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5.3. BASR 09-22-2020 �� Request for Action Elk River To Item Number Board of Adjustments 5.3 Agenda Section Meeting Date Prepared by Public Hearing September 22, 2020 Zack Carlton,Planning Manager Item Description Reviewed by City of Elk River— 13065 Orono Parkway NW, Brandon Wisner, Stormwater Coordinator Case No. 20-13 Reviewed by ■ Variance Requests: Chris Leeseberg, Senior Planner o Front Yard Setback 15' (30'required) o Drive Aisle Setback o Exceed 25% Hardcover Limit within the Shoreland Overlay District Action Requested Approve,by motion,the front yard setback variance for the following reasons: 1. The general purpose and intent of the ordinance are met. 2. The property has a land use of Public/Institutional and the use is consistent with the comprehensive plan. - 3. The proposed use is reasonable and is permitted in the "` CR 33 zoning ordinance. 4. The plight of the petitioner is due to circumstances unique to the property not a consequence of the petitioner's own action or inaction. RR 5. The variance will not alter the essential character of the locality. Hwy IQ CR 13 Approve,by motion,the drive aisle setback variance for the following reasons: 1. The general purpose and intent of the ordinance are met. 2. The property has a land use of Public/Institutional and �P the use is consistent with the comprehensive plan. �w 3. The proposed use is reasonable and is permitted in the y zoning ordinance. 4. The plight of the petitioner is due to circumstances unique to the property not a consequence of the Figure petitioner's own action or inaction. 5. The variance will not alter the essential character of the locality. The Elk River Vision A Y�elcoming community nvith revolutionary and spirited resourcefulness, exceptional P o w E e E o s r service, and community engagement that encourages and inspires prosperity ,g /` UR Approve,by motion,the hardcover variance for the following reasons: 1. The general purpose and intent of the ordinance are met. 2. The property has a land use of Public/Institutional and the use is consistent with the Comprehensive Plan. 3. The proposed use is reasonable and is permitted in the zoning ordinance. 4. The plight of the petitioner is due to circumstances unique to the property not a consequence of the petitioner's own action or inaction. 5. The variance will not alter the essential character of the locality. Background/Discussion The City of Elk River is proposing an expansion of their public safety building,police, and fire station,at 13065 Orono Parkway NW. The expansion will provide additional training and administrative space for the Fire Department,and additional garage and office space for the Police Department. These projects impact the setbacks and hard cover limitations outlined in the ordinance. The fire station expansion adds two garage bays south of the existing building, encroaching into the front yard setback from Orono Road. The setback in the R-1c zoning district is 30 feet,and the proposed building is 15 feet from the property line. The variance will allow construction of the additional garage bays and office space. The police station expansion adds additional garage space on the north side of the building and provides enough room for all police vehicles to be stored indoors. The addition of the garage space extends the existing drive lane along the west side of the building,which is already located within the required 10-foot setback. The variance will allow the extension of the existing drive lane with the same property line setback. Construction of the proposed additions and associated drive lanes will create additional hard cover. The city is also re-platting the parcel that includes the public safety building to accommodate an expansion to Orono Park. The proposed additions will comply with all city and state standards for stormwater treatment but will exceed the current hardcover limit of 25 percent. Applicable Regulation Front Yard Setback Variance The city is requesting a 15-foot deviation from the required 30-foot front yard setback. Variances may be granted when the petitioner establishes that the variance satisfies all five of the criteria described below. The variance is: 1. Is in harmony with the general purpose and intent of the ordinance,and The intent of the ordinance is to provide a consistent view along public streets and provide ample setbacks to accommodate parking in the front yard.There are not any additional structures in the area to compare the setback with and there is ample parking along the sides and rear of the building. 2. Is consistent with the City of Elk River Comprehensive Plan. The property is guided for Public/Institutional space and the proposed expansion to a public facility is consistent with the Comprehensive Plan. Variances may be granted when the petitioner establishes that there are practical difficulties in complying with the zoning ordinance. Practical difficulties mean that: 3. The petitioner proposes to use the property in a reasonable manner not permitted by the zoning ordinance; Expansion of the fire station garage to allow for additional training and administrative space. The addition will improve emergency response and help protect the health and welfare of the city's firefighters. Requirements for decontamination of equipment and PPE are strict and require large specialized equipment,pushing the building addition further south. 4. The plight of the petitioner is due to circumstances unique to the property not a consequence of the petitioner's own action or inaction;and The location of a public safety building,police, and fire station is unique as it is based on response times for emergencies. The addition is needed to accommodate changing standards for hygiene and cleanliness, and it is not feasible to relocate the entire facility to a new location. This is unique to the property and not a consequence of the petitioner's own action or inaction. 5. The variance,if granted,will not alter the essential character of the locality. Since there are no nearby buildings that establish a consistent setback line that would make an encroachment seem out of place,and as the proposed addition echoes the existing architectural character, similar to the library across Orono Parkway,we believe that granting the variance will not alter the character of the locality. Drive Aisle Setback Variance The city is requesting a 6-foot deviation from the required 10-foot drive aisle setback. Variances may be granted when the petitioner establishes that the variance satisfies all five of the criteria described below. The variance is: 1. Is in harmony with the general purpose and intent of the ordinance,and The intent of the ordinance is to buffer parking and drive aisles from adjacent uses and provide areas for utilities and stormwater drainage. In this case the existing drive aisle already encroaches in the setback for 530 feet along the west lot line,and the addition would increase that by 70 feet. The change will not impact the buffering or utility/stormwater treatment ability of the area. 2. Is consistent with the City of Elk River Comprehensive Plan. The property is guided for Public/Institutional space and the proposed expansion to a public facility is consistent with the Comprehensive Plan. Variances may be granted when the petitioner establishes that there are practical difficulties in complying with the zoning ordinance. Practical difficulties mean that: 3. The petitioner proposes to use the property in a reasonable manner not permitted by the zoning ordinance; The existing drive-lane currently encroaches by the same distance along nearly the entire western lot line. Extending the drive lane, at the same setback, to allow for an expansion to the police garage is a reasonable use of the property not permitted by the zoning ordinance. 4. The plight of the petitioner is due to circumstances unique to the property not a consequence of the petition's own action or inaction; and The location of a public safety building,police, and fire station is unique as it is based on response times for emergencies. The addition is needed to ensure police vehicles are secure, and that newer technologies being added to police cars can be stored inside during the winter months. The location and response requirements are unique to the property and not a consequence of the petitioner's own action or inaction. 5. The variance,if granted,will not alter the essential character of the locality. The public safety building abuts the parking area for the fair grounds to the west and the additional drive lane along the west lot line will not alter the essential character of the locality. Impervious Surface Variance The city is requesting a deviation from the current hardcover limit of 25%within the shoreland overlay district for Lake Orono. The variance is: 1. Is in harmony with the general purpose and intent of the ordinance,and The intent of the ordinance is to reduce runoff and pollution in critical waterbodies. The actual increase to the hardcover associated with the public safety building is relatively small as much of the area is already paved. The city will follow all stormwater treatment standards for the project and will not increase runoff to Lake Orono. 2. Is consistent with the City of Elk River Comprehensive Plan. The property is guided for Public/Institutional space and the proposed expansion to a public facility is consistent with the Comprehensive Plan. Variances may be granted when the petitioner establishes that there are practical difficulties in complying with the zoning ordinance. Practical difficulties mean that: 3. The petitioner proposes to use the property in a reasonable manner not permitted by the zoning ordinance; The proposed expansions to the facility are required to improve the safety for the city's firefighters, provide additional training areas for both police and fire as a result of changing standards, and allows for the storage of critical police equipment indoors and in a secure location. These changes increase hardcover,but the design has made every effort to minimize new hardcover. The use is reasonable,but not permitted by the zoning ordinance. 4. The plight of the petitioner is due to circumstances unique to the property not a consequence of the petitioner's own action or inaction;and The location of a public safety building,police, and fire station is unique as it is based on response times for emergencies. Relocating the facility is not feasible as the location and response requirements are unique to the property and not a consequence of the petitioner's own action or inaction. 5. The variance,if granted,will not alter the essential character of the locality. The additional hard cover will not alter the essential character of the locality. Staff's analysis of the three variance requests shows compliance with the standards required for approval and recommends the Board of Adjustments approve all three requests. Financial Impact None Council Meeting If denied, or an appeal is made by any interested party by October 2,2020, this item will go to the October 29, 2020, City Council meeting. Attachments ■ Location Map ■ Applicant's Narrative ■ Site and Architectural Plans Variance Narrative V 20-13 The Elk River Public Safety Building was constructed in the early 2000’s and met the needs of the Fire Department at the time. A renovation/expansion is required now due to the growth of the community, changes in fire apparatus, and new procedures and standards within the Fire Service Industry as detailed in various updated NFPA Standards. Specifically, the Department seeks to add two Apparatus Bays to the south end of the building and convert two of the three existing bays into critical support spaces for the firefighters. This addition will encroach into the 30’ building setback by just under 15’. This will put the building ~48’ from the back of curb on Orono Parkway. There are no “optional” components of the proposed project nor can the portion of the building that encroaches into the setback be feasibly located in any other portion of the parcel. Therefore, the City is requesting a variance to allow the proposed building to extend into the setback. The project complies with all five tests for a Variance. 1. Harmony with Ordinance: Encroachment on the setback only occurs at a very small portion (84’) of the 1000’ long south property line. All other aspects of the parcel comply with or exceed the requirements of the zoning ordinance, including the drive lanes east and west of the encroaching apparatus bays. 2. Consistency with Comprehensive Plan: The use of the site will not change as a result of this addition and is therefore consistent with the Comprehensive Plan approved by Council on 05-19-2014. 3. Reasonable Manner: The use of the land within the 30’ setback for a building addition is reasonable in that it’s height conforms to the existing structure, it is not excessive in square footage, and it’s purpose is directly related to continued emergency response and the health and welfare of the firefighters. It is critical that the new apparatus bays are adjacent to the retained existing apparatus bay, that they allow for vehicular access from both the east and west side, and that they are located close to Orono Parkway for timely emergency response. 4. Plight of the Petitioner: The Department is not inventing a need for this encroachment nor did they create the problems this project will resolve. Rather, the Department is constrained by the location of the existing building as well as changes that have occurred in the fire service industry that precipitated the project to begin with, namely the following: a. It is no longer considered appropriate for the PPE to be stored along the walls of the apparatus bays, as the heat-resistive fibers are susceptible to UV Light and Diesel Exhaust Particulates – it must be stored in a separate space with dedicated ventilation. b. Requirements for decontamination of equipment and PPE are strict and require large specialized equipment. c. Shower facilities and lockers are critical allow all staff to decontaminate themselves within one hour of returning from a call. This removes cancer-causing fireground toxins from the skin and prevents those toxins from traveling to the homes and businesses of the volunteers. d. Dedicated vestibules between potentially contaminated spaces and spaces that are kept clean are necessary to prevent air transfer. e. Dedicated decompression and debriefing space is now recognized as critical to build the camaraderie central to the fire service mission and to help reduce the incidence of PTSD that can be triggered by the calls the firefighters respond to. 5. Essential Character of Locality: Since there are no nearby buildings that establish a consistent setback line that would make an encroachment seem out of place, and since the proposed addition echoes the existing architectural character and ties into the Library across Orono Parkway, we believe that granting the variance will not alter the character of this portion of the City. DWDECONTAMINATION VESTIBULE 111 DINING 115 KITCHEN 117 DAYROOM 114 OFFICE 106 DECONTAMINATION VESTIBULE 107 APPARATUS BAYS 100 TURNOUT STORAGE 108 EQUIPMENT DECONTAMINATION 109 SHOP 113 WORKSPACE 116 SHOWER 118 DISPATCH 103 OFFICE 104 SHOWER 119 STORAGE 122 WELLNESS 121 CLOSET 112 SCBA 110 RESTROOM 102 OFFICE 105 APPARATUS BAYS 101 LOCKERS 120 CORRIDOR C1 CORRIDOR C3 CORRIDOR C2 CORRIDOR C4 CORRIDOR C5 Room C6 BUILDING ADDITION EXISTING WASH BAY 172 SQUAD GARAGE 178 USE OF FORCE 177 SWAT GARAGE 171 STORAGE 175 CAGED STORAGE B DUTY BAGS 176 SQUAD GARAGE 173 CAGED STORAGE A EXISTING BUILDING ADDITION 222 North Second Street Long & Kees Bldg, Suite 101 Minneapolis, MN 55401 Telephone: 612.339.3752 www.bkvgroup.com EOE © 2020 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION TRUE NORTH BIM 360://2368-01 Elk River-Public Safety/2368-01_Elk River-Public Safety Building Exp_AI_2019.rvt8/25/2020 11:45:12 AMMJH CLC 2368-01 A1 FLOOR PLANS ELK RIVER PUBLIC SAFETY BUILDING EXPANSION A C B A1 3/32" = 1'-0" 1 LEVEL 1 -AREA A FLOOR PLAN A1 3/32" = 1'-0" 2 LEVEL 1 -AREA C FLOOR PLAN ISSUE # DATE DESCRIPTION 08/31/2020 CUP SUBMISSION ROOF 127' -2" T.O. CMU WALL 115' -2" APPARATUS BAY 99' -10" ALUM CURTAIN WALL INSULATED OVERHEAD SECTIONAL DOOR SPANDREL GLAZING TRANSPARENT GLAZING EXISTING EIFS DCMU-1 ROCKFACE CMU FBR-1 UTILITY BRICK EIFS-2 COLOR #2 EIFS-1 COLOR #1 PC-1 PRECAST SILL HM DOOR & FRAME, PAINT STEEL BOLLARD WITH COVER - TYP AT SIX DASHED AREA REPRESENTS EXISTING TO REMAIN, TYP T.O. CMU 123' - 10" T.O. CMU 123' - 2" T.O. CMU SMF-1 COPING EIFS-1 COLOR #1 HM DOOR & FRAME, PAINT C.1 C.1 ROOF 127' -2" T.O. CMU WALL 115' -2" APPARATUS BAY 99' -10" REINSTALL SALVAGED METAL SIGNAGE ALUM STOREFRONT HALO ILLUMINATED METAL SIGNAGE DCMU-1 ROCKFACE CMU DCMU-1 ROCKFACE CMU MP-1 METAL PANEL FBR-1 UTILITY BRICK PC-1 PRECAST SILL S.11' - 4"2' - 0"125' - 10" T.O. CMU 125' - 10" T.O. CMU SMF-2 COPING 123' - 2" T.O. CMU EJ EJEJ EJ ROOF 127' -2" T.O. CMU WALL 115' -2" APPARATUS BAY 99' -10" ALUM WINDOW HM DOOR & FRAME, PAINT INSULATED OVERHEAD SECTIONAL DOOR EIFS TO MATCH EXISTING EIFS TO MATCH EXISTING W.1 DCMU-1 ROCKFACE CMU DASHED AREA REPRESENTS EXISTING TO REMAIN, TYP STEEL BOLLARD, PAINT - TYP AT SIX SMF-1 COPINGEIFS-2 COLOR #2 EIFS-1 COLOR #1 FBR-1 UTILITY BRICK W.1W.1 PC-1 PRECAST SILL EXTERIOR MATERIAL LEGEND APC-1 INSULATED PRECAST WALL PANEL FBR-1 UTILITY BRICK MP-1 METAL PANEL DCMU-1 ROCKFACE CMU EIFS-1 COLOR #1 EIFS-2 COLOR #2 (TONE TO MATCH EXISTING BRICK FINISH) (TO MATCH EXISTING) (TO MATCH EXISTING) (TO MATCH EXISTING) (TO MATCH EXISTING) 222 North Second Street Long & Kees Bldg, Suite 101 Minneapolis, MN 55401 Telephone: 612.339.3752 www.bkvgroup.com EOE © 2020 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION TRUE NORTH BIM 360://2368-01 Elk River-Public Safety/2368-01_Elk River-Public Safety Building Exp_AI_2019.rvt8/25/2020 11:45:15 AMMJH CLC 2368-01 A2 EXTERIOR ELEVATIONS ELK RIVER PUBLIC SAFETY BUILDING EXPANSION A2 3/32" = 1'-0" 1 EXTERIOR ELEVATION -PARTIAL EAST A2 3/32" = 1'-0" 2 EXTERIOR ELEVATION -PARTIAL SOUTH A2 3/32" = 1'-0" 3 EXTERIOR ELEVATION -PARTIAL WEST A C B ISSUE # DATE DESCRIPTION EXTERIOR MATERIAL LEGEND APC-1 INSULATED PRECAST WALL PANEL FBR-1 UTILITY BRICK MP-1 METAL PANEL DCMU-1 ROCKFACE CMU EIFS-1 COLOR #1 EIFS-2 COLOR #2 (TONE TO MATCH EXISTING BRICK FINISH) (TO MATCH EXISTING) (TO MATCH EXISTING) (TO MATCH EXISTING) (TO MATCH EXISTING) SQUAD GARAGE 99' -8" T.O. CMU WALL 115' -2" INFILL AREA TO MATCH EXISTING BRICK EXISTING DOOR DASHED AREA REPRESENTS EXISTING TO REMAIN, TYP APC-1 INSULATED PRECAST WALL PANEL PANEL JOINT, TYP FORMED REVEALS, TYP ACID ETCH BAND, TYP SAND BLAST FINISH, TYP SAND BLAST FINISH, TYP EQEQEQEQ FORMED HORIZ. REVEALS, TYP SQUAD GARAGE 99' -8" T.O. CMU WALL 115' -2" NEW INSULATED OVERHEAD SECTIONAL DOOR EXISTING DOOR NEW HM DOOR & FRAME, PAINTED EXISTING BRICK SQUAD GARAGE 99' -8" T.O. CMU WALL 115' -2" INSULATED OVERHEAD SECTIONAL DOOR HM DOOR & FRAME, PAINTED APC-1 INSULATED PRECAST WALL PANEL STEEL BOLLARD, PAINT PANEL JOINT, TYP SQUAD GARAGE 99' -8" T.O. CMU WALL 115' -2" PANEL JOINT, TYP ALUM STOREFRONT, TYP APC-1 INSULATED PRECAST WALL PANEL S.2S.2S.2 FORMED REVEALS, TYPALUM STOREFRONT, TYP ALUM STOREFRONT, TYP 20' - 0"30' - 0"20' - 0"30' - 0"20' - 0" 222 North Second Street Long & Kees Bldg, Suite 101 Minneapolis, MN 55401 Telephone: 612.339.3752 www.bkvgroup.com EOE © 2020 BKV Group SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER PROJECT TITLE CONSULTANTS N O T FO R C O N S TR U C TIO N CERTIFICATION TRUE NORTH BIM 360://2368-01 Elk River-Public Safety/2368-01_Elk River-Public Safety Building Exp_AI_2019.rvt8/25/2020 11:45:19 AMMJH CLC 2368-01 A3 EXTERIOR ELEVATIONS ELK RIVER PUBLIC SAFETY BUILDING EXPANSION A3 3/32" = 1'-0" 4 EXTERIOR ELEVATION -PARTIAL WEST SQUAD GARAGE A3 3/32" = 1'-0" 2 EXTERIOR ELEVATION -PARTIAL SOUTH SQUAD GARAGE A3 3/32" = 1'-0" 3 EXTERIOR ELEVATION -PARTIAL NORTH SQUAD GARAGE A3 3/32" = 1'-0" 1 EXTERIOR ELEVATION -PARTIAL EAST SQUAD GARAGE A C B ISSUE # DATE DESCRIPTION DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:05:56 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-001 COVER SHEET.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201APPROXIMATEPROJECTLOCATIONC-001COVER SHEETVICINITY MAPNOT TO SCALEPRELIMINARY SITE CONSTRUCTION PLANSFOREXPANSION OF ELK RIVER PUBLIC SAFETY BUILDINGELK RIVER, MINNESOTAAUGUST 2020PROJECT LOCATIONCITY: ELK RIVERCOUNTY: SHERBURNEARCHITECTBKV222 NORTH 2ND ST #101MINNEAPOLIS, MN 55401(P) - 312-279-0465CONTACT: GRAIG CARTER, AIA, LEED AP BD+CENGINEERWENCK ASSOCIATES, INC.7500 OLSON MEMORIAL HIGHWAYGOLDEN VALLEY, MN 55359(P) - 763-252-6886CONTACT: DAN LAVENDER, P.E. (MN, SC)THIS PLANSET CONTAINS 15 SHEETSCLIENTCITY OF ELK RIVER13065 ORONO PARKWAY NWELK RIVER, MN 55330(P) - 763-635-1260CONTACT: RON NIERENHAUSEN, CHIEF OF POLICESHEET INDEXSHEET NUMBERSHEET TITLEC-001COVER SHEETC-003EXISTING CONDITIONSC-004PHASE 1 EROSION CONTROL REMOVAL PLANC-101SITE PLANC-201PHASE 2 EROSION CONTROL PLANC-301GRADING PLANC-401SANITARY AND WATER UTILITY PLANC-501STORM SEWER PLANC-801DETAILSC-802DETAILSC-803DETAILSC-804DETAILSC-805DETAILSC-806DETAILSC-807DETAILSORONO PARKWAY NWCOUNTY ROAD 30JOPLIN STREET STATE HIGHWAY 10LOWER ORONO LAKEMISSISSIPPI RIVER >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>RIM=879.90INV=875.2RIM=881.62INV=875.8 SINV=876.1 WRIM=881.30INV=877.6RIM=882.17INV=878.4RIM=883.92INV=872.2 W/SERIM=882.38INV=879.5RIM=882.46INV=880.1886.43FE886.31DS886.01DS885.89 DR 885.81DSRIM=885.12INV=864.0 N/SRIM=880.43INV=877.3 SINV=876.6 EORONO PARKWAY NW886.08DR 8270882.24MHS886.06FE RIM=883.40INV=870.9 E, 870.8 SRIM=882.31INV=875.7 N/S/NE886.05FE886.06FE886.02DS RIM=884.77INV=876.7RIM=880.68INV=860.3 >>>>>>>>>>>>885.96DR885.89FE885.92 DR886.38DS886.28FE3291881.26CBE 4.7W 4.8EAST 12IN RCP>>>>COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COMCOM COM COM COM COM COM GGGGGGGGGGGGGGGGGCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUEUEUEUEUEUEUEUEUEUEUEUEXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMCOM COM COM COM C OMCOMCOM OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUE UE UE UE UE UE UE UE UE UE UE UE UE XXXXXXXXXXXXXX XX XXXXXXXXUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUECOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM COMCOMCOM IUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE 885885885 885885 8858858 8 5 885 885881881 882882 882883883 884884884884886 DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:06:04 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-003 EXISTING CONDITIONS.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-003EXISTING CONDITIONS>>>>LOT LINEEASEMENT LINESETBACK LINEEXISTING STORM SEWEREXISTING SANITARY SEWERFMEXISTING FORCEMAINIEXISTING WATERMAINCOMCOMUEUEEXISTING UNDERGROUND ELECTRIC LINEEXISTING EDGE OF PAVEMENTEXISTING EDGE OF GRAVELEXISTING TREE LINERIGHT OF WAY LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYEXISTING CURB AND GUTTEREXISTING CONCRETE SURFACEEXISTING ASPHALT SURFACEEXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVEEXISTING COMMUNICATIONS PEDESTALGASGASEXISTING UNDERGROUND GAS LINEXXEXISTING FENCE LINEEXISTING UNDERGROUND COMMUNICATION LINEOUEXISTING OVERHEAD UTILITY LINEEXISTING LIGHT POLEEXISTING DECIDUOUS TREEEXISTING SIGNWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGEXISTING UNDERGROUND COMMUNICATION LINELEGEND >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>RIM=879.90INV=875.2RIM=881.62INV=875.8 SINV=876.1 WRIM=881.30INV=877.6RIM=882.17INV=878.4RIM=883.92INV=872.2 W/SERIM=882.38INV=879.5RIM=882.46INV=880.1886.43FE886.31DS886.01DS885.89 DR 885.81DSRIM=885.12INV=864.0 N/SRIM=880.43INV=877.3 SINV=876.6 EORONO PARKWAY NW886.08DR 8270882.24MHS886.06FE RIM=883.40INV=870.9 E, 870.8 SRIM=882.31INV=875.7 N/S/NE886.05FE886.06FE886.02DS RIM=884.77INV=876.7RIM=880.68INV=860.3 >>>>>>>>>>>>885.96DR885.89FE885.92 DR886.38DS886.28FE3291881.26CBE 4.7W 4.8EAST 12IN RCP>>>>COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COMCOM COM COM COM COM COM GGGGGGGGGGGGGGGGGCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUEUEUEUEUEUEUEUEUEUEUEUEXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMCOM COM COM COM C OMCOMCOM OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUE UE UE UE UE UE UE UE UE UE UE UE UE XXXXXXXXXXXXXX XX XXXXXXXXUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUECOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM COMCOMCOM IUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE885885882883 884884 886886 884 884 88413131313 1313131111111111121244433311111111111188199551010101010915161671491756133233222181818191426611422DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:06:22 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-004 PHASE 1 EROSION CONTROL REMOVAL PLAN.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-004PHASE 1 EROSION CONTROLREMOVAL PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARY1.SEE SHEET C, TYP-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALLTIMES THROUGHOUT THE DURATION OF THE PROJECT.CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.3.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.4.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.5.IDENTIFY MEMORIAL TREE DURING PRE-CONSTRUCTIONMEETING AND ENSURE TREE IS PROPERLY PROTECTED FROMCONSTRUCTION IMPACT.NOTESKEYNOTES#WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGTREE PROTECTIONCONSTRUCTION LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURSILT FENCEINLET PROTECTIONROCK CONSTRUCTION EXIT1.REMOVE CURB AND GUTTER2.SAWCUT PAVEMENT3.REMOVE BITUMINOUS PAVEMENT4.REMOVE CONCRETE PAVEMENT5.REMOVE STORM SEWER/STRUCTURE6.REMOVE BOLLARD - SEE ARCHITECTURAL PLANS7.REMOVE BOULDERS8.REMOVE FENCE9.REMOVE TREE(S)10.SALVAGE AND REINSTALL LIGHTPOLE - COORDINATE WITHOWNER ON REINSTALLATION LOCATION11.INSTALL SILT FENCE12.INSTALL ROCK CONSTRUCTION ENTRANCE13.INLET PROTECTION14.RELOCATE COMMUNICATION UTILITY - COORDINATE WITHUTILITY COMPANY15.SALVAGE HYDRANT AND GATE VALVE AND REMOVE SERVICE TOMAIN - COORDINATE WITH FIRE DEPARTMENT FOR PERMISSIBLEDOWN TIME. SEE SHEET C-401 FOR REINSTALLATION LOCATION.16.RELOCATE UNDERGROUND ELECTRIC - COORDINATE WITHELECTRIC COMPANY17.PROVIDE TREE PROTECTION - SEE NOTE 3, THIS SHEET -AROUND MEMORIAL TREE. MINIMUM TREE PROTECTION 12'DIAMETER FROM TRUNK. CONTRACTOR TO ENSURE THATCRITICAL ROOT ZONE IS UNIMPACTED THROUGHOUTCONSTRUCTION. IN THE EVENT THAT ROOTS FOR THIS TREE AREDISCOVERED DURING EXCAVATION ACTIVITIES - CONTRACTORSHALL STOP WORK AND CONTACT OWNER AND ENGINEERIMMEDIATELY. SEE NOTE 5, THIS SHEET.18.PROVIDE TREE PROTECTION (TYP.) - SEE NOTE 3, THIS SHEET19.PROTECT STORM SEWER/STRUCTURE20.PROTECT SANITARY SEWER/STRUCTURE21.PROTECT WATERMAIN/APPURTENANCE22.PROTECT SANITARY MANHOLE.XX>>>>REMOVE FENCEREMOVE STORM SEWERGASGASREMOVE UNDERGROUND GAS LINECOMCOMREMOVE UNDERGROUNDCOMMUNICATION LINEUEUEREMOVE UNDERGROUND ELECTRICLINEREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERREMOVE TREELEGEND RIM=879.90INV=875.2RIM=881.62INV=875.8 SINV=876.1 WRIM=881.30INV=877.6RIM=882.17INV=878.4RIM=883.92INV=872.2 W/SE886.43FE886.31DS886.01DS885.81DSRIM=885.12INV=864.0 N/SRIM=880.43INV=877.3 SINV=876.6 EORONO PARKWAY NW8270882.24MHS886.06FE RIM=883.40INV=870.9 E, 870.8 S886.05FE886.06FE886.02DS RIM=884.77INV=876.7RIM=880.68INV=860.3 885.89FE886.38DS886.28FE3291881.26CBE 4.7W 4.8EAST 12IN RCPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XXXXXXXXFFE: 886.00FFE: 886.00XXXXX X X X X X X X X X X X X X X X XXXXXXXXX24'9'18'24'9'18'15.2'2.3'14161811111112233361775106R10'R35'R25'R15'R5.8'R3'R3'R3'R6 'R3'R3'R3'R 3 'R3'26.6'25.6'18'9'18'9'5'6'1R3'44489R 2 '25.6'159.2'60.2'12131415425.7'18'33.8'60.2'54.1'R60'R100'123399993DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:06:42 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-101 SITE PLAN.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-101SITE PLANWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYCURB AND GUTTER#PROPOSED PARKING COUNTCONCRETE PAVEMENTBITUMINOUS PAVEMENTXXFENCE ( BY OTHERS )1.MATCH EXISTING2.CONCRETE PAVEMENT (TYP.) - SEE SHEET3.BITUMINOUS PAVEMENT (TYP.) - SEE SHEET4.FENCE - SEE ARCHITECTURAL PLANS5.ADA RAMP - SEE DETAIL6.DOOR LOCATION/STRUCTURAL STOOPS/STAIRS WITH LANDING -SEE ARCHITECTURAL/STRUCTURAL PLANS FOR DETAIL ANDPRECISE LOCATION7.PROPERTY LINE8.BUILDING SETBACK9.BOLLARD - SEE ARCHITECTURAL PLANS10.TRASH ENCLOSURE - SEE ARCHITECTURAL/STRUCTURAL PLANSFOR DETAIL AND PRECISE LOCATION11.FENCE - SEE ARCHITECTURAL PLANS12.ADA STALL WITH SYMBOL13.ADA SIGN14.ADA STRIPED ACCESS AISLE15.45° SYSL 4" O.C.KEYNOTES#LEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.SEE SHEET C-601 FOR PAVING PLAN.3.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED.NOTES >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>RIM=879.90INV=875.2RIM=881.62INV=875.8 SINV=876.1 WRIM=881.30INV=877.6RIM=882.17INV=878.4RIM=883.92INV=872.2 W/SE886.43FE886.31DS886.01DS885.81DSRIM=885.12INV=864.0 N/SRIM=880.43INV=877.3 SINV=876.6 EORONO PARKWAY NW886.08DR 8270882.24MHS886.06FE RIM=883.40INV=870.9 E, 870.8 S886.05FE886.06FE886.02DS RIM=884.77INV=876.7RIM=880.68INV=860.3 >>>>>>>>>>>>885.96DR885.89FE885.92 DR886.38DS886.28FE3291881.26CBE 4.7W 4.8EAST 12IN RCP>>>>COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM GGGGGGGGGGGGGGGGGCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUEUEUEUEUEUEUEUEUEUEUEUEXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMC OMCOMCOM OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUXXXXXXXXXXXXXXXXXXXXXXXXXX XX XXXXXXXXUECOMCOM COM COM COM COM COM COM COM COMCOMFFE: 886.00FFE: 886.00XXXXX X X X X X X X X X X X X X X X XXXXXXXXX8 8 5 885885885 882882 882882 883883 883 883 883883 884 884 884 884 884 884 884 884 884884884 886 886 111113333333448 8 5 8858 8 5 8858 8 4 886 886885882883884876878878881 33332264447DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:07:03 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-201 PHASE 2 EROSION CONTROL REMOVAL PLAN.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-201PHASE 2 EROSION CONTROLPLANWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGKEYNOTES#1.INSTALL SILT FENCE - SEE DETAIL2.CONSTRUCTION EXIT - SEE DETAIL AND NOTE 2, THIS SHEET3.INSTALL INLET PROTECTION - SEE DETAIL4.INSTALL TREE PROTECTION - SEE NOTE 3, THIS SHEET5.INSTALL EROSION CONTROL BLANKET - SEE DETAIL6.INSTALL RIPRAP AT FES - SEE DETAIL7.PROTECT SANITARY MANHOLERIGHT OF WAY LINEEASEMENT LINEROCK CONSTRUCTION EXITSILT FENCEINLET PROTECTIONEROSION CONTROL BLANKETPERMANENT STABILIZATION - SEELANDSCAPE PLANSTREE PROTECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900CONSTRUCTION LIMITSEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING STORM SEWER INLETSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONLEGENDPROPERTY BOUNDARYNOTES1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALLTIMES THROUGHOUT THE DURATION OF THE PROJECT.CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.3.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.4.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET FROMPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.5.EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALLSLOOPES 4:1 AND STEEPER UPON COMPLETION OF GRADING.RIPRAP >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>RIM=879.90INV=875.2RIM=881.62INV=875.8 SINV=876.1 WRIM=881.30INV=877.6RIM=882.17INV=878.4RIM=883.92INV=872.2 W/SE886.43FE886.31DS886.01DS885.81DSRIM=885.12INV=864.0 N/SRIM=880.43INV=877.3 SINV=876.6 EORONO PARKWAY NW886.08DR 8270882.24MHS886.06FE RIM=883.40INV=870.9 E, 870.8 S886.05FE886.06FE886.02DS RIM=884.77INV=876.7RIM=880.68INV=860.3 >>>>>>>>>>>>885.96DR885.89FE885.92 DR886.38DS886.28FE3291881.26CBE 4.7W 4.8EAST 12IN RCP>>>>COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM GGGGGGGGGGGGGGGGGCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUEUEUEUEUEUEUEUEUEUEUEUEXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMC OMCOMCOM OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUXXXXXXXXXXXXXXXXXXXXXXXXXX XX XXXXXXXXUECOMCOM COM COM COM COM COM COM COM COMCOMFFE: 886.00FFE: 886.00XXXXX X X X X X X X X X X X X X X X XXXXXXXXX8858 8 5 885885 8 8 5 885885881882882883883883883883884884884884884 8 8 6 885885884885 885 8 8 3 883 883884 884884 88 4 884 884 886886886886886 886886886886885883884FG=75.50CB 102CBMH 101CBMH 100RD-1STMH-103OCS-105FES-104FG=82.00FG=82.00FG=82.004:14:14:14:13:13:13:1 4:14:14:1FG=75.50880876877878879881882880 876877878879881882 8802.1%3.4 % 2.5 % 2.5 %2.4%1.9%2.4%3.4%4.1%3.7% 3.5% 3.1% 2.5%2.9%1.5%2.0%3.0%3.0%3.8%3.2%2.9%3.1%2.8%3.4%4:14:14:14:15:110:112:1RIM=83.80RIM=83.83RIM=83.50RIM=81.223:116:1RIM=80.50EOF=84.00EOF=84.62EOF=84.95EOF=84.42CBMH 106RIM=84.232.7%3.4 %1.5%EOF=81.50FES 1074:11.9%DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:07:23 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-301 GRADING PLAN.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-301GRADING PLANWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONINTERPOLATED POINT TO POINT SURVEY DATA. CONTRACTOR ISRESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TOINSTALLATION OF IMPROVEMENTS AND FOR MAKINGNECESSARY ADJUSTMENTS IN THE FIELD FOR CONTRACTIBILITYAND TO ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY FIELDDISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR REWORKOF AN UNCOMMUNICATED DISCREPANCY.3.CONTRACTOR TO ENSURE FINAL GRADE OF PATCHEDBITUMINOUS PAVEMENT REPLICATES EXISTING GRADE FROMPRIOR TO CONSTRUCTION, WHERE APPLICABLE. ENSUREPOSITIVE DRAINAGE. SEE SHEET C-601 FOR LIMITS OF PATCHEDBITUMINOUS PAVEMENT.4.SEE SHEET C-201 FOR RIPRAP LOCATIONS.NOTESLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITSFL=9XX.XXFG=9XX.XXME=9XX.XXSW=9XX.XXEP=9XX.XXEOF=9XX.XXTC=9XX.XXTW=9XX.XXBW=9XX.XXFLOW LINE ELEVATIONFINISHED GRADE ELEVATIONMATCH EXISTING ELEVATIONSIDEWALK ELEVATIONPAVEMENT ELEVATIONEMERGENCY OVERFLOW ELEVATIONTOP OF CURB ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATION (AT GRADE)SURFACE GRADE & FLOW DIRECTIONEXISTING MINOR CONTOUREXISTING MAJOR CONTOUR>>>>EXISTING STORM SEWEREXISTING SANITARY SEWERFMEXISTING FORCEMAINIEXISTING WATERMAINHP=9XX.XXLP=9XX.XXTOP=9XX.XXTOE=9XX.XXRIM=9XX.XXHIGH POINT SPOT ELEVATIONLOW POINT SPOT ELEVATIONTOP OF DITCH SPOT ELEVATIONTOE OF DITCH SPOT ELEVATIONSTRUCTURE RIM SPOT ELEVATIONTNH=9XX.XXTOP NUT HYDRANT SPOT ELEVATIONSURFACE SLOPE (H:V) & FLOW DIRECTION3.0:11.00%3.0:1LEGEND >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>RIM=879.90INV=875.2RIM=881.62INV=875.8 SINV=876.1 WRIM=881.30INV=877.6RIM=882.17INV=878.4RIM=883.92INV=872.2 W/SE886.43FE886.31DS886.01DS885.81DSRIM=885.12INV=864.0 N/SRIM=880.43INV=877.3 SINV=876.6 EORONO PARKWAY NW886.08DR 8270882.24MHS886.06FE RIM=883.40INV=870.9 E, 870.8 S886.05FE886.06FE886.02DS RIM=884.77INV=876.7RIM=880.68INV=860.3 >>>>>>>>>>>>885.96DR885.89FE885.92 DR886.38DS886.28FE3291881.26CBE 4.7W 4.8EAST 12IN RCP>>>>COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM GGGGGGGGGGGGGGGGGCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUEUEUEUEUEUEUEUEUEUEUEUEXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMC OMCOMCOM OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUXXXXXXXXXXXXXXXXXXXXXXXXXX XX XXXXXXXXUECOMCOM COM COM COM COM COM COM COM COMCOMFFE: 886.00FFE: 886.00XXXXX X X X X X X X X X X X X X X X XXXXXXXXX885885885 8 8 5 8 8 5 885885881882883883883 88488488488488 4 8848848848868866" HYDRANT6" GVWET TAP EXISTING 8" DIP WITH 8"x6" TEE PER CITY STANDARDS6" HYDRANT1238808768778788798818828836" GV6" GV6" GV6" DIP WM6" DIP WM6" DIP WM WET TAP EXISTING 16"DIP WITH 16"x6" TEE PER CITY STANDARDSDWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:07:36 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-401 UTIILITY PLAN.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-401SANITARY AND WATERUTILITY PLANWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGEASEMENT LINERIGHT OF WAY LINEPROPERTY BOUNDARYEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER VALVE>>>>EXISTING STORM SEWEREXISTING SANITARY SEWERIEXISTING WATERMAINSTORM SEWERWATERMAINSTORM MANHOLESTORM CATCH BASINHYDRANTGATE VALVEFLARED END SECTIONPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT, ANDMATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS,STUBS, AND BUILDING SYSTEMS PRIOR TO CONSTRUCTION.NOTES1-3. SEE CROSSING PIPE SUMMARY TABLE, THIS SHEETKEYNOTES#LEGEND# >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>RIM=879.90INV=875.2RIM=881.62INV=875.8 SINV=876.1 WRIM=881.30INV=877.6RIM=882.17INV=878.4RIM=883.92INV=872.2 W/SE886.43FE886.24 DR 886.31DS886.01DS885.81DSRIM=885.12INV=864.0 N/SRIM=880.43INV=877.3 SINV=876.6 EORONO PARKWAY NW886.08DR 8270882.24MHS886.06FE RIM=883.40INV=870.9 E, 870.8 S886.05FE886.06FE886.02DS RIM=884.77INV=876.7RIM=880.68INV=860.3 >>>>>>>>>>>>885.96DR885.89FE885.92 DR886.38DS886.28FE3291881.26CBE 4.7W 4.8EAST 12IN RCP>>>>COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM GGGGGGGGGGGGGGGGGCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUEUEUEUEUEUEUEUEUEUEUEUEXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMC OMCOMCOM OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUXXXXXXXXXXXXXXXXXXXXXXXXXX XX XXXXXXXXUECOMCOM COM COM COM COM COM COM COM COMCOMFFE: 886.00FFE: 886.00XXXXX X X X X X X X X X X X X X X X XXXXXXXXXCB 102RIM=883.8312" INV OUT=880.67 (NE)CBMH 101RIM=883.8012" INV IN=880.10 (SW)12" INV OUT=880.10 (SE)CBMH 100CONNECT TO EXISTING PIPERIM=883.50EX. 18" INV OUT=879.12 (E)PR. 12" INV IN=879.50 (NW)PR. 12" INV IN=879.50 (SW)RD-112" INV=881.23119 LF OF 12" RCP @ 0.50%114 LF OF 12" PVC @ 0.50%18 LF OF 12" RCP @ 2.00%885885885 885885 885881882883883 884884884886886880876877878879881 881882 8808768778788798818828833:14:14:1 3:1 4:14:14:1 4:14:13:1 4:1OCS-105RIM=880.50PR. 24" INV OUT=878.00 (N)EX. 24" INV OUT=875.47 (S)FES-10424" INV=875.50STMH-103RIM=881.22PR. 24" INV OUT=875.70 (E)EX. 24" INV IN=875.70 (N)EX. 12" INV IN=875.70 (E)SUMP=872.7016:129 LF OF 24" RCP @ 0.70%234169 LF OF 12" RCP @ 2.00%CBMH 106RIM=884.2312" INV IN=880.87 (SW)12" INV OUT=880.87 (NE)8 8 5 3.3 %2.4%2.5 %FES 10724" INV=876.0024 LF OF 24" @ 8.50%DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:07:47 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-501 STORM PLAN.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-501STORM SEWER PLANWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGEASEMENT LINEPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING SANITARY MANHOLEEXISTING STORM SEWER MANHOLEEXISTING STORM SEWER INLETEXISTING STORM SEWER INLETEXISTING HYDRANTEXISTING WATER WELLEXISTING WATER VALVESTORM SEWERWATERMAINSTORM MANHOLESTORM CATCH BASINHYDRANTGATE VALVEFLARED END SECTION>>>>EXISTING STORM SEWEREXISTING SANITARY SEWERIEXISTING WATERMAINPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900GRADING LIMITS1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.NOTES1.INFILTRATION BASIN A - SEE STORMWATER BMP SUMMARYTABLE, THIS SHEET2-4.PIPE CROSSING - SEE PIPE CROSSING SCHEDULE, THIS SHEETKEYNOTES## >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>RIM=879.90INV=875.2RIM=881.62INV=875.8 SINV=876.1 WRIM=881.30INV=877.6RIM=882.17INV=878.4RIM=883.92INV=872.2 W/SE886.43FE886.31DS886.01DS885.81DSRIM=885.12INV=864.0 N/SRIM=880.43INV=877.3 SINV=876.6 EORONO PARKWAY NW886.08DR 8270882.24MHS886.06FE RIM=883.40INV=870.9 E, 870.8 S886.05FE886.06FE886.02DS RIM=884.77INV=876.7RIM=880.68INV=860.3 >>>>>>>>>>>>885.96DR885.89FE885.92 DR886.38DS886.28FE3291881.26CBE 4.7W 4.8EAST 12IN RCP>>>>COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM COM COM COM COM COM COM COM GGGGGGGGGGGGGGGGGCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMUEUEUEUEUEUEUEUEUEUEUEUEXXXXXXXXXXXXXXCOMCOMCOMCOMCOMCOMC OMCOMCOM OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUXXXXXXXXXXXXXXXXXXXXXXXXXX XX XXXXXXXXUECOMCOM COM COM COM COM COM COM COM COMCOMFFE: 886.00FFE: 886.00XXXXX X X X X X X X X X X X X X X X XXXXXXXXX1111111111222233533344444967777887788877791010101010101112131212372147DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:08:01 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-601 PAVING PLAN.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-601PAVING PLANWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE 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 FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGLOT LINEEASEMENT LINEPROPERTY BOUNDARYCURB AND GUTTERTIP-OUT CURB AND GUTTERCONCRETE SIDEWALKCONCRETE PAVEMENTHEAVY DUTY BITUMINOUS PAVEMENTBITUMINOUS PAVEMENT PATCHINGLEGEND1.SEE SHEET C-002 FOR ADDITIONAL PROJECT NOTES.2.CONTRACTOR TO ENSURE FINAL GRADE OF PATCHEDBITUMINOUS PAVEMENT REPLICATES EXISTING GRADE PRIORTO CONSTRUCTION, WHERE APPLICABLE. ENSURE POSITIVEDRAINAGE.NOTES1.MATCH EXISTING2.CONCRETE SIDEWALK - SEE DETAIL3.CONCRETE PAVEMENT - SEE DETAIL4.BITUMINOUS PAVEMENT - SEE DETAIL5.CONCRETE PAD UNDER GARBAGE ENCLOSURE - SEESTRUCTURAL PLANS6.PATCH BITUMINOUS PAVEMENT - MATCH EXISTING SECTION7.B612 CURB AND GUTTER - SEE DETAIL8.B612 TIP-OUT CURB AND GUTTER - SEE DETAIL9.B624 CURB AND GUTTER - SEE DETAIL10.5' TRANSITION BETWEEN STANDARD AND TIP-OUT GUTTER11.5' TRANSITION BETWEEN CURB TYPES12.3' TRANSITION FROM FULL HEIGHT TO ZERO HEIGHT CURB13.CONCRETE DRIVEWAY APRON - SEE DETAILKEYNOTES#LIGHT DUTY BITUMINOUS PAVEMENT DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:08:12 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-801 DETAILS.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-801DETAILS DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:08:13 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-801 DETAILS.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-802DETAILS DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:08:19 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-801 DETAILS.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-803DETAILS DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:08:24 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-801 DETAILS.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-804DETAILS DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:08:29 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-801 DETAILS.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-805DETAILS DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:08:35 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-801 DETAILS.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-806DETAILS DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:CLIENT:EXPANSION OF ELK RIVER PUBLIC SAFETY BUILDING CITY OF ELK RIVER SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:8/31/2020 10:08:40 AMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\city Hall Expansion\5_DESIGN\1_CAD\3 Plansheets\C-801 DETAILS.dwg PROJECT TITLE CUP SUBMISSION08/31/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM08/31/20201C-807DETAILS