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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 />© LANDFORM 2021 <br />CBMH 108 <br />RIM 891 11 <br />INV 884 45 <br />nol' nin <br />0 <br />APPROXIMATE EDGE OF WETLAND <br />INFIL' ia11BASIN 2P <br />BO 0"6=4340 <br />STORAG 5,636 C F <br />100-YR H W L - :84 93 <br />nE <br />DGE OF FIELD LOCATED WETLAND <br />/ <br />STMH 405 <br />/ RIM 88850 <br />INL (SW) 88556 <br />/ INV 88536 <br />/ 48" DIA <br />/PER CITY DETAIL STO-3 <br />CBMH 406 <br />RIM 88919 <br />INL(E) 88604 <br />INV 88584 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STO-2 <br />MH4 <br />BUILD 157' <br />RIM 889 89 <br />INL (NE) 874 32 <br />INV 87422 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />MH 3 <br />BUILD 186' <br />RIM 891 94 <br />INL (N) 873 47 <br />INL(E) 87360 <br />INV 87337 --- <br />- 48"DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />OF DELINEATED WETLAND- <br />CBMH 404 <br />RIM 887 77 <br />INL (SW) 88520 <br />INV 885 20 <br />48" DIA <br />R-3067 <br />\PER CITY DETAIL STO-2 <br />32' - 12" RCP @ 0 3% <br />CBMH 307 <br />RIM: 893 00 <br />INL (S) 889.41 <br />INV 887.41 <br />48" DIA <br />R-3067 <br />'ER CITY DETAIL STO-2 <br />32' - 15" RCP @ 0 3% <br />i <br />MH 8 <br />BUILD 122' <br />RIM 888 76 <br />INL (N) 876 65 <br />INV 876 55 <br />48" DIA <br />1733 SERIES <br />ETAIL SEW-2 <br />MH 6 <br />BUILD 139' <br />RIM 88966 <br />INL (NE) 875 82 <br />INV 87572 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />55' - 18" RCP @ 0 3% <br />OE <br />Gt <br />Ole/ = _ UE <br />175TH AVENUE <br />BUILD 136' <br />RIM 88981 <br />INL(N) 87628 <br />INL (E) 877.61 <br />INV 87618 <br />48" DIA <br />1733 SERIES <br />\ CITY DETAIL SEW-2 <br />53' - 18" RCP @ 0 3% <br />/ \ <br />MH 5 <br />BUILD 143' <br />RIM 889 07 <br />INL(NE) 87482 <br />INV 874 72 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />CB 407 <br />RIM 889 33 <br />INV 88613 <br />2X3 <br />R-3067 <br />PER CITY DETAIL STO-1 <br />CBMH 403 <br />RIM 888 44 <br />INL (NW) 88510 <br />INV 88510 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL <br />CBMH 402 <br />RIM 88850 <br />INL (SW) 884 94 <br />INV 88454 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL <br />UE <br />STMH 501 <br />RIM 887 00 <br />INL(S) 88428 <br />INV 884 28 <br />48" DIA <br />PER CITY DETAIL STO-3 <br />IE=883 02 , <br />INV 876.9 <br />C <br />UE UE <br />UR — <br />IE=882 96 <br />94' - 24" RCP0.3% <br />STSEm <br />CBMH 502 <br />RIM 88877 <br />INL (SE): 884 59 <br />INV 88459 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL ST <br />33' - 24" RCP @ 0 3% <br />Va° <br />CBMH 401 <br />RIM 88810 <br />INL(NW) 88406 <br />INV 884 06 <br />48" DIA <br />\ \ PER CITY DETAIL STO-3 <br />20' - 24" <br />—32 - 18" RCP @ 0 3% \ <br />RCP@03% <br />CB 305A 1 CB 304A — \ <br />RIM 890 51 <br />INV 8869g <br />----G2X3 <br />R-3067 <br />PER CITY DETAIL STO-1 — \ <br />— — — 32'-12"RCP @0 <br />— — <br />RIM 891 50 <br />INV 887.46 <br />2X3 —G <br />R-3067 <br />PER CITY DETAIL STO-1 <br />32' - 12" RCP @ 0 3% <br />150' - 8" PVC SDR-35 <br />< SAN <br />CBMH 305 <br />RIM 891 50 <br />INL (SW) 88717 <br />INL (N) 887 37 <br />INV 88697 1 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STO- <br />CBMH 306 <br />RIM 892 92 <br />INL(W) 88732 <br />INV 887 32 <br />48" DIA <br />I R-3067 <br />L PER CITY DETAIL STO-2 <br />L_ <br />SEE SHEET C4.2 <br />2 <br />MH 16 <br />BUILD 169' <br />RIM 891 14 <br />INL (E) 874 30 <br />INV 87420 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />3 <br />FES 400 <br />INV= 884 00 <br />Concrete Flared End Section <br />RIP -RAP PER DETAIL E <br />— — —CB 303A <br />RIM 88945 <br />INV 88628 <br />2X3 <br />G R-3067 <br />PER CITY <br />DETAIL STO-1 <br />CBMH 304 <br />RIM 89051 <br />INL(W) 88649 <br />INL (N)• 886 89 <br />INV 88649 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STC-2 <br />T <br />-2 <br />32'-24"RCP @03%I <br />CBMH 504 <br />RIM 88851 <br />INL (E) 88518 <br />INV 88478 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL ST <br />SB 4 <br />888 37 <br />--- 10 <br />G— <br />G <br />-G <br />G <br />—C. NO.57219 ----- —___-- <br />cD <br />GAS CO. EASEMENT PER DO <br />--NORTHERN NATURAL <br />4 B1L <br />J <br />FES 500 <br />OE <br />INV= 884 00 <br />Concrete Flared End Section <br />RIP -RAP PER DETAIL ERO-3 <br />BLO <br />CBMH 503 <br />RIM 88853 <br />INL (S) 884 69 2 <br />INV 88469 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL STO <br />lc <br />K 1 <br />250' 8" PVC SDR-35 <br />SAN2T—� < SAN <br />164'-15"RCP @0.3% I' <br />MH 19 <br />BUILD 109' <br />RIM 89035 <br />INL (E) 879 50 <br />INV 87940 <br />48" DIA <br />1733 SERIES <br />CITY DETAIL SEW-2 <br />NFI 'r ION BASIN 4P <br />BOTTOM = 884 0 <br />STORAGE = 53,477 C F <br />100-YR H W L = 886 97 <br />CB 505A <br />RIM 889 92 <br />INV 886 06 <br />2X3 <br />R-3067 <br />PER CITY DETAIL ST -1 <br />I j <br />SAN — <br />I <br />STREET B <br />TO <br />32' - 12" RCP @ 0 3% <br />CBMH 505 <br />RIM 88975 <br />INL (E) 885 77 <br />INL (N) 885 97 <br />INV 88557 <br />48" DIA <br />R-3067 <br />PER CITY DETAIL ST <br />7 <br />r 7 — <br />E <br />CBMH 303 <br />RIM 88944 <br />INL (W) 88578 <br />INL (N) 88618 <br />INV 88558 <br />48" DIA <br />R-3067 <br />CITY DETAIL STO-2 <br />5 <br />CK 4 <br />— 732'-12"RCP @03% <br />18"RCP @0.3io <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 />7 <br />idf tCfRATION BASIN 5P <br />BOTTOM = 884 0 <br />cTnpAr,G = nZ ')7'2 r G <br />a+co <br />SEE SHEET C4.4 <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` / <br />Signature shown is a digital reprof o inWe signed copy of this plan on file at <br />Landform Professional Servi <br />an is 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 />C403PLM001.dwg <br />PROJECT NO. <br />PLM20001 <br />UTILITIES (SOUTHEAST) <br />C4.3 <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 />