
SIMILAR TO ORIGINAL CONSTRUCTION
- JOIST TO EXTERIOR WALL FRAMING WILL NEED MECHANICAL CONNECTIONS
(SCREWS) TO INSURE PROPER LOAD TRANSFER TO FLOOR DIAPHRAGM
See 1/A102
5
#
FOOTING STRUCTURAL NOTE:
STRIP FOOTING AROUND PERIMETER OF BUILDING TO BE A STANDARDS
24" wide x 12" thick CONCRETE FOOTING WITH
(2) #5 BARS CONTINUOUS
See 1/A100
STRUCTURAL KEYNOTES
1
BARN JOIST STRUCTURAL NOTE:
FLOOR JOIST IN THIS (Barn) AREA TO BE
11 7/8" deep (TJI 560 Series) SPACED @ 16" o.c.
See 1/A101
3
STABLE JOIST STRUCTURAL NOTE:
FLOOR JOIST IN THIS (Stable) AREA TO BE
MID-SPAN w/SUPPORT BEAM
11 7/8" deep I-JOIST (TJI 210 Series) SPACED @ 16" o.c.
See 1/A101
4
FOOTING STRUCTURAL NOTE:
PAD FOOTINGS FOR COLUMNS TO BE (Anticipated)
3'-0" square x 12" thick WITH
(4) #5 BARS E.W.
See 1/A100
2
ORIGINAL TIMBER WALL STUD NOTE:
ORIGINAL TIMBER WALL STUDS ARE ADEQUATE FOR SUPPORTING
THE DESIGN LOAD. EXTERIOR SHEATHING WILL BE STANDARD OBS
SHEATING, OR SIMILAR, WITH TYPICAL NAIL PATTERNS.
See 1/A302
9
HAY STORAGE NOTE:
HAY STORAGE AREA, LIGHT STORAGE (125 psf)
FOR PERMANENT FIXED DISPLAY PURPOSES & STAGE LIGHTING ON UNDERSIDE
See 1/A102 & 1/A103
7
ORIGINAL TIMBER RAFTER NOTE:
EXISTING ROOF RAFTER CONNECTIONS WILL NEED TO BE MECHANICALLY
FASTENED TO BEAMS & WALLS TO INSURE PROPER STRENGTH TO RESIST
WIND UPLIFT / LATERAL FORECES. CANNOT REPLY ON JOINERY CONNECTIONS
ALONE - See 1/A103
8
ORIGINAL TIMBER FLOOR SILL NOTE:
BLOCKING REQUIRED TO BE ADDED SO AS TO CREATE MECHANICAL
CONNECTION OF ORIGINAL SILL TIMBER TO CONNECT TO THE TOP
OF NEW ICF FOUNDATION WALL OR FRAMING RIM
See 1/A102 & 1/A302
6
3
3
4
W1
FALSE/DECORATIVE
WELL-BORE CAP
LAUNDRY
TUB
WELL WATER SUPPLY
w/EXPANSION TANK
& SOFTENER / IRON FILTER
FROST
PROOF
HOSE BIB
WA
T
E
R
S
U
P
P
L
Y
T
O
S
P
L
A
S
H
P
A
D
DOWNSPOUTS
TO GREY WATER TANK
FROST
PROOF
HOSE BIB
WATER SUPPLY
TO FOOD
TRUCK
STATION
SEWER FORCE
MAIN TO
CITY SEPTIC
FIELD
DNUP
Exist Floor JoistExist Floor JoistExist Floor Joist
OverheadOpen to Below
DNUP
Exist Floor JoistExist Floor JoistExist Floor Joist
Hay Storage Flr/Clg
Lid over Stage
TAMARACK ROOM
101
STABLE ROOM
102
25'-0" Re-created Stable Structure 27'-0" Re-assembled Barn Structure 24'-6" Re-created Stable Structure4'-0"ExistingStructure25'-0" Re-created Stable Structure 27'-0" Re-assembled Barn Structure
4'-0"ExistingStructure32'-6" Barn Existing Structure33'-3"Face of New Exterior Stud Wall / Ext Face of ICF Fnd Wall27'-9"
Face of New Exterior Stud Wall / Ext Face of ICF Fnd Wall
25'-0"
Face of New Exterior Stud Wall / Ext Face of ICF Fnd Wall 4 1/2"4 1/2"4 1/2"4 1/2"
4 1/2"4'-0"25'-3"Face of New Exterior Stud Wall / Ext Face of ICF Fnd Wall4'-0"ICF FndICF Fnd25'-0"27'-9"
4 1/2"
4 1/2"
4 1/2"4 1/2"4 1/2"Open to Exposed
Joist Above
Exposed Existing Floor Joist to be Stubbed Off, Various Non-continuous Lengths6'-4"
Elevator
Open to AboveRYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A102
MAIN LEVEL
BARN FLOOR PLAN
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 MAIN LEVEL BARN FLOOR PLAN
SCALE: 1/4" = 1'-0"
Stub Hay Storage
Level Floor Joist
5 5 5
7
CEILING LID
OVER STAGE
AREA
6
EXISTING LOFT COLUMN NOTE:
LOFT COLUMNS ARE OFFSET (Don't Stack) FROM THE UPPER TO THE MAIN
FLOOR AS ORIGINALLY CONSTRUCTED, THUS ADDITIONAL REINFORCING
OF THE ORIGINAL TIMBER JOIST WILL BE NEEDED AT THAT LOCATION.
THIS COULD INCLUDE A SIDE STEEL PLATE FOR WOOD
2x SISTERED TO THE SIDE OF THE TIMBER TO PROVIDE ADDITIONAL
STRENGTH TO RESIST THE SHEAR LOAD AT THIS LOCATION.
See 1/A103 & 1/A302
10
ORIGINAL TIMBER FLOOR JOIST NOTE:
ORIGINAL TIMER FRAMING MEMBERS ARE ADEQUATE
TO SUPPORT DESIGN LOADING NOTED
- FLOOR JOIST-to-BEAM CONNECTIONS CAN BE COMPLETED
SIMILAR TO ORIGINAL CONSTRUCTION
- JOIST TO EXTERIOR WALL FRAMING WILL NEED MECHANICAL CONNECTIONS
(SCREWS) TO INSURE PROPER LOAD TRANSFER TO FLOOR DIAPHRAGM
See 1/A102
5
#
FOOTING STRUCTURAL NOTE:
STRIP FOOTING AROUND PERIMETER OF BUILDING TO BE A STANDARDS
24" wide x 12" thick CONCRETE FOOTING WITH
(2) #5 BARS CONTINUOUS
See 1/A100
STRUCTURAL KEYNOTES
1
BARN JOIST STRUCTURAL NOTE:
FLOOR JOIST IN THIS (Barn) AREA TO BE
11 7/8" deep (TJI 560 Series) SPACED @ 16" o.c.
See 1/A101
3
STABLE JOIST STRUCTURAL NOTE:
FLOOR JOIST IN THIS (Stable) AREA TO BE
MID-SPAN w/SUPPORT BEAM
11 7/8" deep I-JOIST (TJI 210 Series) SPACED @ 16" o.c.
See 1/A101
4
FOOTING STRUCTURAL NOTE:
PAD FOOTINGS FOR COLUMNS TO BE (Anticipated)
3'-0" square x 12" thick WITH
(4) #5 BARS E.W.
See 1/A100
2
ORIGINAL TIMBER WALL STUD NOTE:
ORIGINAL TIMBER WALL STUDS ARE ADEQUATE FOR SUPPORTING
THE DESIGN LOAD. EXTERIOR SHEATHING WILL BE STANDARD OBS
SHEATING, OR SIMILAR, WITH TYPICAL NAIL PATTERNS.
See 1/A302
9
HAY STORAGE NOTE:
HAY STORAGE AREA, LIGHT STORAGE (125 psf)
FOR PERMANENT FIXED DISPLAY PURPOSES & STAGE LIGHTING ON UNDERSIDE
See 1/A102 & 1/A103
7
ORIGINAL TIMBER RAFTER NOTE:
EXISTING ROOF RAFTER CONNECTIONS WILL NEED TO BE MECHANICALLY
FASTENED TO BEAMS & WALLS TO INSURE PROPER STRENGTH TO RESIST
WIND UPLIFT / LATERAL FORECES. CANNOT REPLY ON JOINERY CONNECTIONS
ALONE - See 1/A103
8
ORIGINAL TIMBER FLOOR SILL NOTE:
BLOCKING REQUIRED TO BE ADDED SO AS TO CREATE MECHANICAL
CONNECTION OF ORIGINAL SILL TIMBER TO CONNECT TO THE TOP
OF NEW ICF FOUNDATION WALL OR FRAMING RIM
See 1/A102 & 1/A302
6
6
6
GrnHs
WDr
BD2BDr1W2W3DR1
W4W5W6W7W8DR2W9
W10 W11
STAGE
SPOTLIGHTTRACK
LIGHTING STRIP
EXPOSED
OVERHEAD BEAM
JOIST TAILS
(TO CATCH LOFT
POST BASE
ABOVE)
EXPOSED
OVERHEAD BEAM
FLOOR
JOIST
OVERHEAD
EXPOSED
WET BAR COUNTER w/
BASE & UPPER CABINETS
6
FOUNDATION
LEDGE ALONG
STAIRWELL
New Exposed Rafters w/Collar Ties & Exposed Plank Roof Sheathing
BARN LOFT
201
Exist Rafters Above - See 1/A104
HAY
STORAGE
202
24'-6" Re-created Stable Structure32'-6" Re-assembled Barn Structure25'-0" Re-created Stable Structure 27'-0" Re-assembled Barn Structure
25'-0" Re-created Stable Structure 27'-0" Re-created Barn Structure
33'-3"Face of New Exterior Stud Wall25'-0"
Face of New Exterior Stud Wall
27'-9"
Face of New Exterior Stud Wall
25'-3"Face of New Exterior Stud Wall25'-0"
Face of New Exterior Stud Wall
27'-9"
Face of New Exterior Stud Wall4'-0"4'-0"4'-0"4'-0"4 1/2"4 1/2"
4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"DNDNOpen toBelowOverhead
Elevator
Overhead Tension CablesOverhead Tension CablesOpen to Below
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A103
UPPER LEVEL
MEZZANINE BARN
LOFT FLOOR PLAN
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 UPPER LEVEL MEZZANINE BARN LOFT FLOOR PLAN
SCALE: 1/4" = 1'-0"
CEILING LID
OVER STAGE
AREA
8
EXISTING LOFT COLUMN NOTE:
LOFT COLUMNS ARE OFFSET (Don't Stack) FROM THE UPPER TO THE MAIN
FLOOR AS ORIGINALLY CONSTRUCTED, THUS ADDITIONAL REINFORCING
OF THE ORIGINAL TIMBER JOIST WILL BE NEEDED AT THAT LOCATION.
THIS COULD INCLUDE A SIDE STEEL PLATE FOR WOOD
2x SISTERED TO THE SIDE OF THE TIMBER TO PROVIDE ADDITIONAL
STRENGTH TO RESIST THE SHEAR LOAD AT THIS LOCATION.
See 1/A103 & 1/A302
10
ORIGINAL TIMBER FLOOR JOIST NOTE:
ORIGINAL TIMER FRAMING MEMBERS ARE ADEQUATE
TO SUPPORT DESIGN LOADING NOTED
- FLOOR JOIST-to-BEAM CONNECTIONS CAN BE COMPLETED
SIMILAR TO ORIGINAL CONSTRUCTION
- JOIST TO EXTERIOR WALL FRAMING WILL NEED MECHANICAL CONNECTIONS
(SCREWS) TO INSURE PROPER LOAD TRANSFER TO FLOOR DIAPHRAGM
See 1/A102
5
#
FOOTING STRUCTURAL NOTE:
STRIP FOOTING AROUND PERIMETER OF BUILDING TO BE A STANDARDS
24" wide x 12" thick CONCRETE FOOTING WITH
(2) #5 BARS CONTINUOUS
See 1/A100
STRUCTURAL KEYNOTES
1
BARN JOIST STRUCTURAL NOTE:
FLOOR JOIST IN THIS (Barn) AREA TO BE
11 7/8" deep (TJI 560 Series) SPACED @ 16" o.c.
See 1/A101
3
STABLE JOIST STRUCTURAL NOTE:
FLOOR JOIST IN THIS (Stable) AREA TO BE
MID-SPAN w/SUPPORT BEAM
11 7/8" deep I-JOIST (TJI 210 Series) SPACED @ 16" o.c.
See 1/A101
4
FOOTING STRUCTURAL NOTE:
PAD FOOTINGS FOR COLUMNS TO BE (Anticipated)
3'-0" square x 12" thick WITH
(4) #5 BARS E.W.
See 1/A100
2
ORIGINAL TIMBER WALL STUD NOTE:
ORIGINAL TIMBER WALL STUDS ARE ADEQUATE FOR SUPPORTING
THE DESIGN LOAD. EXTERIOR SHEATHING WILL BE STANDARD OBS
SHEATING, OR SIMILAR, WITH TYPICAL NAIL PATTERNS.
See 1/A302
9
HAY STORAGE NOTE:
HAY STORAGE AREA, LIGHT STORAGE (125 psf)
FOR PERMANENT FIXED DISPLAY PURPOSES & STAGE LIGHTING ON UNDERSIDE
See 1/A102 & 1/A103
7
ORIGINAL TIMBER RAFTER NOTE:
EXISTING ROOF RAFTER CONNECTIONS WILL NEED TO BE MECHANICALLY
FASTENED TO BEAMS & WALLS TO INSURE PROPER STRENGTH TO RESIST
WIND UPLIFT / LATERAL FORECES. CANNOT REPLY ON JOINERY CONNECTIONS
ALONE - See 1/A103
8
ORIGINAL TIMBER FLOOR SILL NOTE:
BLOCKING REQUIRED TO BE ADDED SO AS TO CREATE MECHANICAL
CONNECTION OF ORIGINAL SILL TIMBER TO CONNECT TO THE TOP
OF NEW ICF FOUNDATION WALL OR FRAMING RIM
See 1/A102 & 1/A302
6
10 10
10 10
HDrW12
TENSION
CABLES
SEE 1/A302
& 1/A303
EXPOSED FLOOR
JOIST WITHIN
OPEN TO BELOW AREA
THIS POST RUNS FROM
UNDERSIDE OF TANK FLOOR
DOWN TO LOFT FLOOR
OUTLINE OF
TANK ROOM
FLOOR ABOVE
Transparent
Structural Glass Floor
(View Loft Level Below)
Tank Rm
Existing Rafters
Existing RaftersExisting Rafters
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A104
WATER TOWER
TANK FLOOR PLAN
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 WATER TOWER TANK FLOOR PLAN
SCALE: 1/4" = 1'-0"
OUTLINE OF
ELEVATOR
SHAFT AREA
UNDERSIDE OF
BARN RAFTERS TO
REMAIN UNFINSHED,
EXPOSED & OPEN
TO LOFT LEVEL
(Area Shown Shaded)
DNUP DNUP
TAMARACK ROOM
101
STABLE ROOM
102
ElevatorDNUPDNUP
TAMARACK ROOM
101
STABLE ROOM
102
Elevator
DNUP DNUP
TAMARACK ROOM
101
STABLE ROOM
102
Elevator
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A105
FLOOR PLAN
SEATING LAYOUTS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
3 PRESENTATION SEATING
SCALE: 1/4" = 1'-0"
1 BANQUET SEATING
SCALE: 1/4" = 1'-0"
2 CLASSROOM SEATING
SCALE: 1/4" = 1'-0"
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A200
PROPOSED
EXTERIOR RENDERINGS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
PARKING LOT VIEW
WETLAND FACADE
8'-0" dia. AEROMOTOR
WINDMILL FAN
SEE SHEET A203 FOR ORIGINAL EXTERIOR PHOTOS FOR REFERENCE
WINDMILL FAN
PLATFORM -
WHITE
WATER TOWER
SHINGLES
CUSTOM BARN QUILT
FASCIA - RED
SIDING - RED
CORNER TRIM - RED
STABLE SHINGLES
BARN SHINGLES
FRIEZE BOARDS - RED
WINDOW WRAPS - RED
WINDOWS w/GRIDS - WHITE
RE-CREATE
"HILLTOP WATER CO."
SIGN
WOOD SOFFIT - RED RAFTER TAILS
(not shown)
See Sheet A203
HAY DOOR - RED
HAY DOOR
WRAP - WHITE
BARN DOOR
RED INSERT PANEL
WITH WHITE
BORDER
DOOR TRACK
HEADER - RED
PERIMETER
LIMESTONE
WATERTABLE
ENTRY DOOR - WHITE
ENTRY DOOR WRAP - RED
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED UPPER FLOOR
ELEV 109'-10 1/4"
TOWER FLOOR
ELEV 125'-1"
T/WALL
ELEV 116'-9"
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
T/WALL
ELEV 116'-9"
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A201
EXTERIOR ELEVATIONS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
2 WEST ENTRY ELEVATION
SCALE: 1/4" = 1'-0"
1 SOUTH SIDE ELEVATION
SCALE: 1/4" = 1'-0"
EXTERIOR FINISH SCHEDULE
PRODUCT DESCRIPTION COMMENTS
SIDING
Style:Custom Milled Horizontal Lap Siding
Size:Lap Exposure to Match Existing / Original
Color:Benjamin Moore Cottage Red
(Provide Sample Board to Client for Final Color Confirmation)
Side
Trim
Locations: CORNER BOARDS & WINDOW / DOOR WRAPS
Style:Woodgrain
Size:4" Assummed & U.N.O.- G.C. to Verify w/Existing / Original
Color:Benjamin Moore Cottage Red
(Provide Sample Board to Client for Final Color Confirmation)
Trim
ROOFING
Style:T.B.D.
Material: T.B.D.
Color:T.B.D.
(Provide Sample Board to Client for Final Color Confirmation)
Roof
See 1/A203 for Potential
Product Option & Colors
Roof
Roof
Roof
Roof
Side
Side
Side
Side
Side
Window & Man Doors
Locations: CORNER BOARDS & WINDOW / DOOR WRAPS
Style:Woodgrain
Size:4" Assummed - G.C. to Verify w/Existing / Original
Color:Benjamin Moore Vanilla Milkshake or Similar
(Provide Sample Board to Client for Final Color Confirmation)
W#
DR#
W12
W3W4W5 DR1 W2
TrimTrim Trim Trim
Freze
Trim
Fsca
Frieze Board
Locations: Gable End & Eave Trim
Style:Woodgrain
Size:6" Assummed - G.C. to Verify w/Existing / Original
Color:Benjamin Moore Cottage Red
(Provide Sample Board to Client for Final Color Confirmation)
Freze
Fascia Board
Locations: Fascia Board
Style:Woodgrain
Size:6" or 8" - G.C. to Verify w/Existing / Original
Color:Benjamin Moore Cottage Red
(Provide Sample Board to Client for Final Color Confirmation)
Fsca
STONE
Location: Water Table around Building Perimeter
Material: True Limestone
Type:T.B.D.
(Provide Sample Board to Client for Final Color Confirmation)
Stone
Exact Product T.B.D.
Stone
GREENHOUSE ROOF
Location: Well Bore Exterior Observator Roof
Material: Laminated Safety Glazing & Metal Roof
Type:Vellux or Similar Product. Glass Glazing is a Requirment
(Provide Sample Board to Client for Final Color Confirmation)
GrnHs
Exact Product T.B.D.
GrnHs
WINDMILL
Location: Water Tower Platform
Mnfgr: Aeromotor
Size:8'-0" diameterWndml
PLATFORM & SPIRE
Location: Water Tower Roof
Material: Wood Framed w/Ornate BracketsPlat
Wndml
Plat
Wndml
Plat
Stone
Window Sill Trim to be 2x
FrezeFsca
Fsca
Freze
Trim
PRODUCT DESCRIPTION
HAY DOOR
Location: Hay Storage
Size:40" x 50" (To Be Verified)
Type:Existing Wood Door to be Restored & Refinished
Color: Red
HDr
ROOF RIDGE ROD
Style:Lighting Rod
Material: MetalRod
EGRESS PIT
Locations: Basement Level Office
Type: Poured Conc. Foundation Wall
Finish: Limestone Veneer on Both Sides & Limestone Cap,
pitched to drain to outside of window well
EgPt
RAFTER TAIL
Locations: All Barn & Stable Eaves & Gable Ends
Style:Profile to Match Existing / Original As Close As Possible
Material: Wood
Color: Red
See Detail
Rftr
PRODUCT DESCRIPTION
WELL BORE DOOR
Location: Well Bore
Size:To Fit Between Windows - Approx 29" x 56" (To Be Verified)
Type: Wood
Color: T.B.D. - Similar to Barn Door Slabs, Verify
(Provide Sample Board to Client for Final Color Confirmation)
WDr
BARN DOOR
Location: Stable - Doors Slide over Glass Wall Facade
Size:(4) Slabs @ Approx 54" x 85" each (To Be Verified)
Type: Existing Wood Doors to be Restored & Refinished
Color: Red Door Panels w/White Border as indicated on A200
BDr
Rod
Rod
Rftr
BARN DOOR HEADER & SLIDING DOOR TRACK HARDWARE
Locations: Across Stable End Wall
Type: Telescoping Barn Door Hardware
Header: Continous Exposed Header Acrpss Facade for the
Attachment of Barn Door Hardware
Track
WINDOW SILL FLASHING
Locations: Glass Stable Wall Facade
Type: Metal Window Sill FlashingSill
INSTALL
HEAD WALL
FLASHING
TYPICAL
INSTALL
HEAD WALL
FLASHING
TYPICAL
RIDGE MOUNTED SPOT LIGHT
Locations: Barn Ridge
Type: Spotlight shining onto TowerSpot
Lite
EXTERIOR WALL MOUNTED LIGHT
Locations: West Facade Windows, Above Both Exterior Doors
& Above Hay Storage Door & East Wood Doors
Above Well Pit
Type: Farm Style Fixture
Spot
Lite Lite Lite
COPPER GUTTERS AND DOWNSPOUTS TO BE INSTALLED
& OUTLET INTO STORM SEWER
GENERAL NOTES
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED UPPER FLOOR
ELEV 109'-9"
TOWER FLOOR
ELEV 124'-11 3/4"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED UPPER FLOOR
ELEV 109'-9"
TOWER FLOOR
ELEV 124'-11 3/4"
HILLTOP WATER CO.
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A202
EXTERIOR ELEVATIONS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
2 EAST WETLAND SIDE ELEVATION
SCALE: 1/4" = 1'-0"
1 NORTH STREET SIDE ELEVATION
SCALE: 1/4" = 1'-0"
Drain to Daylight
SEE SHEET A201 FOR EXTERIOR FINISH SCHEDULE
Roof
Side
Side
WDr
Trim
Fsca
Trim
Freze
Wndml
Plat
W10W11
GrnHs
W1
DR2W9 W8
StoneStone
EgPt
Trim
Trim
Trim
Trim
Side
Fsca
Stone
Trim
Rftr
Fsca
Freze
FrezeHDr
BDr2 BDr1W7 W6
Rod
Trim
Rftr
Fsca
Freze
GrnHs
Stone
StoneTrimTrimSillSill
Track
Wndml
Plat
Roof
Side
Trim
Freze
Roof
Trim
Fsca
Side
Side
Roof
SCANDINAVIAN
BARN QUILT
PLACARD
HEAD WALL
FLASHING
TYPICAL
INSTALL
KICKOUT
FLASHING
TYPICAL
NEW SIGN
TO BE
INSTALLED
Spot
Lite
Lite Lite
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A203
ORIGINAL BUILDING
EXTERIOR PHOTOS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
ROOF SHINGLES
WATER TOWER
HAS STANDARD
TAB SHINGLE
BARN & STABLE HAVE MORE ORNATE "DESIGNER" SHINGLES
(Reference GAF Insert Above)
SEE SHEET A200 FOR PORPOSED EXTERIOR RENDERINGS FOR REFERENCE
CUSTOM MILLED RAFTER TAIL PROFILE 312"Assumed
LANDING 3
LANDING 2
MAIN FLOOR
ELEV 100'-0"
LANDING 1
BSMNT SLAB
ELEV 89'-9 1/8"
PIT
ELEV 88'-7 1/8"
LANDING 3
MEZZANINE LOFT FLOOR
ELEV 109'-10 1/4"
LANDING 2
MAIN FLOOR
ELEV 100'-0"
LANDING 1
BSMNT SLAB
ELEV 89'-9 1/8"
PIT
ELEV 88'-7 1/8"
48 x 54 Cab
Stop 1
Stop 3
48 x 54 Cab
UPUP 75" pit751
2" pit
HydraulicPower UnitMAIN CONTROL BOXMAIN LINE& CAR LIGHTDISCONNECTS
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A300
LIMITED USE
LIMITED APPLICATION (LULA)
ELEVATOR PLAN & SECTION
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 LULA SHAFT SECTION
SCALE: 1/2" = 1'-0"2 ELEVATOR ROOM & LULA SHAFT FLOOR PLAN
SCALE: 1/2" = 1'-0"Raised Pump Room SlabSee 2/A303 & 1/A304RUN SOFFIT
FROM ELEV.
ROOM TO
ELEVATOR
SHAFT
SEE 1/A301 FOR
ENLARGED
LULA ELEVATOR
PLAN
ELEVATOR
MACHINE RM
OPEN
TO ABOVE
WOOD BASEMENT
LEVEL STRUCTURAL
POST TO REMAIN
EXPOSED
CABLE RAILING ON
STAIRWELL
4'-4"4'-4"
OPEN ABOVE
ELEVATOR CAB
SEE 2/A303 OVERHEAD HEIGHT
FOR LULA ELEVATOR
FOR EXISTING BUILDING
RE-CONSTRUCTION
TO HAVE 104" minimum
CLEARANCE MAINTAINED
SLOPED ROOF
STRUCTURE
ABOVE
PROVIDEDPROVIDED
SKIN ELEVATOR
WALLS
w/HORIZONTAL
LAP SIDING
STONE VENEER
STONE VENEER
WELL
BORE
PUMP LEDGE
ELEVATOR
LOBBY
090
HALL
094
ELEVATOR
LOBBY
090
OFFICE
091
Egress
Pump Ledge
Elevator
ELEVATOR
ROOM
093
HALL
094 75" pit751
2" pit
Pit
HydraulicPower UnitMAIN CONTROL BOXMAIN LINE& CAR LIGHTDISCONNECTS 75" pit751
2" pit
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A301
LIMITED USE
LIMITED APPLICATION (LULA)
ELEVATOR LOBBY & PARAMETERS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
2 ELEVATOR PLAN & EQUIPMENT ROOM - Basement Floor
SCALE: 1/2" = 1'-0"1 ELEVATOR DESIGN PARAMETERS
SCALE: 3/4" = 1'-0"
GLASS
ELEVATOR
WALL PANEL
GLASS
WALL PANEL
THIS ICF (DOUBLE) WALL
TO RUN UP TO TOP OF
ELEVATOR ZONE
SEE 2/A303
OVERSIZED ELEVATOR
PIT PROVIDE.
A CLEAR UNOBSTRUCTED
68" x 72" PIT AREA FOR
LULA PURPOSES TO BE
MAINTAINED
SEE 2/A303
FINISHED
MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
TOWER FLOOR
ELEV 125'-1"
FINISHED
MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED UPPER
MEZZANINE FLOOR
ELEV 109'-10 1/4"
412"
1'-112"
Be
Ae
Ce
De
An
Bn
ICFICF2
MFn
Alt1
MFn
Alt1
AR1
AR2
CabHJn
Be
DOORSLIDES
TO
OPEN
AR1
Glass Sided LULA
Elevator Beyond
8'-0"6"10'-0"6"8'-0"
8'-6 5/8"6"8'-10"6"8'-7 3/8"
PUMP ROOMOFFICEBSMNT STORAGE
6'-4"
STABLE TAMARACK ROOM
BARN LOFT
HAY LOFT OPEN TO BELOW
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A302
BUILDING SECTIONS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 CROSS SECTION THRU STAIRS
SCALE: 1/4" = 1'-0"
#
EXISTING LOFT COLUMN NOTE:
LOFT COLUMNS ARE OFFSET (Don't Stack) FROM THE UPPER TO THE MAIN
FLOOR AS ORIGINALLY CONSTRUCTED, THUS ADDITIONAL REINFORCING
OF THE ORIGINAL TIMBER JOIST WILL BE NEEDED AT THAT LOCATION.
THIS COULD INCLUDE A SIDE STEEL PLATE FOR WOOD
2x SISTERED TO THE SIDE OF THE TIMBER TO PROVIDE ADDITIONAL
STRENGTH TO RESIST THE SHEAT LOAD AT THIS LOCATION.
STRUCTURAL KEYNOTES
1
ORIGINAL TIMBER WALL STUD NOTE:
ORIGINAL TIMBER WALL STUDS ARE ADEQUATE FOR SUPPORTING
THE DESIGN LOAD. EXTERIOR SHEATHING WILL BE STANDARD OBS
SHEATING, OR SIMILAR, WITH TYPICAL NAIL PATTERNS.
2
ORIGINAL TIMBER SILL STRUCTURAL NOTE:
BLOCKING REQUIRED AS NEEDED TO CREATE MECHANICAL CONNECTION
TO THE ORIGINAL SILL TIMBER TO CONNECT TO THE TOP OF THE NEW
FOUNDATION WALL OR FRAMING RIM.
3
9
6
1010
EXISTING LOFT COLUMN NOTE:
LOFT COLUMNS ARE OFFSET (Don't Stack) FROM THE UPPER TO THE MAIN
FLOOR AS ORIGINALLY CONSTRUCTED, THUS ADDITIONAL REINFORCING
OF THE ORIGINAL TIMBER JOIST WILL BE NEEDED AT THAT LOCATION.
THIS COULD INCLUDE A SIDE STEEL PLATE FOR WOOD
2x SISTERED TO THE SIDE OF THE TIMBER TO PROVIDE ADDITIONAL
STRENGTH TO RESIST THE SHEAR LOAD AT THIS LOCATION.
See 1/A103 & 1/A302
10
ORIGINAL TIMBER FLOOR JOIST NOTE:
ORIGINAL TIMER FRAMING MEMBERS ARE ADEQUATE
TO SUPPORT DESIGN LOADING NOTED
- FLOOR JOIST-to-BEAM CONNECTIONS CAN BE COMPLETED
SIMILAR TO ORIGINAL CONSTRUCTION
- JOIST TO EXTERIOR WALL FRAMING WILL NEED MECHANICAL CONNECTIONS
(SCREWS) TO INSURE PROPER LOAD TRANSFER TO FLOOR DIAPHRAGM
See 1/A102
5
#
FOOTING STRUCTURAL NOTE:
STRIP FOOTING AROUND PERIMETER OF BUILDING TO BE A STANDARDS
24" wide x 12" thick CONCRETE FOOTING WITH
(2) #5 BARS CONTINUOUS
See 1/A100
STRUCTURAL KEYNOTES
1
BARN JOIST STRUCTURAL NOTE:
FLOOR JOIST IN THIS (Barn) AREA TO BE
11 7/8" deep (TJI 560 Series) SPACED @ 16" o.c.
See 1/A101
3
STABLE JOIST STRUCTURAL NOTE:
FLOOR JOIST IN THIS (Stable) AREA TO BE
MID-SPAN w/SUPPORT BEAM
11 7/8" deep I-JOIST (TJI 210 Series) SPACED @ 16" o.c.
See 1/A101
4
FOOTING STRUCTURAL NOTE:
PAD FOOTINGS FOR COLUMNS TO BE (Anticipated)
3'-0" square x 12" thick WITH
(4) #5 BARS E.W.
See 1/A100
2
ORIGINAL TIMBER WALL STUD NOTE:
ORIGINAL TIMBER WALL STUDS ARE ADEQUATE FOR SUPPORTING
THE DESIGN LOAD. EXTERIOR SHEATHING WILL BE STANDARD OBS
SHEATING, OR SIMILAR, WITH TYPICAL NAIL PATTERNS.
See 1/A302
9
HAY STORAGE NOTE:
HAY STORAGE AREA, LIGHT STORAGE (125 psf)
FOR PERMANENT FIXED DISPLAY PURPOSES & STAGE LIGHTING ON UNDERSIDE
See 1/A102 & 1/A103
7
ORIGINAL TIMBER RAFTER NOTE:
EXISTING ROOF RAFTER CONNECTIONS WILL NEED TO BE MECHANICALLY
FASTENED TO BEAMS & WALLS TO INSURE PROPER STRENGTH TO RESIST
WIND UPLIFT / LATERAL FORECES. CANNOT REPLY ON JOINERY CONNECTIONS
ALONE - See 1/A103
8
ORIGINAL TIMBER FLOOR SILL NOTE:
BLOCKING REQUIRED TO BE ADDED SO AS TO CREATE MECHANICAL
CONNECTION OF ORIGINAL SILL TIMBER TO CONNECT TO THE TOP
OF NEW ICF FOUNDATION WALL OR FRAMING RIM
See 1/A102 & 1/A302
6
8
7
6 Beyond
5
34
21 42" TypILLUMINATED
EXIT LIGHT ABOVE
EACH EXIT DOOR
P1n P1n
P1n P1n
P2n
P3e
As Noted
Per Plan
P3n
As Noted
Per Plan
P4n
As Noted
Per Plan
Beyond
P4e
As Noted
Per Plan
P4e
As Noted
Per Plan
FINISHED
MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
TOWER FLOOR
ELEV 125'-1"
FINISHED
MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED UPPER
MEZZANINE FLOOR
ELEV 109'-10 1/4"
412"
838"
1'-112"
BeAn
Bn
ICFICF2
MFn
Alt1
MFn
Alt1
AR1
AR2
CabHJn
AR1
Glass Sided LULA
Elevator Beyond
Pump LedgeOFFICEBSMNT STORAGE
6'-4"
Water Tank Location
TRn TRn
TJn
AR3
48 x 54 Cab
OPEN TO BELOW
TAMARACK ROOM
TANK ROOM
STABLE
HAY LOFT OPEN TO BELOW
ELEV
ZONE
FINISHED MAIN FLR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED UPPER
MEZZANINE FLOOR
ELEV 109'-10 1/4"
AR2
An
Bn
An
Bn
HJn
MFn
Alt1
ICFICF
BARN LOFT
STABLE
BSMNT
STORAGE
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A303
BUILDING SECTIONS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
2 CROSS SECTION
SCALE: 1/4" = 1'-0"
1 SECTION THRU STABLE ROOM
SCALE: 1/4" = 1'-0"
OPEN ABOVE
ELEVATOR
CAB
PERIMETER
ELEVATOR
SHAFT WALL
UP TO THIS
HEIGHT
10'-61
2"6'-31
2"2'-31
2"
TRANSPARENT
STRUCTURAL
GLASS TANK
ROOM FLOOR
Ae Ae
Ae Ae
Ce
TRn TRn
ICF
MFn
Alt1
TJn
AR1
AR3
Be Be
Glass Sided LULA
Elevator Beyond
Water Tank Location
TANK ROOM
48 x 54
Cab
ELEV
ZONE
Construct all levels for
future building addition
connection
BARN LOFT
TAMARACK ROOM
ELEVATOR LOBBY
Beyond
WELL
BORE
PUMP
LEDGE
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
TOWER FLOOR
ELEV 125'-1"
FINISHED MAIN FLOOR
ELEV 100'-0"
BASEMENT SLAB
ELEV 89'-9 1/8"
FINISHED UPPER
MEZZANINE FLOOR
ELEV 109'-10 1/4"
Stair Run 3Stair Run 4412"
838"
1'-112"
Be
Ae
Ce
De
An
Bn
ICF ICF2
MFn
Alt1
AR1
AR2
Cab HJn
Be
Stair Run 2Stair Run 1
AR1
TOILET ROOMS
BARN LOFT
TAMARACK ROOM STABLE
HAY LOFTOPEN TO BELOW
BSMNT STORAGEHALL
STAIRWELL
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A304
BUILDING SECTIONS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
1 SECTION THRU WELL BORE PUMP LEDGE
SCALE: 1/4" = 1'-0"
P5n
1 SECTION THRU WELL BORE
SCALE: 1/4" = 1'-0"
412"
1'-112"
RYLAUR, LLC
14 PHEASANT LANE
NORTH OAKS, MN 55127
P: 612.868.3636
philger@rylaur.com
Sheet No.:
SHEET TITLE:
Drawn By:
VJH
Project Architect:
Drawing History/Revisions:
Drawing Date:
Checked By:
APH
11.26.2024
A. PETER HILGER #15862
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 Architect under the laws of the
State of Minnesota
A. PETER HILGER, AIA
2024 RYLAUR, LLCC
A401
WALL SECTIONS
PROJECT INFORMATION:
CLIENT INFORMATION:
P.O. BOX 159
SCANDIA, MN 55073
SCANDIA WATER TOWER BARN
ARTS & HERITAGE CENTER
20835 OLINDA TRAIL N
SCANDIA, MN 55073
2 EXTERIOR STAIRWELL WALL
SCALE: 3/4" = 1'-0"
EXPOSED LOG STUD
BALLON FRAMING
2" thick WOOD
FLOOR PLANK
LOG JOIST
2" thick HORIZONTAL
WOOD WALL PLANK
4" x 4" LOG STUD
BALLON WALL FRAMING
1" HORIZONTAL
WOOD PLANK SHEATHING
WOOD TIMBER
PERIMETER BEAM
2" thick HORIZONTAL
WOOD WALL PLANK
5/8" DRYWALL
REQUIRED TO
COVER ICF FOAM
EXTERIOR FACE OF
ICF WALL TO ALGIN
w/EXTERIOR FACE
OF NEW EXTERIOR
STUD WALL FRAMING
EXTERIOR FACE OF
ICF WALL TO ALGIN
w/EXTERIOR FACE
OF NEW EXTERIOR
STUD WALL FRAMING
NEW 2" x 4" STUD
WALL FRAMING
w/SPRAY FOAM
INSULATION
2" thick BONDED
INSULATION BOARD
WOOD LAP SIDING
+/- 20'-118" Basement Level to Barn Loft Level Floor to Floor7'-0"1 STABLE WALL
SCALE: 3/4" = 1'-0"
ICF FOUNDATION
WALL REQUIRED
TO HAVE INTERIOR
GYPSUM WALL
BOARD - RUN
GYPSUM BOARD
TO UNDERSIDE
OF MAIN LEVEL
FLOOR DECKING
UNDERSIDE OF
I-JOIST FLOOR
SYSTEM TO
REMAIN UNFINISHED
& EXPOSED TO
BASEMENT LEVEL
(NO CEILING FINISH)
11 7/8" I-JOIST
1 1/2" T & G WOOD
DECKING
2" thick PERIMETER
SHOE IN STABLE
CONCRETE BASMENT FLOOR SLAB
DRAIN TILE SYSTEM
GRADE VARIES
LIMESTONE WATERTABLE
FACADE AROUND
PERIMETER OF BUILDING
EXPOSED LOG STUD
BALLON FRAMING
JOISTS STUBBED
OUT OF WALL AS
INDICATED ON PLAN -
LENGTHS VARY
1" thick HORIZONTAL
WOOD WALL PLANK
4" x 4" LOG STUD
BALLON WALL FRAMING
1" HORIZONTAL
WOOD PLANK
SHEATHING NEW 2" x 4" STUD
WALL FRAMING
w/SPRAY FOAM
INSULATION
2" thick BONDED
INSULATION BOARD
WOOD LAP SIDING
NEW RAFTER
FRAMED STABLE
ROOF
RAFTER
TAIL
FRIEZE BOARD
EXPOSED WOOD
SOFFIT
1 1/2" ISO ROOF INSULATION BASE
2 1/2" ISO TOP ROOF INSULATION LAYER
ROOF SHEATHING
ROOF SHINGLES OVER UNDERLAYMENT
COPPER
GUTTER
SPRAY FOAM RIM
JOIST CAVITIES - TYP
11 7/8" I-JOIST
1 1/2" T & G WOOD
DECKING