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EXISTING <br />BUILDING <br />8 8 8 8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />HCHC <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 8 8 8 <br />4 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 8 8 8 8 8 8 8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 8 8 <br />HYDRANT W/ GATE VALVE <br />6" DIP WATERMAIN <br />CONNECT TO EXISTING 8" <br />DIP <br />CONNECT TO EX. WATERMAIN <br />8" DIP <br />CONNECT TO EX. WATERMAIN <br />8" DIP <br />CORE DRILL SANI. SERVICE <br />INV-1000.78 <br />22 LF-6" PVC @ 1.0% <br />SANI. SERVICE <br />INV-1001.00 <br />6" DOMESTIC <br />WATER SERVICE <br />CONNECT TO EX. <br />WATERMAIN <br />(VERIFY EXISTING SIZE <br />& MATERIAL) <br />CBMH 10 <br />CONSTRUCT OVER EX. 15" RCP <br />RIM: 1008.5 <br />INV: 1004.1 <br />FES 11 <br />RIM: 1009.0 <br />12' - 12" RCP @ 2.0% <br />CBMH 12 <br />RIM: 1016.5 <br />INV: 1008.76 W <br />INV: 1003.92 SW/E <br />18' - 15" HDPE @ 1.0% <br />CBMH 13 <br />RIM: 1016.5 <br />INV: 1003.04 <br />88' - 18" HDPE @ 1.0% <br />88' - 18" HDPE @ 1.0% <br />CBMH 14 <br />RIM: 1016.5 <br />INV: 1002.16 <br />47' - 18" HDPE @ 1.0% <br />CBMH 15 <br />RIM: 1016.5 <br />INV: 1001.69 <br />66' - 18" HDPE @ 1.0%CBMH 16 <br />RIM: 1016.5 <br />INV: 1001.03 <br />90' - 18" HDPE @ 1.0% <br />CBMH 17 <br />RIM: 1016.5 <br />INV: 1000.13 <br />80' - 18" HDPE @ 1.0% <br />CBMH 18 <br />RIM: 1016.5 <br />INV: 999.33 N <br />INV: 996.41 SE <br />33' - 18" RCP @ 2.0% <br />CONNECT TO EX. CB <br />INV: 995.75 +/- <br />CBMH 20 <br />RIM: 1015.8 <br />INV: 1006.66 +/-CBMH 21 - SOLID <br />CASTING <br />ADJ. RIM: 1015.2 <br />EX. INV: 1006.48 +/- <br />CBMH 22 - BEEHIVE <br />CASTING <br />ADJ. RIM: 1007.9 <br />EX. INV: 1003.26 +/- <br />CBMH 23 <br />CONSTRUCT OVER EX. <br />15" RCP <br />RIM: 1007.6 <br />EX. INV: 1002.99 +/- <br />CBMH 24 - SOLID <br />CASTING <br />ADJ. RIM: 1008.1 <br />EX. INV: 1002.41 +/- <br />8" FIRE WATER <br />SERVICE <br />PIV <br />CONNECT TO EX. <br />WATERMAIN <br />(VERIFY EXISTING SIZE <br />& MATERIAL) <br />FIRE DEPARTMENT <br />CONNECTION <br />6" GATE VALVE <br />8" GATE VALVE <br />300' HOSE REACH FOR FIRE <br />N <br />SCALE IN FEET <br />0 20 40 <br />#### <br />#### <br />CADD files prepared by the Consultant for this project are <br />instruments of the Consultant professional services for use solely <br />with respect to this project. These CADD files shall not be used <br />on other projects, for additions to this project, or for completion <br />of this project by others without written approval by the <br />Consultant. With the Consultant's approval, others may be <br />permitted to obtain copies of the CADD drawing files for <br />information and reference only. All intentional or unintentional <br />revisions, additions, or deletions to these CADD files shall be <br />made at the full risk of that party making such revisions, additions <br />or deletions and that party shall hold harmless and indemnify the <br />Consultant from any & all responsibilities, claims, and liabilities. <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />Pl <br />o <br />t <br />t <br />e <br />d <br />: <br /> <br />0 <br />6 <br /> <br />/ <br />1 <br />1 <br /> <br />/ <br /> <br />2 <br />0 <br />2 <br />1 <br /> <br /> <br /> <br />8 <br />: <br />2 <br />7 <br /> <br />A <br />M <br />W: <br />\ <br />2 <br />0 <br />1 <br />9 <br />\ <br />1 <br />9 <br />7 <br />6 <br />7 <br />\ <br />C <br />A <br />D <br />D <br /> <br />D <br />A <br />T <br />A <br />\ <br />C <br />I <br />V <br />I <br />L <br />\ <br />_ <br />d <br />w <br />g <br /> <br />S <br />h <br />e <br />e <br />t <br /> <br />F <br />i <br />l <br />e <br />s <br />\ <br />C <br />4 <br />- <br />1 <br /> <br />U <br />t <br />i <br />l <br />i <br />t <br />y <br /> <br />P <br />l <br />a <br />n <br />OUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />EAGLE RIDGE <br />ORONO, MINNESOTA <br />CBS MN PROPERTIES, <br />LLC <br />PO BOX 575 <br />LONG LAKE, MN 55356 <br />Review Date <br />SHEET INDEX <br />License No. <br />Date <br />I hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />Jeffrey A. Shopek - PE <br />19624 <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No.19767 <br />JAS <br />TRG <br />VMA <br />06-14-21 <br />06-14-21 <br />C1-1 EXISTING CONDITIONS PLAN <br />C1-2 DEMOLITION PLAN <br />C2-1 SITE PLAN <br />C3-1 GRADING & DRAINAGE PLAN <br />C3-2 SWPP PLAN <br />C3-3 SWPP NOTES & DETAILS <br />C4-1 UTILITY PLAN <br />C8-1 DETAIL SHEETS <br />L1-1 LANDSCAPE PLAN <br />L2-1 LANDSCAPE DETAILS <br />05-19-21 CITY SUBMITTAL <br />06-14-21 CITY COMMENTS <br />UTILITY PLAN <br />C4-1 <br />1.ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND <br />INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, <br />THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY <br />ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. <br />2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL <br />COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND <br />THE GEOTECHNICAL REPORT. <br />3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE <br />STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING <br />INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 <br />HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC <br />UTILITIES. <br />4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE <br />BUILDING FACE UNLESS OTHERWISE NOTED. <br />5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS <br />REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. <br />6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH <br />MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM <br />SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH <br />SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND <br />SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE <br />ATTAINED. <br />7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT <br />UNLESS OTHERWISE NOTED. <br />8. PROPOSED PIPE MATERIALS: <br />WATERMAIN CL 52 DIP 6" TO 8" DIAMETER <br />SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER <br />STORM SEWER DUAL WALL HDPE 12" TO 15" DIAMETER <br />9. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 <br />FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA <br />RULES, PART 4715.2820 <br />10.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR <br />WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST <br />BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER <br />STRUCTURES. <br />11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, <br />PART 4715.0540: <br />a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. <br />b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. <br />c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. <br />d. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. <br />12.CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN <br />CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON <br />THE UTILITY PLAN. <br />13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. <br />ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER <br />THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES <br />(MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND <br />FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD <br />CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. <br />14.THE CITY SHALL OPERATE ALL GATE VALVES. <br />15.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE <br />PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN <br />INVERT FOR THE NEW SEWER LINE. <br />16.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION. <br />17.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. <br />FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. <br />CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T <br />18.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE <br />ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO <br />FINISH GRADE. <br />19.ALL CONNECTIONS TO SANITARY SEWER AND WATERMAIN MUST BE COORDINATED WITH CITY. <br />CONTRACTOR MUST PROVIDE A MINIMUM OF 48 HOUR PRIOR NOTICE. <br />20.RECORD DRAWINGS MUST BE SUBMITTED TO THE CITY AT THE COMPLETION OF THE PROJECT. <br />UTILITY NOTES <br />WARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL <br />EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN <br />MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT <br />LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, <br />CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE <br />DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />TOLL FREE: 1-800-252-1166 <br />TWIN CITY AREA: 651-454-0002 <br />Gopher State One Call <br />CALL BEFORE YOU DIG!