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IL—VVY JJ <br />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 />SEE SHEET C4.3 <br />© LANDFORM 2021 <br />)2 <br />• <br />IE=882 96 <br />UE UE UE UE UE uF E <br />6 o G <br />175TH AVENUE <br />of - <br />,-EX BUILDING <br />i <br />/ <br />GM <br />l I <br />0E <br />IE=884 98 -- <br />UE <br />0 <br />1/1 <br />Nimm STS94' - 24" RCP @ 0.3% <br />� <br />5 <br />\ <br />—G <br />G 1\ <br />NORTHERN NATURAL GAS <br />SB 4 <br />888 37 <br />8 pip WATERMAIN <br />3005 8 PVC SDR-35 <br />235' -18" IkCP @ 0. <br />CBMH 303 1 <br />RIM 889 44 <br />INL (W) 88578 <br />INL (N) 88618 <br />INV 885 58 <br />48" DIA <br />R-3067 <br />CITY DETAIL STO-2 <br />L <br />FES 500 <br />INV= 884 00 <br />Concrete Flared End Section <br />RIP -RAP PER DETAIL ERO-3 <br />2 <br />< <br />L_ <br />164'-15"RCP @0.3% <br />STS <br />MH 19 <br />BUILD 109' <br />RIM 89035 <br />INL (E) 879 50 <br />INV 879.40 <br />48" DIA 6 <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />BLOCK <br />CB 505A <br />RIM 88992 3 <br />INV 88606 <br />2X3 <br />R-3067 <br />PER CITY DETAIL ST -1 <br />32-12"RCP @03% 7 <br />CBMH 505 <br />RIM 889 75 <br />INL(E) 88577 <br />INL(N) 88597 <br />INV. 885 57 7 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STID-2 <br />3 OCS <br />RIM = 88817 <br />OCS 323 <br />OC 323 <br />RIM <br />886 00 <br />INFI 'r ION BASII't4FDIA <br />BOTTOM fOGRATE <br />S1 6BY I F0-16 <br />100-YRHWL=: ;:EVAIL6 <br />SEE DETAILS ON <br />B 303A — <br />RIM 88945 INV= 88400 \ <br />INV 886 28 Concrete Flared End Section <br />2X3 RIP -RAP PER DETAIL ERO-3 <br />R-3067 G \ \ \ <br />PER C1TY-DEtAIL STO-1 ��G <br />��� <br />G <br />0. EASEMENT PER DOC. NO. 572 32' - 21" RCP @ <br />-12"RCP@03% <br />MH 17 <br />BUILD 141' <br />RIM 88960 <br />INL (E) 875 60 <br />INV 87550 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />6 <br />FES 300 <br />BLOCK <br />4 <br />—MH 18 <br />BUILD 12 4' <br />RIM 888 72 <br />INV. 876 30 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />CBMH 302 <br />RIM 88897 <br />INL (W) 884 <br />—INV 88473 <br />48" DIA <br />R-3067 <br />PER CITY • <br />9 <br />T <br />CB 507 <br />RIM 891 50 <br />INV 88656 <br />2X3 <br />R-3067 <br />PER CITY DETAIL STO-1 <br />5 <br />/ <br />32' - 12" RCP @ 0 3% <br />CBMH 506 <br />RIM 891 50 <br />INL(N) 88646 <br />INV 886 26 <br />48" DIA 8 <br />R-3067 <br />PER CITY DETAIL S <br />MH 322 <br />RIM 88787 <br />INL(W) 88570 <br />INV 885 70 <br />48" DIA <br />PER CITY DETAIL STO-3 <br />MH14 <br />BUILD 105' <br />RIM 89201 <br />INL (N) 881 60 <br />INV 881 50 <br />0- 48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />CBMH 209 <br />RIM 889 37 <br />INL (E) 885 75 <br />INV 88555 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STO-2 <br />-------CBMH301 <br />---- RIM 88910 <br />IN(8) 84 63 <br />� INVV 88443 <br />F <br />/ <br />/ <br />/ <br />73 <br />TAIL STd-2 <br />� I <br />/ <br />/ <br />/ <br />/ <br />/ <br />MH 20 <br />BUILD 106' <br />RIM 893 05 <br />INV 882 50 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL <br />SEE SHEET C4.1 <br />INFILTRATION BASIN 3P <br />BOTTOM = 884 0 <br />STORAGE = 30,127 C F <br />100-YR H W L = 886 96 <br />OF ) <br />OCS 521— <br />OCS <br />RIM = 88717 <br />FES 520 <br />INV= 884 82 <br />Concrete Flared End Section <br />RIP -RAP PER DETAIL ERO-3 <br />MH 15 <br />BUILD 108' <br />RIM 89346 <br />INV.88270 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />FES 320 <br />INV= 884 60 <br />Concrete Flared End Section <br />RIP -RAP PER DETAIL ERO-3 <br />8 I <br />I0 <br />® CTS <br />MH 321 <br />RIM 887 30 <br />INL (W) 88513 <br />INV 88513 <br />48" DIA <br />PER CITY DETAIL STO-3 <br />32' - 15" RCP @ 0 3% <br />�I\ <br />CB 210 <br />RIM 88950 <br />INV 88585 <br />2X3 <br />R-3067 <br />PER CITY DETAIL STO-1 <br />BUILD 12 5' <br />RIM: 889 23 <br />INL (N) 878 55 <br />INV 87677 <br />48" DIA <br />1733 SERIES <br />nITA SEW-2 <br />176' - 12" RCP @ 0.3% <br />12 <br />I <br />0 <br />0 <br />0 <br />0 <br />0 <br />HH <br />0 <br />0 <br />>I <br />—J <br />HH <br />HH <br />0 <br />i <br />i <br />1- <br />IE=885 00 <br />' IE=88493 <br />I IX I —I-- <br />F.—I1 11A1 <br />L< L_ 1 ,1 1 I <br />n r-. r-. I —I— I/, n I <br />L\ L 11 I I 1 I I 1 1\ 1 <br />`A/I Al <br />UTILITY NOTES <br />2. PIPE MATERIALS <br />WATERMAIN <br />WATER SERVICE <br />SANITARY SEWER <br />SANITARY SEWER SERVICE <br />STORM SEWER <br />DIP CL53(6"), DIP CL52(8") <br />1" COPPER TYPE K (ASTM B88) <br />8"PVC SDR35-O'to13', 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 />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 PRELIMINARY PLAT SUBMITTAL <br />CNC <br />CERTIFICATION <br />I hereby certify that this plan was prepared by me, or ctSupervision, and that I am <br />a duly Licensed Professional Engineer un\ <br />Randall HedQ� <br />License No 195 <br />ate of MINNESOTA <br />Apr pN <br />at`10 <br />Signature shown is a digital reprof oinWe signed copy of this plan on file at <br />Landform Professional Servi <br />antis 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 />• <br />• <br />LANDFORM <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 />C404PLM001.dwg <br />PROJECT NO. <br />PLM20001 <br />UTILITIES (SOUTHEAST) <br />C4.4 <br />Know what's Below. <br />CaII before you dig. 0 50 100 <br />Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC <br />