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Home My WebLink AboutItem 06 2 3 4 5 6 7 ± 210TH STREET H E R O N WA Y City of LakevilleAerial MapKomo ConstructionConditional Use PermitEXHIBIT A Proposed building site ± I-1 P/OS C-3 I-1 I-1 I-1 C-3 Proposed building site 210TH ST RS-3 City of Lakeville Location and Zoning Map Komorouski Bldg Golf Simulator CUP EXHIBIT B H E R O N W A Y BENCHMARK HYDRANT TNFH = 960.76CBT/C=958.34I= 952.67 HERON WAY 44.98' 232.88'182.3'178.81'146.74'43.37' 09/13/18 CITY COMMENTS WMS PROJECT TITLE SHEET REVISION SCHEDULE 21573 C2-EXIST PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY - WMS WMS RAS 18-21573 07/11/18 LAKEVILLE MN C2-10 EXISITING SITE & REMOVAL PLAN KOMO CONSTRUCTION NEW BUILDING C2-10 EXISITING SITE & REMOVAL PLAN ---- ---- C2-10 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. LIC. NO.DATE LIC. NO.DATE 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. REESE SUDTELGTE 07/11/18 54243 0 SCALE IN FEET 10 20 40 REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT REMOVE DECIDUOUS TREE (CLEAR & GRUB) CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT & SECTION REMOVAL. PROTECT EXISTING TREE REMOVE EXISTING TREE PROTECT EXISTING HYDRANT & VALVE PROPERTY BOUNDARY EXISTING 6" DIP WATER SERVICE STUB I=951.20 EXISTING 6" PVC SANITARY SERVICE STUB I=949.4 EXISTING 12" RCP STORM SEWER STUB I=953.0 REMOVE CURB & GUTTER, TYP. SAWCUT & REMOVE EXISTING BITUMINOUS PAVEMENT (TYP.) PROTECT ELECTRICAL PEDESTALS PROTECT EXISTING TREE B.M. ELEVATION=960.76 TOP NUT OF FIRE HYDRANT RIGHT-OF-WAY BETWEEN LOT 3 AND 4 OF BLOCK 2 REMOVE EXISTING 6" DIP WATER SERVICE UTILITY LEGEND EXISTING STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV UNDERGROUND UTILITY NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. REMOVE EXISTING 12" RCP STORM SEWER DRAINAGE & UTILITY EASEMENT REMOVE EXISTING TREE100-YEAR FEMA FLOOD P L A I N 75' FROM WATERWAY ℄ EXISTING SWALE CENTERLINE (TYP.) 11/15/18 CITY COMMENTS BAG PROTECT EXISTING UNDERGROUND UTILITIES 12/05/18 GENERAL REVIEW BAG PROPOSED BUILDING 6,720 SQ. FT. FFE = 959.00 4 10 12 BENCHMARK HYDRANT TNFH = 960.76 R=957.86SAN MH I= CBT/C=958.34I= 952.67 HERON WAY 9/13/18 CITY COMMENTS WMS PROJECT TITLE SHEET REVISION SCHEDULE 21573 C3-SITE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY - WMS WMS RAS 18-21573 07/11/18 LAKEVILLE MN C3-10 PROPOSED SITE KOMO CONSTRUCTION NEW BUILDING C3-10 PROPOSED SITE ---- ---- C3-10 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. LIC. NO.DATE LIC. NO.DATE 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. REESE SUDTELGTE 07/11/18 54243 0 SCALE IN FEET 10 20 40 PROTECT EXISTING TREE CONSTRUCT TURN-DOWN CONCRETE WALK (SEE DETAIL) CONSTRUCT STANDARD BITUMINOUS PAVEMENT (SEE DETAIL) PROTECT EXISTING HYDRANT & VALVE 30' REAR BUILDING SETBACK PROPERTY BOUNDARY 5' REAR PARKING SETBACK 10' INTERIOR BUILDING SETBACK5' INTERIOR PARKING SETBACK40' FRONT BUILDING SETB A C K 15' FRONT PARKING SETBACK 5' INTERIOR PARKING SETBACK10' INTERIOR BUILDING SETBACKCONSTRUCT B612 CURB & GUTTER, TYP. (MATCH EXISTING ELEVATION) CONSTRUCT BOLLARDS, TYP. (SEE STRUCTURAL) CONSTRUCT CURB CUT (SEE DETAIL), TYP. B.M. ELEVATION=960.76 TOP NUT OF FIRE HYDRANT RIGHT-OF-WAY BETWEEN LOT 3 AND 4 OF BLOCK 2 CONSTRUCT HEAVY BITUMINOUS PAVEMENT (SEE DETAIL) TRASH ENCLOSURE (SEE DETAIL) CONSTRUCT CONCRETE STOOP, TYP. (SEE STRUCTURAL) PATCH BITUMINOUS PAVEMENT (MATCH EXISTING) PATCH BITUMINOUS PAVEMENT (MATCH EXISTING) 24' 24'9'18' 24'10'12' 120'56'6'9'18'24'23'9'24'16'10'24'PROTECT EXISTING ELECTRICAL PEDESTALS PROTECT EXISTING TREE BASIN A F&I NO PARKING AND HANDICAP SIGN (SEE DETAIL) CONCRETE APRON (SEE DETAIL), TYP. R7.5'R7.5'R7.5'R7.5' EXISTING SWALE CENTERLINE (TYP.) 100-YEAR FEMA FLOOD P L A I N 75' FROM WATERWAY ℄ DRAINAGE & UTILITY EASEMENT CONSTRUCT ROCK DITCH CHECK (SEE DETAIL), TYP. CONSTRUCT ROCK DITCH CHECK (SEE DETAIL), TYP. CONSTRUCT VALLEY GUTTER, TYP. (SEE DETAIL) BASIN B BASIN C 11/15/18 CITY COMMENTS BAG PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK REVERSE PITCH CONCRETECURB & GUTTER STORM DRAIN SCHEDULE STRUCTURE NO. A-1 A-2 A-3 A-4 STRUCTURE TYPE LV-STM-17 RAIN GUARDIAN BUNKER RAIN GUARDIAN BUNKER RAIN GUARDIAN BUNKER STRUCTURE SIZE (In) 27 Ø 51 x 20 51 x 20 51 x 20 STRUCTURE MATERIAL RC HDPE HDPE HDPE CASTING R-4342 SEE DETAIL SEE DETAIL SEE DETAIL PAY HEIGHT LN FT 5.49 NA NA NA * TOP OF CASTING ELEVATION 958.30 958.30 958.27 958.05 INVERT ELEVATION 952.81 957.43 957.39 957.18 OUTLET PIPE EXP-1 PROPOSED BUILDING 6,720 SQ. FT. FFE = 959.00 4 10 12 BENCHMARK HYDRANT TNFH = 960.76 R=957.86SAN MH I= CBT/C=958.34I= 952.67 HERON WAY A-1 R=958.30 I=952.81 A-2 R=958.30 I=957.43 A-3 R=958.27 I=957.39 A-4 R=958.05I=957.18EXP-1 (12")9/13/18 CITY COMMENTS WMS PROJECT TITLE SHEET REVISION SCHEDULE 21573 C3-SITE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY - WMS WMS RAS 18-21573 07/11/18 LAKEVILLE MN C3-11 PROPOSED UTILITY PLAN KOMO CONSTRUCTION NEW BUILDING C3-11 PROPOSED UTILITY PLAN ---- ---- C3-11 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. LIC. NO.DATE LIC. NO.DATE 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. REESE SUDTELGTE 07/11/18 54243 0 SCALE IN FEET 10 20 40 PROTECT EXISTING TREE CONNECT TO EXISTING 6" DIP WATER SERVICE PLUG I=951.05 CONNECT TO EXISTING 6" PVC SANITARY SERVICE PLUG I=949.40 PROTECT EXISTING HYDRANT & VALVE 30' REAR BUILDING SETBACK PROPERTY BOUNDARY 5' REAR PARKING SETBACK 10' INTERIOR BUILDING SETBACK5' INTERIOR PARKING SETBACK40' FRONT BUILDING SETB A C K 15' FRONT PARKING SETBACK 5' INTERIOR PARKING SETBACK10' INTERIOR BUILDING SETBACKPROTECT EXISTING UTILITY PEDESTALS CONSTRUCT 6" DIP WATER SERVICECONSTRUCT 6" PVC SANITARY SERVICE @ 2% MIN.CONSTRUCT SANITARY TO 5' FROM BUILDING (CONFIRM CONNECTION, DEPTH, AND LOCATION WITH MECHANICAL) B.M. ELEVATION=960.76 TOP NUT OF FIRE HYDRANT RIGHT-OF-WAY BETWEEN LOT 3 AND 4 OF BLOCK 2 F&I:6" GATE VALVE 6" 45° BEND NOTES: ·CONTRACTOR TO VERIFY SIZE, DEPTH, AND LOCATION OF UTILITY STUBS ·ALL UTILITIES THAT ARE TO BE CONSTRUCTED TO 5' OUTSIDE OF THE BUILDING SHALL BE CONNECTED BY MECHANICAL CONTRACTOR. ANTICIPATED GAS METER LOCATION (COORDINATE FINAL LOCATION AND SERVICE CONNECTION WITH MECHANICAL CONTRACTOR) GAS ANTICIPATED ELECTRICAL TRANSFORMER & PANEL LOCATION (COORDINATE FINAL LOCATION AND SERVICE CONNECTION WITH ELECTRICAL CONTRACTOR)ELEC.F&I: 6" 45° BEND F&I: 6" 45° BEND F&I: 6" TEE F&I:6" TEE 6" 90° BEND CONSTRUCT WATER TO 5' FROM BUILDING (CONFIRM CONNECTION, DEPTH, AND LOCATION WITH MECHANICAL) DRAINAGE & UTILITY EASEMENT SANITARY CLEANOUT & HOUSING (SEE DETAIL) R=958.79 I=950.46 PROTECT EXISTING TREE F&I #57 STONE, WASHED (TYP.) SANITARY CLEANOUT & HOUSING (SEE DETAIL)R=958.50 I=950.04SANITARY CLEANOUT & HOUSING (SEE DETAIL) R=958.28 I=950.74 I=950.86 I=950.88 I=950.46 BASIN A EXISTING SWALE CENTERLINE (TYP.) 10-YR HWL: 958.23 100-YR HWL: 958.42 100-YR HWL: 957.57 10-YR HWL: 957.29 100-YR HWL: 956.99 10-YR HWL: 956.41 100-YEAR FEMA FLOOD P L A I N 75' FROM WATERWAY ℄ BASIN B BASIN C 11/15/18 CITY COMMENTS BAG PROPOSED BUILDING 6,720 SQ. FT. FFE = 959.00 4 10 12 959 BENCHMARK HYDRANT TNFH = 960.76 R=957.55SAN MH I= R=957.86SAN MH I= CBT/C=958.34I= 952.67 HERON WAY 958959 958 957 956 959 958 960960959961 960.00FLUSH956959.35959.48959.45959.54960.00FLUSH960.00FLUSH960.00FLUSH960.00FLUSH960.00FLUSH960.00FLUSH960.00FLUSH959.90959.90959.90959.90959.90959.90955 959.49960.00960.00959.99959.83959.43959.62959.65959.88958.91959.60959.45959.43959.08958.71958.69958.82958.55958.68959.41959.3695 9 . 8 4959.78959.7895 9 . 4 1 959.84959.55959.06958.18958.91958.86959.20958.92959.00958.89959.90959.89959.46958.40958.77959.24959.11958.18959.70959.62959.46???MATCH???MATCH957.83MATCH957.77MATCH958.24MATCH95 8 . 3 5MATCH958.42MATCH959.89959.91959.91959.89959.91959.91959.02MATCH959.93HP959.34958.50MATCH959.11HP959.47HP959.94959.86957.43959.40959.34959.20HP958.50MATCH958.61LP95 8 . 0 5 LP957.23LP 959.94HP 95 8 . 6 5 -1.9% 1.9% -3.7%-1.0%-2.7%-4.1%-4.8%-1.7% -1.5%-3.6%955.88959.40958.00MATCH959.57HP95 9 . 4 9 958.61957.30958.30LP958 . 2 7 LP 958 958 956.10956.25957.93958.8295 8 . 9 4 -30.1%-33.3%-33.3%-0.1%958.70958.40958.82958.68958.55-33.1%956.25953.96953.96955.11957.18957.1895 7 . 8 6 957.00957.00955.75955.75955.33955.32955.91955.91959.66959.68959 . 9 4 959. 9 4959.75958.90958.34959.20958.94959.76959.70959.65959.00HP958.80958.80958.93958.93957.3095 7 . 3 0 958.89959.02958.77958.77957.39959.59959.62959.79959.92959.94959.92959.79959.62959.41959.48960959958959959 959 959956 958 959956957958959 957 958 956 955 956 957 959960-1.3%959.11-1.0% -1.2%959.11-0.8%957.73957.73956.48957.98957.9809/13/18 CITY COMMENTS WMS PROJECT TITLE SHEET REVISION SCHEDULE 21573 C4-GRADE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY - WMS WMS RAS 18-21573 07/11/18 LAKEVILLE MN C4-10 OVERALL GRADING PLAN KOMO CONSTRUCTION NEW BUILDING C4-10 OVERALL GRADING PLAN ---- ---- C4-10 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. LIC. NO.DATE LIC. NO.DATE 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. REESE SUDTELGTE 07/11/18 54243 0 SCALE IN FEET 10 20 40 GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SURFACE GRADE / DIRECTION GENERAL GRADING NOTES EXCAVATED MATERIAL SHALL BE COMPACTED TO 100% PROCTOR DENSITY FOR THE UPPER 3', AND 95% PROCTOR DENSITY BELOW 3' IN ALL BUILDING PADS. REFER TO THE QUALITY COMPACTION METHOD IN ALL OTHER AREAS. PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. 101 100 101 100 XXX.XXXXX.XX-X.X% B.M. ELEVATION=960.76 TOP NUT OF FIRE HYDRANT RIGHT-OF-WAY BETWEEN LOT 3 AND 4 OF BLOCK 2 REVERSE PITCH CONCRETECURB & GUTTER BASIN C TOP = 957.50 BOTTOM = 954.00 EMERGENCY OVERFLOW = 955.25 BASIN B TOP = 957.5 BOTTOM = 955.75 EMERGENCY OVERFLOW = 957.00 BASIN A TOP = 958.50 BOTTOM = 957.30 EMERGENCY OVERFLOW STRUCTURE = 958.30 100-YEAR FEMA FLOO D P L A I N EXISTING SWALE CENTERLINE (TYP.) 10-YR HWL: 958.23100-YR HWL: 958.42 100-YR HWL: 957.57 10-YR HWL: 957.29 100-YR HWL: 956.99 10-YR HWL: 956.41 75' FROM WATERWAY ℄ 11/15/18 CITY COMMENTS BAG 12/05/18 CITY COMMENTS BAG CON.TREES QTY COMMON NAME / BOTANICAL NAME SIZE ROOT 2 Eastern Red Cedar Juniperus virginiana 8` Ht B & B OVERSTORY QTY COMMON NAME / BOTANICAL NAME SIZE ROOT 5 Autumn Spire Maple Acer rubrum `Autumn Spire` 2-1/2" Cal B & B 4 Skyline Honeylocust Gleditsia triacanthos `Skyline` 2-1/2" Cal B & B SHRUBS QTY COMMON NAME / BOTANICAL NAME SIZE ROOT 6 Arctic Fire Dogwood Cornus stolonifera `Arctic Fire` 24" Ht.Cont 2 Bobo Hydrangea Hydrangea paniculata `Bobo` 12" Ht Cont 7 Holmstrup Cedar Thuja occidentalis `Holmstrup` 36" Ht Cont 19 Little Princess Spirea Spiraea japonica `Little Princess` 16" Ht Cont 19 Sea Green Juniper Juniperus chinensis `Sea Green` 24" Ht.Cont PLANT SCHEDULE PROPOSED BUILDING 6,720 SQ. FT. FFE = 959.00 HERON WAY BOBO HYDRANGEA (2) LITTLE PRINCESS SPIREA (10) (1) AUTUMN SPIRE MAPLE SKYLINE HONEYLOCUST (1)957957958958959958 958 959 959 959 957957958958959955 956 957 958 959 (1) AUTUMN SPIRE MAPLE (2) EASTERN RED CEDAR (7) HOLMSTRUP CEDAR SEA GREEN JUNIPER (5) EDGER EDGER EDGER AUTUMN SPIRE MAPLE (1) EXISTING TREE EXISTING TREE (1) AUTUMN SPIRE MAPLE (14) SEA GREEN JUNIPER (3) ARCTIC FIRE DOGWOOD (3) ARCTIC FIRE DOGWOOD (9) LITTLE PRINCESS SPIREA AUTUMN SPIRE MAPLE (1) (1) SKYLINE HONEYLOCUST (1) SKYLINE HONEYLOCUST (1) SKYLINE HONEYLOCUST 9/12/18 CITY COMMENTS CWT PROJECT TITLE SHEET REVISION SCHEDULE 21573 C5-LANDSCAPE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY - CWT CWT RAS 18-21573 07/11/18 LAKEVILLE MN C5-20 PLANTING PLAN KOMO CONSTRUCTION NEW BUILDING C5-20 PLANTING PLAN ---- ---- C5-20 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. LIC. NO.DATE LIC. NO.DATE 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. REESE SUDTELGTE 07/11/18 54243 0 SCALE IN FEET 10 20 40 UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES ON-SITE PRIOR TO CONSTRUCTION. GOPHER STATE ONE CALL 1-800-454-0002 B.M. ELEVATION=960.76 TOP NUT OF FIRE HYDRANT RIGHT-OF-WAY BETWEEN LOT 3 AND 4 OF BLOCK 2 11/15/18 CITY COMMENTS CWT PROPOSED BUILDING 6,720 SQ. FT. FFE = 959.00 HERON WAY W1W1W1W1WW2W2W2W20.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.9 0.7 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.9 1.6 1.1 0.8 0.8 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.0 2.1 1.0 1.7 1.2 1.2 0.9 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.2 2.9 6.2 1.9 1.6 1.0 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.9 2.9 1.9 1.6 1.1 0.7 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.7 3.2 5.5 1.4 1.4 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.9 2.5 1.8 1.6 2.0 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.0 3.2 4.1 7.0 2.5 1.3 0.3 0.1 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 0.6 0.9 2.5 3.2 1.7 0.2 0.1 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 0.2 0.6 0.2 6.0 3.0 1.4 0.1 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 0.3 0.6 1.0 1.3 3.5 3.8 1.6 0.2 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 0.3 0.5 0.7 1.3 1.7 3.8 3.0 1.5 0.3 0.1 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 0.4 0.7 0.9 1.6 1.9 5.5 3.8 1.5 0.2 0.1 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 0.2 0.6 1.0 1.4 1.5 2.0 3.5 2.8 1.2 0.3 0.1 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 0.3 0.7 1.0 0.9 1.4 2.8 4.7 2.9 0.8 0.1 0.1 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 0.3 0.6 0.7 1.3 2.0 2.1 0.7 0.1 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 0.2 0.6 1.1 1.3 0.6 0.1 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 0.2 0.5 0.5 0.1 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 0.2 0.2 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 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 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 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 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 WWREMARKSMANUFACTURER/MODEL NUMBER LIGHT FIXTURE SCHEDULE STYLETYPE LAMPS 9/13/18 CITY COMMENTS WMS PROJECT TITLE SHEET REVISION SCHEDULE 21573 C3-SITE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY - WMS WMS RAS 18-21573 07/11/18 LAKEVILLE MN C6-10 PHOTOMETRIC PLAN KOMO CONSTRUCTION NEW BUILDING C6-10 PHOTOMETRIC PLAN ---- ---- C6-10 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. LIC. NO.DATE LIC. NO.DATE 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. REESE SUDTELGTE 07/11/18 54243 0 SCALE IN FEET 10 20 40 5' INTERIOR PARKING SETBACK10' INTERIOR BUILDING SETBACKB.M. ELEVATION=960.76 TOP NUT OF FIRE HYDRANT RIGHT-OF-WAY BETWEEN LOT 3 AND 4 OF BLOCK 2 FIRST FLOOR 100' -0" MEZZANINE 110' -0" 32 SF SIGNAGE ALLOWANCE 32 SF SIGNAGE ALLOWANCE 32 SF SIGNAGE ALLOWANCE 13' - 0"4' - 0"TOP OF PRECAST 124' -0" 18" TALL BUILDING IDENTIFICATION CONTRASTING TO PANEL PRECAST CONCRETE PANEL LIGHT GREY IN COLOR 6" TALL SUITE DESIGNATION 6" TALL SUITE DESIGNATION 6" TALL SUITE DESIGNATIONS PREFINISHED METAL CAP FLASHING W/DARK BRONZE FINISH DARK BRONZE FINISH PAINTED STEEL CANOPY WITH CAN LIGHT DARK BRONZE FINISH PAINTED STEEL CANOPY WITH CAN LIGHT DARK BRONZE FINISH PAINTED STEEL CANOPY WITH CAN LIGHT VENEER BRICK INSET INTO PRECAST PANEL MEDIUM GREY IN COLOR VENEER BRICK INSET INTO PRECAST PANEL MEDIUM GREY IN COLOR ABDC 8' - 0"FIRST FLOOR 100' -0" MEZZANINE 110' -0" TOP OF PRECAST 124' -0" LOW ROOF HEIGHT 120' -5" PROPOSED LIGHT TO BE - NLS LIGHTING TWM - T4 - 16L - 40K - BR2 (TYP.) 1 2 3 4 FIRST FLOOR 100' -0" MEZZANINE 110' -0" TOP OF PRECAST 124' -0" LOW ROOF HEIGHT 120' -5" PREFINISHED METAL DOWNSPOUT AND SPLASH BLOCK PREFINISHED GUTTER WALL PACK LIGHTWALL PACK LIGHTWALL PACK LIGHT A B DC DESIGN/BUILD RTU W/APPROVED SCREEN WALLS (TYP.) FIRST FLOOR 100' -0" MEZZANINE 110' -0" TOP OF PRECAST 124' -0" LOW ROOF HEIGHT 120' -5" 1234 01/2"1"2"1/4"PROJECT NO. FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TITLE SHEET PROJECT REVIEWED BY THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE LIC. NO. DATE LIC. NO. 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. 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. 6/22/2018 2:26:50 PM A2-11 EXTERIOR ELEVATIONS 21573 Arch R18.rvt LAR/SB LAR 6-25-18 LAKEVILLE MN 400 21573 A2-11 18-21573 NEW BUILDING KOMO CONSTRUCTION - A2-11 EXTERIOR ELEVATIO NS 1/8" = 1'-0"1 NORTH ELEVATION 1/8" = 1'-0"3 WEST ELEVATION 1/8" = 1'-0"4 SOUTH ELEVATION 1/8" = 1'-0"2 EAST ELEVATION REVISION SCHEDULE DATE DESCRIPTION BY PRELIMINARY NOT FOR CONSTRUCTION / 65% PRICING SET RAIN GUARDIAN BUNKER PLAN VIEW U.S. PATENT 8,501,016 4'-3 1/4"1'-7 7/8"INSURMOUNTABLE CURB FACE DISTANCE VARIES CURB-CUT (WIDTH VARIES) BACK OF CURB POSITION RAIN GUARDIAN BUNKER SO PRIMARYOUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TOAVOID SOIL INTERFERENCE WITH FILTER CONCRETE INLET RAIN GUARDIAN BUNKER CROSS-SECTION VIEW U.S. PATENT 8,501,016 6" 4" 5 1/2" 5" 5 3/8" 6" 1'-3 7/8" 10 1/2"1' INLET CURB GUTTERLINE HIGH VOLUME OVERFLOW TOP METAL GRATE RAIN GUARDIAN BUNKER RAIN GUARDIAN BUNKER INLET GUTTERLINE PRIMARYOUTLET REMOVABLEFILTER WALL BASIN BOTTOM CLASS 5 AGGREGATE SUBSOILS SITE SPECIFIC SITE SPECIFIC CONCRETE PAD RAIN GUARDIAN BUNKER 5'2'-6"2"INSURMOUNTABLE CURB FACE CONCRETE PAD CARRIAGE BOLT(PROVIDED) 1 1/2" MASONRY SCREWS(PROVIDED) CARRIAGE BOLTS (PROVIDED) 9/13/18 CITY COMMENTS WMS PROJECT TITLE SHEET REVISION SCHEDULE 21573 C0-DETAILS PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY - WMS WMS RAS 18-21573 07/11/18 LAKEVILLE MN C0-22 SITE DETAILS KOMO CONSTRUCTION NEW BUILDING C0-22 SITE DETAILS ---- ---- C0-22 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. LIC. NO.DATE LIC. NO.DATE 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. REESE SUDTELGTE 07/11/18 54243 TRASH ENCLOSURE N.T.S. 5" CONCRETE SLAB WITH #4'S @ 18" OC,WITH CONCRETE SEALER AND HARDENER,OVER 6" MIN GRANULAR FILL 6" Ø BOLLARD COLUMN EXTEND INTOCONCRETE 3'-0" MINIMUM 2'-0" x 4'-0" x 5'-0" DEEPCONCRETE FOOTING NO.DESCRIPTION 1234567891011121314 STRAIGHT PLUGBOTTOM COLLARTOP COLLARCORNER ELBOWPLUNGER RODLATCH FORKFORK CATCHPLUNGER ROD CATCHLOCK KEEPER GUIDELOCK KEEPERORNAMENTAL TOPSTRUSS RODSSTRETCHER BARHOOK BOLTS 8" x 8" x 16" SPLIT-FACE CMU W/ #4 BARS @ 32" OCEW AND (2) 9 GA. HORIZONTAL JOINT REINFORCEMENT @ 24" O.C. 5" CONCRETE SLAB W/ #4'S @ 18" OC W/CONCRETE SEALER AND HARDENER 2'-0" x 1'-0" THICKENED SLAB W/ (2) #4 BARS CONTINUOUS AROUND PERIMETER OF TRASH ENCLOSURE SLAB 24" WELL-GRADED CRUSHED AGGREGATE BASE COMPACTED TO 97% PROCTOR DENSITY IN MAXIMUM LIFTS OF 8" OF LOOSE MATERIAL. EXTEND 30" BEYOND EDGE OF 5" CONCRETE SLAB SUBGRADE PREPARATION. REFER TO GEOTECHNICAL REPORT SPLIT-FACE CMU SHALL MATCH THE COLOR OF THE PRIMARY BUILDING FRONT-FAÇADE PREFINISHED METAL CAP 16'-0"10'-0"4"1'-0"2'-0"2'-0"6'-0"1'-0"6'-0"3 11 8 769 10 5 4 12 3 13 14 2 1 DOORS SHALL BE CONSTRUCTED WITH MAINTENANCE FREE COMPOSITE DECKING 5/8" MINIMUM, VERIFY COLOR WITH OWNER RAIN GUARDIAN BUNKER N.T.S. 11/15/18 CITY COMMENTS BAG 4" CLEANOUT PIPE W/ PLUG, FREE FLOATING INSIDE OF CLEANOUT HOUSING HEAVY DUTY CAST IRON CLEANOUTHOUSING W/ HEAVY DUTY CAST IRON COVER SEE PAVEMENT SECTION POUR CONCRETE COLLAR AROUND HOUSING. 2.0' MIN. DIAMETER, DEPTH SUFFICIENT TO COVER HOUSING FLANGE THREADED PLUG WITHINTERNAL NUT COIL 24" OF TRACER WIRE HEAVY-DUTY SANITARY CLEANOUT NTS SA201 12/05/18 CITY COMMENTS BAG UPUPDNDNA2-114A2-11A2-11A2-11123SUITE B - TO BE DETERMINED2,240 SF SUITE C - A-3 OCCUPANCY GOLF SIMULATOR2,240 SF TOTALSHADED 502 SF 34 OCCUPANTSNON SHADED 4 PER SIMULATOR 12 OCCUPANTS TOTAL 46 OCCUPANTSSUITE A - S-2 OCCUPANCY STORAGE965 SF 5 OCCUPANTSSUITE A - B OCCUPANCY BUSINESS1,275 SF 13 OCCUPANTSCLEAR5' - 0"10' - 0"13' - 4"6' - 8"6' - 8"13' - 4"6' - 8"6' - 8"6' - 8"13' - 4"6' - 8"6' - 8"13' - 4"10' - 0"40' - 0"40' - 0"40' - 0"120' - 0"A2-11A2-1123OPEN TO BELOWOPEN TO BELOWHVAC/ STORAGE99 SF = 1 OCCUPANTVIEWING/ LOUNGE290 SF = 20 OCCUPANTSHVAC/ STORAGE1,233 SF = 7 OCCUPANTSN01/2"1"2"1/4"PROJECT NO.FILE NAMEDRAWN BYDESIGNED BYORIGINAL ISSUE DATECLIENT PROJECT NO.TITLESHEETPROJECTREVIEWED BYTHIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.DATELIC. NO.DATELIC. NO.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.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.5/11/2018 2:32:34 PMA1-21FIRST FLOORPLAN21573 Arch R18.rvtLARLAR5-10-18LAKEVILLEMN400 21573 A1-2118-21573NEW BUILDINGKOMOCONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONA1-21 FIRST FLOOR PLAN 1/8" = 1'-0"1FIRST FLOOR PLANSHEET NOTES1. ALL INTERIOR PARTITION WALLS SHALL BE WALL TYPE __, UNLESS OTHERWISE NOTED.REVISION SCHEDULEDATE DESCRIPTIONBY 1/8" = 1'-0"2MEZZANINE PLAN • • • KKOOMMOORROOUUSSKKII BBUUIILLDDIINNGG DDEEVVEELLOOPPMMEENNTT –– LLOOTT 33,, BBLLOOCCKK 22,, AAIIRRLLAAKKEE DDEEVVEELLOOPPMMEENNTT 44TTHH AADDDD.. SSIITTEE PPLLAANN DDEECCEEMMBBEERR 66,, 22001188 PPAAGGEE 22 OOFF 44 KKOOMMOORROOUUSSKKII BBUUIILLDDIINNGG DDEEVVEELLOOPPMMEENNTT –– LLOOTT 33,, BBLLOOCCKK 22,, AAIIRRLLAAKKEE DDEEVVEELLOOPPMMEENNTT 44TTHH AADDDD.. SSIITTEE PPLLAANN DDEECCEEMMBBEERR 66,, 22001188 PPAAGGEE 33 OOFF 44 KKOOMMOORROOUUSSKKII BBUUIILLDDIINNGG DDEEVVEELLOOPPMMEENNTT –– LLOOTT 33,, BBLLOOCCKK 22,, AAIIRRLLAAKKEE DDEEVVEELLOOPPMMEENNTT 44TTHH AADDDD.. SSIITTEE PPLLAANN DDEECCEEMMBBEERR 66,, 22001188 PPAAGGEE 44 OOFF 44 1 2