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R/W R/W R/W R/W R/W R/W STM STM ST M ST M STM STM S T M S T M S T M S T M S T M S T M S T M S T M S T M S T M SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N S A N S A N S A N S A N S A N S A N S A N 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W W W W W W G G G G W W W W STORM MH RIM=937.26 INV SE (24" RCP)=931.94 INV W (21" RCP)=932.81 INV NW (12" RCP)=932.91 STORM MH RIM=940.6 INV NW/S (12" HDPE)=934.4 CB BEEHIVE RIM=937.69 INV SE (12" HDPE)=934.63 STORM MH RIM=937.85 INV N (12" HDPE)=932.90 INV S (12" HDPE)=932.85 INV N (18" RCP)=932.85 STORM MH RIM=940.6 INV NW/S (12" RCP)=934.4 FES 12 INV=936.2 Easement for Highway purposes per Doc. No. 609136 (14) Trail easement agreement per Doc. No. 2156885 (16) Drainage and Utility easment per Doc. No. 2156883 (13) Approximate Bio-Filtration area per Doc. No. 2163656 (18) Existing Building COUNTY ROAD E Publicly dedicated right of way Bituminous surface P r i v a t e a c c e s s d r i v e w a y B i t u m i n o u s s u r f a c e C o n c r e t e s i d e w a l k Concrete sidewalk Edge of water on 7/18/16 Pond B i t u m i n o u s s u r f a c e Bituminous surface UGE U G E U G E U G E U G E U G E U G E U G E U G E UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E U G E UG E UG E UG E UG E UG E UG E U G E U G E U G E U G E U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T W 6" S A N U G T MEDEXPRESS 1150 COUNTY RD E (4,733 SF) CO DS M CO DS DS G G G G G G GW W DS DS DS DS CO 8" S T M 4"STM CO 4" ST M 4"STM 12"STM 1 2 " S T M 5 5 3 4 4 2 2 2 (R) 55 ' @ 1 . 0 4 % ( M I N . ) 2 (R) CONTRACTOR TO VERIFY EXISTING UTILITY 0 GRAPHIC SCALE (IN FEET) 20 20 40 PROPOSED CONCRETE CURB PAVEMENT/WALK BUILDING STORM SEWERSTM SANITARY SEWERSAN COMBINED WATER SERVICE LINEW GAS SERVICE LINEG UGND. ELECTRIC LINEUGE UGND. TELEPHONE LINEUGT CLEANOUT CATCH BASIN LIGHT POLE SEE SHEET C5.0 FOR STORM STRUCTURE SCHEDULE SEE SHEET C6.1 FOR GENERAL UTILITY DETAILS SEE ARCHITECTURAL PLANS FOR STUB LOCATIONS UTILITY SERVICE NOTES: A. SANITARY SEWER: THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF THE EXISTING UTILITIES PRIOR TO ORDERING ANY SANITARY SEWER CONSTRUCTION MATERIALS. CONTACT THE DESIGN ENGINEER WITH ANY DISCREPANCIES. THE CONTRACTOR SHALL TRENCH, BACKFILL, PROVIDE AND INSTALL A NEW 6'’ SCHEDULE 40 PVC SERVICE LATERAL AND ASSOCIATED CLEANOUTS FROM THE PROPOSED BUILDING TO THE EXISTING SANITARY SEWER MAIN. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF ARDEN HILLS SEWER CODE AND THE STATE OF MINNESOTA BUILDING AND PLUMBING CODES. B. WATER SERVICE: THE CONTRACTOR SHALL TRENCH, BACKFILL, PROVIDE AND INSTALL A NEW 1.5” TYPE “K” COPPER WATER SERVICE LINE AS SHOWN ON THE PLAN. THE CONTRACTOR SHALL LOCATE THE EXISTING LINE, TIE INTO THE EXISTING SERVICE LINE, INSTALL THE NEW WATER SERVICE LINE AND MAKE THE CONNECTION TO THE METER INSIDE THE BUILDING. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL VALVES AND WATER METERS AS DIRECTED BY THE CITY OF ARDEN HILLS PUBLIC WORKS DEPARTMENT. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF ARDEN HILLS AND STATE OF MINNESOTA BUILDING AND PLUMBING CODES. C. ELECTRIC SERVICE: THE CONTRACTOR SHALL TRENCH, BACKFILL, PROVIDE AND INSTALL 2-3” SCH 40 PVC CONDUITS WITH LONG SWEEPING BENDS AND PULL WIRE FROM THE EXISTING UNDER GROUND ELECTRIC LINES TO THE PROPOSED UTILITY TRANSFORMER, OFF THE NORTHWEST CORNER OF THE BUILDING, BACK TO THE ELECTRIC/DATA ROOM. MAINTAIN EITHER A CLEAR HORIZONTAL DISTANCE OF 12” FROM CABLE AND TELEPHONE CONDUITS OR AN 18” VERTICAL CLEARANCE WHEN SHARING A TRENCH. THE ELECTRIC COMPANY SHALL MAKE THE CONNECTION TO THE ELECTRIC MAIN LINE. THE ELECTRIC COMPANY SHALL PROVIDE THE CT’S AND THE CONTRACTOR SHALL PROVIDE AND INSTALL THE CABINET. THE CONTRACTOR SHALL INSTALL THE CT’S AND GET AN ELECTRICAL INSPECTION APPROVAL FROM THE ELECTRIC COMPANY. THE ELECTRIC COMPANY SHALL PROVIDE AND INSTALL THE ELECTRIC METER AND CANISTER AND MAKE THE CONNECTION AT THE METER. THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE INSTALLATION WITH THE ELECTRIC COMPANY. D. TELEPHONE/CABLE SERVICE: THE CONTRACTOR SHALL TRENCH, BACKFILL, PROVIDE AND INSTALL 1-4” SCH 40 PVC CONDUIT WITH LONG SWEEPING BENDS AND PULL WIRE FROM THE UNDERGROUND UTILITY BACK TO THE ELECTRIC/DATA ROOM. THE CONTRACTOR SHALL PROVIDE AND INSTALL A 4’X4’ MOUNTING BOARD WITH A #6 GROUND WIRE. THE CONTRACTOR SHALL PROVIDE AN AC OUTLET FOR FIBER OPTIC SERVICE IF WANTED BY THE MEDEXPRESS CONSTRUCTION REPRESENTATIVE. THE CONTRACTOR SHALL COORDINATE HOOKUPS WITH THE TELEPHONE COMPANY. THE TELEPHONE COMPANY SHALL PROVIDE/INSTALL THE TELEPHONE LINE, INTERFACE BOX AND MAKE THE CONNECTION AT THE UTILITY POLE AND INTERFACE BOX. THE CONTRACTOR SHALL COORDINATE THE TELEPHONE SERVICE WITH THE TELEPHONE COMPANY. E. GAS: THE CONTRACTOR SHALL COORDINATE/INSTALL A NEW GAS SERVICE LINE FROM THE EXISTING 1.25" GAS MAIN, LOCATED SOUTH OF THE PROPOSED DUMPSTER LOCATION, BACK TO THE PROPOSED BUILDING WITH THE GAS COMPANY. CONTRACTOR TO INSTALL THE GAS METER 3' FROM THE THE BACK DOOR. CONTRACTOR TO INSTALL A 2" SCH 40 PVC SLEEVE WITH A SWEEPING 90 AT THE PROPOSED METER LOCATION ON THE BUILDING AND EXTEND THE SLEEVE BACK WEST TO THE EXISTING PROPERTY LINE. THE GAS COMPANY WILL TIE INTO THE SCH 40 SLEEVE AND PERFORM THE NEW TAP INTO THE EXISTING MAIN LINE. UTILITY PLAN GENERAL NOTES: 1.GENERAL CONTRACTOR TO VERIFY ALL UTILITY INFORMATION REQUIREMENTS (GAS, ELECTRIC, TELEPHONE, WATER AND SANITARY) WITH EACH UTILITY COMPANY. ALL REQUIREMENTS SHOULD BE INCLUDED IN BASE BID. ANY DISCREPANCIES PLEASE NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION. ALL REQUIREMENTS SHOULD BE INCLUDED IN BASE BID. 2.THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE SEWERS CROSS EXISTING UTILITIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BE DETERMINED. THE CONTRACTOR SHALL CONTACT THE OWNER IN THE EVENT OF ANY UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE. 3.THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES FOR SERVICE INSTALLATIONS AND CONNECTIONS AND MAIN AND SERVICE RELOCATIONS. THE CONTRACTOR SHALL COORDINATE THE WORK TO BE PERFORMED BY THE VARIOUS UTILITY COMPANIES AND SHALL SECURE ALL PERMITS AND PAY ALL FEES FOR CONNECTIONS, DISCONNECTIONS, RELOCATIONS, INSPECTIONS, AND DEMOLITION, AS NECESSARY. 4.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALL AS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 5.RELOCATION OF ANY UTILITY COMPANY FACILITIES TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY AND LOCAL MUNICIPALITY. CODED NOTES: 1.PROPOSED 6" SANITARY SERVICE LINE PER CITY OF ARDEN HILLS REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE PER CITY REGULATIONS AND SPECIFICATIONS. SEE GENERAL UTILITY NOTE A FOR ADDITIONAL DETAILS. 2.PROPOSED COMBINED WATER AND FIRE PROTECTION SERVICE LINE, WITH METER AND BACKFLOW PREVENTER IN BUILDING (REFER TO PLUMBING PLAN). SEE GENERAL UTILITY NOTE B FOR WATER SERVICE DETAILS. 3.PROPOSED ELECTRIC SERVICE ROUTE. SEE GENERAL UTILITY NOTE C FOR ELECTRIC SERVICE DETAILS. 4.PROPOSED TELEPHONE/CABLE SERVICE ROUTE. SEE GENERAL UTILITY NOTE D FOR ADDITIONAL DETAILS. 5.PROPOSED GAS SERVICE AND METER PER LOCAL UTILITY DIRECTION. CONTRACTOR TO VERIFY AND COORDINATE POINT OF CONNECTION WITH XCEL ENERGY FOR PROPOSED SERVICE LOCATION. SEE GENERAL UTILITY NOTE E FOR GAS SERVICE DETAILS. LEGEND C6.0 ZDF CBW CBW 752647 9/1/16 CONSTRUCTION DOCS UTILITY PLAN EXISTING REFER TO TITLE SHEET FOR EXISTING LEGEND INFORMATION SHEET NO. JOB NO.: DATE: CHECKED: DRAWN: DESIGN: ISSUE: NO . DA T E RE V I S I O N D E S C R I P T I O N W:\PROJECTS\MEDEXPRESS\752647-01 ARDEN HILLS, MN-GU\03-CIVIL\PLAN\PLAN\CDS\752647_6-UTILITY.DWG - 9/22/2016 2:20 PM CO P Y R I G H T : T H E S E D R A W I N G S A R E T H E P R O P E R T Y O F ME D E X P R E S S ME D E X P R E S S AR D E N H I L L S , M N CO N S T R U C T I O N D O C U M E N T S 11 5 0 C O U N T Y R D E , A R D E N H I L L S , M N 5 5 1 1 2 1 09 / 2 3 / 2 0 1 6 PL A N R E V I E W C O M M E N T S Minnesota'sOne Call-Center CALL 811 or (800)252 1166- (651)454 0002- GOPHER STATE O E ANCL L This i ieee ettmmnadvry G!GOPO T TESAHERNEALLC CO OPEN CUT W/ FULL DEPTH PAVEMENT REPLACEMENT REMOVE EXISTING UTILITY(R) 1 9.22.16