Loading...
A18_Control-Concepts_00770_Planning & ZoningBUILDING OWNER CONTROL CONCEPTS 18760 LAKE DRIVE EAST CHANHASSEN, MINNESOTA 55317 EMAIL: PHONE: (XXX) XXX-XXXX ARCHITECT BDH+YOUNG INTERIORS | ARCHITECTURE 7001 FRANCE AVENUE SOUTH SUITE 200 EDINA, MN 55435 JEFF GEARS EMAIL: JGEARS@BDHYOUNG.COM PHONE: 952-345-8322 GENERAL CONTRACTOR BAUER DESIGN BUILD 14030 21ST AVENUE N PLYMOUTH, MN 55447 MICHAEL LAQUA EMAIL:MIKE.L@BAUERDB.COM PHONE: 763-972-0000 CIVIL ENGINEER / LANDSCAPE ARCHITECT LOUCKS 7200 HEMLOCK LANE, SUITE 300 MAPLE GROVE, MN 55369 JON DONOVAN EMAIL:JDONOVAN@LOUCKSINC.COM PHONE: 763-496-6724 STRUCTURAL ENGINEER VAA 2300 BERKSHIRE LANE NORTH, SUITE 200 PLYMOUTH, MN 55441 DAVE JOHNSON EMAIL:DJOHNSON@VAAENG.COM PHONE: 763-577-9115 CONTACT LIST PROJECT MANAGER CALHOUN COMMERCIAL 5810 WEST 78TH STREET, SUITE 150 MINNEAPOLIS, MN 55439 PATRICK L SCHNEIDER EMAIL:PATRICKS@CALHOUNCOMMERCIAL.COM PHONE: 952-929-2011 LOCATION MAP NCENTURY BLVDARBORETUM BLVD / HWY 5 HAZELTINE BLVD / HWY 41C O U L T E R B L V D WATER TOWER PL PROJECT SITE E 82ND ST 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information Issue Record © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By Date Printed Name Signature Lic #DateNO T FOR CONSTRUCTIONI 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 DescriptionDateNo.D:\2018 Revit Local\A18_Control-Concepts_007700_NafeM.rvt2018-06-15 11:38:00AMCONTROL CONCEPTS 8077 CENTURY BLVD. CHANHASSEN, MN T0.01 00770 MINNESOTA JEFFREY GEARS 2018-06-15 50937 TITLE SHEET 2018-06-15 KF/MN JG 8077 CENTURY BLVD. CHANHASSEN, MN CONTROL CONCEPTS OMNUJMSJNR pfqb=mi^k=obsfbt=pbq SHEET INDEX - PRELIMINARY NO NAME 0.0 - GENERAL T0.01 TITLE SHEET CIVIL . ALTA/NSPS LAND TITLE SURVEY C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 SANITARY SEWER & WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS C8-3 CIVIL DETAILS E001 SITE PHOTOMETRIC PLAN LANDSCAPE L1-1 LANDSCAPE PLAN L1-2 LANDSCAPE DETAILS ARCHITECTURAL 0.0 - GENERAL A1.11. PRELIMINARY FLOOR PLAN - LEVEL 01 A1.12. PRELIMINARY FLOOR PLAN - LEVEL 02 A6.00. PRELIMINARY ELEVATIONS LOUCKS W:\2017\17516\CADD DATA\SURVEY\_dwg Sheet Files\S17516-ALTAPlotted: 06 /13 / 2018 1:47 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION 05/08/18 SURVEY ISSUED 06/12/18 ADDED WATERMAIN License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of VICINITY MAP Field Crew Max L. Stanislowski - PLS 48988 Project Lead Drawn By Checked By Loucks Project No. Minnesota. 17516 MLS NRS MLS DMP/GCF 05/08/18 CONTROL CONCEPTS 8077 CENTURY BOULEVARD CHANHASSEN, MN 55317 BAUER DESIGN BUILD 14030 21ST AVENUE NORTH PLYMOUTH, MN 55447 ALTA/NSPS LAND TITLE SURVEY 1 OF 1 N SCALE IN FEET 0 30 60 DESCRIPTION OF PROPERTY SURVEYED (Per Schedule A of the herein referenced Title Commitment) Lot 2, Block 1, Arboretum Business Park 7th Addition, according to the recorded plat thereof, Carver County, Minnesota. Abstract and Torrens Property TITLE COMMITMENT EXCEPTIONS (Per Schedule B, Part II of the herein referenced Title Commitment) The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by Commercial Partners Title, LLC, as agent for Chicago Title Insurance Company, File No. 54247, effective date March 21, 2018. The numbers below correspond to those in the title commitment. 1-8 & 10-16 do not require comment. 9.Easement for utilities and drainage as shown on the recorded plat of Arboretum Business Park 7th Addition and plat of Arboretum Business Park. Shown hereon around the entire site. 17.Subject to the following matters as shown on the survey prepared by Schoell Madson dated April 17, 2007: a)Encroachment of bituminous trail along the West line of the subject property. Shown hereon. ALTA/NSPS OPTIONAL TABLE A NOTES (The following items refer to Table A optional survey responsibilities and specifications) 1.Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2.The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 8077 Century Boulevard, Chanhassen, MN 55317. 3.This property is contained in Zone C (area of minimal flooding) per Flood Insurance Community Panel No. 2700510005B, effective date of July 2, 1979. 4.The Gross land area is 227,850 +/- square feet or 5.23 +/- acres. 7.(a) There are no observable buildings on this site. 8.Substantial features observed in the process of conducting fieldwork, are shown hereon. 9.There are no striped parking stalls on this site. SURVEY REPORT 1.The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 3.The bearings for this survey are based on the Carver County Coordinate System NAD 83 (1986 Adjust). 4.Benchmark: MnDOT monument JON MNDT, located in Chanhassen, 0.25 mile south along Trunk Highway 41 from the junction of Trunk Highway 41 and Trunk Highway 5 in Chanhassen, at Trunk Highway 41 milepoint 6.9, 83.5 feet north of a power pole, 26.0 feet west of Trunk Highway 41, 81.02 Feet north of reference mark 1, 2.0 feet east of a witness post. Elevation = 1027.44 (NGVD29) Site Benchmark: Top nut of fire hydrant located on the westerly side of the site along the westerly side of Century Boulevard. Elevation = 975.95 (NGVD29) 5.We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket Nos. 181153120 & 181154099. The following utilities and municipalities were notified: JAGUAR COMMUNICATIONS (507)219-8081 CITY OF CHANHASSEN (952)227-1300 CENTURYLINK (800)283-4237 LIGHTCORE (800)283-4237 LIFETIME FITNESS (507)219-8081 CENTER POINT ENERGY (406)541-9571 MEDIACOM (800)778-9140 MINNESOTA VALLEY ELECTRIC (952)492-8210 LEVEL 3 COMMUNICATIONS (877)366-8344 XCEL ENERGY (800)848-7558 i.Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities “private” installations that are outside their jurisdiction. These “private” utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii.The locations of underground utility lines shown hereon is an approximation based on available maps, unless otherwise noted on the survey. iii.Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. 6.The location of wetland delineation markers, which have been determined by a qualified specialist, are shown hereon. CERTIFICATION To Control Concepts Inc., a Minnesota corporation, Chaska Gateway Partners Limited Partnership, a Minnesota limited partnership, Commercial Partners Title, LLC and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 4, 7(a), 8, and 9 of Table A thereof. The field work was completed on May 4, 2018. Date of Plat or Map: June 12, 2018 ______________________________________________ Max L. Stanislowski, PLS Minnesota License No. 48988 mstanislowski@loucksinc.com 9 9 9 9 17 9 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 300 60 9 SURVEY LEGEND C1.1 REMOVE TREE TYP REMOVE TREE PER CONVERSATION WITH TODD HOFFMAN (PARK & RECREATION DIRECTOR) REMOVE BITUMINOUS PATH CLEAR AND GRUB AS NEEDED FOR BITUMINOUS PATH CONSTRUCTION REMOVE FENCE AS NEEDED FOR BITUMINOUS PATH CONSTRUCTION SAW-CUT, REMOVE, & REPLACE BITUMINOUS AS NEEDED FOR UTILITY CONSTRUCTION REFER TO UTILITY PLAN PROTECT EXISTING UTILITIES DURING DRIVEWAY AND UTILITY CONSTRUCTION REMOVE & RELOCATE EXISTING LIGHT POLE COORDINATE LOCATION WITH CITY REMOVE & RELOCATE EXISTING SIGN COORDINATE LOCATION WITH CITY REMOVE BITUMINOUS PATH REMOVE CURB & GUTTER REMOVE CURB & GUTTER REMOVE BITUMINOUS PATH PROTECT EXISTING TREE PROTECT EXISTING TREE PROTECT EXISTING TREE PROTECT EXISTING TREE PROTECT EXISTING TREES PROTECT EXISTING UTILITIES DURING DRIVEWAY CONSTRUCTION 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 300 60 9 SURVEY LEGEND C1.2 REMOVE EXISTING TREES/WOODS REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. SITE DEMOLITION NOTES NOPARKINGNOPARKINGNOPARKINGMATCH EXISTING CURB & GUTTER 8 20 13 34 31 35'R 15'R 15'R 5'R 5'R 15'R 15'R 35'R 20'R 56'R 5'R 5'R 76'R 20'R413'R10'R 5'R 5'R 5'R 5'R 30'R 5'R 10'R 5'R 55'R18'26'18'4.7'10'35'9' TYP 9' TYP 8' TYP 8' TYP 8' TYP 8' TYP 6.7'9'26' 18' 26' 18'9'TYP9'TYP18'26'6.7'2.7'10.7'6.7' 3' 6'8'28.1'89.6'9.7'26' 4.7'30.9'45.8'MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER MATCH EXISTING BITUMINOUS PATH MATCH EXISTING BITUMINOUS PATH MONUMENT SIGN RETAINING WALL TYP-SEE DETAIL RETAINING WALL TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE STOOP COORDINATE WITH ARCHITECTURAL AND STRUCTURAL PLANS GENERATOR AND TRANSFORMER PAD COORDINATE WITH MECHANICAL PLANS CONCRETE STOOP COORDINATE WITH ARCHITECTURAL AND STRUCTURAL PLANS CONCRETE STOOP COORDINATE WITH ARCHITECTURAL AND STRUCTURAL PLANS CONCRETE STOOP COORDINATE WITH ARCHITECTURAL AND STRUCTURAL PLANS LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL RETAINING WALL TYP-SEE DETAIL 8'R 3 - ADA PARKING SIGN TYP-SEE DETAIL ADA PARKING SIGN BOLLARD/COMBO TYP-SEE DETAIL 10' TAPER TO FLAT CURB FLAT CURB TYP-SEE DETAIL 10' TAPER TO FLAT CURB 23.1'CONCRETE STOOP COORDINATE WITH ARCHITECTURAL AND STRUCTURAL PLANS 2 - ADA PARKING SIGNS TYP-SEE DETAIL TYPICAL ADA PARKING TYP-SEE DETAIL 10'2'10' BITUMINOUS PATH TYP-SEE DETAIL 10' BITUMINOUS PATH TYP-SEE DETAIL CONNECT TO EXISTING BITUMINOUS PATH 9' TYP FLAT CURB TYP-SEE DETAIL B612 CURB & GUTTER AT LOADING DOCK RETAINING WALLS TYP-SEE DETAIL RETAINING WALL TYP-SEE DETAIL MATCH EXISTING BITUMINOUS PAVEMENT MATCH EXISTING BITUMINOUS PATH MATCH EXISTING BITUMINOUS PATH 10' TAPER TO FLAT CURB FLAT CURB TYP-SEE DETAIL 10' TAPER TO FLAT CURB 10' TAPER TO FLAT CURB 3' TAPER TO FLAT CURB 3' TAPER TO FLAT CURB FLAT CURB TYP-SEE DETAIL 3' TAPER TO FLAT CURB 3' TAPER TO FLAT CURB FLAT CURB TYP-SEE DETAIL 3' TAPER TO FLAT CURB 3' TAPER TO FLAT CURB 3' TAPER TO FLAT CURB 26.7'CONCRETE APRON TYP-SEE DETAIL CONCRETE APRON TYP-SEE DETAIL 40' AVERAGE BUFFER AREA 20' MINIMUM BUFFER AREA 5-WETLAND BUFFER LOCATION SIGNS TYP-SEE DETAIL 20.0'BOLLARD TYP-SEE DETAIL BOLLARD TYP-SEE DETAIL BOLLARD TYP-SEE DETAIL BOLLARD TYP-SEE DETAIL 87.8'35.8'35.7'06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 300 60 SITE NOTES 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 6.ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. CURRENT ZONING:PUD PROPOSED ZONING:PUD PROPERTY AREA:227,850 SF / 5.23 AC EXISTING IMPERVIOUS AREA: 305 SF / 0.007 AC PROPOSED IMPERVIOUS AREA:133,599 SF / 3.07 AC SITE DATA YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 30 FT MINIMUM PARKING SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 30 FT MINIMUM OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE AISLE WIDTH = 26 FT DEVELOPMENT AND DESIGN STANDARDS SIGNAGE AND STRIPING NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. PAVEMENT TYPES NOTE: SEE PAVEMENT SECTIONS ON SHEET C8-2 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT TOTAL PARKING REQUIRED = 100 STALLS TOTAL PARKING PROVIDED = 106 STALLS (INCLUDES ADA STALLS) OFF-STREET PARKING CALCULATIONS ACCESSIBLE PARKING STALLS REQUIRED = 4 STALLS PROPOSED ACCESSIBLE STALLS PROVIDED = 6 STALLS ACCESSIBLE PARKING 73 23 CIVIL LEGEND C2.1 40' WETLAND BUFFER AREA = 5,939 SF 40' AVERAGE WETLAND BUFFER AREA = 5,979 SF WETLAND BUFFER DATA NOPARKINGNOPARKINGNOPARKING8 8 8 8 8 8 8888884444488869.00 GW=967.63 TW=967.63 GW=967.29 TW=970.12 GW=965.68 TW=969.50 GW=964.12 TW=969.81 GW=960.29 TW=969.08 GW=956.46 TW=970.16 GW=951.87 TW=968.45 GW=950.97 TW=968.00 GW=950.51 TW=968.38 GW=952.80 TW=969.14 GW=953.50 TW=969.16 GW=958.24 TW=968.64 GW=967.51 TW=970.91 GW=969.72 TW=969.72 69.33 68.43 67.69 68.84 68.54 68.74 69.00 69.00 69.44 70.18 69.82 69.85 69.85 69.69 70.05 70.45 69.97 70.21 70.09 69.97 70.13 71.48 71.39 71.75 72.07 71.37 71.71 73.36 71.82 74.17 74.77 75.1875.85 75.90 74.62 74.74 74.2774.08 75.03 74.88 73.43 73.93 71.74 71.74 71.16 71.38 70.73 70.73 71.13 71.13 71.13 69.58 69.95 70.61 70.20 68.34 69.09 68.34 68.80 68.1569.8668.7469.5169.20 68.52 68.71 67.12 52.62 51.00 50.31 53.30 52.64 49.39 49.59 52.84 46.40 46.60 57.02 57.22 53.19 53.39 58.80 58.79 59.80 60.58 61.01 61.21 71.10 70.7570.6870.6071.10 69.98 70.62 71.10 70.83 70.61 69.25 68.90 71.10 71.22 71.40 71.31 71.31 71.40 71.22 71.22 71.40 71.17 70.95 71.12 70.72 71.30 70.75 69.81 70.74 70.24 70.30 70.74 70.31 70.38 70.5770.67 70.76 70.82 70.51 70.13 70.82 70.50 71.04 72.30 71.48 70.70 70.3970.80 71.06 71.13 71.37 71.4071.27 71.31 71.35 71.30 71.37 71.40 71.40 70.45 70.73 70.7970.73 71.00 71.35 71.40 71.40 71.35 71.10 70.77 70.99 71.40 71.23 69.49 70.15 67.40 67.2067.58 67.40 67.16 68.58 70.50 71.40 71.40 67.40 67.20 GW=967.40 TW=971.40 GW=967.20 TW=971.25 69.90 70.50 70.50 GW=967.40 TW=969.30 GW=967.20 TW=969.60 TW=969.90GW=967.50 GW=967.40 TW=969.39 GW=967.17TW=969.90 GW=967.74 TW=970.50 4. 1 %2.1%2.4%2.0%2.0%2.0%2.0%2.4%2.0%2.0%1.0%1.0%1.5%1.9% 69.61 69.332.0%1.9% 2.0%1.0%1.0%1. 0 % 68.86 2.0% 3.0%3.0%1.2%2.0%70.98 1.3%2.5%2.0%3.3%3.0%3. 0 % 6. 0 % 6. 0 % 6. 0 % 3.1% 1.0%1.0%1.1% 1.1% 2.0%2.0%2.5%1.5%1.5%1.5%1.5%2.9%3.1%2.1%71.74 1.0%1.3%2.0%4.3%5.0%2.0% 2.0%5.0% 4.0% 3.0% 2.0 % 2.0% 2.0% 1.5%1.0%3.0%4.0%4.3%0.3%2.0% 2.0%1.8%1.0%1.2%1.0%5. 0 % 5. 0 % 2. 0 %974971 9 7 2973 971968969970968969970971 968969970971971 970975 974 973 972 971 972 973 9 7 0 96 9969970971969 971 970 9 7 2 972 971971971971 972 973974969 970 971971 97 0 970971 9699 7 0 970 969 96896796596694 5 950 955 960 94 6947948949951952953954956957958959961962963964 96 9 969953 952 951950949948947947 948 949 950 951 952 953 954 955 956957958959 96096171.26 953951951 95227.5%26.3% 31.3%22.9%06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 300 60 73 23 CIVIL LEGEND GRADING, DRAINAGE & EROSION CONTROL NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B1801313), DATED MARCH 13, 2018 AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 6.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7.DUST MUST BE ADEQUATELY CONTROLLED. 8.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. C3.1 NOPARKINGNOPARKINGNOPARKING8 8 8 8 8 8 88888844444888974971 9 7 2973 971968969970968969970971 968969970971971 970975 974 973 972 971 972 973 9 7 0 96 9969970971969 971 970 9 7 2972 971971971971 972 973974969 970 971971 97 0 970971 9699 7 0 970 969 96896796596694 5 950 955 960 94 6947948949951952953954956957958959961962963964 96 9 969953 952 951950949948947947 948 949 950 951 952 953 954 955 956957958959 960961953951951 952 INLET PROTECTION TYP-SEE DETAIL ROCK CONSTRUCTION ENTRANCE SEE DETAIL SILT FENCE TYP-SEE DETAIL EROSION CONTROL BLANKET TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL EROSION CONTROL BLANKET TYP-SEE DETAIL 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 300 60 73 23 CIVIL LEGEND C3.2 SWPPP LEGEND INLET PROTECTION SILT FENCE EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN BIO ROLLS EROSION CONTROL BLANKET ROCK CONSTRUCTION ENTRANCE 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLY1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A BUILDING, SURFACE PAVEMENTS, RETAINING WALL, UNDERGROUND DETENTION SYSTEM, AND UTILITIES. 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1.INSTALL VEHICLE TRACKING BMP 2.INSTALL INLET PROTECTION 3.INSTALL SILT FENCE AROUND SITE 4.CLEAR AND GRUB SITE 5.STRIP AND STOCKPILE TOPSOIL 6.REMOVE PAVEMENTS AND UTILITIES 7.ROUGH GRADE SITE 8.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 9.INSTALL UTILITIES 10.INSTALL BUILDING FOUNDATIONS 11.INSTALL CURB AND GUTTER 12.INSTALL PAVEMENTS AND WALKS 13.FINAL GRADE SITE 14.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS 15.SEED AND MULCH 16.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3.SITE DATA: AREA OF DISTURBANCE:3.955 AC PRE-CONSTRUCTION IMPERVIOUS AREA:0.007 AC POST-CONSTRUCTION IMPERVIOUS AREA:3.067 AC GENERAL SOIL TYPE:SEE GEOTECHNICAL EVALUATION REPORT 4.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 7.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. 12.NO ENGINE DEGREASING IS ALLOWED ON SITE. 13.THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 14.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A.FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A.SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS D.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS 17.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19.SWPPP MUST BE AMENDED WHEN: A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 19.CONCRETE WASHOUT AREA A.CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN PROTECTION PER PLAN. B.CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL". C.CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 20.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 21.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 22.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 23.RESPONSIBILITIES A.THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT: __________________________________ COMPANY: __________________________________ PHONE: __________________________________ B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: CONTACT:__________________________________ COMPANY: __________________________________ PHONE: __________________________________ 24.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. SWPPP NOTES ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE (STANDARD)LF EROSION CONTROL BLANKET SY INLET PROTECTION EA QUANTITY 1 1 1,010 1,760 15 BIO-ROLL LF NA SITE VICINITY MAP CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP C3.3 PROJECT SITE * EROSION CONTROL BLANKET 6" 6" 1' TO 3'ANCHOR TRENCH 1.DIG 6"X6" TRENCH 2.LAY BLANKETS IN TRENCH 3.STAPLE AT 1.5' INTERVALS 4.BACKFILL WITH NATURAL SOIL AND COMPACT. 5.BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. DI R E C T I O N O F SU R F A C E F L O W STAGGER JOINTS DRAWN 2/2016 LOUCKS PLATE NO. 3016LOUCKS NOPARKINGNOPARKINGNOPARKING8 8 8 8 8 8 88888844444888SANITARY SEWER SERVICE STUB INV=962.09 (VERIFY LOCATION, INVERT & SIZE W/ MECHANICAL) SANMH 1 BUILD OVER EXISTING 8" SANITARY SEWER LINE INV=958.15± (VERIFY RIM, INVERT, & SIZE) 163 LF-6" PVC @ 2.00% 29 LF-6" PVC @ 2.00% SANMH 2 RIM=971.27 INV(N)=961.51 INV(W)=961.41 73.3 WET TAP EXISTING 12" DIP WATERMAIN (VERIFY TYPE & SIZE) 8" GATE VALVE 8"x8" TEE W/ 6" REDUCER TO HYDRANT 8" GATE VALVE DUAL 8" COMBINED DOMESTIC/FIRE WATER SERVICES (VERIFY LOCATION, INVERT & SIZE W/ MECHANICAL) 184 LF-8" DIP WATERMAIN 128 LF-6" DIP WATERMAIN 40 LF-8" DIP WATERMAIN HYDRANT W/ GATE VALVE 14 LF-6" DIP WATERMAIN 90 DEG. 6"X6" BEND 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 300 60 73 23 CIVIL LEGEND C4.1 UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.PROPOSED PIPE MATERIALS: WATERMAIN DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 26 6" DIAMETER STORM SEWER DUAL WALL HDPE 12" TO 18" DIAMETER PERFORATED PVC 4" DIAMETER 9.ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 6" PVC SDR 26. 10.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF UNDERGROUND DETENTION SYSTEM FOR ENGINEER'S REVIEW. 11.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 12.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 13.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c.ALL FITTINGS MUST COMPLY WITH ASTM D3212. d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. NOPARKINGNOPARKINGNOPARKING8 8 8 8 8 8 8888884444488873.3 CBMH 10 RIM=969.20 INV=966.20 SUMP=963.20 CBMH 20 RIM=968.74 INV=965.74 SUMP=962.74 CBMH 30 RIM=968.15 INV=965.15 SUMP=962.15 CBMH 40 RIM=968.34 INV=965.34 SUMP=962.34 CBMH 50 RIM=969.58 INV=965.88 SUMP=962.88 STMH 60 RIM=971.02 INV=964.93 SUMP=961.93 CBMH 70 RIM=970.15 INV=965.03 SUMP=962.03 CBMH 80 RIM=969.49 INV=965.14 SUMP=962.14 CBMH 93 RIM=971.00 INV=968.00 CBMH 92 RIM=970.45 INV(E)=967.34 INV(N)=967.34 INV(W)=967.34 CBMH 91 RIM=970.39 INV(E)=966.02 INV(NW)=966.02 CBMH 90 RIM=970.50 INV=965.68 SUMP=962.68 CBMH 100 RIM=970.13 INV=966.63 SUMP=963.63 CBMH 110 RIM=969.00 INV=966.00 SUMP=963.00 32 LF-12" HDPE @ 1.78% 32 LF-12" HDPE @ 0.50%32 LF-12" HDPE @ 0.50% INLET INV=965.63 INLET INV=965.58 INLET INV=964.99 12" ROOF DRAIN STUB INV=967.46 (VERIFY SIZE, INVERT & LOCATION W/ MECHANICAL) DET1 72" CSP UNDERGROUND DETENTION SYSTEM (1100 LF TOTAL) TOP OF PIPE=966.63 OUTLET=960.63 INV=960.63 INLET INV=965.27 14 LF-12" HDPE @ 0.50% INLET INV=965.63 5 LF-12" HDPE @ 5.00% 33 LF-12" HDPE @ 2.00% 66 LF-12" HDPE @ 2.00% 17 LF-12" HDPE @ 2.00% 5 LF-12" HDPE @ 1.00% INLET INV=965.63 6 LF-12" HDPE @ 2.00% 5 LF-12" HDPE @ 20.00% INLET INV=965.63 INLET INV=965.63 29 LF-12" HDPE @ 1.28% 92 LF-12" HDPE @ 0.50% TRENCH DRAIN 61 NEENAH R-4999-CX BOLTED RIM=967.16 INV=966.49 OUT=965.39 30 LF-12" HDPE @ 0.50% INLET INV=964.78 TRENCH DRAIN 71 NEENAH R-4999-CX BOLTED RIM=967.20 INV=966.53 OUT=965.43 79 LF-12" HDPE @ 0.50% 27 LF-12" HDPE @ 0.50% INLET INV=964.90 57 LF-12" HDPE @ 0.50% TRENCH DRAIN 81 NEENAH R-4999-CX BOLTED RIM=967.20 INV=966.53 OUT=965.43 23 LF-12" HDPE @ 0.50% INLET INV=965.03 OUTLET INV=960.63 11 LF-12" HDPE @ 0.50% OCS MH 2 RIM=969.98 WEIR=965.86 12"X12" ORIFICE=963.03 6"X6" ORIFICE=960.57 INV=960.57 CONNECT TO EXISTING CATCH BASIN MANHOLE AT INV=959.59 (VERIFY INVERT) 79 LF-18" HDPE @ 1.00% CONTECH JELLYFISH JFPD0806 ONLINE FILTER SYSTEM RIM=970.16 TOP OF STRUCTURE=964.44 INV(E)=960.52 INV(W)=960.44 BOTTOM OF STRUCTURE=955.11 SEE DETAIL STMH 1 RIM=970.27 INV=960.39 5 LF-18" HDPE @ 1.00% 5 LF-12" HDPE @ 1.00% 25 LF-4" PVC DRAINTILE SLOPE TO DRAIN TYP-SEE DETAIL 25 LF-4" PVC DRAINTILE SLOPE TO DRAIN TYP-SEE DETAIL 36" ACCESS RISER RIM=VARIES INV=960.63 36" ACCESS RISER RIM=VARIES INV=960.63 36" ACCESS RISER RIM=VARIES INV=960.63 36" ACCESS RISER RIM=VARIES INV=960.63 36" ACCESS RISER RIM=VARIES INV=960.63 25 LF-4" PVC DRAINTILE SLOPE TO DRAIN TYP-SEE DETAIL 25 LF-4" PVC DRAINTILE SLOPE TO DRAIN TYP-SEE DETAIL 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 300 60 73 23 CIVIL LEGEND C4.2 UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.PROPOSED PIPE MATERIALS: WATERMAIN DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 26 6" DIAMETER STORM SEWER DUAL WALL HDPE 12" TO 18" DIAMETER PERFORATED PVC 4" DIAMETER 9.ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 6" PVC SDR 26. 10.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF UNDERGROUND DETENTION SYSTEM FOR ENGINEER'S REVIEW. 11.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 12.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 13.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c.ALL FITTINGS MUST COMPLY WITH ASTM D3212. d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYC8.1 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYC8.2 SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE (3/4" PER FT. TYP.) TIP GUTTER OUT AS REQ'D PAVEMENT SECTION VARIES MIN. OF 4" 3/8 " LIP MINIMUM 1' BEHIND BACK OF CURBAGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 7" 12"8" AGG. BASE VARIES 1/2" RAD. 20" FLAT CURB AND GUTTER (12") SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. DRAWN 2/2016 LOUCKS PLATE NO. 2012LOUCKS 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE 24" SELECT GRANULAR, MN/DOT 3149.D STANDARD BITUMINOUS PAVEMENT SECTION GEOTEXTILE FILTER FABRIC TYPE V, MN/DOT 3733.2 DRAWN 12/2016 LOUCKS PLATE NO. 2031LOUCKS 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2.5" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE 24" SELECT GRANULAR, MN/DOT 3149.D HEAVY DUTY BITUMINOUS PAVEMENT SECTION GEOTEXTILE FILTER FABRIC TYPE V, MN/DOT 3733.2 DRAWN 12/2016 LOUCKS PLATE NO. 2032LOUCKS 8" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE 6" CONCRETE MN/DOT 2301 CONCRETE PAVEMENT SECTION NOTES: 1.CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. 2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). 3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. DRAWN 12/2016 LOUCKS PLATE NO. 2033LOUCKS 24" SELECT GRANULAR, MN/DOT 3149.D VAN ACCESSIBLE 60"48"18" DIA.36"TYPICAL ADA PARKING SIGN / BOLLARD COMBO 12"x18" STANDARD HANDICAP PARKING SIGN WITH SEPARATE 'VAN ACCESSIBLE' PANEL. GREEN LETTERING AND BORDER ON WHITE BACKGROUND. SYMBOL OF ACCESSIBILITY SHALL BE 4"x4" AND BE WHITE ON A BLUE BACKGROUND. USE HARDWARE PER SIGN SUPPLIER'S RECOMMENDATIONS. HC SIGNAGE PER MINNESOTA RULES 1341.0502 12"x6" STANDARD 'VAN ACCESSIBLE' PANEL. GREEN LETTERING AND BORDER ON WHITE BACKGROUND. 2" DIA. 6' LONG MIN. GALVANIZED SCHEDULE 40 STEEL PIPE. EMBED IN CONCRETE FILLED BOLLARD 6" DIA. SCHEDULE 40 GALVENZIED STEEL PIPE 6' LONG MINIMUM HEAVY DUTY HDPE DOME TOP DECORATIVE SLEEVE BLUE OR YELLOW IN COLOR. AVAILABLE FROM BOLLARDSNSLEEVES.COM OR EQUAL. COMPACTED OR UNDISTURBED SUBGRADE. NOTES: 1.BOLLARDS TO BE PLACED 12" BEHIND BACK OF CURB OR SIDEWALK (REFER TO SITE PLAN.) 2.MAINTAIN PLUMB UNTIL CONCRETE IS SUFFICIENTLY CURED. 3.HOLD CONCRETE FOOTING BELOW GRADE OF FINISHED CONCRETE TO CREATE FINAL PAVING PATTERN AS SHOWN ON PLANS. 4.SIGN CENTERED AT HEAD OF PARKING SPACE - MAXIMUM OF 96" FROM HEAD OF PARKING SPACE. DRAWN 03/2017 LOUCKS PLATE NO. 2038ALOUCKS6"18"6"VIOLATORS ARE SUBJECT TO A FINE OF UP TO $ 200.00 PARKING RESERVED TYPICAL ADA PARKING STALL STRIPING DRAWN 03/2017 LOUCKS PLATE NO. 2037LOUCKS LCC 4" WIDE PAINTED LINES, TRAFFIC WHITE 4" WIDE PAINTED LINES, 18" O.C., @ 45 DEG. TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) REFER TO SITE PLAN FOR STALL DIMENSIONS 40"PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. HC SIGNAGE PER MINNESOTA RULES 1341.0502 ALL LINES 4" WIDE 8" DIAMETER NOT TO SCALE 67.5ƒ 5ƒ 36" TYPICAL ADA PARKING SIGN "PARKING BY DISABLED PERMIT ONLY" ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) "VAN ACCESSIBLE" SIGN GRADE NOTES: 1.PROVIDE (1) SIGN PER STALL 2.HC SIGNAGE PER MINNESOTA RULES 1341.0502 3.SEE DETAIL 2042 FOR SIGN INSTALLATION. HANDICAP PARKING SIGN NOT TO SCALE60"-66""NO PARKING" ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) GRADE NOTES: 1.PROVIDE (1) SIGN PER ACCESS AISLE 2.HC SIGNAGE PER MINNESOTA RULES 1341.0502 3.SEE DETAIL 2042 FOR SIGN INSTALLATION. HANDICAP ACCESS AISLE NO PARKING SIGN NOT TO SCALE60"-66"DRAWN 12/2016 LOUCKS PLATE NO. LOUCKS VAN ACCESSIBLE PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYC8.3 OUTLET 48" TO 72" DOGHOUSES SHALL BE GROUTED BOTH ON THE INSIDE AND OUTSIDE OF THE STRUCTURE. PRECAST MANHOLE SECTIONS C OUTLET ELEVATION PIPE SIZE WILL VARY OUTLET CONTROL STRUCTURE - WEIR/ORIFICE INLET PRECAST BASE SLAB INLET ELEVATION A B 2 960.63 OUTLET CONTROL STRUCTURE ELEVATION TABLE OCS NO.A 6" E TOP OF WEIR ELEVATION WEIR TO BE REINFORCED WITH AT LEAST #4 REBAR, 12" ON CENTER. ORIFICE OPENING SIZE - F INVERT ELEVATION - G WEIR/ORIFICE E TOP OF WEIR ELEVATION ORIFICE OPENING SIZE - F INVERT ELEVATION - G J DRAWN 2/2016 LOUCKS PLATE NO. 4318LOUCKS RIM - (EMERGENCY OVERFLOW) D 2" 0"-8" 2" ORIFICE OPENING SIZE - H INVERT ELEVATION - I 960.57 B 960.57 C 969.98 D 965.86 E 12x12 F 963.03 G 6x6 H 960.57 I 48" J ORIFICE OPENING SIZE - H INVERT ELEVATION - I WETLAND BUFFER LOCATION SIGN1'-4"VARIABLE6"3"6"4.0' OUTLET FLOW 3'MIN.2" 0"-8" 2" NYLOPLAST SNOUT STRUCTURE OR APPROVED EQUAL. CONCRETE ADJUSTING RINGS, MIN. 4" - MAX. 10" NOTE: 24"x36" SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE. 27" ɸ SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING. SUMP CATCH BASIN / MANHOLE MINIMUM SLAB THICKNESS IS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR 4' OF DEPTH GREATER THAN 14'. PRECAST CONCRETE MANHOLE SECTIONS WITH "O"-RING RUBBER GASKETS. SLAB TOP TO BE SET IN A MORTAR BED. 6" PRECAST REINFORCED CONCRETE SLAB. STEPS 16" O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC.6"DRAWN 2/2016 LOUCKS PLATE NO. 4304LOUCKSBOLLARD 1/2" CROWN 1" CROWN 3'-6"3'-0"6"24" DIA. 2,500 PSI CONCRETE 6" DIP, CONC. FILLED, PAINTED OSHA YELLOW DRAWN 12/2016 LOUCKS PLATE NO. 2039LOUCKS *SYSTEM SHALL UTILIZE 7-40" CARTRIDGES NOPARKINGNOPARKINGNOPARKING13 GAC 2 SKH 1 AE 17 GF 3 SKH 42 SD 14 GF 1 QB 14 TY 3 PB 8 SG SM 2 3 PB 12 TY 3 PB 12 SG 3 PB SM 2SM 2SM 2 SM 2 NS 1 AE SOD SM 2 2 KC 2 TH 4 ABS 2 AE 1 SGM 1 KC 1 SGM 3 TH 1 QB 5 AC 12 AC 6 AC LANDSCAPE EDGING TYP. LANDSCAPE EDGING TYP. LANDSCAPE EDGING TYP. LANDSCAPE EDGING TYP. LIMITS OF IRRIGATION TYP. LIMITS OF IRRIGATION TYP. DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE AE 4 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal KC 3 KENTUCKY COFFEETREE Gymnocladus dioica B & B 2.5"Cal PB 12 PAPER BIRCH Betula papyrifera 25 gal SGM 2 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal SKH 5 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal QB 2 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE ABS 4 AUTUMN BRILLIANCE SERVICEBERRY Amelanchier x grandiflora `Autumn Brilliance`B & B 1.5"Cal TH 5 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AC 23 AUTUMN MAGIC CHOKEBERRY Aronia melanocarpa `Magic Carpet`5 gal 24" HGT 48" o.c. GAC 13 GREEN MOUND ALPINE CURRANT Ribes alpinum `Green Mound`5 gal 24" HGT 48" o.c. GF 31 GRO-LOW FRAGRANT SUMAC Rhus aromatica `Gro-Low`5 gal 24" SPRD 48" o.c. CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING SG 20 SEA GREEN JUNIPER Juniperus chinensis `Sea Green`5 gal 18" SPRD 60" o.c. TY 26 TAUNTON YEW Taxus x media `Taunton`5 gal 18" SPRD 48" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING SD 42 STELLA D` ORO DAYLILY Hemerocallis x `Stella de Oro`1 gal 24" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SM 2 DECORATIVE STONE RIP RAP GREY TRAP ROCK RIP RAP SIZE - 5"-12" OVER FABRIC NS NATIVE SEED BWSR SEED MIX 36-211 SOD TURF SOD PLANT SCHEDULE 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. Gopher State One Call WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 300 60 L1.1 LANDSCAPE REQUIREMENTS BUFFER YARD REQUIREMENT (500 TOTAL LF) 2 CANOPY TREES PER/100' UNIT (ONLY NEED 75% OF REQUIREMENT) TREES REQUIRED = 8 TOTAL TREES PROVIDED = 8 4 UNDERSTORY TREE PER/100' UNIT (ONLY NEED 75% OF REQUIREMENT) TREES REQUIRED = 15 TOTAL TREES PROVIDED = 9 6 SHRUBS PER/100' UNIT (ONLY NEED 75% OF REQUIREMENT) SHRUBS REQUIRED = 23 TOTAL SHRUBS PROVIDED = 23 DUE TO EXISTING PLANTINGS ON OR VERY CLOSE TO THE SOUTH PROPERTY LINE IN THE BUFFER YARD, MINIMAL PROPOSED PLANTINGS ARE PROVIDED TO AVOID OVER PLANTING AND ENCOURAGE LONG TERM HEALTH OF EXISTING AND PROPOSED PLANT MATERIAL. LANDSCAPE AREA REQUIREMENTS (63,310 SF OF VEHICULAR AREA) PROVIDE 8 SF OF LANDSCAPE AREA PER 100 SF OF VEHICULAR AREA LANDSCAPE AREA REQUIRED = 5,064 SF TREE REQUIREMENTS (5,064 SF OF LANDSCAPE AREA) PROVIDE 1 TREE PER 250 SF OF LANDSCAPE AREA TREES REQUIRED = 20 TOTAL TREES PROVIDED = 37 FOUNDATION PLANTINGS SHRUBS AND TREES HAVE BEEN PROVIDED ALONG BUILDING FOUNDATION GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. 06-15-18 CITY SUBMITTAL © 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com interiors | architecture LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 17516NOT FOR CONSTRUCTIONFOR INFORMATION ONLYL2.1 SCALE: 3/4" = 1'-0" PERENNIAL PLANTING Perennial.Dwg LOOSEN ROOTS OF PLANT MATERIAL PRIOR MULCH - SEE SPECS. 3" DEPTH EDGER - SEE SPECS. 12" DEPTH (MIN). LOAMPLANTING SOIL - SEE SPECS. VARIES SEE PLAN TO PLANTING EDGE VARIES - SEE PLAN 4 L2.1 SHRUBS TO BE PLACED SO THAT MULCH - 3" DEEP - SEE SPEC LANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. EDGE VARIES - REFER TO PLAN REFER TO PLAN 18" MIN. SCALE: 3/4" = 1'-0" SHRUB PLANTING DETAIL EDGING MATERIAL - SEE SPEC. BUILDING WALL (TYP) TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. 3 L2.1 Coniferous Tree.DWG EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) MULCH - 4" DEEP - PER SPECS. MULCH MUST ROOT BALL SET ON MOUNDED SUBGRADE SAFETY FLAGGING - ONE PER WIRE POLYETHYLENE STRAP 16"x2" POLYPROPYLENE OR HOLE PRIOR TO PLANTING SCARIFY BOTTOM AND SIDES OF PERIOD. STAKING IS SUGGESTED, BUT POSITION THROUGH THE WARRANTY MAINTAINING ALL TREES IN A PLUMB THE CONTRACTOR IS RESPONSIBLE FOR CONIFEROUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" PLANTING. NOTIFY LANDSCAPE ARCHITECT TESTING PERCOLATION RATES PRIOR TO CONTRACTOR IS RESPONSIBLE FOR NOT REQUIRED. ANY STAKING MUST IN A.N.A. GUIDELINES FOR STANDARD CONFORM WITH PRACTICES AS DEFINED PRACTICES IMMEDIATELY IF POOR DRAINAGE EXISTS. REMOVE ALL FLAGGING AND LABELING IN 8-12" LIFTS AND SATURATE SOIL WITH PLANTING OPERATIONS. PLACE BACKFILL WATER TREE THOROUGHLY DURING FROM TREE. AFTER PLANTING IS COMPLETE. PRUNE ANY DAMAGED BRANCHES WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. NOT BE IN CONTACT WITH TRUNK. 2 x ROOT BALL WIDTH 2 L2.1 EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) SET PLANT ON UNDISTURBED NATIVE SOIL SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH POLYETHYLENE STRAP 16"x2" POLYPROPYLENE OR HOLE PRIOR TO PLANTING SCARIFY BOTTOM AND SIDES OF PERIOD. STAKING IS SUGGESTED, BUT POSITION THROUGH THE WARRANTY MAINTAINING ALL TREES IN A PLUMB THE CONTRACTOR IS RESPONSIBLE FOR DECIDUOUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" PLANTING. NOTIFY LANDSCAPE ARCHITECT TESTING PERCOLATION RATES PRIOR TO CONTRACTOR IS RESPONSIBLE FOR NOT REQUIRED. ANY STAKING MUST IN A.N.A. GUIDELINES FOR STANDARD CONFORM WITH PRACTICES AS DEFINED PRACTICES Deciduous Tree.DWG IMMEDIATELY IF POOR DRAINAGE EXISTS. REMOVE ALL FLAGGING AND LABELING IN 8-12" LIFTS AND SATURATE SOIL WITH PLANTING OPERATIONS. PLACE BACKFILL WATER TREE THOROUGHLY DURING FROM TREE. BRANCHES AFTER PLANTING IS COMPLETE. PRUNE DAMAGED AND CROSSING WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 2 x ROOT BALL WIDTH MULCH - 4" DEEP. NO MULCH IN CUT BACK WIRE BASKET CONTACT WITH TRUNK - SEE SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE. 1 L2.1 LANDSCAPE INSTALLATION: COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. LANDSCAPE ARCHITECT MUST APPROVE ALL STAKING OF PLANT MATERIAL PRIOR TO ANY AND ALL DIGGING. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 0-20-20 OF 12 OZ PER 2.5" CALIPER PER TREE AND 6 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-10-10 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. ALL AREAS RECEIVING SEED OR SOD MUST RECEIVE A MINIMUM OF 6" DEPTH OF TOPSOIL. TOPSOIL TO BE INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE GRADING. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18". AVOID DISTURBING UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE A 4' DIA. TREE RING WITH 4" DEEP SHREDDED HARDWOOD MULCH. NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. WOOD MULCH TO BE DOUBLE SHREDDED HARDWOOD MULCH. ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURES RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. REPRODUCIBLE AS-BUILT DRAWING(S) OF ALL LANDSCAPE INSTALLATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND FALL DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. MAINTENANCE STRIP AT BUILDING EDGE SCALE: 1 1/2" = 1'-0" GEOTEXTILE WOVEN BUILDING WALL SOD LANDSCAPE EDGER (TYP) SEE SPECS LANDSCAPE FABRIC ROCK MULCH - REFER TO LANDSCAPE PLAN FOR MORE INFO. OR BACK OF CURB 7 L2.1 IRRIGATION NOTES: VERIFY PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. CONTRACTOR IS NOT TO SPRINKLE ACROSS PAVEMENT. CONTRACTOR TO INCORPORATE RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. UP A6.00. 2 A6.00. 3 A6.00. 4 A6.00. 1 FUTURE TENANT SPACE 16,500 S.F. MAIN LEVEL 31,500 S.F. CL36' - 3 1/2"198' - 8 3/8"138' - 3 1/8" 373' - 3 1/8"36' - 4 3/4"124' - 0"160' - 4 3/4"26' - 8 3/8"137' - 8 3/8"164' - 4 3/4"7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information Issue Record © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By Date Printed Name Signature Lic #DateNO T FOR CONSTRUCTIONI 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 DescriptionDateNo.D:\2018 Revit Local\A18_Control-Concepts_007700_NafeM.rvt2018-06-15 11:37:53AMCONTROL CONCEPTS 8077 CENTURY BLVD. CHANHASSEN, MN A1.11. 00770 MINNESOTA JEFFREY GEARS 2018-06-15 50937 PRELIMINARY FLOOR PLAN - LEVEL 01 2018-06-15 KF/MN JG 3/32" = 1'-0" PRELIMINARY MAIN LEVEL FLOOR PLAN1 N OMNUJMSJNR pfqb=mi^k=obsfbt=pbq DN A6.00. 2 A6.00. 3 A6.00. 4 A6.00. 1 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW UPPER LEVEL 13,500 S.F. 36' - 10"76' - 8" 113' - 5 7/8"160' - 4 3/4"26' - 8 3/8"135' - 8 3/8"162' - 4 3/4"7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information Issue Record © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By Date Printed Name Signature Lic #DateNO T FOR CONSTRUCTIONI 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 DescriptionDateNo.D:\2018 Revit Local\A18_Control-Concepts_007700_NafeM.rvt2018-06-15 11:37:53AMCONTROL CONCEPTS 8077 CENTURY BLVD. CHANHASSEN, MN A1.12. 00770 MINNESOTA JEFFREY GEARS 2018-06-15 50937 PRELIMINARY FLOOR PLAN - LEVEL 02 2018-06-15 KF/MN JG 3/32" = 1'-0" PRELIMINARY UPPER LEVEL FLOOR PLAN1 N OMNUJMSJNR pfqb=mi^k=obsfbt=pbq 38' - 0"ANGLED WALL38' - 0"ANGLED WALL ANGLED WALL ANGLED WALL4' - 0"ALUMINUM STOREFRONT SYSTEM - TYP. ALUMINUM PUNCHED WINDOW OPENING - TYP. TWO TONE PRECAST CONCRETE WALL PANEL - TYP. PERFORATED METAL PANELS OVER PRECAST - TYP. ALUMINUM RIBBON WINDOW OPENING - TYP. ACCENT METAL PANELS EXTERIOR METAL WALL PANEL - TYP. METAL WALL CAP FLASHING INDIVIDUALLY LIT CHANNEL STYLE LETTERS ACCENT STONE38' - 0"ANGLED WALL ALUMINUM PUNCHED WINDOW OPENING - TYP. PERFORATED METAL PANELS OVER PRECAST - TYP. ACCENT METAL PANELSEXTERIOR METAL WALL PANEL - TYP. METAL WALL CAP FLASHING ACCENT STONEALUMINUM RIBBON WINDOW OPENING - TYP. TWO TONE PRECAST CONCRETE WALL PANEL - TYP.40' - 0"TWO TONE PRECAST CONCRETE WALL PANEL - TYP. PERFORATED METAL PANELS OVER SILVER ACCENT WALL - TYP. 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information Issue Record © bdh+young Sheet Title Sheet Information Job Code Drawn By Reviewed By Date Printed Name Signature Lic #DateNO T FOR CONSTRUCTIONI 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 DescriptionDateNo.D:\2018 Revit Local\A18_Control-Concepts_007700_NafeM.rvt2018-06-15 11:38:00AMCONTROL CONCEPTS 8077 CENTURY BLVD. CHANHASSEN, MN A6.00. 00770 MINNESOTA JEFFREY GEARS 2018-06-15 50937 PRELIMINARY ELEVATIONS 2018-06-15 KF/MN JG 3/32" = 1'-0" PRELIMINARY ELEVATION - EAST4 3/32" = 1'-0" PRELIMINARY ELEVATION - SOUTH3 3/32" = 1'-0" PRELIMINARY ELEVATION - NORTH1 3/32" = 1'-0" PRELIMINARY ELEVATION - WEST2 OMNUJMSJNR pfqb=mi^k=obsfbt=pbq PRECAST WALL PANEL SAMPLE PERFORATED METAL SAMPLE CONCEPT IMAGE