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4.5. PCSR 09-22-2020 Request for Action Cir•ci Elk - River= To Item Number Planning Commission 4.5 Agenda Section Meeting Date Prepared by Public Hearings September 22, 2020 Zack Carlton,Planning Manager Item Description Reviewed by City of Elk River—Public Safety Building Chris Leeseber , Senior Planner Expansion, 13065 Orono Parkway NW Reviewed by ■ Amendment to CU 02-09 to allow expansion of the existing Police and Fire Department facilities, Case No. CU 20-17 Action Requested Recommend,by motion, approval of the Conditional Use Permit amending CU 02-09 and allowing expansion of the existing police and fire department facilities with the condition that the associated variance (V 20-13) is approved. Background/Discussion The current public safety building,police and fire station,was constructed in the early 2000's and while additional capacity was included at the time of construction, changing standards and increased staffing now require an addition to both the police and fire sides of the building. The Fire Department seeks to add two apparatus bays to the -- south end of the building and convert two of the existing bays into CR as critical support spaces for the firefighters. The Police Department seeks to add a 28-stall squad car garage,build-out shell space on the 3 second floor into administrative offices and convert the existing squad garage space to physical training space and storage. RR Comprehensive Plan Hwy to The Comprehensive Plan guides the property for Public/Institutional CR 12 Uses. The use of the property will not change as a result of the proposed additions, and the site will remain consistent with the approved plan. �P Site and Building Plans y4y The addition to the fire station pushes the existing garage bays south %9 and closer to Orono Parkway,which requires a variance as the addition encroaches into the front yard setback. The addition also requires modifications to the driveways to and from the fire station garages, but Figure I does not impact the access points along Orono Parkway. The addition does not impact existing parking areas and there are no proposed changes to the parking in the south half of the building. The Elk River Vision PONE H E o s Y A �arelcoming community avith revolutionary and spirited resourcefulness, exceptional INAV service, and community engagement that encourages and inspires prosperity. Updated.August 2020 The addition on the north end of the building accommodates the 28-stall squad car garage. The existing parking lot will be removed and replaced further north to account for the garage addition. Parking around the garage addition will increase by 11 stalls. The extended drive lane on the west side of the property will also require a variance. The additions will use materials similar to the existing building and the architecture is meant to compliment and blend into the current facility. Applicable Regulations In approving a Conditional Use Permit,the council may impose such specific conditions with regard to the development or operation of the proposed use as it considers necessary to satisfy the seven standards set forth in Section 30-654 and the requirements contained in this article and to promote compatibility with and minimize any potentially adverse effects upon adjacent properties, the neighborhood or the city. The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: 7. mill not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience orgeneral welfare of the neighborhood or the city. The public safety building has been located here for nearly 20 years and the proposed additions and improvements to the site are consistent with what has been in place for that entire time. The site is bordered by Orono Park to the north, city hall to the east, Orono Road and residential land buffered by trees to the south,and the county fair grounds to the west. The proposed project will not detrimentally affect the use and enjoyment of other properties in the immediate vicinity. Staff does not see a need to impose specific conditions to satisfy this standard. 2. mill be consistent nvith the Comprehensive Plan. The Comprehensive Plan guides the site for Public/Institutional Uses and the proposed project does not change the use of the site. The project is consistent with the Comprehensive Plan and staff does not see a need to impose specific conditions to satisfy this standard. 3. mill not impede the normal and orderly development and improvement of surrounding vacant property. The surrounding properties are developed and have established uses that will not be impacted by the proposed project. The project also will not impact the future development of theses properties. The use will not impede the normal and orderly development and improvement of surrounding vacant property and staff does not see a need to impose specific conditions to satisfy this standard. 4. mill be served adequately by and will not adversely affect essential public facilities and services including streets,police and fire protection, drainage, refuse disposal, mater and server systems,parks and schools;and will not, in particular, create trafc congestion or interference with traffic on adjacent and neighboring public thoroughfares. The use will be served adequately by and will not adversely affect essential public facilities and services including streets,police and fire protection,drainage, refuse disposal,water and sewer systems,parks and schools; and will not,in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares and staff does not see a need to impose specific conditions to satisfy this standard. 5. mill not involve uses, activities,processes, materials, equipment and conditions of operation that mill be detrimental to any persons or property because of excessive traffic, noise, smoke,fumes,glare, odors, dust or vibrations. While the project is an expansion of the operations,the increase of traffic generated by the site will be minimal and there are no significant changes to the operation of the site either. The proposed project will not detrimentally impact the use of nearby properties and staff does not see a need to impose specific conditions to satisfy this standard. 6. mill not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. The project will increase the amount of impervious surfaces on the subject parcel, requiring approval of a variance by the Board of Adjustments,but the impacted areas are existing lawn or developed areas. The proposed project will not result in the destruction or damage of natural, scenic, or historic features and staff does not see a need to impose specific conditions to satisfy this standard. 7. mill fully conpywitb all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. The use will fully comply with all other requirements of this Code,including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city and staff does not see a need to impose specific conditions to satisfy this standard. If denial of such a permit should occur,it shall accompany recommendations or determinations by findings or a report stating how the proposed use does not comply with the standards set forth in Section 30-654. Financial Impact None Mission/Policy/Goal The project supports the changing needs of the city. Attachments ■ Location Map ■ Applicant's Narrative ■ Site Plans ■ Architectural Plans/Elevations Description of Project Narrative CU 20-17 V 20-13 The narrative is your opportunity to describe, promote, and sell your proposal to the Planning Commission and/or City Council before the meeting(s). A typewritten narrative explaining your request in detail should include, but not limited to, all the following applicable information:  Detailed description/scope of project.  What is being proposed? The Elk River Public Safety Building was constructed in the early 2000’s and met the needs of the Fire and Police Departments at the time. A renovation/expansion (see attachments) is required now due to the growth of the community, growth of the police department, changes in fire apparatus, and new procedures and standards within the Fire Service Industry as detailed in various updated NFPA Standards. Specifically, the Fire Department seeks to add two Apparatus Bays to the south end of the building and convert two of the existing bays into critical support spaces for the firefighters. The Police Department seeks to add a 28-stall Squad Car Garage, build-out shell space on the second floor into administrative offices, and convert the existing squad garage space to physical training space and storage. 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.  Hours of Operation: Hours of operation will not change – the building will be in-use 24/7/365 as an emergency response facility but will be open to the public from 8:00 am until 4:30 pm on weekdays.  Number of Employees The Fire Department has five full-time staff and up to 30 paid-on-call firefighters assigned to the station. Staff counts are not expected to grow significantly, although additional administrative staff may become necessary and the Department may begin staffing the station to lower response times (as opposed to waiting for a call). The Police Department has 34 sworn officers and 10 civilian staff, as well as 12 volunteers. These numbers will grow as the City grows, but it is important to note that not every officer is on-duty at the same time.  Number of parking stalls, existing and additional The public parking lot between the City Hall building and the Public Safety Building will not change as a result of this project. The secure police parking lot currently has 37 stalls, of which none are marked ADA accessible. It will be replaced with a 48-stall parking lot, of which two will be ADA Accessible. The firefighter parking lot west of the fire administration area currently has 25 stalls, of which none are marked ADA accessible. This lot will be modified but will retain 25 stalls, one of which will be ADA Accessible.  Is there proposed screening of the site? The existing fencing around the police parking lot will be extended to capture the relocated lot, and will consist of brick piers and tight-weave chain link to match the existing.  Proposed building materials  How do they comply with applicable design standards? The existing Public Safety Building uses utility brick, 4” tall rockface CMU block, and EIFS in two different colors. It also has accents of white steel and cast stone. The proposed additions seek to complement this palette. To reduce overall costs at the rear of the building, the project proposes to enclose the Squad Garage with Architectural Precast Wall Panels colored to match the existing brick. The Apparatus Bay addition will consist of brick piers between bay doors with EIFS above to match the existing colors and profiles. The corners at the south wall will be rockface CMU to match existing. The south elevation features a large clerestory window similar to the existing building, but uses gray vertical metal panels over a brick base to complement the library across Orono Parkway. Where existing overhead doors are removed at the Apparatus Bay, the openings will be infilled with EIFS on the west side to match the existing, and with Curtain Wall on the east side with a mullion pattern to complement the adjacent apparatus doors.  Signage – (at time of installation, a separate permit is required for each sign) The site already includes several signs, both building-mounted and freestanding, and most will not be affected by the project. Only two signs are of note. The first will be a relocation of the City of Elk River logo on the southwest corner of the Apparatus Bays. This will be removed and relocated in a similar position, but ~41’ closer to Orono Parkway. This sign will not be lit. The second sign will be backlit lettering on the south wall of the Apparatus Bays with the words “Fire Station No. 2” with a height of 2’-0” and a width of ~27’-0”.  Is there outdoor storage? No 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 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 ORONO PARKWAYNWCONCRETE1.6'X1.6' BLOCK COLUMN (TYP.) BLOCK WALL WITH DOOR (16 PARKINGSTRIPES)TPTPSRIM=883.92 INV= RIM=885.12 INV=S8270882.24MHSRIM=883.40 INV=HSRIM=880.68INV=885.92DRNEW CONCRETE APRON - SEE STRUCTURAL DRAWINGS NEW CONCRETE APRON - SEE STRUCTURAL DRAWINGS ASPHALT PAVING -SEE CIVIL DRAWINGS ASPHALT PAVING -SEE CIVIL DRAWINGS NEW 4" CONCRETE SIDEWALK -ALIGN WITH EXISTING ASPHALT PAVING -SEE CIVIL DRAWINGS ASPHALT PAVING TO REMAINASPHALT PAVING TO REMAIN ASPHALT PAVING TO REMAIN ASPHALT PAVING -SEE CIVIL DRAWINGS CONCRETE SIDEWALK TO REMAIN CONCRETE SIDEWALK TO REMAIN NEW ACCESSIBILE PARKING SIGN STORMWATER MANAGEMENT AREA -SEE CIVIL DRAWINGS DEMOLISH TWO TREES DEMOLISH THREE EVERGREEN TREES DEMOLISH TREE DEMOLISH TWO TREES TWO NEW TREES, SPECIES TBD THREE NEW EVERGREEN TREES, SPECIES TBD TWO NEW TREES, SPECIES TBD DEMOLISH TREE EXISTING TREES TO REMAIN TWO NEW TREES, SPECIES TBD EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING TREE TO REMAIN EXISTING TREES TO REMAIN EXISTING TREE TO REMAIN NEW PAVING DEMO'D PAVING NEW PAVING EXISTING PAVING GENERAL NOTES 1. LANDSCAPE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. 2. LANDSCAPE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. 3. LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND/OR MATERIALS SUPPLIED. 4. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10'-0" CLEARANCE). 6. UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. 7. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. LANDSCAPE CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. 8. 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. CHANGES IN THE ALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. 9. LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN THE PLANT MATERIAL SELECTIONS AND OTHER SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE PLANT MATERIAL SELECTIONS OR SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 10. LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLE AS-BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. 11. NO PLANTS WILL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 12. SOD AREAS DISTURBED DUE TO GRADING SHALL BE REPLACED, UNLESS NOTED OTHERWISE. 13. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 14. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 15. PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' FEET ABOVE THE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE FINISHED GRADE. 16. LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND/OR MATERIALS SUPPLIED. 17. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 18. LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF THE OWNER ACCEPTANCE. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 19. PLANTING AREAS (NOT OVER STRUCTURE) RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 18" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS SCREENED COMPOST OR MANURE AND 10 PARTS SAND. 20. ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. 21. SHRUB BED MASSINGS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH FIBER MAT WEED BARRIER. 22. STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS AND ANNUALS WHERE PLANTING BED MEETS SOD UNLESS OTHERWISE NOTED. 23. REFER TO CIVIL FOR SITE DEMOLITION INFORMATION. 24. REFER TO CIVIL FOR ADDITIONAL SITE GRADING AND UTILITY INFORMATION 25. IF A DISCREPANCY EXISTS BETWEEN THE NUMBER OF PLANTS SHOWN IN THE PLANT MATERIALS SCHEDULE AND THE PLANS, THE PLANS SHALL GOVERN. 26. CONTRACTOR SHALL STAKE OUT LOCATION OF ALL PROPOSED TREES FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. TREE REPLACEMENT NOTES: 1. 14 TREES ADJACENT TO CONSTRUCTION ACTIVITIES SCHEDULED FOR PROTECTION. 2. NINE TREES SCHEDULED FOR DEMOLITION ACROSS SITE AT LOCATIONS INDICATED ON LANDSCAPE PLAN. 3. NINE NEW TREES TO BE PROVIDED AS INDICATED ON LANDSCAPE PLAN, SIZE AND SPECIES TO BE DETERMINED. LANDSCAPE NOTES: 1. SEED ALL AREAS DISTURBED BY CONSTRUCTION. REFER TO CIVIL DRAWINGS FOR LIMITS OF DISTURBANCE. 2. REPAIR IRRIGATION IN ALL AREAS DISURBED BY CONSTRUCTION AND ENSURE THAT ALL NEW PLANTINGS ARE COVERED BY REPAIRED IRRIGATION SYSTEM. 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 CERTIFICATION BIM 360://2368-01 Elk River-Public Safety/2368-01_Elk River-Public Safety Building Exp_AI_2019.rvt8/31/2020 3:32:44 PMCLC BH 2368-01 L1 LANDSCAPE PLAN ELK RIVER PUBLIC SAFETY BUILDING EXPANSION A C BL11" = 30'-0" 1 LANDSCAPE PLAN ISSUE # DATE DESCRIPTION