07/30/2003 Env Bd Packet - Laserfiche WebLink

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CONSTRUCTION NOTES 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND LOCATIONS. 2. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS ANO FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LINO LAKES SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI /AWWA CL51/A21.5I AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI /AWWA C110/A21.10 OR ANSI /AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE THE CITY OF UNO LAKES. GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESIUENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES. BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI /AWWA Cl 11/A21.11. BEFORE BONG PLACED IN SERVICE. THE COMPLETED WATERMAN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. 6. SANITARY SEWER SHALL BE 8" AND 6" PVC - SDR -35 UNLESS NOTED DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R -1642 WITH 7 PE "B" COVER. MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE `KOR -N- SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK STRUCTURES. CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE. GROUT AROUND PIPE TO CLOSE OPENING. AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY INSPECTIONS NEEDED FOR CITY ACCEPTANCE. 7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R -3250 B WITH CURB BOX OR APPROVED EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R- 1733 TYPE "C" GRATE IN THE MIDDLE OF PARKING LOTS. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 0698.78 OR AASHTO 7 -99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF LINO LAKES. 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION /CONSTRUCTION FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA 651- 454 -0002 OR TOLL -FREE: 1 -800- 252 -1166. 12. CONTRACTOR SHALL NOTIFY THE CITY OF LINO LAKES 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST OBSERVE ALL WORK COMPLETED ON TOWN CENTRE DRIVE INCLUDING REMOVAL OF EXISTING BITUMINOUS PAVEMENT. EXCAVATION OF TRENCHES. PLACEMENT OF WATER MAIN AND SANITARY SEWER. UTILITY CONNECTIONS TO EXISTING UNES, BACKFILUNG AND PLACEMENT OF BITUMINOUS PAVEMENT. 13. CONTRACTOR SHALL INSTALL, INSPECT. MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. JANUARY 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH Mn /DOT SPECIFICATIONS. 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 16, GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. ECT TO EXISTING MH INSIDE DROP ECTION INV.- 896.63 pc. INV.- 883.15 LILAC S Y NO. 491 SAWCUT EXISTING CURB MA BLACKTOP ,. 15" FES INy. -905.6 15' FES NV. -905.8 40' 0 ;. REMOVE EXISTING STORM SEWER PIPE AND GRAVEL .DRIVEWAY. SCALE LEGEND 20 40 IN 60 FEET DENOTES BOUNDARY LINE DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER CONNECT TO EXISTING 12" , DIP WM WITH 12" xg" WETTAP AND 6" VALVE / / / SAN .$t 1 _.. ' RIM.906 5 as NV.- 897.28 RIM - 906132 CII Z IIV1/.903:01 E ;r... :Rr.: / RIM =906.32 NV .902,81 W " 104 12" RCP Y ; <0:, ® =903.32 0 • • O • H 6- a • 4 DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN DENOTES EXISTING SANITARY SEWER DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING DENOTES EXISTING STORM MANHOLE/ CB DENOTES PROPOSED STORM MANHOLE/ CB DENOTES PROPOSED FES / FES W /RIPRAP DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE DENOTES PROPOSED HYDRANT DENOTES PROPOSED GATE VALVE DENOTES EXISTING HYDRANT HYDRANT W/ GATE VALVE 01 NV.898.0 FL. ELEV.-908.00 FL. ELEV. = 908.00 O o° 1 . o L__ C8 3 RIM - 906.53 INV..902.64 68' 12' RCP 0 0.5 0 CB 4 RIM - 906.58 INV.- 903.48 OOCOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO6O00000000000000000000000000000000000• CONNECT TO EXISTING MH INV.-901.17 F: \Eng \63985 \001 \dwg \1100 \UTII.ITY.dwg, 06/09/2003 02:52:23 PM, CQIvinT, 1:2.18095 F WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS. PIPES, MANHOLES, VALVES. OR OTHER BURIED STRUCTURES BEFORE DIGGING HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. S.M.I. PROJECT NO. 63985 -001 WOODSTONE BUILDERS INC Lino Lakes Retail Lilac St. & Apollo Dr. Lino Lakes, Minnesota Mohagen Mir Hansen MEA Architectural milmin Group 1.15 E Wartoto BM 7.1952.473.1965 Suite 200 Fa•952A73.1340 TI•WHo WI 55391 w,r.mohoyNionoon.conl SCHOELL & MADSON, INC" MOWERS • SURVEYORS • PLANNING SOIL TESTING • ENVRONYENTAL SERVICES 10580 WAYZATA BOULEVARD. SUITE 1 MINETONKA MN 55305 (952) 548 -7601 FAX: (952) 546 -9065 .w.xhOdmodSon.00m 1 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 • • REGISTRATION NUMBER 80. DESCRIPTION DATE PROJECT NUMBER: . MAN BT: NECKED BY: DATE: . UTILITY PLAN C2