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CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CHECKED BY: DATE: DRAWN BY: PROJECT: REVISIONS: ZHW NMM 15328B 02/24/17 NUMBER DATE License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Nicholas M. Mannnel - PE 45861 09/12/16 LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL RENOVATION AND ADDITIONSLINO LAKES ELEMENTARY SCHOOL - FOREST LAKE AREA SCHOOL725 MAIN STREETLINO LAKES, MN 55014RCWD Submittal 08/19/16 CUP City Submittal 09/12/16 RCWD Resubmittal 09/23/16 Bid Set 12/19/16 Addendum 3 01/23/17 RCWD Resubmittal 02/24/17 RCWD Resubmittal 03/01/17 City Resubmittal 05/15/17 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE 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 FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 0 30 60 UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 7.PROPOSED PIPE MATERIALS: WATERMAIN DIP 6" TO 8" DIAMETER STORM SEWER RCP/DUAL WALL HDPE/PVC 8" TO 24" DIAMETER STORM SEWER ARCH RCP 24" ROUND DIAMETER EQUIVALENT 8.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, CHAPTER 4714, SECTION 1109.0 9.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714, SECTION 719.6). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES (SEE MINNESOTA RULES, CHAPTER 4714, SECTION 301.2). 10.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4714.0540: a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c.ALL FITTINGS MUST COMPLY WITH ASTM D3212 (SEE MINNESOTA RULES, CHAPTER 4714, SECTION 301.2). d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. e.INSTALLATION MUST COMPLY WITH ASTM D2321. 11.PVC STORM WATER PIPE MUST COMPLY WITH ASTM D3034. ASTM F679 PVC EXTERIOR STORM WATER PIPING MAY BE INSTALLED (SEE MINNESOTA RULES, CHAPTER 4714, SECTION 301.2). 12.HAND EXCAVATE ENTIRE LENGTH OF FIBER OPTIC LINE TO ENSURE NO DISRUPTION OF SERVICE OR DAMAGE TO CABLE OCCURS. 13.DUCTILE IRON PIPE (DIP) WATER SERVICES OR BUILDING SUPPLY LINES MUST MEET AWWA C151 (SEE MINNESOTA RULES, CHAPTER 4714, TABLE 604.1). 14.REINFORCED CONCRETE PIPE (RCP) STORM SEWERS COMPLYING WITH ASTM C76 MAY BE INSTALLED (SEE MINNESOTA RULES, CHAPTER 4714, SECTION 301.2). CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS OR CONNECTIONS TO EXISTING LINES HAVING SUCH JOINTS. CB 10 48" PRECAST STMH 20 CB 30 CBMH 40 STMH 50 STMH 60 R-3067 STMH 80 STMH 90 STMH 70 48" PRECASTR-1642 60" PRECASTR-1642 R-1642 60" PRECAST R-1642 60" PRECAST R-1642 48" PRECAST 60" PRECAST 48" PRECASTR-3067 R-1642 CB 9 STMH 8 STMH 5 CB 4 CBMH 3 CBMH 6 48" PRECASTR-1642 SEE DETAIL R-3067 48" PRECASTR-1642 48" PRECAST CB 11 24" STORM SEWER SCHEDULE STRUCTURE NO.CASTING MANHOLE SIZE CB 1 24"NYLOPLAST STMH 2 STMH 22 R-2534 STMH 21 48" PRECASTR-1642 STMH 23 48" PRECASTR-1642 SEE DETAIL CB 91 24" CBMH 19 CB 83 CB 82 CB 81 24" 24" 24"UTILITY PLANC4-1W:\2015\15328A\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 Utility PlanPlotted: 05 /16 / 2017 8:20 AMN STMH 7 R-2534 60" PRECAST NYLOPLAST NYLOPLAST NYLOPLAST NYLOPLAST NYLOPLAST 48" PRECASTR-1642 R-3067 24"NYLOPLAST 24"NYLOPLAST 24"NYLOPLAST STMH 12 48" PRECASTR-1642 48" PRECASTR-3067 STMH 24 48" PRECASTR-1642