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C4-3 FOUNDATION DRAINTILE PLANa v 5 CL CL am F� zm c� F� C 5 z o L M� I � I / I / \r(/ \ �I vo \ •�.v.••N. 1 + CB --- .30 B-- .30 IN 980 S I INV= I INV- N CB I RIM=967.88 f SMH / O RIM=963.38 / INV=0.00 OSMH / RIM-963.21 INV=0.00 / / 02, EE - \w`� FINISHED FLOOR ELEVATION FOUNDATION (SEE STRUCTURAL) 4' DIA. HOLE TYPICAL 2" MIN. 6" MIN. 2" MIN. TRENCH DETAIL COARSE FILTER AGGREGATE MNDOT 3149.2H 6" PERFORATED PVC PIPE PIPE DETAIL NOTE: SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. NOT TO SCALE LOUCKS PLATE NO. EXTERIOR FOUNDATION DRAINTILE DETAIL gMA -------------- ' t- ' _��� 1- r �ly+�i�Cl����i►�lli�i�ll�y�iiiiri'�11►Yr�1N�� r�. A I I ro \2"R� 12"RCP CB 77 SIMH tl PoM=974 88 ^ 6 RI M=976.56 /�> INV=971.2 / x / IEV=997722.4il =./� a INV=971. S a I NV 971.48 I I �, t o INV -971. I I I ^>„R� I I I I I I�-I I�I�I ISI SMH IRIM -978 96 INV=958.92 CB > < RIM=977.m I I I I I I I I I I I z>>�>> 18'RCP >> >> - » OB RIM=976.04 INV=969.69(N INV -969 5 N I I I I v00 H DRAWN 3/2018 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 PROPoaEo SANITARY MANHOLE • STORM MANHOLE O ® CATCH BASIN CULVERT 94 HYDRANT DQ GATEVALVE H 61w POST INDICATOR VALVE ®PSV 0 LIGHT POLE 0 POWER POLE SIGN v � BENCHMARK SOIL BORINGS- ® WATER MANHOLE (D 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 --- 44- I WATERMAIN I FN FORCEMAIN F11 Ili) -DT- DRAINTILE ---s> DT - SILT FENCE CURB & GUTTER RETAINING WALL TREELINE EASEMENT LINE - - - - - -•-•-•• SETBACK LINE -•-•-•- X-' FENCE LINE -X X- UNDERGROUND TELE W. UNDERGROUND GAS 01- OVERHEAD UTILITY FO- UNDERGROUND FIBER OPTIC -ELF UNDERGROUND ELECTRIC STV- UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q BLUFF CREEK OVERLAY DISTRICT E/ 7-3 1 - I i A 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 L04 M will 160 to] 112 164 1 8077 CENTURY BLVD CHANHASSEN, MN 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. LoUCKS 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE PLANNING BUILDING FACE UNLESS OTHERWISE NOTED. CIVIL ENGINEERING 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS LAND SURVEYING REQUIRED BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE NOTED. LANDSCAPE ARCHITECTURE ENVIRONMENTAL 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH 7200 Hemlock Lane, Suite 300 MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM Maple Grove, MN 55369 SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH 763.424.5505 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 www.loucksinc.com ATTAINED. LOUCKS PROJECT NO. 17516 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: I HEREBY CERTIFY THAT THIS PLAN, WATERMAIN C900 PVC 6" TO 8" DIAMETER SPECIFICATION, OR REPORT WAS PREPARED BY SANITARY SEWER PVC SCH 40 6" DIAMETER ME OR UNDER MY DIRECT SUPERVISION AND STORM SEWER DUAL WALL HDPE 12" TO 18" DIAMETER THAT I AM A DULY LICENSED PROFESSIONAL PERFORATED PVC 4" TO 6" DIAMETER ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 6" PVC SCH 40. Trevor D. Gruys - PE Printed Name 10. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF UNDERGROUND DETENTION SYSTEM FOR ENGINEER'S REVIEW. Signature 11.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 05/03/19 53706 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, CHAPTER 4714. Date Lic # 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 Issue Record BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 06-15-18 CITY SUBMITTAL 13.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, 06-19-18 WATERSHED SUBMITTAL CHAPTER 4714: a. PIPES 4 -INCH TO 10 -INCH IN SIZE MUST COMPLY WITH AASHTO M252. 07-12-18 WATERSHED RESUBMITTAL b. PIPES 12 -INCH TO 60 -INCH IN SIZE MUST COMPLY WITH ASTM F2306. C. ALL FITTINGS MUST COMPLY WITH ASTM D3212. 07-27-18 WATERSHED RESUBMITTAL d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 08-02-18 CITY RESUBMITTAL 08-03-18 GMP PRICING SET ........................••••••• 05-03-19 CITY SUBMITTAL 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. Z Sheet Title O UTILITY PLAN Z FOUNDATION DRAINTILE O Sheet Information O LL Z Date 0C4.3 LL 2019-05-03 ©2009 BOH & Youep Spore Dow