Loading...
C4-1 SANITARY & WATERMAIN PLAN\ \r(/ vo \ FA a J� / `0 V STORM BOTTOM OF PIPE=968.8 RIM -9710 ' SANITARY TOP OF PIPE=958.8± 971.59 , 107 LF -6" PVC @ 2.00%--% 19(SA-) CORE DRILL INTO— EXISTING SANITARY MANHOLE INV=957.97± (VERIFY INVERT & SIZE) 8 LF -8 PVC WATERMAIN h WET TAP EXISTING 12" DIP WATERMAIN (VERIFY TYPE & SIZq I I I 8" GATE VALVE 11.25 DEG. 8" BEND WM BOTTOMF PIPE=96 .83± SANITARY TOP kF PIPE=958.64± DEFLECT W AS NEEDED TO MAINTAIN 18" VERTI AL SEPARATION-" I I I I SMH / O RIM=963.38 / INV=0.00 OSMH / RIM-963.21 INV=0.00 0 WM TOP OF PIPE=966.21± DEFLECT WM AS NEEDED TO MAINTAIN 18" VERTICAL SEPARATION WL — .. —WL %.w_ X—X— X—X- 0 30 60 -N- SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. CIVIL LEGEND omw PROPOWID SANITARY MANHOLE • STORM MANHOLE O ® CATCH BASIN CULVERT 94 HYDRANT DQ GATEVALVE H 61w POST INDICATOR VALVE OPIV 0 LIGHT POLE 0 POWER POLE SIGN v � BENCHMARK SOIL BORINGS_ ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE 4D ELECTRIC MANHOLE *_ WATER SERVICE S SANITARY SERVICE HANDICAP PARKING & got DIRECTION OF FLOW SPOT ELEVATION i.i CONTOURS !'ot/✓ SANITARY SEWER > STORM SEWER I WATERMAIN FM FORCEMAIN X11 Ili) --DT— DRAINTILE ---s> DT— SILT FENCE CURB & GUTTER RETAINING WALL TREELINE EASEMENT LINE — — — — — —•—•—•• SETBACK LINE—•—•—•— X�' FENCE LINE —X X— UNDERGROUND TELE �/. UNDERGROUND GAS —OFI— OVERHEAD UTILITY FO— UNDERGROUND FIBER OPTIC -ELF UNDERGROUND ELECTRIC -CTV— UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q BLUFF CREEK OVERLAY DISTRICT E/T 3 1 — 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 CLAM 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 BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: WATERMAIN SANITARY SEWER STORM SEWER C900 PVC PVC SCH 40 DUAL WALL HDPE PERFORATED PVC 6" TO 8" DIAMETER 6" DIAMETER 12" TO 18" DIAMETER 4" TO 6" DIAMETER 9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 6" PVC SCH 40. I O.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF UNDERGROUND DETENTION SYSTEM FOR ENGINEER'S REVIEW. 11.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. 12.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 13.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: 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. d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 V TOLL FREE: 1-800-252-1166 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. I s ung interiors I architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information 14 160 11 609Mwo160to] 112 � 8077 CENTURY BLVD CHANHASSEN, MN :1 LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 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. Trevor D. Gruys — PE Printed Name Signature 05/03/19 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL 06-19-18 WATERSHED SUBMITTAL 07-12-18 WATERSHED RESUBMITTAL 07-27-18 WATERSHED RESUBMITTAL 08-02-18 CITY RESUBMITTAL 08-03-18 GMP PRICING SET 05-03-19 CITY SUBMITTAL Z Sheet Title 0 UTILITY PLAN Z SANITARY SEWER & 0 WATERMAIN Sheet Information 0 LL Z Date 0C4. 1 LL 2019-05-03 ©2009 WN & Youep Spore D@@We