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MBMBMB934.64FFE934.87FFE934.94FFE934.50FFE14"12"12"20"28'124318"24"36"2165714131915161718XCXCXCXCXCXCXCXCXCXCXCXCXCXCXCXCW O O Dooo o A AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA A A A A A A A Aoooo 262524934.92FFE942.74FFE942.95FFE925.83FFE925.79FFE934.14FFE944.90FFE2728313029323334353637COUNTY ROAD ESNELLIN G A V E N O R T H 4365725WWC FOPEDCEE(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH) E(OH) E(OH) E(OH)E(OH)E(OH)E(OH)E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH) E(OH)GGGGGG G G G G G G G G G G G GGGGGGGGG F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)||||||||||||||||||||E(OH)E(OH)E(OH)E(OH)E(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH) C(OH) C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH)C(OH) C(OH) C(OH)C(OH)C(OH)H)RIM EL=932.74INV EL E=920.54INV EL W=920.44RIM EL=929.15INV EL E=919.95INV EL W=919.85RIM EL=923.80INV EL E=915.30INV EL S=914.60INV EL N=914.30RIM EL=915.13INV EL E=908.69INV EL S=907.93>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > RIM EL=919.31INV EL N=907.23INV EL SE=907.21INV EL W=907.11>>>>>>>>RIM EL=925.87INV EL E=922.75INV EL SW=920.47INV EL N=920.078" VC P 8" VCP8" VCP8" VCP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||||||||||||| | | | ||| | | | | ||| | ||||||||919.13S TOGGEDSEWAGE>RIM EL=924.08INV EL SE=918.08INV EL NW=916.1215" RC P 15" RCP15" RCP15" RC P RIM EL = 9 1 7. 9 4 INV EL S E = 9 1 2. 8 4 INV EL W = 9 1 2. 7 4 RIM EL=917.93INV EL E=911.73INV EL N=911.63GGG |||||||||||||||||||||||G G G G G G G G GGGGG> > >F/O(UG)F/O(UG)F/O(UG)F/O(UG)F/O(UG)||||||||>>>UTILITY NOTESUTILITY PLANC4.0UTILITY LEGENDPROPERTY LINESTORM SEWERDRAIN TILESANITARY SEWERWATER MAINELECTRIC (BURIED)ELECTRIC (OVERHEAD)TELEPHONE (BURIED)TELEPHONE (OVERHEAD)TELEVISION (BURIED)TELEVISION (OVERHEAD)FIBER OPTIC (BURIED)FIBER OPTIC (OVERHEAD)COMMUNICATION (UNDEFINED)NATURAL GAS LINELIMITS OF DISTURBANCEDRAINAGE & UTILITY EASEMENTSSTORM MANHOLE/CATCH BASINSTORM FLARED END SECTIONCLEAN OUT (CO)SANITARY MANHOLEHYDRANTGATE VALVE1.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2, ENTITLED STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL UTILITY LOCATES. CONTACT GOPHER SATE ONE CALL PER STATE STATUTES FOR PUBLIC UTILITY LOCATES PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST HIREA PRIVATE UTILITY LOCATING SERVICE TO LOCATE PRIVATE UTILITIES IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION.3. SEE EXISTING CONDITIONS FOR SURVEY INFORMATION. THE ENGINEER CAN NOT BE HELD RESPONSIBLE FOR INACCURACIES RELATED TO THE SURVEY INFORMATION.4. COMPLY WITH ALL LOCAL AND STATE REQUIREMENTS FOR UTILITY MATERIALS, INSTALLATION, AND TESTING.5. OBTAIN ALL PERMITS OR APPROVALS FROM LOCAL UTILITY OWNERS PRIOR TO BEGINNING UTILITY INSTALLATIONS. NOTIFY UTILITY OWNERS OF THE START OF CONSTRUCTION FOR THE PROJECT AND ANY SPECIFIC UTILITYWORK AT LEAST 48 HOURS IN ADVANCE.6. FIELD VERIFY AND COORDINATE ALL BUILDING UTILITY CONNECTIONS AND PUBLIC UTILITY SERVICE CONNECTIONS PRIOR TO CONSTRUCTION, INCLUDING LOCATION, TYPE, SIZE, AND INVERT ELEVATION. NOTIFY ENGINEER OFANY DISCREPANCIES FROM THE PLAN FOR RESOLUTION PRIOR TO BEGINNING UTILITY INSTALLATIONS.7. ADJUST, OR ARRANGE TO BE ADJUSTED BY UTILITY OWNER, ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEINGRESET IN PAVED AREAS TO MEET OWNER'S REQUIREMENTS FOR TRAFFIC LOADING.8. SERVICE UTILITIES, SUCH AS ELECTRIC (TRANSFORMER), GAS, TELEPHONE, CABLE, FIBER OPTIC, AND OTHER RELATED SMALL UTILITIES, MAY BE SHOWN FOR GENERAL REFERENCE AND ARE DEEMED CONCEPTUAL LOCATIONS.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND COORDINATING ALL LOCATIONS OF SERVICE UTILITY CONNECTIONS AND RELATED ITEMS WITH SERVICE PROVIDERS.9. WATERMAIN AND WATER SERVICE CONNECTIONS TO BE CLASS 52 DUCTILE IRON PIPE (DIP), UNLESS NOTED OTHERWISE. MAINTAIN 7.5' OF COVER ON ALL NEW WATERMAIN, PROVIDE WATERMAIN THRUST RESTRAINTS ATCHANGE OF DIRECTION, AND PROVIDE 18" SEPARATION BETWEEN SEWER PIPE. ADJUST WATERMAIN VERTICALLY, AS NECESSARY, AS APPROVED BY THE ENGINEER. IF INSULATION IS REQUIRED, PROVIDE DOW STYROFOAM HIBRAND 35 OR EQUIVALENT, AT 4-INCH THICKNESS.10. WATERMAIN SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM) STANDARDS OR THE CITY'S WATERMAIN INSTALLATION STANDARDS. WHERE CONFLICTS OCCUR, THEMORE RESTRICTIVE REQUIREMENT SHALL GOVERN.11. SANITARY SEWER PIPE OUTSIDE THE BUILDING SHALL BE POLYVINYL CHLORIDE (PVC) SDR35 OR 26. SDR 26 REQUIRED FOR DEPTHS GREATER THAN 15 FEET.12. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), WITH R-4 GASKETS. RCP CLASS 5 FOR PIPE DIAMETERS 18" OR SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED.POLYVINYL CHLORIDE PIPE (PVC) TO BE SCHEDULE 40. IF ALLOWED BY THE CITY, HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL MEET REQUIREMENTS OF ASTM F2648. PIPE SHALL BE WATER TIGHT ACCORDING TO ASTMD3212 REQUIREMENTS. FLARED END SECTIONS SHALL BE RCP WITH TRASH GUARDS AND ROCK RIP-RAP.13. OUTSIDE OF PUBLIC RIGHT OF WAY, INLET AND OUTLET CONNECTIONS TO SEWER STRUCTURES SHALL USE APPROVED RESILIENT RUBBER JOINTS TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS, ANDOTHER STRUCTURES.14. ALL MANHOLE COVERS TO BE STAMPED EITHER SANITARY OR STORM SEWER.15. PIPE LENGTHS THAT MAY BE SHOWN ARE HORIZONTALLY FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.16. SITE UTILITY SERVICES TYPICALLY TERMINATE 5 FEET FROM BUILDING, UNLESS NOTED OTHERWISE.17.ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, EXCAVATIONS AND TRENCHES. THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THECONTRACTOR.18. DRAINTILE LOCATIONS AND QUANTITIES ARE APPROXIMATE AS ILLUSTRATED. FIELD VERIFY FINAL LOCATIONS.19. AFTER CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGESTO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.14. SEE ROADWAY PLANS FOR ADDITIONAL INFO ON REMOVALS, IMPROVEMENTS , AND UTILITIES, TITLED CR E AND OLD SNELLING AVENUE ROUNDABOUT, BY SRF CONSULTING GROUP, DATED 2022/2023. CONTRACTOR TO VERIFYAND ADJUST ALL REMOVALS AND SITE IMPROVEMENTS PER FIELD CONDITIONS AND ROADWAY PLANS, AND TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES.15. SITE LIGHTING AND ALL SITE ELECTRICAL WORK TO BE DESIGN /BUILD BY CONTRACTOR, SUBMIT DRAWINGS FOR ENGINEER APPROVAL.. SEE DRAWING FROM PULSE, 2022, FOR LIGHT FIXTURES AND POLES. SITE ELECTRICALSHOWN IS CONCEPTUAL. PROVIDE AND INSTALL ALL ELEMENTS, SUCH AS CONCRETE FOOTINGS, POLES, FIXTURES, CONDUIT, WIRES, CONTROLS (PHOTO CELL/CONTROLLER), AND OTHER ITEMS.SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date: Lic. No.:C/O MARK AND TRACY LINDEMER3610 SNELLING AVENUE NARDEN HILLS, MN 55112651-633-9813CERTIFICATIONSignature Name:Date: Lic. No.:PREPARED FORLINDEY'S INCPROJECTNO. DATE DESCRIPTION 0 12-23-2022 CITY SUBMITTALLINDEY'S PRIME STEAKHOUSE -SITE IMPROVEMENTS3610 SNELLING AVE NARDEN HILLS, MN 55112PHONE: 651.633.981314411.00N. SCHAUFENBUELN. SCHAUFENBUELM. AARONXXXXX56607257212582054289BRADY P. RUTMANMICHAEL C. AARONPAUL D. SCHROEDERLISA A. BREU3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.com