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J <br />CALL BEFORE YOU DIG! \ <br />% Gopher State One Call <br />TWIN CITY AREA: 651-454-0002 <br />iN TOLL FREE: 1-800-252-1166 <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 />II A <br />REMOVE & REPLACE <br />STORM SEWER AS <br />NEEDED FOR <br />UTILITY DEMO. & <br />INSTALLATION <br />I <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />A /n <br />v <br />A <br />A <br />n <br />n <br />v <br />A <br />n v <br />A v <br />A <br />v <br />A <br />A <br />�v <br />/ A <br />I <br />— wet <br />m, Wet <br />Wet <br />s� <br />Wet <br />— <br />Wet — <br />wet — <br />/ &*"' <br />0 20 40 <br />-N- <br />SCALE IN FEET <br />NOTE: <br />EXISTING CONDITIONS INFORMATION SHOWN IS <br />FROM CERTIFICATE OF SURVEY PREPARED BY E. G. <br />RUD & SONS, DATED JULY 1 st, 2019. <br />CIVIL LEGEND <br />DOSTING PROPOSED <br />OSANITARY MANHOLE • <br />OUTLET SKIMMER STRUCTURE O <br />STORM MANHOLE <br />PROTECTION - SEE DETAIL ® ® CATCH BASIN 00 <br />CULVERT <br />HYDRANT <br />GATEVALVE H <br />em POST INDICATOR VALVE @P1V <br />RAIN GUARDIAN 2 0 LIGHT POLE # <br />RIM: 811.21 0 POWER POLE 0 <br />I NV: 810.63 v SIGN <br />N, BENCHMARK <br />SOIL BORINGS_ <br />® WATER MANHOLE <br />TELEPHONE MANHOLE <br />® UTILITY MANHOLE <br />® ELECTRIC MANHOLE <br />—WWATER SERVICE <br />—S SANITARY SERVICE <br />HANDICAP PARKING <br />,VICE @ 1.1 % MIN. <br />�'� DIRECTION OF FLOW <br />SPOT ELEVATION <br />NED WATER SERVICE �—e2�• CONTOURS raid <br />>— SANITARY SEWER <br />»— STORM SEWER <br />WATERMAIN <br />FM FORCEMAIN rY <br />BEND -->> DT— DRAINTILE D>DT— <br />SILT FENCE <br />° CURB & GUTTER <br />RETAINING WALL <br />7 � TREELINE � <br />NOUT x X — — — — — EASEMENT LINE — — — — — <br />: 813.5 — — — — SETBACK LINE — — — — <br />�VERT X X— FENCE LINE — <br />X-R-ATION <br />TEL— UNDERGROUND TELE <br />ANITARY �aA9___ UNDERGROUND GAS <br />.1 % MIN. OH— OVERHEAD UTILITY <br />DMBINED WATER SERVICE " FO— UNDERGROUND FIBER OPTIC <br />X. SAN. SERVICE I ---ME— UNDERGROUND ELECTRIC <br />X. SIZE, INVERT ATV— UNDERGROUND CABLE TV <br />x <br />PROPERTY LINE <br />—x x <br />CONIFEROUS TREE <br />x <br />I <br />31NED FIRE & DOMESTIC,, <br />DECIDUOUS TREE <br />'R SERVICE STUB g a x PARKING COUNTS Q <br />UTILITY NOTES <br />1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER <br />THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT <br />, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), <br />2013 EDITION. <br />2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION <br />SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. <br />3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND <br />LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT <br />AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN <br />THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. <br />4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5, FROM THE BUILDING FACE <br />UNLESS OTHERWISE NOTED. <br />5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED <br />BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE NOTED. <br />6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE <br />REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE <br />CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM <br />SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED <br />WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. <br />7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS <br />OTHERWISE NOTED. <br />8. PROPOSED PIPE MATERIALS: <br />SANITARY SEWER PVC SDR 35 4" DIAMETER <br />WATERMAIN DUCTILE IRON PIPE 6" DIAMETER <br />9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 4" PVC SDR 35. <br />10.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE <br />BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, CHAPTER 4714. <br />11.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE <br />MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE <br />WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. <br />12.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: <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 />13. PROVIDE SURVEYED SANITARY SEWER INVERTS TO ENSURE MINIMUM SLOPE OF 1.1 % IS MAINTAINED. PROVIDE <br />INVERT ELEVATIONS TO CITY AND DESIGN ENGINEER TO VERIFY PROPER INSTALLATION. <br />■7 <br />loomNo <br />PLAINFORCE <br />ARCHITECTURE + DESIGN <br />4931 West 35th Street <br />Suite 200 <br />St. Louis Park, Minnesota <br />952.541.9969 <br />planforcegroup.com <br />OTTER LAKE <br />ANIMAL CARE <br />CENTER <br />6848 OTTER LAKE RD, <br />HUGO, MN 55038 <br />►rl <br />BUILD <br />■u LOUCKS <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 />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 />Jonathan J. Donovan - PE <br />License Ni). 44613 <br />Date 03-02-22 <br />Loucks Project Ni). <br />18615 <br />Project Lead <br />JJD <br />Drawn By <br />TRIG <br />Checked By <br />VIVA <br />Review Date <br />04-11-22 <br />NO. Print History Date <br />01 SITE PLAN REVIEW 03-24-22 <br />02 CITY COMMENTS O4-11-22 <br />NO. Description Date <br />UTILITY PLAN <br />Project <br />18615 <br />Drawn <br />Checked <br />TRG <br />JJD <br />C4-1 <br />14. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR 16" TAPPING TEE. <br />15. TRAFFIC GRADE CAP TO BE PROVIDED ON SANITARY CLEANOUT <br />OTTER LAKE ANIMAL <br />CARE CENTER <br />6848 OTTER LAKE RD, HUGO, MN 55038 <br />