SOUTHEAST RECREATIONAL FACILITY REPLACEMENT 715 WEST DAYTON STREET MADISON, WI 53715

Transcription

1 SOUTHEAST RECREATIONAL FACILITY REPLACEMENT 75 WEST DAYTON STREET MADISON, WI 575 DFD CONTRACT NUMBER: LT PLAN COMMISSION FEBRUARY 6, 07 INDEX TITLE NARRATIVE LOCATION MAP CONTEXT PLAN CONTEXT PHOTOS SITE CONCEPT PLAN SITE PLAN GRADING PLAN EROSION CONTROL PLAN / DETAILS STORMWATER PLAN / DETAILS UTILITY PLANS LANDSCAPE PLAN BUILDING ELEVATIONS FLOOR PLANS VIGNETTES / ILLUSTRATIONS

2 NARRATIVE Project Description - ation spaces and include a new shared division 50-meter competition pool and a separate diving well. This competition pool is intended to be the new home site of the UW-Madison Swimming and Diving program and will be designed - Current Zoning Anticipated Schedule UW-Madison Design Review Board # Madison Development Assistance Team city staff review Notify Alder Wood (District #8) in writing Joint Southeast Campus Area Committee-Informational UW-Madison Design Review Board # UDC Informational Meeting Submit Plan Commission application Joint Southeast Campus Area Committee-Recommendation UDC Initial/Final Meeting Plan Commission Approval Meeting Start Construction Substantial Completion Occupancy May 7, 06 July 7, 06 July, 06 July 8, 06 October 8, 06 December 7, 06 January, 07 January 5, 07 February 6, 07 October 07 January 00 Completed Completed Completed Completed Completed Completed

3 LOCATION MAP N 0 500

4 CONTEXT PLAN N 0,000

5 CONTEXT PHOTOS EXISTING SERF

6 CONTEXT PHOTOS 5 6 6

7 SITE CONCEPT PLAN NEW BUS DROP-OFF MAIN ENTRY LEVEL PUBLIC EVENT ENTRY LEVEL BUILDING SERVICES LOADING DOCK N

8 SITE PLAN 8

9 GRADING PLAN 9

10 EROSION CONTROL PLAN 0

11 EROSION CONTROL DETAILS NYLON CORD SEAM SUPPORT NETTING FLOW FOLD " MAX. GEOTEXTILE FABRIC REINFORCED WITH SUPPORT NETTING RING GEOTEXTILE FABRIC FLOW FOLD " MAX. WIRE SUPPORT FENCE RING GEOTEXTILE FABRIC FLOW FOLD " MAX. WIRE SUPPORT FENCE Consultant: WOOD OR STEEL POSTS. LENGTH ' -6" MIN. '-0" MIN. DEPTH IN GROUND COMPANIES, LLC BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL GEOTEXTILE FABRIC WITH ALTERNATE SUPPORT COMPONENTS SHEET FLOW DIRECTION ALTERNATE "A" BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL GEOTEXTILE FABRIC ONLY SHEET FLOW DIRECTION ALTERNATE "B" GEOTEXTILE FABRIC FLOW DIRECTION TIEBACK BETWEEN FENCE POST AND ANCHOR SILT FENCE EXCESS FABRIC ANCHOR STAKE MIN. 8" LONG FLOW DIRECTION NOT FOR CONSTRUCTION NOTES TRENCH DETAIL SILT FENCE SCALE: NOT TO SCALE SILT FENCE TIE BACK. WHEN POSSIBLE THE SILT FENCE SHOULD BE CONSTRUCTED IN AN ARC OR HORSESHOE SHAPE WITH THE ENDS POINTING UPSLOPE TO MAXIMIZE BOTH STRENGTH AND EFFECTIVENESS. CROSS BRACE WITH "x" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS. MINIMUM GAGE WIRE REQUIRED. FOLD FABRIC " OVER THE WIRE AND STAPLE OR PLACE WIRE RINGS ON " C-C.. EXCAVATE A TRENCH A MINIMUM OF " WIDE & 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.. WIRE SUPPORT FENCE SHALL BE GAGE MINIMUM WOVEN WIRE WITH A MAXIMUM MESH SPACING OF 6". SECURE TOP OF GEOTEXTILE FABRIC TO TOP OF FENCE WITH STAPLES OR WIRE RINGS AT " C-C.. GEOTEXTILE FABRIC SHALL BE REINFORCED WITH AN INDUSTRIAL POLYPROPYLENE NETTING WITH A MAXIMUM MESH SPACING OF /" OR EQUAL. A HEAVY DUTY NYLON TOP SUPPORT CORD OR EQUIVALENT IS REQUIRED. 5. STEEL POSTS SHALL BE STUDDED "TEE" OR "U" TYPE WITH A MINIMUM WEIGHT OF.8 LBS/LINEAL FOOT (WITHOUT ANCHOR). FIN ANCHORS SUFFICIENT TO RESIST POST MOVEMENT ARE REQUIRED. WOOD POSTS SHALL BE A MINIMUM SIZE OF " DIA. OR /" x /8" EXCEPT WOOD POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTING SHALL BE A MINIMUM SIZE OF /8" x /8" OAK OR HICKORY. 6. ALTERNATES A & B ARE EQUAL AND EITHER MAY BE USED. 7. CONTRACTOR SHALL INSPECT SILT FENCE DAILY AND REPAIR OR REPLACE AS NEEDED. SEDIMENT SHALL BE REMOVED AND PROPERLY DISPOSED OF WHEN DEPOSITS REACH / THE HEIGHT OF THE FENCE. 8. CONTRACTOR SHALL NOT TRENCH SILT FENCE WITHIN THE CRITICAL ROOT RADIUS OF EXISTING TREES CRITICAL ROOT RADIUS (FEET) =.5 X DIAMETER OF TREE (INCHES). SILT FENCE WITHIN THE CRITICAL ROOT RADIUS SHALL INSTEAD BE PINNED DOWN WITH TIED FILTER BAGS FILLED WITH "-" ANGULAR STONE. 9. ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS. NOTES:. CONTRACTOR SHALL INSPECT INLET PROTECTION DAILY AND REPAIR OR REPLACE AS NEEDED.. SEDIMENT SHALL BE REMOVED AND PROPERLY DISPOSED OF WHEN DEPOSITS REACH THE DESIGN DEPTH OF THE DEVICE OR WHEN THE DEVICE IS NO LONGER FUNCTIONING AS DESIGNED.. CONTRACTOR SHALL REMOVE GEOTEXTILE FILTER FABRIC COVERING INLETS UPON COMPLETION OF THE PROJECT. 0. ATTACH THE FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH AND NAILS. INLET PROTECTION SCALE: NOT TO SCALE State of Wisconsin Department of Administration Division of Facilities Development 60 W. DAYTON STREET, MADISON, WI 575 ADJUST FLARE DIMENSIONS TO MEET SITE CONSTRAINTS ADJUST FLARE DIMENSIONS TO MEET SITE CONSTRAINTS PAVED SURFACE " MIN. THICKNESS " CLEAR STONE LENGTH AS SHOWN ON PLANS NOTE: CONTRACTOR SHALL INSPECT PAD DAILY AND CLEAN OR REPLACE AS NEEDED TO PREVENT TRACKING. 0' MIN. WIDTH INSTALL WISDOT TYPE HR GEOTEXTILE FABRIC UNDER PAD Southeast Recreational Facility Replacement University of Wisconsin Madison, Wisconsin Revisions Sheet Title: No. Date: Description: NOTES:. TRACKING PAD TO BE INSTALLED PRIOR TO ANY TRAFFIC LEAVING THE SITE.. SURFACE WATERS MUST BE PREVENTED FROM PASSING THROUGH THE CONSTRUCTION ENTRANCE. FLOWS SHALL BE DIVERTED AWAY FROM THE CONSTRUCTION ENTRANCE OR CONVEYED UNDER AND AROUND THEM BY USE OF A CULVERT, DIVERSION BERM OR OTHER PRACTICES AS APPROVED BY THE DFD CONSTRUCTION REPRESENTATIVE.. CLEANING BY SCRAPING OR ADDING NEW STONE SHALL BE REQUIRED IF ENTRANCE BECOMES MORE THAN 50% COVERED BY TRACKED MUD. TRACKING PAD SCALE: NOT TO SCALE Graphic Scale DFD Number Set Type Date Issued Sheet Number LT XX /8/06

12 E. CAMPUS MALL E. LAKE STREET STORMWATER PLAN NEW 6' DIA. STORM MANHOLE (CLOSED LID) RIM = EX. 9"X5" E&W INV = 85.0 " S INV = L.F. OF NEW " DIA. PVC STORM 0.67% STP- NEW ' DIA. CATCH BASIN (OPEN GRATE) W/ CURB FRAME AND GRATE RIM = EX.5" NE INV = 85. 5" S INV = 85.0 W. DAYTON STREET Consultant: COMPANIES, LLC " STORM SEWER CONNECTION TO BUILDING INV = L.F. OF NEW 5" DIA. PVC STORM 0.86% STP- 0 L.F. OF NEW SLOTTED DRAIN W/-FOOT WIDE, " THICK CONCRETE APRON ADJACENT TO EACH SIDE OF THE SLOT. CONNECT TO EXISTING " DIA. RCP STORM SEWER WITH CONCRETE COLLAR -FOOT MINIMUM AROUND PIPE (EMERGENCY OVERFLOW ROUTE) NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = N INV = " SE INV = L.F. OF NEW 5" DIA. PVC STORM 0.8% STP NEW SOUTHEAST RECREATIONAL BUILDING FIRST FLOOR EL = NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " NW INV = " S INV = 85.5 NOT FOR CONSTRUCTION NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " SW INV = " E INV = L.F. OF NEW " DIA. PVC STORM STP L.F. OF NEW " DIA. PVC STORM STP L.F. OF NEW " DIA. PVC STORM SEWER@.% STP- NEW ' DIA. STORM MANHOLE (CLOSED LID) RIM = " W INV = " E INV = # # L.F. OF NEW 5" DIA. PVC STORM 0.8% STP-9 NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " N INV = " S INV = L.F. OF NEW 5" DIA. PVC STORM 0.8% STP-8 NEW ' DIA. STORM MANHOLE (CLOSED LID) RIM = " N INV = 85. 5" S INV = 85. " W INV = L.F. OF NEW 5" DIA. PVC STORM STP-7 State of Wisconsin Department of Administration Division of Facilities Development 60 W. DAYTON STREET, MADISON, WI EXISTING LABAHN ARENA NEW ' DIA. INLET (OPEN GRATE) RIM = " E INV = NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " E INV = L.F. OF NEW " DIA. PVC STORM STP- NEW ' DIA. CATCH BASIN(OPEN GRATE) RIM = " W INV = 855. " E INV = L.F. OF NEW " DIA. PVC STORM STP NEW SEDIMENTATION CHAMBER ROWS OF 6'-"X7'-"X7'-" PRECAST RC BOX CHAMBERS - " PVC EQUALIZATION PIPES BETWEEN THE BOX CULVERT ROWS N RIM = (CLOSED LID) S RIM = (CLOSED LID) OUTSIDE TOP = INSIDE TOP = INSIDE BOTTOM = 89.7 PERMANENT POOL = " N INV. = 85.7 " W INV. = L.F. OF NEW " DIA. PVC STORM STP-6 NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " W INV = 85.0 " E INV = Southeast Recreational Facility Replacement University of Wisconsin Madison, Wisconsin Revisions Sheet Title: No. Date: Description: NOTES:. MAINTAIN CODE REQUIRED SEPARATION BETWEEN SEWER AND WATER FACILITIES.. PIPE LENGTHS ARE TO CENTER OF THE STRUCTURE, UNLESS OTHERWISE NOTED.. SEWER INSTALLATION SHALL PROCEED FROM DOWNSTREAM TO UPSTREAM.. CONTRACTOR SHALL ADJUST ALL EXISTING AND NEW UTILITY CASTINGS, MANHOLES, CLEANOUTS AND ACCESS BOXES TO PROPOSED GRADING. 5. CONNECT SANITARY BUILDING SEWER, STORM SEWER AND WATER SERVICE TO CITYOF MADISON OWNED MAINS IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND PERMIT REQUIREMENTS OF THE CITY. 6. MAINTAIN PROPER DRAINAGE AT ALL TIMES DURING CONSTRUCTION. LEGEND SITE LIMITS NEW STORM SEWER NEW STORM CATCH BASIN/INLET NEW STORM MANHOLE / ACCESS RISER EMERGENCY OVERFLOW ROUTE Graphic Scale DFD Number Set Type Date Issued Sheet Number 0' 5' 0' 0' 0' LT XX /8/06 C0

13 SEDIMENTATION CHAMBER DETAIL

14 E. CAMPUS MALL SITE UTILITY PLAN NEW 6' DIA. STORM MANHOLE (CLOSED LID) RIM = EX. 9"X5" E&W INV = 85.0 " S INV = L.F. OF NEW " DIA. PVC STORM 0.67% STP- W. DAYTON STREET 66 L.F. OF NEW 8" DIA. PVC SANITARY 0.5% E. LAKE STREET NEW ' DIA. CATCH BASIN (OPEN GRATE) W/ CURB FRAME AND GRATE RIM = EX.5" NE INV = 85. 5" S INV = 85.0 CONNECT TO EX. 8" DIA. SANITARY SEWER AT INV L.F. OF NEW 8" DIA. PVC SANITARY 0.0% Consultant: NEW ' DIA. SANITARY MANHOLE (CLOSED LID) RIM = " N INV = " SE INV = L.F. OF NEW 8" DIA. PVC SANITARY 0.50% COMPANIES, LLC NEW ' DIA. SANITARY MANHOLE (CLOSED LID) RIM = " NW INV = 89. 8" S INV = " STORM SEWER CONNECTION TO BUILDING INV = " SANITARY SEWER CONNECTION TO BUILDING INV = 89.8 FIRE HYDRANT AND AUXILIARY VALVE TO BE RELOCATED L.F. OF NEW 5" DIA. PVC STORM 0.86% STP- 0 L.F. OF NEW SLOTTED DRAIN -" DIA. PIPE W/-FOOT WIDE, " THICK CONCRETE APRON ADJACENT TO EACH SIDE OF THE SLOT. CONNECT TO EXISTING " DIA. RCP STORM SEWER WITH CONCRETE COLLAR -FOOT MINIMUM AROUND PIPE NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = N INV = " SE INV = NEW SOUTHEAST RECREATIONAL BUILDING FIRST FLOOR EL = L.F. OF NEW 5" DIA. PVC STORM 0.8% STP-0 NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " NW INV = " S INV = 85.5 NOT FOR CONSTRUCTION L.F. OF NEW " DIA. PVC STORM NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " SW INV = " E INV = STP- 5 L.F. OF NEW " DIA. PVC STORM STP L.F. OF NEW 8" DIA. CHILLED WATER SERVICE PIPE 5 L.F. OF NEW 8" DIA. CHILLED WATER RETURN PIPE 7 L.F. OF NEW " DIA. PVC STORM SEWER@.% STP- NEW ' DIA. STORM MANHOLE (CLOSED LID) RIM = " W INV = " E INV = # # L.F. OF NEW 5" DIA. PVC STORM 0.8% STP-9 NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " N INV = " S INV = L.F. OF NEW 5" DIA. PVC STORM 0.8% STP-8 9 L.F. OF NEW 8" DIA. PVC SANITARY 0.55% NEW 5' DIA. VALVE VAULT W/ 8" VALVE TAP INTO EXISTING WATER MAIN RIM = xxx (CLOSED LID) 58 L.F. OF NEW 8" DIA. DIP WATER MAIN NEW ' DIA. SANITARY MANHOLE (CLOSED LID) RIM = " N INV = " SW INV = NEW ' DIA. STORM MANHOLE (CLOSED LID) RIM = " N INV = 85. 5" S INV = 85. " W INV = L.F. OF NEW 5" DIA. PVC STORM STP-7 State of Wisconsin Department of Administration Division of Facilities Development 60 W. DAYTON STREET, MADISON, WI 575 NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " E INV = EXISTING LABAHN ARENA NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " E INV = L.F. OF NEW " DIA. PVC STORM STP- 86 NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " W INV = 855. " E INV = L.F. OF NEW " DIA. PVC STORM STP-5 NEW ' DIA. SANITARY MANHOLE (CLOSED LID) RIM = " NE INV = " SW INV = L.F. OF NEW 8" DIA. PVC SANITARY 0.% 860 L.F. OF NEW 8" DIA. PVC SANITARY 0.9% NEW SEDIMENTATION CHAMBER ROWS OF 6'-"X7'-"X7'-" PRECAST RC BOX CHAMBERS - " PVC EQUALIZATION PIPES BETWEEN THE BOX CULVERT ROWS N RIM = (CLOSED LID) S RIM = (CLOSED LID) OUTSIDE TOP = INSIDE TOP = INSIDE BOTTOM = 89.7 PERMANENT POOL = " N INV. = 85.7 " W INV. = L.F. OF NEW " DIA. PVC STORM STP-6 NEW ' DIA. CATCH BASIN (OPEN GRATE) RIM = " W INV = 85.0 " E INV = Southeast Recreational Facility Replacement University of Wisconsin Madison, Wisconsin Revisions Sheet Title: No. Date: Description: NOTES:. MAINTAIN CODE REQUIRED SEPARATION BETWEEN SEWER AND WATER FACILITIES.. PIPE LENGTHS ARE TO CENTER OF THE STRUCTURE, UNLESS OTHERWISE NOTED.. SEWER INSTALLATION SHALL PROCEED FROM DOWNSTREAM TO UPSTREAM.. CONTRACTOR SHALL ADJUST ALL EXISTING AND NEW UTILITY CASTINGS, MANHOLES, CLEANOUTS AND ACCESS BOXES TO PROPOSED GRADING. 5. CONNECT SANITARY BUILDING SEWER, STORM SEWER AND WATER SERVICE TO CITYOF MADISON OWNED MAINS IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND PERMIT REQUIREMENTS OF THE CITY. 6. MAINTAIN PROPER DRAINAGE AT ALL TIMES DURING CONSTRUCTION. NEW ' DIA. SANITARY MANHOLE (CLOSED LID) RIM = " NE INV = " SW INV = 85.9 G LEGEND SITE LIMITS NEW SANITARY SEWER NEW STORM SEWER NEW STORM CATCH BASIN/INLET NEW STORM MANHOLE / ACCESS RISER NEW GAS SERVICE NEW WATER SERVICE NEW WATER VALVE / VALVE BOX Graphic Scale DFD Number Set Type Date Issued Sheet Number 0' 5' 0' 0' 0' LT XX /8/06

15 LANDSCAPE PLAN 5

16 LANDSCAPE PLANT LIST UW Madison SERF PLANT PALETTE Key Botanical Name Common Name Quantity Size Spec Comments Deciduous Trees AF Acer x. freemanii 'Sienna' Sienna Glen Maple 5.5" Cal. B&B Branching shall start at 7'-0" AL Amelanchier laevis 'Cumulus' Cumulus Alleghany Serviceberry " Cal. B&B Single, Straight Leader CA Cornus alternafolia Pagoda Dogwood 6' Ht. CC Carpinus caroliniana 'J.N. Strain' J.N. Strain of Musclewood " Cal. B&B Single, Straight Leader CV Crategus viridis 'Winter King' Winter King Hawthorn " Cal. B&B Low branching or multi-stem GB Ginkgo biloba 'Magyar' Magyar Ginkgo.5" Cal. B&B Branching shall start at 7'-0" PC Pyrus calleryana 'Chanticleer' Chanticleer Flowering Pear.5" Cal. B&B Match specimens; branching shall start at 5'-0" QR Quercus robur 'Skymaster' Skymaster English Oak " Cal. B&B Branching shall start at 7'-0" QS Quercus x schuettei Swamp x Bur Oak.5" Cal. B&B Single, straight leader; branching shall start at 5'-0" m UF Ulmus 'Frontier' Frontier Elm " Cal. B&B Single, straight leader; branching shall start at 5'-0" m VP Viburnum prunifolium'mckrouge' Forest Rouge Blackhaw Viburnum 5' Ht. B&B Multi-Stem, Min. Leaders Evergreen Trees Deciduous Shrubs Am Aronia melanocarpa 'Morton' Iroquois Beauty Black Chokeberry 7 #5 Cont. Space '-0" o.c. Cf Cornus stolonifera 'Farrow' Arctic Fire Red Twig Dogwood 5 #5 Cont. Space '-6" o.c. Hk Hypericum kalmianum 'Ames' Ames St. John's Wort # Cont. Space '-0" o.c. Ha Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 5 gal. Cont. Space as indicated on plans Po Physocarpus opulifolius 'Seward' Summer Wine Ninebark 0 #5 Cont. Space 5'-0" o.c. Ra Rhus aromatica 'Gro-Low' Gro-Low Fragrant Sumac 9 # Cont. Space 5'-0" o.c. Rt Rhus typhina 'Bailtiger' Tiger Eyes Cutleaf Staghorn Sumac gal. Cont. See plan for spacing Evergreen Shrubs Tm Taxus x media 'Tauntonii' Taunton Yew 8 8" spr. Cont. Space '-0" o.c. Perennials / Ornamental Grasses ah Amsonia hubrichtii 'Halfway to Arkansas' Halfway to Arkansas Narrow Leaf Blue Star 6 gal. Cont. Space '-0" o.c. as Allium 'Summer Beauty Summer Beauty Allium 5 gal. Cont. Space " o.c. bt Baptisia x varicolor 'Twilite' Twilite Prairieblues Wild Indigo 6 gal. Cont. Space 6" o.c. cak Calamagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass gal. Cont. Space " o.c. ce Carex eburnea IvorySedge 7 gal. Cont. Space " o.c. cn Calamintha nepeta ssp. nepeta Lesser Calamintha 07.5" Cont. Space 8" o.c. cr Carex rosea Golden Star Sedge 6 gal. Cont. Space " o.c. da Dryopteris affinis 'The King' The King Golden Scaled Male Fern 6 gal. Cont. Space " o.c. di Dryopteris intermedia Fancy Fern 5 gal. Cont. Space " o.c. ep Echinacea pallida Pale Purple Coneflower 90 gal. Cont. Space " o.c. ev Epimedium x versicolor 'Sulphureum' Yellow Flowered Epimedium gal. Cont. Space " o.c. ha Hosta 'Blue Angel' Blue Angel Hosta gal. Cont. Space 0" o.c. hf Hosta 'Fire Island' Fire Island Hosta 6 gal. Cont. Space " o.c. pa Polystichum acrostichoides Christmas Fern 5 gal. Cont. Space 8" o.c. pv Panicum virgatum 'Shenandoah' Shenandoah Switch Grass 5 gal. Cont. Space 6" o.c. sa Sedum 'Autumn Fire' Autumn Fire Sedum 9 gal. Cont. Space 5" o.c. sh Sporobolus heterolepis Prairie Dropseed gal. Cont. Space " o.c. sm Salvia nemorosa 'May Night' May Night Salvia gal. Cont. Space 5" o.c. ss Schizachyrum scoparium 'The Blues' The Blues Little Bluestem 8 gal. Cont. Space " o.c. 6

17 Mechanical Penthouse Roof (TOS) 96' - 0" Roof Access (TOS) 95' - 0" 7 - Roof TOS 9' - 8" 8-0 Level Mezzanine 95' - 8" 0-0 Level 907' - 8" Level Mezzanine 889' - 8" LaBahn Arena Connection 880' - 0" Level 87' - 8" Main Entry Door Levele 869' - " Level 856' - 0" / Basement Mechanical 8' - 8" W

18 Roof Access s (TOS) 95 ' - 0" Roof TOS 9 ' - 8" - Level Mezzanine 95 ' - 8" 6-0 Level 907 ' - 8" Level Mezzanine 889 ' - 8" LaBahn Arena Connection 880 ' - 0" Level 87 ' - 8" GENERATOR SCREEN WALL Level 856' - 0" Basement Mechanical 8' - 8" S

19 Mechanical Penthouse Roof (TOS) 96' - 0" Roof Access (TOS) 95' - 0" Roof TOS 9' - 8" - Level Mezzanine 95' - 8" Level 907' - 8" 50-0 Lev el Mezzanine 889' - 8" -9 Level 87' - 8" Level el 856' - 0" Basement Mechanical 8' - 8"

20 Roof Access (TOS) 95' - 0" 7 - Roof TOS 9' - 8" 8-0 Level Mezzanine 95' - 8" 0-0 Level 907' - 8" 6-0 Lev el M Mezz anine 889' - 8" NATATORIUM ENTRANCE Level 87' - 8" Main Entry Door Level 869' - " Level 856' - 0" Basement Mechanical 8' - 8"

21 FLOOR PLAN - BASEMENT AE00 AE0 AE0 AE J H G F 7 AE.5 E 56'-0" AE0 D AE0 AE0 AE0 8 AE.5 AE00 C B A 5'-7 /8" '-6 /" '-0 7/8" STAIR POOL FLOOR MECHANICAL SPACE POOL CHEMICAL STORAGE 07 CONTROL AREA 006 POOL MECHANICAL 00 ELEV MACHINE ROOM ELEV 007 AE.5 AE5 POOL CHEMICAL STORAGE CONTROL AREA 005 AE5 SURGE TANK - 50M 00 FILTRATION PUMP AND STORAGE - 50M 00 COAT PREFINISHED LOUVER HOISTWAY 008 AE.5 AE5 SURGE TANK - DIVE 00 STAIR AE5 '-6 /" 6'-0 7/8" 67'-" 05'-8 /8" FLUID APPLIED WATER PROOFING AND " XPS RIGID INSULATION - TYPICAL AT ALL FOUNDATION WALLS AE50 AE00 AE0 AE0 COAT PREFINISHED LOUVER STRUCTURAL SLAB WITH WATER STOPS TYPICAL WATER PROOFING UNDER SLAB-TYPICAL INSULATED ALUMINUM FRAME 6'-" 9'-0" 79'-7" '-9" 8'-" 0'-9" CORE & SHELL FLOOR PLAN - BASEMENT LEVEL /6" = '-0" N

22 FLOOR PLAN - LEVEL AE0 AE00 AE0 FLUID APPLIED WATER PROOFING AND " OF INSULATION BELOW GRADE AE00 AE0 CLEAR ANODIZED ALUMINUM ENTRY SYSTEM WITH " INSULATED GLAZING, PROVIDE PUSH BUTTON ADA OPERATOR AT ONE PAIR OF INNER AND OUTER DOORS 7'-" '-8" 9'-0 /6" AE50 AE5 09'-0 /6" AE50 PRECAST COLUMN COVERS - COLOR AND FINISH TO MATCH BUILDING PRECAST PANELS AE00 AE.5 AE0 AE0 AE00 ALUMINUM AREAWELL COVER AE5 AE0 7'-" 8'-" 7'-0 /6" 0'-9 5/6" 9'-7 /6" AE50 AE85 AE9 AE9 AE9 AE5 '-8" AE5 STAIR 5 0'-5 /" 8 AE.5 6 AE.5 7 AE5 8'-" AE550 AE5 AE550 AE550 '-8 9/" '-8 9/" AE550 '-0" 6'-8" AE5 AE5 5 AE.5 AE5 '-0 /" 7'-0" '-0 /" 9'- /8" 5'-7 9/6" '- /" '-0 /6" '-" '- 9/" '- /" 7'-6 /6" 6'-0" 6'- 9/6" 7 AE.5 0'- /8" 8'- 5/6" " INSULATED PRECAST PANELS INSULATED OVERHEAD DOOR () X8 INSULATED ALUMINUM DOORS AND FRAME AE0 AE0 FLUID APPLIED WATER PROOFING AND " OF INSULATION BELOW GRADE AE5 9'- 9/6" LA BAHN AE.5 CONNECTION ELEV VESTIBULE 96'- /" 6'-" 9'-0" 8'- /" AE50 '-0" 5'- 9/6" 9'- 9/6" AE5 98'-0 /" AE00 AE5 7'-0 /6" '- /" '-0 /" 5'-6 /6" AE.5 '- 7/8" '-0 /" '-" 5'-" AE5 ' X 7' ACCESS DOOR ALUMINUM GRATE WITH HATCH AT AREAWELL AE0 X8 INSULATED ALUMINUM DOOR/FRAME AE AE0 AE0 ALUMINUM AREAWELL COVER STEPPED FOUNDATION WALL WITH FLUID APPLIED VAPOR BARRIER AND " XPS RIGID INSULATION BELOW GRADE WITH " PRECAST PANELS ABOVE GRADE 0'-6" x 8'-0" GENERATOR WITH '-0" CLEARANCE AROUND GENERATOR 5' - 8" HIGH PRECAST CONCRETE ENCLOSURES-COLOR FINISH TO MATCH PRECAST PANELS AT BUILDING N

23 6 FLOOR PLAN - LEVEL AE00 AE0 AE0 CLEAR ANODIZED ALUMINUM ENTRY SYSTEM WITH - " INSULATED GLAZING PROVIDE PUSH BUTTON ADA OPERATOR AT ONE PAIR OF INNER AND OUTER DOORS AE00 AE0 97'- /" '-5 /" '-0 /" 6'-7 /" '-0 7/8" '-0" 96'-8 /6" '- /8" '-9 /6" ALTERNATE '-0 /" ALTERNATE AE50 6'-7 /" 8'-6" '-8" 6'-" '-8" 6'-" '-8" 7'-6 /6" ALTERNATE AE50 AE85 AE9 AE9 AE5 6 ALTERNATE AE.5 AE5 AE9 6'-6 /8" 6'-7 /" 6'-7 /" 6'-7 /" 7'-0 9/" AE5 AE50 7'- 5/8" AE5 AE0 AE0 AE0 AE00 ALTERNATE INSULATED ALUMINUM DOOR AND FRAME ALTERNATE AE5 ALTERNATE ALTERNATE AE00 AE5 70'-7 /6" 9'- /6" '-6" 8'-0 /" '-0 /" 8 AE.5 STAIR 5 0'- /" 8 AE5 AE550 AE5 '-" ALTERNATE 60'- 9/" 7'-9 7/" 8'-" 58'-0 7/" 7 AE.5 5 AE.5 ALTERNATE ALTERNATE AE57 AE0 AE5 7'-0 7/" '-9 /6" OPEN TO BELOW 8'-8 /" 0'- 9/6" 0'- 9/6" ELEV AE.5 AE.5 ALTERNATE AE5 ALTERNATE 8'-7 /" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'- 7/" 0'-" 55'-" 0'-0 7/8" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 5'- /6" 98'- /" ALTERNATE AE00 AE50 AE5 AE5 0'-6" 9'-9" 0'-" ALTERNATE 6" 6" '-0 /" ALTERNATE AE5 INSULATED ALUMINUM DOOR AND FRAME LABAHN CONNECTION ABOVE AE0 AE0 N

24 FLOOR PLAN - LEVEL MEZZANINE AE0 AE AE00 AE0 AE0 AE00 AE50 AE85 AE9 AE9 AE9 AE5 BELOW 0'-0 /" 7'- /" 70'-9 /" 6'-0" AE50 AE5 6 AE.5 AE50 BELOW AE5 AE5 AE0 AE0 AE0 AE00 8" CAPS STAIR 5 AE5 '- /" 0'- /" '- /" ALTERNATE 8 AE.5 AE00 OPEN TO BELOW AE5 7'- /" 5'- 5/6" '-0" 8'- /6" 0'-" 5'-0" AE5 ALTERNATE ALTERNATE ALTERNATE 9 AE5 LABAHN CONNECTION 5 AE50 0'- 9/6" 7'-6 5/8" ELEV AE.5 OPEN TO BELOW AE5 ALTERNATE ALTERNATE AE00 ALTERNATE OPEN TO BELOW ALTERNATE AE5 ALTERNATE ALTERNATE AE.5 ALTERNATE ALTERNATE WITH 8" CAPS '- /" ALTERNATE 7 AE.5 5 AE5 '-" AE.5 ALTERNATE ALTERNATE AE57 AE0 ALTERNATE AE5 ALTERNATE AE5 6" '-0 /" '-9 /6" 7'-0 7/" 60'- 9/" 7'-9 7/" 8'-" 5'-8 /" '-0" 8'-7 /" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'- 7/" 0'-7" 7'-0" 7'-9" 0'-0 7/8" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 9'-6 /6" 8'-5 5/6" 5'- /6" 0'-6" 9'-9" AE0 AE0 98'- /" N

25 FLOOR PLAN - LEVEL AE AE00 AE0 AE0 AE0 0'- /" 7'-5 5/" 70'-8 /" 6'-0" AE00 AE50 AE9 AE9 AE9 AE5 AE50 AE5 AE50 AE.5 AE0 AE0 WITH 8" CAPS AE5 OPEN TO AE00 BELOW 0 AE5 OPEN TO BELOW '- /" ALTERNATE 7 AE5 AE.5 AE5 5 AE.5 ALTERNATE '-" STAIR 5 AE5 '- /" 0'- /" AE05 AE57 AE0 ALTERNATE AE0 8 AE.5 AE00 AE5 AE5 AE.5 AE.5 ALT. AE5 AE5 6 AE50 5 AE5 AE5 AE00 8'-7 /" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'- 7/" 0'-7" 7'-0" 7'-9" 7'-9" 0'-6" 9'-9" 7'-7 9/" 5'-8 /" '-0" 5'-0" 8'-6" 0'-7 /6" 9'-7 9/6" 0'- 9/6" 98'- /" '-0 /" '-9 /6" 7'-0 7/" 60'- 9/" 7'-9 7/" 8'-" 5'-8 /" '-0" 8'- 5/6" AE AE0 AE0 N 5

26 FLOOR PLAN - LEVEL MEZZANINE AE0 AE AE00 AE0 '- /" AE00 AE0 7'- /6" 99'-0 /6" 5'-" 6'- 7/8" 99'-5 /" AE50 AE9 AE9 AE9 AE5 WITH 8" CAPS AE50 AE5 X PAVERS AE50 ROOF ASSEMBLY ALTERNATE X PAVERS AE00 6'- /" AE5 5 AE5 AE5 ALT. AE5 5 AE.5 7 AE.5 5 AE5 5'-0" STAIR 5 AE.5 AE0 AE0 AE0 AE00 AE5 WITH 8" CAPS 7'-6 7/" '- /" 8 AE.5 9'- /6" 0'- /" OPEN TO BELOW 0'- 9/6" AE.5 AE5 7 AE5 AE50 0'- 9/6" AE00 OPEN TO BELOW AE5 AE.5 '- 9/6" 6 AE5 AE5 '-0 /" 70'-7 5/" AE05 AE57 8'-7 /" AE0 8'-7 /" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-5 9/" 5'-" '-8 9/" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" 0'-6 /6" 8'-5 5/6" '-6 5/" 9'-9" AE AE0 AE0 N 6

27 PERSPECTIVE FROM WEST

28 PERSPECTIVE FROM WEST

29 PERSPECTIVE FROM EAST

30