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HomeMy WebLinkAboutItem 05 2 3 4 5 6 ±DODDBLVD(CSAH9)IPAVAAVEBethlehem Second Add. plat area ING L E SI DECTINNDALE DR 192NDST 194TH STIREDELL CT City of LakevilleBethlehem Second AddFinal Plat and Conditional Use Permit I N D IA N A AVE EXHIBIT A ±P/OS P/OS RM-1 RS-2 RS-3 RS-3 City of LakevilleBethlehem2nd AdditionCUP/Final PlatEXHIBIT B RS-2 PUD P/OS RH-2 Bethlehem Lutheran Church siteIPAVAAVEI N D I A NAAVE Lakeville North High SchoolIRELANDWAYINNDAL E D R IRELANDCTIREDELL C T I R ELANDPL BENCHMARK - TOP NUT HYDRANTELEVATION = 1002.38EXISTING LEGENDLOT LINERIGHT-OF-WAY LINEEASEMENT LINEWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEPOWER POLEXFMR. TRANSFORMERCBLX. CABLE BOXTEL. TELEPHONE BOXE.M. ELECTRIC METERG.M. GAS METERA.C. AIR CONDITIONERHYDRANTWATER VALVEP.I.V. POST INDICATOR VALVESANITARY MANHOLEC.O. CLEANOUTSTORM MANHOLEAREA CATCH BASINCATCH BASINCONIFEROUS TREEDECIDUOUS TREECONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTEPROPERTY DESCRIPTION:NOTES1. UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILEDFROM VISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN & AS-BUILT).CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONSPRIOR TO EXCAVATION.2. PROPERTY CURRENTLY ZONED RM-1 (MEDIUM DENSITY RESIDENTIAL DISTRICT). 3. SURVEY COMPLETED IN DECEMBER, 2017.4. TOTAL AREA OF PROPERTY AS SHOWN: 629,033 SQ. FT. (14.440 AC.)5. BENCHMARK - TOP NUT OF HYDRANT ON SOUTHEAST CORNER OF SITE, ELEVATION = 1002.38 BENCHMARK - TOP NUT HYDRANTELEVATION = 1002.38200 STALLS20LOT 1BLOCK 120171719191418. 0 STOP SIGN AND STOP BAR16161415139.031.5STOP SIGN AND STOP BARSTOP SIGN AND STOP BAR24. 0TRASHRECEPTACLELOCATION MONUMENTSIGNMONUMENTSIGNPAV'T FLUSHSTOP SIGN AND STOP BARSTOP SIGN AND STOP BAR30.0 30.024.09.05' WALK (TYP)B612 CURB (TYP)APRON PER CITY DETAILLV-ST-4 AND PED CURB RAMPSAPRON PER CITY DETAILLV-ST-4 AND PED CURB RAMPS285.5277.3312.6 6' BIT. PATH5' CONC. WALKNOTES1. UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILEDFROM VISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN & AS-BUILT).CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONSPRIOR TO EXCAVATION.2. PROPERTY CURRENTLY ZONED RM-1 (MEDIUM DENSITY RESIDENTIAL DISTRICT). 3. SURVEY COMPLETED IN DECEMBER, 2016.4. TOTAL AREA OF PROPERTY AS SHOWN:AREA OF PROPERTY TO BE PLATTED: 629,033 SQ. FT. (14.440 AC.)PROPOSED LOT 1, BLOCK 1 = 629,033 SQ. FT. (14.440 AC.)5. PROPOSED IMPERVIOUS AS SHOWN = 19.1%PROPOSED IMPERVIOUS WITH FUTURE BUILDING/PARKING = 43.0%BENCHMARK - TOP NUT OF HYDRANT ON SOUTHEAST CORNER OF SITE, ELEVATION = 1002.38THIS ADJACENT SITEIS PROPOSED AND ISUNDER CITY REVIEW 200 STALLSPONDING1 0 2 2 . 2 0 1 0 2 3 . 2 0 1 0 2 2 . 4 0 1 0 2 2 . 0 0 1 0 2 1 . 0 0 1009.001 0 0 2 . 0 0 1028.50 FF=1023.501029.10 1028.50 FF=1002.90FF=1013.23CBCBCBCBHYD20DTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTB-1B-2B-3B-6B-5B-4B-7B-8B-9B-12B-10LOT 1BLOCK 1B-17B-8201717191914COB-4B-9B-10B-13B-1518. 0 16EOF=1001.0816141513DTDTDTDTDTDTDTDTDTDTDTSILT FENCEHYDPIVB-1B-2B-3B-5B-6B-7B-11B-12B-14B-169.031.5STOP SIGN AND STOP BAR24. 01018.59DTDTDTDTDTDTDTDTDT1020.50DTDTDTDTDT1 0 2 2 . 2 0 TRASHRECEPTACLELOCATIONMONUMENTSIGNMONUMENTSIGNPAV'T FLUSH1 0 2 3 . 3 0 1 0 2 3 . 1 0 AREA CATCH BASIN AND 318 L.F. OF 18" PVCSTORM PIPE AT 2.46% SLOPE.TC=1020.50INV=1017.12125 L.F. OF 8" PVC SLOTTEDDRAIN TILE AT 1.5% SLOPE.SEE DETAIL ON SHEET C-7.INV=1019.00CURB INLET CATCH BASINAND 128 L.F. OF 18" PVCSTORM PIPE AT 4.53% SLOPE.TC=1014.30INV=1009.301 0 1 4 . 3 0 CURB INLET CATCH BASINAND 40 L.F. OF 24" PVC STORMPIPE AT 1.25% SLOPE.TC=1012.50INV=1003.50FE=1003.0228 L.F. OF 8" PVC SLOTTEDDRAIN TILE AT 1.5% SLOPE.SEE DETAIL ON SHEET C-7.INV=1019.00STOP SIGN AND STOP BARSTOP SIGN AND STOP BAR30.0 30.024.09.0CURB INLET CATCH BASINAND 133 L.F. OF 18" PVCSTORM PIPE AT 1.0% SLOPE.TC=1008.00INV=1004.83AREA CATCH BASIN AND 270 L.F. OF 18" PVCSTORM PIPE AT 3.98% SLOPE.TC=1018.59INV=1015.58FE=1001.0FE=1003.05' WALK (TYP)B612 CURB (TYP)COCOCO3.1%1.5%4.0%4.0% 4.1 %4.5% 8 . 0%APRON PER CITY DETAILLV-ST-4 AND PED CURB RAMPSAPRON PER CITY DETAILLV-ST-4 AND PED CURB RAMPSREMOVE FLARED END SECTION ANDPIPE AND PLUG AT STRUCTURE.285.5277.31 0 2 0 . 0 0 312.6 4.3%EOF=1013.0NWL=1002.010-YR=1004.5100-YR=1006.0EOF=1006.0SKIMMER STRUCTURE AND 40 L.F. OF 18" RCPSTORM PIPE AT 5.77% SLOPE.OVERFLOW=1005.0INV=1003.0SUMP INV=1000.0FUTURE GRADING FOR FUTURE ADDITIONSWILL GRADE FROM SOUTH PROPERTY LINENORTH AT 3:1 SLOPEWET-TAP 16" WATERMAIN AND INSTALL 204L.F. OF 6" DIP PIPE ANDHYDRANT/VALVEHYD6' BIT. PATH5' CONC. WALKTHIS ADJACENT SITEIS PROPOSED AND ISUNDER CITY REVIEW 200 STALLSPONDING1022.201023.20 1022.401022.001021.00 1009.001 0 0 2 . 0 0 1028.50FF=1023.501029.10 1028.50HYD20 B-1B-2B-3LOT 1BLOCK 1B-17B-8201717191914B-4B-9B-10B-13B-151616141513B-1B-2B-3B-5B-6B-7B-11B-12B-14B-1631.51018.591020.501022.20 TRASHRECEPTACLELOCATIONMONUMENTSIGNMONUMENTSIGNPAV'T FLUSH1 0 2 3 . 3 0 1 0 2 3 . 1 0 1014.30 STOP SIGN AND STOP BARSTOP SIGN AND STOP BAR5' WALK (TYP)B612 CURB (TYP)1 0 2 0 . 0 0 HYD6' BIT. PATH5' CONC. WALKNOTES:1. TOTAL NUMBER OF TREES ON SITE = 1872. NUMBER OF TREES TO BE SAVED =94 = 50.3%3. NUMBER OF TREES TO BE REMOVED =93= 49.7% DTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDT200 STALLSPONDING1 0 2 2 . 2 0 1 0 2 3 . 2 0 1 0 2 2 . 4 0 1 0 2 2 . 0 0 1 0 2 1 . 0 0 1009.001 0 0 2 . 0 0 1028.50 FF=1023.501029.10 1028.50 HYD20LOT 1BLOCK 1201717191914161614151331.524. 01018.591020.501 0 2 2 . 2 0 TRASHRECEPTACLELOCATIONMONUMENTSIGNMONUMENTSIGNPAV'T FLUSH1 0 2 3 . 3 0 1019.101 0 2 3 . 1 0 1 0 1 4 . 3 0 STOP SIGN AND STOP BARSTOP SIGN AND STOP BAR30.0 30.024.09.05' WALK (TYP)B612 CURB (TYP)3.1%1.5%4.0%4.0% 4.1 %4.5% 8 . 0%APRON PER CITY DETAILLV-ST-4 AND PED CURB RAMPSAPRON PER CITY DETAILLV-ST-4 AND PED CURB RAMPS285.5277.31 0 2 0 . 0 0 312.6 4.3%NWL=1002.010-YR=1004.5100-YR=1006.0FUTURE GRADING FOR FUTURE ADDITIONSWILL GRADE FROM SOUTH PROPERTY LINENORTH AT 3:1 SLOPEWET-TAP 16" WATER MAINAND INSTALL 204 L.F. OF 6"DIP PIPE ANDHYDRANT/VALVEHYD6' BIT. PATH5' CONC. WALKLEGENDSTEEL EDGING©SBINTREE PLANTING DETAILNTS2SHRUB PLANTING DETAILNTSPERENNIAL PLANTING DETAILNTS11TREE PLANTING DETAILNTSSHRUB PLANTING DETAILNTS3PERENNIAL PLANTING DETAILNTS41LANDSCAPE PLAN1( IN FEET )GRAPHIC SCALEGENERAL NOTES1.CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THENATURE AND SCOPE OF WORK.2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANYDISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.3. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORKAND MATERIALS SUPPLIED.4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, WALKWAYS, TREES, LAWNS AND OTHER SITEFEATURES DESIGNATED TO REMAIN DURING CONSTRUCTION OPERATIONS (SEE CIVIL PLANS). DAMAGE TO SAMESHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.5. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES ANDPROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS.6. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHERCONTRACTORS WORKING ON SITE.7. EXISTING CONTOURS, PAVEMENT, VEGETATION, UTILITIES AND OTHER FEATURES ARE BASED UPONINFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFYDISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME.8. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECTPLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.9. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST.10. CONTRACTOR SHALL INSTALL STEEL EDGING (5" TALL x 3/16 " THICK) AT ALL MULCH BED BORDERS THAT ARE NOTADJACENT TO PAVEMENT OR THE BUILDING FOUNDATION.PLANTING NOTES1.ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE “AMERICAN STANDARD FOR NURSERYSTOCK,” AMERICAN ASSOCIATION OF NURSERYMEN.2. ALL PLANTS SHALL BE TRUE TO TYPE, HAVE NORMAL AND WELL DEVELOPED BRANCHES AND HAVE A VIGOROUSAND FIBROUS ROOT SYSTEM. ALL PLANTS SHALL ALSO BE FREE OF ANY DEFECTS, DISEASES, SUNCLAD INJURIES,ABRASIONS, INSECT EGGS, BORERS AND ALL FORMS OF INFESTATION. ALL NEW PLANTS SHALL BE NURSERYGROWN IN SIMILAR CLIMATIC CONDITIONS AS THAT FOUND IN THE PROJECT AREA.3. STAKE PROPOSED PLANTING LOCATIONS PER PLAN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.4. INSTALL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA.5. INSTALL PLANT MATERIALS PER PLANTING DETAILS AND NOTES INCLUDING 1:1:1 PLANTING BLEND OF 1 PARTWASHED SAND (MNDOT SPEC. 3149-B2), 1 PART ORGANIC COMPOST (MNDOT SPEC. 3890 GRADE 2) AND 1 PARTTOPSOIL BORROW (MNDOT SPEC. 3877-B).6. SUBSTITUTION REQUESTS FOR PLANT MATERIAL TYPE & SIZE SHALL BE SUBMITTED TO THE LANDSCAPEARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. ALL SUBSTITUTIONS AFTER BIDDING MUST BE APPROVEDBY LANDSCAPE ARCHITECT AND ARE SUBJECT TO CONTRACT ADJUSTMENTS.7. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN THE FIELD. LANDSCAPEARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF ANY PLANTS.8. APPLY PRE-EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) IN ALL PLANTING BEDS FOLLOWED BY 3” DEEPLAYER OF DECORATIVE ROCK (TYPE TBD).9. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZERMIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. FERTILIZE THE SAUCERS OF ALLTREES WITH AN ADDITIONAL APPLICATION OF GRANULAR 27-3-3 FERTILIZER THE FOLLOWING SPRING AFTERINSTALLATION - APPLY 6 OZ. PER 2.5” CALIPER TREE AND 3 OZ. PER SHRUB.10. WRAP ALL DECIDUOUS TREES WITH HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR TREE WRAPPING.WRAP TREES PRIOR TO DECEMBER 1 AND REMOVE ALL WRAPPING AFTER MAY 1 EVERY YEAR.TURF NOTES1. INSTALL LAWN SOD (MN-DOT SPEC. 3878-A) AFTER PLACING 4” DEEP LAYER OF PULVERIZED TOPSOIL BORROW(MN-DOT 3877-B) ACROSS ALL DISTURBED AREAS THAT ARE NOT COVERED WITH ROCK, PAVEMENT ORSTRUCTURES.2. WHERE SOD ABUTS PAVED SURFACES, THE FINISHED GRADE OF SOD SHALL BE HELD 0.50” BELOW THE SURFACEELEVATION OF THE ADJACENT PAVEMENT.3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. SOD SHALL BE STAKEDSECURELY IN PLACE USING 5-INCH LONG BIODEGRADABLE U STAPLES.4. CONTRACTOR SHALL WATER SOD THOROUGHLY IMMEDIATELY AFTER INSTALLATION. THEN WATER SOD DAILYFOR THE FIRST 30 DAYS FOLLOWING INSTALLATION.ONGOING MAINTENANCE NOTES1. EVENLY SPREAD PRE-EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) ACROSS ALL LANDSCAPE BEDS TWO(2) TIMES EACH YEAR - ONCE AFTER SNOWMELT AND ONCE MORE IN MID SUMMER (LATE JULY OR EARLYAUGUST). SPREAD THE PREEN BY HAND ONLY IN DRY CONDITIONS.2. WRAP ALL DECIDUOUS TREES WITH HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR TREE WRAPPINGEVERY YEAR. WRAP TREES PRIOR TO DECEMBER 1 AND REMOVE ALL WRAPPING AFTER MAY 1.3. TRIM AND MAINTAIN ALL PLANTS/SOD/SEED PER THE PRODUCERS' WRITTEN INSTRUCTIONS.LANDSCAPE DESIGNER CONTACT:MITCHELL COOKASMCOOKAS@SOLUTIONBLUE.COM651-289-5534LANDSCAPE QUANTITIES8,200 SF = PLANTING BEDS224,500 SF = SOD AREAS BETHLEHEM LUTHERAN CHURCHLAKEVILLE, MN10/30/2017STATION 19 ARCHITECTS, INC. © 2017PRELIMINARY RTU VISIBILITY STUDYLAKEVILLE HIGH SCHOOL ADDITIONPARADISE HILLS 2ND ADDITION80808080120 120 120 SOUTH LINE OF THE SE 1/4 OF THE NE 1/4 OF SECTION 19 CONC. CURB3-TIER BLOCK RETAINING WALL 8" S 8" S 8" S 8"S 8 " S 8 " S SAN MH SAN MH SAN MH SAN MH SAN MH SAN MH CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CBCB CB CB CB CB CB CB CB 8' BIT. PATH8' BIT. PATH8' B I T . P A T H 8' B I T . P A TH 8' BI T . P A T H 8' B I T . P A T H BITUMINOUS PARKING LOT BITUMINOUS PARKING LOT DRIVE TO SCHOOL CONC. CURB CB CB CB CB CB ST MH CB CB 36 " S T FE 16" W 16" W 16 " W 16 " W 1 6 "W 16" W FE SAN/WATER SERVICE STUBS (8") WV WV 4 2 " S T 42" S T 36" S T 3 6 " S T CB CB 2 4 " S T 1 2 "W HYD WV18"ST18"ST18"ST18"ST18"ST8' BIT. PATH1 6 "W TEL BOX LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP 8' BIT. PATH8' BIT. PATH8' BIT. PATHGAS RISER PIPE LP LP LP 200 STALLS 100 FUTURE STALLS PONDING 1022.201023.201022.401022.001021.001009 .00 1002.001028.50FF=1023.50 SAN/WATER SERVICE STUBS (8") 20 999.40 20 1012.73 1010.00 F F = 1 0 0 2 .9 0 F F = 1 0 1 3 .2 3 1002.90 1001.00 1002.40 997.00 1000.40 1001.001029.101028.501001.00 995.70 8' BIT. PAT H 8' BI T . P A T H LOT 1 BLOCK 1 1717 1919 14 16 161415 13 UP IREDELL COURT IND I A N A A V E N U EIPAVA AVENUE192 N D ST R E E T W E S T IPAVA AVE.(LANDSCAPING) PATIO 1018.59 1020.50 BETHLEHEM FIRST ADDITION OUTLOT A1022.201023.301019.10 1023.101014.303.1%1.5%4 .0% 4 .0%4.1%4 .5%8.0% 110 FUTURE STALLS FUTURE FUTURE FUTURE WORSHIP PARADISE HILLS 2ND ADD.1020.004 .3%SECTION 2SECTI O N 1SITE PLAN W/ RTU VISIBILITY POTENTIAL 1" = 150'1 REVISED ROOF SCREEN & RTU LOCATIONS FOR 6’ TALL UNITS SECTION 2 Scale: 1" = 50 ft2 SECTION 1 Scale: 1" = 50 ft2 RTU VISIBLE AT 615' FROM BUILDING RTU VISIBLE AT 600' FROM BUILDING 6’ TALL RTU 3’ TALL RTU 3’ TALL RTU RTU VISIBLE AT 209' FROM BUILDING TRAIL TRAIL VESTIBULE 100 LOUNGE 102 CAFE/ STORAGE 106 STORAGE 107 WORSHIP 103 UP YOUTH ATRIUM 118 MEN 126KITCHEN 124 TOILET 115 MECH/ OFFICE 112 OFFICE 111 OFFICE 110 OFFICE 109 WORK 114 1-2 YR. 119 K-1ST 121 3-4 YR. 123 T. 122 ST 123A ST 121A RECEP. 108 SERVER 113 CL 128 2ND-4TH 120 WOMEN 125 LOBBY ATRIUM 101 KIDS CHECK-IN 117 TECH 105 ST. 119A ST. 120A (LANDSCAPING) PATIO PLATFORM 104 MOBILE CART WATER HEATER BROADCAST 105A RANGE HC HC HC HC HCHC RANGE FRIDGE/ FREEZER FRIDGE/ FREEZER MOBILE CART SPRINKLER 116 J. 127 2 occ. 3 occ. 3,950 SF400 SEATS 367 SF 144 SF 690 SF / 35= 17 occ. 3,744 SF / 15= 249 occ. 108 SF / 100= 1 occ. 104 SF / 100= 1 occ.104 SF / 100= 1 occ.104 SF / 100= 1 occ.148 SF / 100= 1 occ. 500 SF / 200= 2 occ. 644 SF / 30= 21 occ.661 SF / 30= 22 occ. 49 SF 46 SF 611 SF / 35= 17 occ. 1,250 SF / 20= 62 occ. 5 211 211 5 339 42224952678 221 22 31 31 17122 2122313117122 169170 95'-11" /3 = 32'-0"MIN. DISTANCE BETWEEN EXITS35'-8"53'-10" /3 = 17'-11 5/16"MIN . DISTANCE BETWEEN EXITS18'-0" CODE PLAN Scale: 1/8" = 1'-0" 1 A0.1 0 4 8 FT ALT. #6 ALT . #6 CODE REVIEW SUMMARY MINNESOTA BUILDING CODE 2015 CH.3 DESCRIPTION OF OCCUPANCY GROUP A-3 CH.6 TYPE OF CONSTRUCTION TYPE II, B T 601 FIRE RESISTIVE REQUIREMENTS REQUIRED PROVIDED STRUCTURAL FRAME (COLUMNS, GIRDERS, TRUSSES)0 HR.0 HR. BEARING WALLS-EXTERIOR 0 HR.0 HR. BEARING WALLS-INTERIOR 0 HR.0 HR. NON-BEARING WALLS AND PARTITIONS - EXTERIOR 0 HR.0 HR. NON-BEARING WALLS AND PARTITIONS- INTERIOR 0 HR.0 HR. FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS)0 HR.0 HR. ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS)0 HR.0 HR. T 602 FIRE-RESISTIVE RATING REQ. FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE HOURS < 30'-0"1 HR. => 30'-0"0 HR. T 503 ALLOWABLE HEIGHT AND BUILDING AREAS 45,125 SF SEC.506 AREA MODIFICATIONS -- SPRINKLING USED FOR AREA ALLOWABLE AREA PER FLOOR (Aa) Aa={At+[At*If]+[At*Is]} = 17,600 SF At = TABULAR AREA PER STORY IN ACCORDANCE WTH T.503 = 9,500 Is = AREA INCREASE FACTOR DUE TO SPRINKLE PROTECTION IN ACCORDANCE W/ S.506.3 MULTI-STORY = 200, ONE-STORY = 300, NO SPRINKLER = 0 300 If = AREA INCREASE FACTOR DUE TO FRONTAGE (S.506.2) = 75 = [F/P-0.25]W/30 F = BUILDING PERIMETER WHICH FRONTS ON A PUBLIC WAY OR OPEN SPACE (20' MIN)652 S.F. P = PERIMETER OF ENTIRE BUILDING 652 S.F. W = WIDTH OF A PUBLIC WAY OR OPEN SPACE (30' MAX)30 PROPOSED AREAS MAIN LEVEL 17,600 SF NEW 0 SF EXIST 17,600 SF TOTAL - OK FUTURE/MASTER PLAN 61,110 SF MAX FUTURE ADDITION PLUMBING REVIEW SUMMARY MINNESOTA BUILDING CODE 2015 T 2902.1 CH.3 MINIMUM NUMBER OF PLUMBING FACILITIES TOTAL OCC. FOR BUILDING TYPE A-3 604 OCC. 604 OCC. /2 = 302 MEN AND 302 WOMEN 2 MENS WATER CLOSETS REQUIRED = 4 PROVIDED (2 WATER CLOSETS AND 2 URINALS) (302/150=2.01) 1 MENS LAVATORIES REQUIRED = 2 MENS LAVATORIES PROVIDED (302/200= 1.51) 4 WOMENS WATER CLOSETS REQUIRED = 4 WATER CLOSETS PROVIDED (302/75=4.03) 1 WOMENS LAVATORIES REQUIRED = 2 WOMENS LAVATORIES PROVIDED (2 WOMENS) (302/200= 1.51) 2 UNISEX RESTROOM PROVIDED (1 ADULT, 1 CHILD) DRINKING FOUNTAINS RATIO OF 1:1,000 OCC. 1 REQUIRED , 1 PROVIDED (EACH WITH 1 - ADA HEIGHT) 1 SERVICE SINK REQUIRED, 1 PROVIDED Drawing No. A0.1 CODE PLAN 41520 KM NLT 4457 NICOLE THOMPSON DESIGN DEVELOPMENT LAKEVILLE, MINNESOTA BETHLEHEM LUTHERAN CHURCH NINETEEN 2001 UNIVERSITYAVENUE SOUTHEASTSUITE 100 MINNEAPOLIS,MINNESOTA 55414 PHONE (612) 623.1800FAX (612) 623.0012 I hearby certify that this plan,specification, or report wasprepared by me or under my directsupervision and that I am a dulyRegistered Architect under the lawsof the state of: Architects - Incorporated PROJECT TITLE ARCHITECT: SIGNATURE REGISTRATION NUMBER: DATE: DRAWN BY: CHECKED BY: Sheet Title Project Number © Phase MINNESOTA STATION 2017 Issue NotesDateNo. Revision NotesDateNo.Appr 08/25/ NOT FORCONSTRUCTION NORTH EXTERIOR ELEVATION Scale: 1/8" = 1'-0" 1 A6.1 0 4 8 FT T.O. PARAPET EL. 116'-0" T.O. PARAPET EL. 126'-6" 2 1 3 4 11 6 4 5 77 TYP. 7 TYP. 1313 12 3 3 12'-4" 8 8 10'-0"16'-0"10'-0"39'-0"33 1212 9 T.O. ROOF EL. 123'-0" 11 BASEPROJ. ALT #7 BASEPROJ.BASEPROJ. ALT #7 ALT #7 16 16 77 ELEVATION NOTES 1.EIFS W/ PEBBLE FINISH. COLOR 2.PRECAST CONCRETE PANEL SANDBLAST FINISH. 3.MANUFACTURED STONE VENEER 4.PREFIN. MTL CAP - MTL-1 5.GALVANIAZED STEEL CROSS W/ HIGH PERFORMANCE PAINT 6.FLAT METAL PANEL W/ PREFIN. MTL ROOF EDGE - MTL-1 7.ALUMINUM STOREFRONT DOORS & WINDOWS 8.HOLLOW METAL DOOR & FRAME 9.CANOPY W/ PREFIN. MTL ROOF EDGE AND WOOD-LOOK SOFFIT PANELS 10.PREFIN. METAL DOWNSPOUT W/ SPLASH BLOCK BELOW 11 .PREFIN. BRAKE METAL- MTL-1 O/ TREATED 2X BLKG & PLYWOOD 12.PRECAST CONCRETE SMOOTH FORM FINISH 13.PREFIN. METAL BASE - MTL-1 14.PREFIN. MTL W/ LOGO CUT-OUT ON STAND-OFFS 15.PERMANENT ROOF LADDER 16.MECHANICAL ROOF SCREENING Drawing No. A6.1 EXTERIOR 41520 KM NLT 4457 NICOLE THOMPSON DESIGN DEVELOPMENT LAKEVILLE, MINNESOTA BETHLEHEM LUTHERAN CHURCH NINETEEN 2001 UNIVERSITYAVENUE SOUTHEASTSUITE 100 MINNEAPOLIS,MINNESOTA 55414 PHONE (612) 623.1800FAX (612) 623.0012 I hearby certify that this plan,specification, or report wasprepared by me or under my directsupervision and that I am a dulyRegistered Architect under the lawsof the state of: Architects - Incorporated PROJECT TITLE ARCHITECT: SIGNATURE REGISTRATION NUMBER: DATE: DRAWN BY: CHECKED BY: Sheet Title Project Number Errors may occur in the transmission of electronic files. Station Nineteen Architects, Inc. is not responsible for any claims, damages or expenses arising out of the unauthorized use of the information contained in electronic files. Electronic files may not accurately reflect the final design conditions. It is the responsibility of the user to verify all layouts, dimensions and other related information. This document may not be used or copied without prior consent. © all rights reserved Phase MINNESOTA STATION ELEVATIONS 2017 Issue NotesDateNo. Revision NotesDateNo.Appr 2017 08/25/ NOT FORCONSTRUCTION EAST EXTERIOR ELEVATION Scale: 1/8" = 1'-0" 2 A6.1 0 4 8 FT T.O. PARAPET EL. 126'-6" T.O. ROOF EL. 123'-0" T.O. PARAPET EL. 116'-0" 1 1 7 7 777 2 6 1313 10 10'-0"411 1010 2 15 10 16 16 WEST EXTERIOR ELEVATION Scale: 1/8" = 1'-0" 3 A6.1 0 4 8 FT T.O. ROOF EL. 123'-0" T.O. CANOPY EL. 112'-0" 77 7 7 T.O. PARAPET EL. 126'-6" 4 9 5 3 12 3 12 11 6 2 2 14 10 BASEPROJ. ALT #7 BASEPROJ. ALT #7 SOUTH EXTERIOR ELEVATION Scale: 1/8" = 1'-0" 4 A6.1 0 4 8 FT 2 T.O. PARAPET EL. 126'-6" 4 1 13 7 7 48 8 1377 T.O. PARAPET EL. 116'-0" T.O. ROOF EL. 123'-0"16'-0"10'-0"10'-0"7 7 2 121212 1 13 1 16 16 6 8 1'-6"7'-6"8'-0"2'-0"6"A MONUMENT SIGN Scale: 1/2" = 1'-0" 5 A6.1 0 12 24 IN A B INTERNALLY LIT 2-SIDED SIGN CABINET BY SIGN MANUFACTURER-GRAPHICS TBD PREFIN. MTL CAP MANUFACTURED STONE VENEER O/ CMU 1 A6.1 4 A6.1 2 A6.1 3 A6.1 FINISH SCHEDULE MATERIAL FINISH PRECAST CONCRETE MEDIUM SAND BLAST FINISH W/ BUFF STONE AGGREGATE EIFS DRYVIT PEBBLE FINISH - PRAIRIE CLAY CULTURED STONE BORAL 8" HEWN STONE - FOUNDATION ALUM STOREFRONT ANNODIZED DARK BRONZE METAL CAPS & ACCENT BANDS DARK BRONZE SUMMARY:GRADE A OR PRECAST: 67% GRADE C: 33% 1 2 • • • • • • BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 22 OOFF 77 BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 33 OOFF 77 • • • BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 44 OOFF 77 BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 55 OOFF 77 BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 66 OOFF 77 BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 77 OOFF 77