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GENERAL NOTES <br />1. FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT <br />612 252 9070 <br />DEVELOPER <br />PLATINUM LAND MN, LLC <br />CBMH 108 <br />RIM 891 11 <br />INV 884 45 <br />48" DIA <br />R-2560 <br />PER CITY DETAIL STO-3 <br />CBMH 107 <br />RIM 891 03 <br />INL(N) 88373 <br />INV 88333 <br />48" DIA <br />R-2560 <br />PER CITY DETAIL STO-3 <br />)D FENCE <br />X <br />© LANDFORM 2021 <br />MH 3 <br />BUILD 186' <br />RIM 891 94 <br />INL (N) 873 47 <br />INL (E) 873 60 <br />INV 87337 <br />48" DIA <br />1733 SERIES CITY DETAIL SEW -2_ <br />-2 — <br />L- <br />%u- <br />I <br />0 <br />� N <br />CBMH 307 <br />RIM 89300 <br />INL(S) 88941 <br />INV 88741 <br />48" DIA <br />R-3067 <br />ER CITY DETAIL STO-2 <br />32' - 15" RCP @ 0 3% <br />CBMH 308 <br />RIM 898 59 <br />INL(E) 89494 <br />INV. 889.94 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STO-2 <br />32-12"RCP @03% <br />MH 2 <br />BUILD 297' <br />RIM 901 23 <br />INL (N) 872.00 <br />INL (E) 871 68 <br />INV 871 58 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />32-12"RCP @03% <br />CBMH 105A <br />RIM 889 49 <br />INL (E) 882 83 <br />INV 88243 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STO-2 <br />64' - 18" RCP @ 0 3% <br />____ » <br />OE OE OE Sim� T6 <br />CBMH 106 <br />RIM 88510 <br />INL(N) 88266 <br />INV 882 46 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STO-2 <br />MH 1 <br />BUILD 189' <br />RIM 88903 <br />INL(N) 87022 <br />INL (E) 872 50 <br />INV 87012 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />SEE SHEET C4,3 <br />L O C K <br />CB 305A <br />RIM 891 50 <br />INV 887 46 ` <br />2X3 .—G <br />---------- <br />R-3067 <br />1 CB 304A <br />RIM 890 51 <br />INV 8869� <br />7 <br />R-3067 <br />PER CITY DETAIL STO-1 <br />PER CITY DETAIL STO-1 - <br />- 6 <br />32-12"RCP @03% <br />150' - 8" PVCSSnDR-35 <br />N <br />CBMH 305 <br />RIM 891 50 <br />INL (SW) 88717 <br />INL (N) 887 37 <br />INV 886 97 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STO-� <br />CBMH 306 <br />RIM 89292 <br />INL(W) 88732 1 <br />INV 88732 <br />48" DIA <br />R-3067 <br />L PER CITY DETAIL STO-2 <br />STREET B <br />CB 303A <br />RIM: 889 45 \ <br />2 INV 886 28 \ <br />R-3067 <br />IT�DETAIL STO-1 <br />—G- <br />- 32'-12"RCP @0 <br />% <br />10 <br />00' - "pvc SDR-3s <br />STREET C ° <br />0.3/0 <br />MH 16 <br />BUILD 16 9' <br />RIM 891 14 <br />INL(E) 87430 <br />INV 87420 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />GB 208 <br />RIM 899 47 <br />INV 89525 <br />2X3 <br />R-3067 <br />PE R CITY DETAIL STO-1 <br />32' _ 12" RC @ 0 3% �\ <br />25 24 <br />BLOCK._ <br />CB 105B <br />RIM 88950 <br />INV: 882 93 <br />2X3 <br />R-3067 <br />PER CITY DETAIL ST D-1 <br />33' - 8" PVC SDR-35 <br />NV 86999 <br />— 3".15FP VVATRIVRffN =�- <br />400' - 8" PVC SDR-35 <br />8' DIP WATERMAIN <br />cnrt <br />284' "RG ,3o,°a 73 RD AVENUE N <br />32-12"RCP @03% <br />CBMH 104 <br />RIM 88423 <br />INL (W) 881 19 <br />INL (N) 881 79 <br />INV 88099 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STO-2 <br />--G <br />CBMH 303 <br />RIM 889 44 <br />INL (W) 885 78 <br />INL (N) 88618 <br />INV 885 58 <br />48" DIA <br />R-3067 <br />E" CITY DETAIL STO-2 <br />CBMH 304 <br />RIM: 890 51 <br />INL(W) 88649 <br />INL(N) 88689 <br />INV 886 49 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STC <br />MH 9 <br />BUILD 25 9' <br />RIM 899 08 <br />INL (E) 873 32 <br />INV 873 22 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />CBMH 207 <br />RIM 89947 <br />INL (N) 89516 <br />INV 89476 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL ST <br />3 <br />CB 104A <br />RIM 884 98 <br />INV 881 88 <br />2X3 <br />R-3067 <br />PER CITY DETAIL STO-1 <br />cnFRGE OF GRAVEL-t.ut <br />izs,iswmaiP <br />268' - 24" RCP @ 0.3% <br />G <br />G— <br />G \ \ ''`-NORTHERN NATURAL GAS CO. EASEMENT PER D( <br />MH 21 <br />BUILD 150' <br />RIM 88911 <br />INL(E) 87420 <br />INV 87410 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />32' - 12" RCP @ 0 3% <br />1 <br />175' - 8" PVC SDR-3 <br />MH 17 <br />BUILD 14 1' <br />RIM 889 60 <br />INL(E) 87560 <br />INV 87550 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SE <br />325' - 8" PVC SDR-35 <br />320' -18" RCP4 0.3% <br />6 <br />13 <br />20 <br />31 <br />340't- 8" PVC SDR-35 cCAN <br />SEE SHEET C4.1 <br />2. PIPE MATERIALS <br />WATERMAIN <br />WATER SERVICE <br />SANITARY SEWER <br />SANITARY SEWER SERVICE <br />STORM SEWER <br />UTILITY NOTES <br />DIP C L 53 (6") , DIP C L 52 (8") <br />1" COPPER TYPE K (ASTM B88) <br />8" PVC SDR 35 - 0' t013, SDR 26 - 13' to 25' <br />(ASTM D3034, D2665, & F891) <br />4" PVC SCHEDULE 40 (ASTM D1785, D2665, F794, & F1866) <br />RCP 12"-18" CLASS 5 (ASTM C76) <br />3. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL UTILITY POINTS OF CONNECTION PRIOR TO <br />CONSTRUCTION OF ANY PROPOSED UTILITIES CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF THERE IS ANY <br />DISCREPANCY <br />4. CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS (INCLUDING PRIVATE UTILITIES) PRIOR TO CONSTRUCTION OF NEW <br />UTILITIES TO VERIFY DEPTHS OF EXISTING LINES CONTACT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE <br />DISCOVERED <br />5. PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF END SECTION. <br />6. INSTALL TRACER WIRE WITH ALL NON-CONDUCTIVE UTILITIES <br />7. CONNECT TO CITY UTILITIES IN ACCORDANCE WITH CITY OF RAMSEY STANDARDS. <br />8. CONTACT THE CITY OF RAMSEY UTILITIES, AT 763 433 9861 FOR FLUSHING AND PRESSURE TEST INSPECTIONS <br />9. COORDINATE WITH PRIVATE UTILITIES TO PROVIDE ELECTRIC, NATURAL GAS, AND COMMUNICATIONS SERVICES TO <br />EACH PAD <br />10. ADJUST STRUCTURES TO FINAL GRADE WHERE DISTURBED. COMPLY WITH REQUIREMENTS OF UTILITY MEET <br />REQUIREMENTS FOR TRAFFIC LOADING IN PAVED AREAS <br />11. COORDINATE WITH THE CITY ON THE RESTORATION OF THE STREET AFTER ALL PATCHES ARE INSTALLED. <br />NORTH <br />Know what's Below. <br />Call before you dig. 0 50 100 <br />Vmiumml <br />5191 159TH AVE NW <br />ANDOVER, MN 55304 <br />TEL 763-301-4550 <br />MUNICIPALITY <br />PROJECT <br />NORTH BROOK <br />MEADOWS <br />RAMSEY, MINNESOTA <br />ISSUE 1 REVISION HISTORY <br />CONTACT ENGINEER FOR ANY PRIOR HISTORY <br />DATE <br />ISSUE / REVISION <br />REVIEW <br />16 JUL 2021 <br />PRELIMINARY PLAT SUBMITTAL <br />CNC <br />CERTIFICATION <br />I hereby certify that this plan was prepared by me or a uperVision, and that I am <br />a duly Licensed Professional Engineer un e�w ate of MINNESOTA <br />0 1?‘ <br />O O� <br />Randall Hedldnd //��f <br />ci <br />License No 1957�O ♦��at1�./ <br />Signature shown is a digital repro <br />Landform Professional Servi <br />f o inWe signed copy of this plan on file at <br />ands available upon request <br />IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT <br />VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED <br />READABILITY AND IS NO LONGER A VALID DOCUMENT PLEASE CONTACT <br />THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS <br />PRELIMINARY PLAT <br />07/16/2021 <br />• <br />A FORM <br />From Site to Finish <br />105 South Fifth Avenue <br />Suite 513 <br />Minneapolis, MN 55401 <br />Tel: 612-252-9070 <br />Fax: 612-252-9077 <br />Web: landform.net <br />FILE NAME <br />C402PLM001.dwg <br />PROJECT NO. <br />PLM20001 <br />UTILITIES (SOUTHEAST) <br />C4.2 <br />Landforeand Site to Finish®are registered service marks of Landform Professional Services, LLC <br />