The URL can be used to link to this page

Architectural Plan SetCHANHASSEN SPECIALTY RETAIL VILLAGE ON THE PONDS LAKE DRIVE & MAIN STREET CHANHASSEN, MINNESOTA ABBREVIATIONS ABV -ABOVE ACC -ACCESSIBLE AFF -ABOVE FINISFIED FLOOR AFCFI -AFCFIITECT ALUM -ALUMINUM APPFOX -APPROXIMATE BPL -BEARING PLATE EM -EENCFI MARK ELKC -BLOCKING BOT -BOTTOM BOW -BOTTOM OF WALL GIP -CAST-IN-PLACE CE -CATCFI BASIN CLC -CEILING CT -CEFAM IC TILE CLF -CLEAR (ANCE) GONG -CONCRETE CMU -CONCRETE MASONRY UNIT CONST -CONSTRUCTION CONT -CONTINUE (OUB) CFS -COURSE CJ -CONTROL JOINT DTL -DETAIL DIA -DIAMETEF DIM -DIMENSION DF -DOOF DS -DOWNSPOUT DWG -DRAWING DF -DFINKINC FOUNTAIN ELECT -ELECTRIC (AL) EL -ELEVATION EQ -EQUAL EXIT -EXFIAUST MAT -MATERIAL NOW -FICFIT OF WAY EXIST -EXISTING MRI -MANFIOLE FM -ROOM EJ -EXPANSION JOINT MFR -MANUFACTURE NO -FOUCFI OPENING EXP -EXPANSION MAS -MASONRY FSS -ROD AND SFIELF EF -EXFIAUST FAN MO -MASONRY OPENING SFITC -SFIEATFIINC ELECFAN L -ELECTRICAL PANEL MTL -METAL SRIF -SFIOWEF EWC -ELECTRIC WATER COOLER MISC -MISCELLANEOUS SIM -SIMILAR EXT -EXTERIOR NIG -NOT IN CONTRACT SC -SOLID CORE FFE -FINISFIED FLOOR ELEVATION NTS -NOT TOSCALE SPEC -SPECIFICATIONS FPL -FIREPLACE NO -NUMBER SQ -SQUARE FD -FLOOR DRAIN OC -ON CENTER 5 STL -STAINLESS STEEL FTG -FOOTING OPNC -OPENING SD -STORM DRAIN FND -FOUNDATION OFF -OPPOSITE STFUCT -STRUCTURAL FIT -FIRE FIYDFANT OPFI -OPPOSITE HAND SYM -SYMMETRY (I CAL) CA -GAGE, GAUGE OD -OUTSIDE DIAMETER TFIK -THICKNESS CALV -GALVANIZED OH -OVEFFIEAD TOC -TOP OF CONCRETE CC -GENERAL CONTRACTOR OFID -OVEFFIEAD DOOF TOS -TOP OF SLAB CE -GRAB BAR PAF -PARALLEL TOW -TOP OF WALL HDW -FIAFDWAFE PART -PARTITION T -TREAD HVAC -HEATING / VENTILATION / PVMT -PAVEMENT TYP -TYPICAL AIF CONDITIONING P LAM -PLASTIC LAMINATE TOF -TOP OF FOOTING FIT -HEIGHT PL -PLATE UNF -UNFINISHED FIC -HANDICAP PT -PRESSURE TREATED OF -URINAL FIM -HOLLOW METAL PVC -POLYVINYL CFILOPJDE UNO -UNLESS NOTED OTFIEFWISE HOF -FIOFIZONTAL PSF -POUNDS PER SQUARE FOOT VERT -VERTICAL FIB -HOSE BIBB PSI -POUNDS PER SQUARE INCH OFF -VENT TFIFU ROOF INCL -INCLUDE PC -PRECAST WD -WOOD ID -INSIDE DIAMETER PL -PROPERTY LINE WC -WATER CLOSET INSUL -INSULATION PP -POWER POLE WHI -WATEF HEATER INT -INTERIOR QT -QUARRY TILE WP -WATERPROOFING INV -INVERT F -RADIUS WF -WATEF RESISTANT JST MOIST FA -RETURN AIF WWF -WELDED WIFE FABRIC LAM -LAMINATE FD -ROOF DRAIN W -WIDTH, WIDE LAV -LAVATORY REF -REFERENCE YH -YARD FIYDFANT LFI -LEFT HAND FF -ROCK FACE YD -YARD DRAIN LT -LIGHT RFI -RIGHT HAND YI -YARD INLET PROJECT TEAM DEVELOPER: VENTURE PA55 PARTNERS, LLC. RANDY FAUWEFDINK rrauwerdmk@verturepass. net I DG20 WATERFORD COURT (61 2) 801-43 13 SFIOFEWOOD, MN 55331 ARCHITECT: TU5HIE MONTGOMERY ARCHITECTS ANDREW KFENIK- PROJECT ARCFIITECT Andyk@tmlarchltects.com 7645 LYNDALE AVENUE SOUTFI, # 100 (61 2) 8G I-DG36 MINNEAPOLIS, MINNESOTA 55423 FAX (G 12) 8G I-DG32 LANDSCAPE ARCHITECT: TU5HIE MONTGOMERY ARCHITECT5 GARY TUSFiIE jaryt@tmlarchltects.com KEVIN KFOEN (DESICNEF) kevink@tmlarchltects.com 7645 LYNDALE AVENUE SOUTFI, # 100 (61 2) 8G I-DG36 MINNEAPOLIS, MINNESOTA 55423 FAX (G 12) 8G I-DG32 CIVIL ENGINEER: 5AMBATEK MIKE BULTMAN mbultman@sambatek.com 12,500 WHIITEWATEF DRIVE, #300 (763) 476-6010 MINNETONKA, MN 55343 FAX (763)476-8532 MECHANICAL * ELECTRICAL ENGINEER: CAIN THOMAS A5501CATF-5 JAY CAIN Jca1n@calnthomas.com EIFCH LAKE PROFESSIONAL BUILDING (G5 1) 42G 9549 13 10 EAST HIGHWAY DG FAX (65 1) 42G 5048 WHITE BEAR LAKE, MN 55 1 10 SITE LOCATION GENERAL NOTES ALL NECE55ARY AND/OR REQUIRED TE5T5, IN5PECTION5 SHOP DRAWING REVIEW5 ANDDRAWING INTERPREATION5, REQUIRED BY THE GEN ERAL CON DITION5, SHALL BE EXECUTED BY A REG15TERED ARCHITECT AND/OR BY A REG15TERED ENGINEER: IF NOT, THE ARCHITECT OF RECORD AND/ OR THE ENGINEER OF RECORD SHALLRE HELD HARMLE55 FOR THAT PORTION OF THE WORK IMPROPERLY EXECUTED. THE N5PECTION ARCHITECT AND/OR ENGINEER SHALL BECOME RE5PON515LE FORTH05E IN5PECTION5, DEC1510N5 AND/OR DOCUMENT INTERPREATION5 MADE A5 THEY RELATETO THE CONTRACT DOCUMENTS AND THEIR INTENT. ■ DIMENSIONS GIVEN FOR MA5ONRY ON ARCHITECTURAL DRAWING5, ARE NOMINAL UNLE55 OTHERWI5E NOTED. ■ 5CALED MEA5UREMENT5 OF DRAWING5 SHALL NOT BE ALLOWED. ■ DIMEN51ON FORSTUD WALL5 ARE TO FACE OF STUD AND DIMENSIONS FOR MA5ONRY WALL5 ARE TO FACE OF BLOCK UNLE55 STATED OTHERWI5E. ■ ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES AND M05T STRINGENT SHALL APPLY. PROJECT INFO. PROPOSED BUILDING SINGLE STORY SPECIALTY RETAIL GROUND FLOOR ................................... 23,520 S.F. BUILDING CONSTRUCTION 15 FOR SFIELL SPACE ONLY. ANTICIPATED USE 15 RETAIL. INTERIOR LAYOUT AND TENANT CODE EVALUATION TO EE DETERMINED BY TENANT IMPROVEMENT PLANS SUBMITTED UNDER SEPARATE CONTRACT. CODE INFORMATION DRAWINGS AND CONSTRUCTION SFIALL COMPLY WITFI MINNESOTA STATE BUILDING CODE INCLUDING INTERNATIONAL BUILDING CODE, YEAR 201 2 EDITION AS ADOPTED, QUALIFIED AND AMENDED BY MN SBC JUNE 2, 201 5 TYPE OF CONSTRUCTION II -E TOTAL BUILDING FOOTPRINT AREA 23,520 SF BUILDING WILL EE SPFINKLEFED PER NFPA 13 IBC TABLE 503 ...................... M OCCUPANCY (MERCANTILE) BASIC ALLOWABLE AREA: 12,500 SF AREA MODIFICATIONS: IBC 506.3 (INCREASE 300% 37,500 SF W/ AUTOMATIC SPRINKLERS) TOTAL ALLOWABLE AREA: 50,000 SF IBC 50,5.3.2: ................................ NO SEPARATION REQUIRED (NONSEPEFATED OCCUPANCY) BUILDING AREA OF 23,520 SF <50,000 SF OCCUPANT LOAD: IBC TABLE 1004. 1. 1 23,520/30 = 784 OCCUPANTS EXIT ACCESS REQUIREMENTS IBC 10 1 4.3: EXC. #I COMMON PATH OF ECFE55 TRAVEL < 75' DISTANCE PROVIDED <75' IBC TABLE 10 15. 1: 4 EXITS PROVIDED IEC 1 01 5.2. 1: EXC. #2 SEPARATE DISTANCE BETWEEN EXITS SHALL BE > 1/3 DIAGONAL DISTANCE DISTANCE PROVIDED > 1/3 IEC TABLE 10 1 G. 1: MAXIMUM TRAVEL DISTANCE W/ AUTOMATIC SPFINKLEFS: 250' MAXIMUM PROVIDED DISTANCE 15 <250' DRAWING INDEX CS COVER SUEET SURVEY CIVIL C 1 .0 1 TITLE SFIEET C2.01 EXISTING CONDITIONS C2.02 DEMOLITION PLAN C2.03 PRELIMINARY PLAT C3.01 CIVIL SITE PLAN C4.01 GRADING PLAN C5.01 EROSION CONTROL PLAN - PFIASE I C5.02 EROSION CONTROL PLAN - PFIASE I C5.03 EROSION CONTROL DETAILS CG.01 UTILITY PLAN C7.01 CONSTRUCTION DETAILS C7.02 CONSTRUCTION DETAILS C7.03 CONSTRUCTION DETAILS C7.04 CONSTRUCTION DETAILS ARCHITECTURAL LI.O SITE PLAN L2.0 PLANTING PLAN L3.0 SITE DETAILS L3. I PLANTING DETAILS L4.0 SITE LICFITINC Al .0 FLOOR PLAN A 1 . 1 ROOF PLAN A2.0 ELEVATIONS (WITFIOUT LANDSCAPING) A2. I ELEVATIONS (WITFI LANDSCAPING) A2.2 PERSPECTIVES T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLI5, MINNE50TA 55423-4084 612.861.9636 FAX: 612. AG 1. OG32 WWW TMIARCHITECT5 . COM U 5 W � PREPARED FOR /VENTURE PASS PARTNERS ,pR E�\M\NPRY. G\,40 � FpR � J W Z w � W U)2 � U Z 2 U ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRNT NAME: Andrew Krenik 51GNATURE: DATE: 06/04/2015 UCENSE#: wvo'n Drawn by: 55 Checked By: AR Re...o . k Addendum. 0005/ 15 Oty Submittal �Rv�-\\ON 215027A Cover Sheet py20161129 44 PM 1 02019Tu.M1mMaA'pmry M.mfq lnc SITE DEVELOPMENT SUMMARY SITE AREA: LOT I OUTLOT A (POND PROMENADE) TOTAL 51TE AREA — PROPOSED SINGLE STORY BUILDING: BUILDING USE: BUILDING GROSS AREA: 15UILIDING HEIGHT: SITE COVERAGE: — 78,23 1 SF (1.79 ACRES) — 39,943 SF (0.9 1 ACRES) 1 18, 174 5F (2.70 ACRE5) RETAIL STORE 23,520 SF 27-4" FT BUILDING COVERAGE: 23,520 SF IMPERVIOUS PARKING AREA COVERAGE:27,002 SF PERVIOUS PARKING AREA COVERAGE: 13,637 SF TOTAL IMPERVIOUS AREA COVERAGE: 54,952 SF 70% TOTAL PERVIOUS AREA COVERAGE: 23,279 SF 30% PARKING SUMMARY: TOTAL REQUIRED SPACES ( RETAIL = 1/200 SF) PARKING LOT SPACES SHARED SPACES 23,520 SF / 200 SF SITE NOTES: I . SEE CIVIL DRAWINGS, FOR GRADING PLAN. 2. ALL PARKING LAYOUT DIMENSIONS ARE TO FACE OF CURB, UNLESS DIMENSIONS ON SURMOUNTABLE CURB5, WHICH ARE 8" FROM THI 3. ALL ENTRIES INTO BUILDING TO HAVE STOOPS W/ FOUNDATIONS AL SHOULD BE DOWELED INTO WALKS POURED ON STOOPS. 4. SEE SHEET L2.0, FOR THE PLANTING PLAN. 5. SEE SHEET L3.0, FOR SITE DETAILS. G. ALL CURB5 ARE TO BE BG— 12 UNLESS OTHERWISE NOTED. 7. (SEE CIVIL DRAWINGS FOR DETAIL) 8. ALL SMALL RADIUS CURVES ARE 3' UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR MUST OBTAIN NECESSARY PERMITS. 10. THE CONTRACTOR MUST HAVE ALL UNDERGROUND UTILITIES LOCAT DURING CONSTRUCTION. 1 1. CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION Tc SURVEY MONUMENTS AND/OR PROPERTY IRONS. 12. ADJACENT STREETS AND ALLEYS MUST BE SWEPT TO KEEP THEM FF CONTRACTOR MUST MONITOR CONDITIONS AND SWEEP DAILY. 13. CONSTRUCTION PARKING SHALL BE PROHIBITED FROM CIRCULATIO AND OTHER AREAS AS DETERMINED BY CITY REGULATIONS. - Site Plan - SCALE I " = 20'-0" G/5/2015 8:43:1 4 AM N l-11 l-11 \ 1 1 V I L 1 V 1 T U S H I E MONTGOMERY A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNE50TA 55423-4084 G12 . 8G 1. 9G3G FAX: G 1 2. 8G 1. 9632 WWW . TMIARCHITECT5 . COM ENT 3LE CURB RAMP EX15TING CONCRETE 51 IG LIGHTS TO BE /ED DURING RUCTION AND ALLED (ALONG ROPERTY LINE) DRATIVE 5 K STRIP GREEN WALL PREPARED FOR: } H J Q Ucz Lu U) Cl) Q75 z �C: LU LLj �; U) cr U)cz U)Qcz = U z a z U A tv", /VENTURE PASS PARTNERRE aha a ri 48 v- Y*it 4 i • a ti v ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Gary Tu5h1e SIGNATURE: DATE: 00050 1 5 LICENSE #: 1 5 14G IG LIGHT TO REMAIN Drawn By: KK Checked By: GT Revi5ion5 * Addendum5 OG/05/15 City 5ubmittal `xvaAN 9' �_ 'PRSF 0R N No RVC coNsl 215027A SITE PLAN L 1 .0 ® 2014 Tushle Montgomery 4 Associates, Inc. Planting Schedule ID Count Common Name Botanical Name Size Comments I . Deciduous Tree GLN 9 Greenspire Linden Tilia cordata 'Greenspire' 3" Caliper Ball and Burlap 122 JTLC 4 Japanese Tree Lilac Syringa reticulata 2" Caliper Ball and Burlap Cle 2. Evergreen Tree RA 5 Rushmore Arborvitae Thu 3. Shrub AFD 32 Arctic Fire Dogwood Cor GFS 122 Goldflame Spirea Sri JC 23 Jackmanni Clematis Cle LPS 2 1 8 Little Princess Spirea Sri 4. Perennial SFG G I Miscanthus Silver Feather Grass Mic- SCD 279 Strawberry Candy Daylily Her 5. Evergreen Shrub MJR I8 IMedora Juniper IJun �[9SrARWONS LANDSCAPE NOTES: I . LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLAN YEAR. FROM THE DATE OF CERTIFICATION OF SUBSTAI` OR LATER IF INSTALLATION 15 DELAYED BECAUSE OF PL 2. ALL PLANT MATERIAL SHALL MEET MINIMUM REQUIREMI STANDARD FOR NURSERY STOCK" (ANSI ZGO. 1-2004). 3. NO PLANT OR MATERIAL, SHALL BE SUBSTITUTED WITH, LANDSCAPE ARCHITECT. 4. TREES SHALL ONLY BE STAKED AND GUYED WITH THE A ARCHITECT, IN CASES OF EXTREMELY WINDY LOCATION 501 L. REFER TO LANDSCAPE PLAN AND DETAILS FOR 51 5. IF THERE 15 A DISCREPANCY BETWEEN PLANT QUANTITII GRAPHICALLY REPRESENTED, THE GRAPHIC REPRESENT, G. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILII UTILITIES AND STRUCTURES. DAMAGE TO UTILITIES AN BY THE LANDSCAPE CONTRACTOR TO THE SATISFACTIC 7. IF PLANTS OR LANDSCAPE ELEMENTS CANNOT BE INST PLAN, THE CONTRACTOR SHALL STAKE LOCATIONS 'OF APPROVAL PRIOR TO ANY EXCAVATION OR INSTALLATIC 8. UNLESS INDICATED OTHERWISE, ALL LANDSCAPE AREA: RECEIVE SOD. AREAS OUTSIDE THE SITE BOUNDARY V RECEIVE SEED OR BE REPAIRED BACK TO THEIR ORIGIN OTHERWISE. 9. ALL SOD AND LANDSCAPE INSTALLATIONS SHALL BE IRRIGATED, UNLESS NOTED OTHERWISE. 10. WOOD FIBER BLANKET MULCH SHALL BE APPLIED OVER SEED ON ALL SLOPES, NATIVE GRASS HAY MULCH MAY BE USED ON RELATIVELY FLAT AREAS. 1 1. IN AREAS WHERE AN EXISTING PARKING LOT OR DRIVE AREAS HAVE BEEN REMOVED, ALL SUB -BASE SHALL BE REMOVED AND REPLACED WITH TOPSOIL AND ORGANIC MATTER. - Plantinq Plan - SCALE I " = 20'-0" 6/5/20 15 8:43: 1 8 AM nI t- I\I IVILIV I .J T U S H I E MONTGOMERY A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNE50TA 55423-4084 G 1 2. 8G 1. 9G3G FAX: G 1 2. 8G 1. 9632 WWW . TMIARCHITECT5 . COM } H J Q U LU U) Cl) Q75 z � LU LLj �; U) cr U)U)Q = U z a z U PREPARED FOR: aha a ri 48 rY*it 4 i a ti ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Gary Tu5h1e SIGNATURE: DATE: 00050 1 5 LICENSE #: 1 5 14G Drawn By: KK Checked By: GT Revi5ion5 * Addendum5 OG/05/15 City Submittal `�M�Np,R ''� - PRS � F �R N N� RVG10� GONSl 215027A PLANTING PLAN L2. 0 ® 2014 Tushie Montgomery 4 Associates, Inc. DERO 'HOOF' BIKE RACK WITH BLACK POWDER COAT FINISH "' SCHEDULE 40 PIPE ( 1 .9" O.D.) NOTE: REFER TO MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION DERO - HOOP BIKE RACK SCALE 112" = 1'-0" CURVED GREEN SCREEN SCALE 11211 = 1 '—O" '(5" MASONRY WEDGE ANCHOR DED BY MANUFACTURER) 71— 1 011 7211 I/ I G" 1 3/1 G" R.96" 2" X I" X 13 GA. STL. TUBE rl MONTGOMERY J 2" SQ. X I 1 2" X I" X 13 112" X I" S.STL. GA. STL. TUBE GA. STL. TUBE BTN. SKT. HD. CAP SCR. 70" STL. PLATE 5-2 SURFACE NOT TO SCALE SUDAN COLOR POWDER COAT — 1/4" X 1 1/2" STL. BAR P, SQ. X I GA. STL. TI 2G 1/2" 21" 23 1/8" m N (PONT VIEW SIDE VIEW NOT TO SCALE NOT TO SCALE NOTES: I . INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. ALL STL. MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING. 4. 112" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED FOR 5-2 OPTION. 5. ALL WELDS CONT. THEN GROUND SMOOTH. G. BENCH SHIPPED UNASSEMBLED. DUMOR 5BENCH I 18 SCALE 112" = 1'-0" SNAP CLIPS WITH STAINLESS STEEL SCREW EDGE TRIM AT TOP AND BOTTOM EDGE OF PANEL 3" ROUND STEEL POST WITH POST CAP 0-0" O.C. SPACING 3" THICK PANEL "C" CLIPS AT PANEL TO PANEL SEAMS FINISH GRADE 3" ROUND STEEL POST WITH POST CAP pa a 4 4 — n. POST IMBED SHALL BE VERIFIED BASED ON HEIGHT, WIND LOADS, SOIL CONDITIONS 4 ° - 1 i CURVED GREEN SCREEN SCALE 114" = 1'-0" / / / / / / / / / / / / / / / / / / I/ / / / i I i I i i I i i I i T U S H I E MONTGOMERY J A R C H I T E CTS 4 U 04 " U) CL Cl) Q 41 z � LU LLj U; U) ;. U)U)Q 4, ° a = U z a d n� U 'T 4 - 4a 4 a p a 4 a 4 . a 4,- aa Q 4" 4� ° as ° P a a a4" a 4° a ° 211— 311 OF C` 4, caT n 4 " " - a m 4� 4 a 4 . 4 a a 4 , a Q aw 4 a ° a 4. CURVED GREEN SCREEN SCALE 114" = 1'-0" / / / / / / / / / / / / / / / / / / I/ / / / i I i I i i I i i I i T U S H I E MONTGOMERY J A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4084 GI 2. 8G] . 9G3G FAX: G 1 2. 8G 1. 9632 WWW . TMIARCHITECTS . COM } H J Q U Lu U) CL Cl) Q z � LU LLj U; U) cr U)U)Q = U z a z U PREPARED FOR: ' If RE PARTNERS a o■ ri 48 v- Y*it 41 • a M t ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Gary Tu5hle SIGNATURE: DATE: 00050 1 5 LICENSE #: 1 5 14G Drawn By: KK Checked By: GT Revi5ion5 * Addendum5 OG/05/15 City Submittal 'PRSl F 09 N to R\3C GoNS� 215027A SITE DETAILS L3.0 G/5/2015 8:43:20 AM ®201 4 Tushie Montgomery 4 Associates, Inc. PLANT TREES 50 THAT THE TRUNK FLARE 15 VISIBLE AT THE TOP OF THE ROOT BALL. REJ ECT TRE ES I F TH E TRU N K FLARE 15 NOT VISIBLE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF ROOF BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. MULCH 4" DEEP IN A G' DIAMETER RING. KEEP MULCH 4" FROM THE BASE OF THE TREE TRUNK. MAINTAIN WEED FREE FOR A YEAR AFTER PLANTING. WIDTH OF PLANTING HOLE = MIN 2x THE WIDTH OF THE ROOT BALL. TRENCHED/NATURAL EDGE TO - HOLD MULCH IN PLACE AND TO SEPARATE FROM LAWN. SCARIFY EDGES OF BACKFI LL. MAINTAIN A 4" RADIUS BETWEEN THE TRUNK AND MULCH. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP 1/3 OF ROOT BALL, CUT WIRE BASKET IN 4 PLACES AND FOLD AWAY FROM THE ROOT BALL. 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE 50 THAT ROOT BALL DOES NOT SHIFT. AMEND WITH FHC TREE SAVE R(MYCh0RIZAE) OR EQUAL. REFER TO MANUFACTURER FOR QUANTITY AND METHOD OF APPLICATION. BACKFILL WITH A MIN. 1/2 EXISTING 501E AND WELL COMPOSTED ORGANIC MATTER MIXTURE. a a - -I SET ROOT -BALL ON FIRM PAD AT THE BOTTOM OF WHOLE. N OTES: I . PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. DO NOT REMOVE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE CROWN. 2. STAKE AND WRAP TREES ONLY IF DIRECTED BY LANDSCAPE ARCHITECT, SEE STAKING AND/OR WRAPPING DETAILS AS NEEDED. 3. LOCATE PLANTS AS DIRECTED ON LANDSCAPE PLAN. 4. MAKE SURE PLANTING BED SOIL IS LOOSENED AND NOT TOO WET PRIOR TO PLANTING AND AVOID SOIL COMPACTION DURING PLANTING. 5. MULCH LAYER TO EVENLY COVER THE ENTIRE BED AREA 4"-G" THICK, MAINTAIN A 4" RADIUS BETWEEN MULCH AND TRUNK. B*B TREE PLANTING SCALE 112' = 1-0" SOD FINISH GRADE TILLED AND AMENDED SOIL TO A MIN. G" DEPTH. ADD NEW TOP SOIL AS NEEDED BASED ON SITE CONDITIONS. UNDISTURBED SOIL VIII III III III III III 1' PAVING EDGE - START SOD FLUSH WITH PAVING. SEE EDGING INSTALLATION - IF ° USED ON PROJECT a 1. TILL TO A DEPTH OF 4-0, ADD TOPSOIL IF NONE IS PRESENT ON SITE, AND AMEND SOIL ACCORDING TO SOIL TEST(COLLECTED BY CONTRACTOR AFTER SITE GRADING IS COMPLETED). 2. REMOVE ALL DEBRIS. 3. SMOOTH AND DO A FINAL GRADING AWAY FROM BUILDINGS, FILL ANY LOW SPOTS, AND I " BELOW HARD SURFACE AREAS(SIDEWALKS, DRIVEWAYS, CURBS, ETC.). 4. ROLL SOIL SURFACE LIGHTLY. 5. WATER SOIL SURFACE, SO IT IS MOIST BEFORE LAYING SOD. G. SOD ACROSS SLOPE NOT DOWN SLOPE. 7. STAGGER SOD SO SEAMS DO NOT LINE OF TO PREVENT WASHOUTS, STAKE IF NECESSARY. 8. PLACE SOD WITH SEAMS FLUSH AGAINST EACH OTHER, LEAVING NO GAPS BETWEEN ROLLS. 9. COMPRESS SOD WITH WEIGHTED ROLLER AND WATER AFTER INSTALLATION. 10. SOD ALL ON SITE AREAS AS DIRECTED ON LANDSCAPE SITE PLAN. SOD INSTALLATION SCALE 311 G" = 1-0" MIN. WIDTH 2'- O" OR A5 INDICATED ON THE 51TE/LAND5CAPE PLAN 3-4" RIVER ROCK MULCH TAPER GRADE DOWN TO EDGING TO HOLD MULCH 4" HARDWOOD MULCH 'V PROFESSIONAL GRADE BLACK VINYL` _ • , "•, : ,• -, ;_- •-• , LANDSCAPE EDGING -- WOVEN FILTER FABRIC UNDISTURBED SOIL — NOTES: 1. USE LANDSCAPE FILTER FABRIC UNDERNEATH STONE MULCHES. DOWNSPOUT DRAINAGE STRIP IN MULCH BED SCALE I" = 1'-0" 6/5/20 15 8:43:2 1 AM LIGHTWEIGHT - HIGH VISABILITY, TEMPORARY FENCING ENCIRCLING TREE/FLANTS, MINIMUM OF 3' OUTSIDE DRIFLINE OR EDGE OF FURTHEST BRANCHES. TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE. CRITICAL ROOT ZONE(CRZ) 1.5 X DIAMETER AT CHEST(DCH) HEIGHT=RADIUS IN FEET FROM TRUNK. (I. E. 1 .5X10" DCH = 15' RADIUS OF PROTECTION) NOTES: ELEVATION VIEW ING TREE )RIFLINE 1. THERE SHALL BE NO CONSTRUCTION EQUIPMENT OPERATION AND NO MATERIAL STORAGE/VEHICLE PARKING UNDER THE DRIFLINE OF EXISTING TREES TO BE SAVED. 2. TO BE INSTALLED AROUND ALL TREES AND OTHER PLANTINGS TO BE PRESERVED - SEE LANDSCAPE PLAN FOR DETAILS. 3. PLANTS MUST BE CONTINUALLY WATERED, AS NEEDED, DURING CONSTRUCTION. 4. CARE MUST BE TAKEN TO MINIMIZE ANY COMPACTION, SHADING, OR ANY OTHER INTERRUPTION OF THE PLANTS NATURAL FUNCTIONS. EXISTING TREE/SHRUB PROTECTION SCALE I / I G" = 1-0" MAINTAIN 4-G" RADIUS BETWEEN PLANT AND MULCH 4" DEEP DOUBLE SHREDDED WESTERN RED CEDAR MULCH D$D STOCK - REMOVE BURLAP FROM 113 OF ROOT BALL BACKFILLED SOIL WITH WELL COMPOSTED ORGANIC MATTER (MAINTAIN A MIN. 50% EXISTING SOIL) FINISH GRADE UNDISTURBED SOIL SCARIFY EDGES OF BACKFILL AREA POTTED STOCK - SCARIFY EDGES OF ROOT BALL BEFORE PLANTING NOTES: EXISTING TREES/SHF LIGHTWEI( VISIBILITY FENCING PLANTS Avv i L, i GROUPINGS, MINIMUM OF 3' OUTSIDE DRIFLINE OR OUTSIDE BRANCHES. TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE. 5PACE A5 SHOWN N LANDSCAPE PLA PLAN VIEW I . AVOID PLANTING IN WET OR SATURATED 501L TO PREVENT 501L COMPACTION DURING PLANTING. 2. MULCH LAYER TO EVENLY COVER THE ENTIRE BED AREA, EXCEPT KEEP MULCH 4" FROM BASE OF SHRUB BRANCHES. 3. SPACING BETWEEN PLANTS AS DIRECTED ON LANDSCAPE PLAN. 4. MAKE SURE PLANTING BED SOIL 15 LOOSENED AND NOT TOO WET PRIOR TO PLANTING AND AVOID SOIL COMPACTION DURING PLANTING. 5. SPACING BETWEEN PLANTS AS INDICATED ON LANDSCAPE PLAN. G. USE WOVEN GEO-TEXTILE FILTER FABRIC WHEN USING ROCK OR INORGANIC MULCHES. 7. NO SUB5TITIONS OF PLANTS OR ADJUSTMENTS TO PLANT LOCATIONS, WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. SHRUB PLANTING SCALE 3/8" = 1-0" DRIFLINE T U S H I E MONTGOMERY J A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423-4084 G12 . 8G 1. 9G3G FAX: G 1 2. 8G 1. 9632 WWW . TMIARCHITECTS . COM } H J Q U ui U)Q z � UJ UJ U; U) cr U)cz U)Q cz = c- c) z a z U PREPARED FOR: �ENTU PARTNERS aha a ri 48 rY*it 4 i A ti r ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: Gary Tu5hle SIGNATURE: DATE: 00050 1 5 LICENSE #: 1 5 14G ■ Drawn By: KK Checked By: GT Revi5ion5 * Addendum5 OG/05/15 City Submittal 'PRSF 0R N No \3C G 215027A PLANTING DETAILS L3. 1 ®201 4 Tushie Montgomery 4 Pssoaates, Inc. GARDCO INFINITY II SERIES - PAEM P4 / P4-2 STONCO WTL SERIES WPA GA RD C O 101 S ERIE S WP I LIGMAN SERIE S WP2 I - Liht�na Plan - 9 J SCALE 111 = 30'-011 P4 P4 DJ F IVU FKUMLNAUt n ' (� rr MH: 27-6 MH: 27-6" °a 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 OMH EA t5TUNO.IRESOAURAO.i GRO.�E` 0.2 0.2 0.3 +.4 0.6FD 011467'E4 1.7 1.5 1.0 0.8 0.8 1.0 1.4 18 1.6 1. Q.3 0.2 0.1 as 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1�/N 0.1 0.2 0.3 0.3 0.3 + - - 1+ 0.8 0.4° 0.3 9166�� / R .9 ` o - o , / + 44 g 1 2 +I + 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0. 0.2 35 °"A'3 0.E + .5 0.5 / E 1. #:5 O� + .6� 0.3 Ic + + + + + + + + + + + + + + + + + + + + + + + + + FD + + + + + + + + + + 0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.4 .3 0.5 T C 0.5 FT 12+ - + + + + + + + + + + + + + + + + + + + + + +° FD 2S,156 _--- + + + + + + + 0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 6a 0.6 P POND 1 1�0MENADE + C + + + + + RE+949'" + + +/ + + \ + + + �� + �E 0.0 0.1 0.1 0.1 0� 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.37 0.4 .64 ° 5 a C Y vE 94EB� gg + + + + + + 0 0:0 -01__Q.1 0.1 0�2N 02 0.3 0.4 0.4 0.4 Q�. U5 - 0. ° I 1 a __-- + + + + + + + + + + + + + + + + + + 1 01, 0 + .1 � .. Q.3 � 04 0 5 - 05- 0.6 0.7 0.8 0 � + + a � � C co T 18 20 a a E 94B,54 - g P4-2 4412 MH: 2T -6m o WP + WP WP WP , °- 9-4 II MH: 19-41' II . , C 1MH: 19-4 E 949.36 MH: 19'-4" WP I R : g3 47 6 4 ° + + + E + + + + + + + + + + + + + + + MH: 19'-4" 2 + c P4-2 ° MH: 27'-6 L3.0- --�+ +o +�,+ + ° + + + + + + a - + + + + + 0 0.1 0.2 U ° P 4 C + 1 9 V WP2 ` a4 0 a0,I + _ C WPI � I 2 MH: 111 '-411 + P4-2, + + + + + MH: 27'-6" + .Vil + + + + + + + + + + WP2 + 0:1 MH: 8 O RETA I L c + + + ++ + + + +✓ + + + + + l + C 1 � + °\ + + + + 1 + - + + + + + - + + + + + + 1 0. 1 C + + + + + + + + + + + + + WP + - 1 0.1 / MH: 6-0" c \ WP + + + + + + + + + + + + + + + + + + + MH: 19-4 + + 1 0.1 0. c + + + + + + + + + + + + + + + + + + + ---i 1 0.2 °3 A ° C °-al + + + + + + + + + + + + + + + + rn 1 0.2 0.3 a A 0 +� P4-2 MH: 19'-4" 1 c rn 9 MH: 27-6 WPI WPI WP I + + + + + + + + + + + + + + + + i n i n 4 + + o.z o.z 4 a s MH: 19-4 MH: 19-4 0o s P4-2 ,a19'-4" c MH: 2T-0, + + + \+ + + + - + + + + + + + + + + + + C 1 0.2 0.3 a a m WPI1 l 0 + + + + + + a + + + + + + + + + + + + + + + + + 0.2 0.3 .4 " C 0 0 0 4 + + +` + + + + + + + + + , + + + + + + + + + + + - ,+ _ } - +, + + 0.3 04 0. \ ae_ 8 C ++ + `. + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.2 0. °0.5 ° 1.1 a 1.1 C + °°+ +T\ + + + + + i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �` 0.2 0.4 0.5 �7 C + - + ° + + + + + + + + + + + + + + + + + + + + + + + + r r + .2 03 a° � P4 P4 + + + + + + + + + + + + + + + + 1 + + + MH. 27-0 + MH: - 27'-6" _ + o.z 04 1.o M j c + MH: 27'-6" + \ + 3 a oa° o.0 $C �( 101 DRAINAGE'* UTILITY EA5EMEN I c I 0. '0.4 ° e A + + + P4-2 o R' C ° n - --�"-- ° a a " + + + + + + + _ + + RE+945.62+ + + + + + + + Q2 0. R 94567 361 MP RE: 946.82 a ° O IE: 938.37 02 0.3 ° 0. + + + .p - -° ° ° + + +RE 944+89 + + + + + + + + + + � + + + + + � + IE 925.99 � LAKE DRIVE 'R, IE a �� o BIKE SHOP + �� + s + + +� + + + + + + + + + + + + + + + + + + .. 2 + + + + a BM \ `- TNH:949.94 + +° + °+ 0.2 0.3 04 \ Q G 0. 0 0 �- - -- -- --- --- - a a 0 0.0 2 03 0 i P '60 0 _ 0� 0.0 0.0 ° 0.0 ° °0.0 0.0 0.0 0.0 00 ° 0.0 0.0 C a Q ° + a+ + + + � + � + + ��.�� + °-� ��APARTMENTS + + + + + Luminaire Schedule Project: CHANHASSEN RETAIL MARKET Symbol Qty Label Arrangement Total Lamp Lumens Lum. Lumens LLF Description Lum. Watts BUG Rating Fc 5 P4 SINGLE 40000 20607 0.750 PAEM-FH-40OPSMH 452 B2 -UO -G3 11.6 8 WP 1 SINGLE 12500 6897 0.750 101-WT-150PSMH 185 B2 -UO -GI �] 2 WP2 SINGLE 6500 2604 0.750 LIGMANN- UAA-32112-2-2-W40 111 Bl -U3 -GI z 6 WPA SINGLE 22000 10599 0.750 WTL250PMT-FWT 291 N.A. ED 7 P4-2 BACK -BACK 40000 20607 0.750 PAEM-2-FH-40OPSMH 452 B2 -UO -G3 -EE] ALL MOUNTING HEIGHTS ARE SHOWN ADJACENT TO FIXTURE LOCATIONS ON PLAN Calculation Summary Project: CHANHASSEN RETAIL MARKET Label CalcType Units Avg Max Min Avg/Min Max/Min FC Beyond Prop Line at Grade Illuminance Fc 0.14 2.4 0.0 N.A. N.A. Paved Area FC at Grade Illuminance Fc 3.25 11.6 0.7 4.64 16.57 ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT GRADE FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.50MFC FOR REFERENCE USE ONLY VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT STREET OR PROPERTY LIGHTING G/5/2015 8:43:24 AM T U S H I E MONTGOMERY J A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNE50TA 55423-4084 G12 . 8G 1. 9636 FAX: G12 . 8G 1. 9632 WWW . TMIARCHITECT5 . COM } H J Q U LU U) CL Cl) Q z � LU LLj U; U) cr U)U)Q = U z a z U PREPARED FOR: �ENTU TNER aa�a o■ ri 48 rY*it %I • a ti r ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME: Gary Tu5hle SIGNATURE: DATE: 00050 1 5 LICENSE #: 1 5 14G ■ Drawn By: KK Checked By: GT Revi5ion5 * Addendum5 OG/05/ 1 5 City 5ubmittal -pRE "� fog NO R\0\ON GONSl 215027A LIGHTING PLAN L4.0 ® 2014 Tushie Montgomery 4 Associates, Inc. 4 A2. I FI RST FLOOR SCALE 3/32'' = 1'-0" A2. I LLLI_ I FI _/-\L I F,PiIN0I UF,1VILF, (BY ELECTRICAL) 2 AI.O y1st Floor 100'-0" CEDAR TRELLIS METAL POST METAL CAP FLASHING 4 ACCENT BLOCK #3 NA 1.0 DS ROC\FACE BLOCK # I 99 pil 20'-0" 221-0" TRASH ENCLOSURE - SOUTH ELEVATION SCALE 114" = I '-0" )AR TRELLIS AL POST AL CAP FLASHING ;ENT BLOCK #3 ;\ FACE BLOCK # I TRASH ENCLOSURE - WEST ELEVATION SCALE 114" = I '-0" TRASH ENCLOSURE - EAST ELEVATION SCALE 114" = I '-0" 0 CEDAR TRELLIS METAL POST METAL CAP FLASHING SINGLE SCORE SMOOTH FACE PIGMENTED CMU (SEALED BOTH SIDES) ROCK FACE PIGMENTED CMU (SEALED BOTH SIDES) COURSING TO ALIGN WITH BUILDING STEEL REINFORCEMENT (SEE STRUCTURAL) CONCRETE FOOTING (SEE STRUCTURAL) CAP FLASHING OSITE SLATS T U S H I E MONTGOMERY AINTED EEL SUFFOKT� ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 TRELLIS MINNEAPOLIS, MINNE50TA 55423-4084 G 1 2. 8G 1. 9G3G FAX: G 1 2. 8G 1. 9632 WWW . TMIARCHITECT5 . COM _POST U CAP FLASHING OSITE SLATS Secation @ Trash SCALE 114" = I '-0" PREPARED FOR: LvollENTURE PASS PARTNERSLk' n r v e L n F 4 P is r c c3 m r a N T ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/04/201 5 LICENSE #: xxxxx Drawn By: 55 Checked By: AK Revi5ion5 * Addendum5 OG/05/ 1 5 City Submittal OR N0� F� SON S.�R-c GpN 215027A FLOOR PLAN A I .0 6/5/20 15 8:36:03 AM ®2014 Tushie Montgomery 8 Pssociates, Inc. } AINTED EEL SUFFOKT� J Q U 19 LLI n C: Cl) Q C: Z 2 LLI �C: LLj °N' Cl) fr U) t Q `m = U z Q U Secation @ Trash SCALE 114" = I '-0" PREPARED FOR: LvollENTURE PASS PARTNERSLk' n r v e L n F 4 P is r c c3 m r a N T ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/04/201 5 LICENSE #: xxxxx Drawn By: 55 Checked By: AK Revi5ion5 * Addendum5 OG/05/ 1 5 City Submittal OR N0� F� SON S.�R-c GpN 215027A FLOOR PLAN A I .0 6/5/20 15 8:36:03 AM ®2014 Tushie Montgomery 8 Pssociates, Inc. a2- a5- G/5/2015 8:36:04 AM A B C D E FABRIC AWNING -rvo Roof Plan SCALE 3/32" = 1'-0" 51ghtline, Diagram SCALE I/ I G" = 1'-0" ROOF DRAIN STAINER GRAVEL STOP CLIP RING ADHE51VE ADHERED EFDM ROOF MEMBRAINE 5EAIANT ROOF INSULATION DRAIN FIFE METAL DECK -INSULATE AT HORIZONTAL RUNS Roof Dram Detail SCALE 1 112" = 1'-0" Roof Equipment Su SCALE 1 112" = 1'-0" ME UPPORT ANGLE BY MECHANICAL FREFINI5HED METAL CAF FLASHING TRIFLE LAYER TREATED 2X WOOD BLOCKING - VERIFY HT.OF CURB W/TRADER JOE'S ELA5TOMEKIC MEMBRANE FLASHING: EXTEND OVER TOP OF CURB A5 SHOWN E.F.D.M. MEMBRANE TREATED 2X WOOD BLOCKING A5 SHOWN SECURE TO DECK ROOF INSULATION ROOF DECK port Curb Detail /AI EV ICvvr FI/AI C.rI RED EFDM MEMBRANE ROOF _OCKING A5 REQUIRED _� I L -L-1- ANGLES @ PERIMETER (BY 5TRU CTU RAL) Roof Hatch Detail SCALE 112" = 1'-0" VARTN Roof Vent Detail SCALE 1 112" = 1'-0" VENT STACK ELA5TOMEKIC SEALANT 5TAINLE55 STEEL CLAMPING RING PREFORMED FIFE FLASHING BOOT SPLICE ADHE51VE $ SEALANT BALLAST MEMBRANE RIGID INSULATION T U S H I E MONTGOMERY J A R C H I T E CTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNE50TA 55423-4084 GI 2. 8G] . 9G3G FAX: G 1 2. 8G 1. 9632 WWW . TMIARCHITECT5 . COM } H J Q U Lu U) cf) Q75 z � LU LLj U; U) cr U)U)Q = U z a z U PREPARED FOR: /VENTURE PASS PTNER aha a ri 48 v- Y*it 4 i • a ti ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/04/201 5 LICENSE #: xxxxx Drawn By: 55 Checked By: AK Revi5ion5 * Addendum5 OG/05/15 City Submittal 'PRS1 F 09 N to R\3C GoNS� 215027A ROOF PLAN Al . I ® 2014 Tushie Montgomery 4 Associates, Inc. EXTERIOR FINI5H SCHEDULE ROCK FACE BLOCK: # I ACCENT BLOCK #5 MANUFACTURER: AMCON FINISH: ARCHITECTURAL ROCK FACE (SEALED) COLOR: #343 ESPRESSO MORTAR: PRISM 4740 MUSHROOM ROCK FACE BLOCK: #2 LLI MANUFACTURER: AMCON FINISH: ARCHITECTURAL ROCK FACE (SEALED) COLOR: #3 1 1 GOLD LEAF MORTAR: PRISM 3420 BEACH SAND ACCENT BLOCK: #3 MANUFACTURER: AMCON FINISH: SINGLE SCORE BURNISHED (SEALED) COLOR: 504 CINNAMON MORTAR: PRISM 3420 BEACH SAND ACCENT BLOCK: #4 (WINDOW SILL) MANUFACTURER: AMCON FINISH: SINGLE SCORE BURNISHED (SEALED) COLOR: #343 ESPRESSO MORTAR: PRISM 4740 MUSHROOM ACCENT BLOCK: #5 (WINDOW SILL) MANUFACTURER: AMCON FINISH: SINGLE SCORE BURNISHED (SEALED) COLOR: #3 1 1 GOLD LEAF MORTAR: PRISM 3420 BEACH SAND CONCRETE UTILITY BRICK: #I MANUFACTURER: AMCON SFEK-ERIK SIZE: UTILITY COLOR: #333 PANAMA CITY BLEND MORTAR: PRISM 4740 MUSHROOM CONCRETE UTILITY BRICK: #2 MANUFACTURER: AMCON SFEK-ERIK SIZE: UTILITY COLOR: #321 FIREBRICK RED MORTAR: PRISM 3420 BEACH SAND EXTERIOR INSULATION FINISH SYSTEM EIFS: MANUFACTURER: DRYVIT FINISH: SANDBLAST COLOR: 1 13 AMARILLO WHITE FREFINISHED ALUMINUM CAP FLASHING: MANUFACTURER: UNA-CLAD FINISH: .032 ALUMINUM COLOR: CHAMPAGNE FREFINISHED STANDING SEAM METAL ROOF: MANUFACTURER: UNA-CLAD TYPE: .032 ALUMINUM COLOR: CHAMPAGNE ALUMINUM STOREFRONT WINDOWS AND DOORS: MANUFACTURER: STAN LEY STYLE: DURA GLIDE 3000 SERIES FINISH: ANODIZED ALUMINUM PAINTED METAL: MANUFACTURER: SHERWIN WILLIAMS TYPE: SEMIGLOSS HM DOOR $ FRAME: SW G 103 HOPSACK TRASHGATES : SW G 103 HOPSACK BOLLARDS: SW G 103 HOPSACK TRASH AREA POSTS: SW G 103 HOPSACK INSULATED COILING ROLL DOWN DOOR: MANUFACTURER: DYNAMIC DOCK $ DOOR FINISH: MFG FREFINISH FABRIC AWNING: MANUFACTURER: SUNBRELLA COLOR: #5032 BLACK GREEN WALL: MANUFACTURER: MCNICHOLS ECO -MESH FINISH: JET BLACK POWDER COAT TRELLIS: TYPE: TREATED CEDAR WOOD FINISH: CLEAR WOOD SEALER SEE LIGHTING PLAN FOR FIXTURE TYPES 6/5/20 15 8:36:33 AM I.IVIU SILL ULUI-N hL t SCALE 1/8" = I '-011 VDING SEAM METAL ROOFING CORNICE vl CAP FLASHING J SILL BLOCK #5 TY BRICK # I PIERS T.O.TO� v 130'-( � T.O.W. Joist B( 122'-t r1 Joist B( 121' L\ 1st Floc / /1 V V V VI 1— I IVLV LVV IV ILI FAL Lj VIN ]ICE FLASHING ICK RELLIS ND RECYCLING SCALE I /8" = 1-0" STANDING SEAM METAL ROOFING EIFS CORNICE EIFS T.O.TOWER 130'-01, T. 0.. 1 27- 411 Joist Bearin A 122'-8" F Joist Bearing E 121'-4'' Level 1 2 120'-8" CMU SILL ACCENT BLOCK #5 LLI ACCENT BLOCK #3 ❑❑❑ SINGLE SCORE CMU BLOCK JC: TYP. Z UTILITY BRICK # I I st Floor 100'-0" West SCALE 1 /8" = 1'-011 BENCH ALUM CAP FLASHING EIFS CORNICE EIFS SIGN 'D' 2 TENANT SIGNAGE 2 42" LETTERS J TOTAL WALL AREA: 4,158 SF ALLOWABLE SIGNAGE: 208 SF (5%) (32'-O" x 0-6" SHOWN DASHED) 32'-0" SCONCE (@8'-0" DDDDI Ell[]E ALUMINUM STOREFRONT UTILITY BRICK #2 I-IVIU SILL ULULIX hL t ALUM CAP FLASHING 4 5 STANDING SEAM METAL ROOFING ROCKFACE BLOCK #2 EIFS ACCENT BLOCK#3 SINGLE SCORE CMU BLOCK ALL PAC LIGHT TY[ L__ CMU SILL ACCENT BLOCK #4 ROCKFACE BLOCK #I ALUMINUM STOREFRONT SYSTEM ALUMINUM WINDOW ALUM CAP FLASHING EIFS CORNICE G SEAM OOFING :NICE ' FLASHING RICK s 3LOCK #3 ORE CK :E BLOCK #2 :E BLOCK #I CANVAS AWNING TYP. ALUM CAP FLASHING UTILITY BRICK # 1 PIERS COILING ROLL DOWN DOOR CEDAR TRELLIS U LLI U) C: � JC: Z �C: LLI LLj °� Cl) fr U)Cl)a z U Drawn By: SS Checked By: AK Kevi5ion5 * Addendum5 OG/05/15 City Submittal �NPR� N0C- 0 ® 2014 Tushle Montgomery 8 Msoclates. Inc. North Elevation SCALE 1 /8" = 1'-0" South Elevation SCALE 1 /8" = 1'-0" East Elevation SCALE 1 /8" = 1'-0" West Elevation SCALE 1 /8" = 1'-0" T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNE50TA 55423-4084 G 1 2. 8G 1. 9G3G FAX: G 1 2. 8G 1. 9632 WWW . TMIARCHITECT5 . COM } H J Q U 19 LLI n U) C: Cl) C: Z < LLI � LLj °N' Cl) tU) Q `m = U z Q U PREPARED FOR: LvollENTURE PASS PARTNERSLk' n r v e L n F 4 P is r c c3 m r a N T ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/04/201 5 LICENSE #: xxxxx T awn By: 55 ecked By: AK visions * Addendum5 City Submittal fog Nps �pN GO N S.�Ruc 215027A EXTERIOR ELEVATIONS (WITH LANDSCAPING) A2.1 6/5/20 15 8:4 1:32 AM ®2014 Tushie Montgomery 8 Pssociates, Inc. SOUTHWEST PERSPECTIVE SCALE NORTHWEST PERSPECTIVE SCALE NORTHEAST PERSPECTIVE SCALE T U S H I E MONTGOMERY ARCHITECTS 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNE50TA 55423-4084 G 1 2. 8G 1. 9G3G FAX: G 1 2. 8G 1. 9632 WWW . TMIARCHITECT5 . COM } H J Q U 19 LLI n U) C: Cl) C: Z < LLI � LLj °N' Cl) t Q `m = U z Q U PREPARED FOR: LvollENTURE PASS PARTNERSLk' n r v e L n F 4 P is r c c3 m r a N T ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE- PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: Andrew Krenik SIGNATURE: DATE: OG/04/201 5 LICENSE #: xxxxx T awn By: 55 ecked By: AK visions * Addendum5 City Submittal fog Nps �pN GO N S.�Ruc 215027A PER5PECTIVE5 A2.3 6/5/20 15 8:43: 10 AM ®2014 Tushie Montgomery 8 Pssociates, Inc.