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roJects R2 \borders \dwg \ENG \22x34engdwg 02/15/2002 10:36.35 AM CST o2003 Westwood Professional Services. Inc. r e/d - • w•r . A A l/-\I.' A. r•�r YVI ).■-■ • /A "r Y\/ .l /if,/ IIA /A \/ ^)I % +l rT r'.l IA / I. \• L-.11 �� A •n ..v\./IYIs r .r7/vr7rrn r • ry if')I '-vi • � " -rrr1, . 1.. -I r • • LAKE' DRIVE • .(C: S.A.H. NO. • ONE WAY —sAx- r4. � CONNECT.40 EXISTING MANHOLE. '- U,CT 1 OUTSIDE DROP. I.E. - 906.38 (UPPER_ LE.- 894.38 (LOWER j •� CBMH + �� ' R.E.- 911.814 (j Tn LE.- 908.49 P.) �T C N N1 38'57°W CB 5 R.E -'12.2 I.E. •'.5 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651 - 454 -0002 Mn. Toll Free 1- 800 -252 -1166 UTILITY CONSTRUCTION NOTES: A. THE CONTRACTOR IS SPE WICALLY CAUTIONED THAT THE LOCATIONS AND /OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE CONSIDERED EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. B. THE CONTRACTOR MUST CALL. GOPHER STATE ONE CALL AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATION OF UTIUTIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALUNG GOPHER STATE ONE CALL AT 851- 454 -000% OR 1- 800 - 252 - 1166. C. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL. STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED IMTH THE OWNER. D. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DOORWAYS. RAMPS. TRUCK DOCKS. PRECISE BUILDING DIMENSIONS AND BULDING UTILITY CONNECTIONS E. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS AND OTHER SERVICE UNES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE SERVICE UNE CONSTRUCTION LPTH THE UTIUTY COMPANIES. F. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITYS REQUIREMENTS AND THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS EXCEPT AS MODIFIED HEREIN: 1. WATER LINES AND SANITARY SEWER MAIN SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED PRIOR TO COMMENCING AU. UTIUTY CONSTRUCTION. 2. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATERMAIN BELONGING 17) THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBUC WILL BE THE UABIUTY OF THE CONTRACTOR. 3. WATERMAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS FITI1NGS REQUIRED TO CONSTRUCT WATERMAIN SHALL BE INCLUDED IN WATERMAIN CONSTRUCTION. 4. ALL WATERMAIN SHALL BE POLY WRAPPED IF REQUIRED BY CITY STANDARDS. 5. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT AU. WATERMAAN CROSSINGS WITH SANITARY SEWER OR STORM SEWER. 6. SANITARY SEWER PLUGS AND CAPS SHALL BE SECURELY INSTALLED AT THE END OF SERVICE UNES TO ALLOW FOR PRESSURE TESTING OF SANITARY SEWER MAINS. 7. UTILITY SERVICES TYPICALLY TERMINATE 5 OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 8. EMBANKMENT MATERIAL PLACED BENEATH THE BUILDING SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOLS ENGINEER. 9. EMBANKMENT MATERIAL PLACED BENEATH THE STREET OR PARKING AREA SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN THE CURRENT MN/DOT 'STANDARD SPECIFICATION FOR CONSTRUCTION" SECTION 2108.3F1 AND THE REQUIREMENTS OF THE SOILS ENGINEER. \ 10. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD OR STREETS OR PARKING AREA, SHALL BE COMPACTED IN \ ACCORDANCE WI1H REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MN/DOT 2105.3F2. 11. DISINFECTION AND PRESSURE TESTING OF WATER UNES SHALL BE PERFORMED AND PAID FOR BE THE CONTRACTOR \ UNDER SUPERVISION OF A REPRESENTATIVE OF THE CITY WATER DEPARTMENT. CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 24 HOURS PRIOR TO ANY TESTING. THE COMPLETED WATERMAINS SHALL BE DISINFECTED FOR 24 HOURS VATH 50 PPM AVAILABLE CHLORINE. AT THE END OF THE DISINFECTION PERIOD, THE RESIDUAL SHALL BE AT LEAST 10 PPM WITHIN THE WATER MAIN. WATERMAIN SHALL BE PRESSURE TESTED AT 200 PSI FOR 2 HOURS OR THE REQUIREMENTS OF \\THE CITY. G. ALLVMATERIALS SHALL BE AS SPECIFIED IN THE CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN: 1. MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 28' -15" =a a50% RCP 88•-12 RCP , .. "• CT. TO '.. 0 0.40% • QISTING 8 ": •'Pur sV-+ R -173 47,85-(PVC fug —me :i}.rs DE SOLID LINE— PMN�('IYP _ _ _.sro- ,,.- -- _rn C� -Th7\4I'N\N 0 REMOVE EXISTING CONCRETE CURB & GUTTER TO PROVIDE FOR NEW CONSTRUCTION. ® REMOVE EXISTING CONCRETE WALK TO PROVIDE FOR NEW CONSTRUCTION. 03 CONSTRUCT CONCRETE WALK AND PED RAMPS - SEE DETAILS 0 CONSTRUCT CONCRETE PAVEMENT - SEE DETAILS 05 CONSTRUCT BITUMINOUS PAVEMENT - SEE DETAILS © CONSTRUCT 8612 CONCRETE CURB & GUTTER - SEE DETAILS 2. AU. WATER UNES SHALL. BE DUCTILE IRON, CLASS 52 PATH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" - - FROM SANITARY SEWER & STORM SEWER. INSULATE WATERMAIN IF LESS THAN 7.5' OF COVER. 3. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT. WITH 4 INCHES OF THICKNESS 4. ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. DUCTILE IRON PIPE, CLASS 52 SHALL BE USED FOR DEPTHS GREATHER THAN 30 FEET. �''5. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 UNLESS OTHERWISE NOTED)) PATH R -4 GASKETS, OR HOPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HOPE STORM PIPE SHALL MEET REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SONS, FLAGGERS AND UGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR 10 PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA HIGHWAY DEPARTMENT STANDARDS. AERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE NG UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE SOILS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER VATH AN AS -BUILT RECCRD OF AS-BUILT 'SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST- CONSTRUCTION ELEVATIONS IS EXISTING SANITARY SEWER — 4 — WATER HYD. W/VALVE STORM SEWER —<IC— PROPOSED SANITARY SEWER — • -- WATER — I-- HYD. W/VALVE STORM SEWER — 44 — DENOTES AREA OF HEAVY -DUTY PAVEMENT A_ DENOTES APPROXIMATE SOL Y BORING LOCATION - FROM PS REPORT, DATED 3/24/03 SURFACE ANALYSIS IMPERVIOUS 39,824.41 (81%) PERVIOUS 9,639.35 (19%) TOTAL SITE ARE - 49,461.74 1 1 7 Westnwoagram od Ddee Professional Services, Inc. 7599 A Eden Prairie, MN 55344 Phone: 952/937 -5150 Far 952/937 -5822 I Lea, call* MOM= de Ard m. I -/ • d* aaerd ess. AL iIOWR de a "M Neu S. dlaer•LL Dardel AL Parka, PS Dabs 4/14/03 (lofts N.. 18919 Prepared for: Discount Tire Company, Inc. 20225 AL Scottsdale Road Scottsdale, Arizona 85255 Discount Tire Lino Lakes, Minnesota A -9 20031026.00SPP.DWG Deco 4/14/03 shed: C3 OF C5 Drainage, Site, As Utility Plan