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A:D <br />P.O.B. OF TRACT A <br />MH 2- <br />RE 932.60 <br />IE 922.70 (W) <br />IE 922.8.1 <br />940.53 <br />A� <br />EXIST GRAVEL <br />low <br />P.O.B. TRACT B <br />I I • � - - FES 103 <br />12" APRON <br />I III .�� RIP -RAP _ _ IE 929 00 <br />I I I I I y� - _ - _ 6 CY RIP -RA 15'FAPRON <br />W/ FABRIC <br />IE 927.00 <br />I <br />I III I FFE <br />934.05 ..... <br />............. .. ---_�-� �_..-__-__------------------- <br />\ -_ �_ ---------- <br />-9� ._sue_ ' <br />I I RE932 - _ <br />r <br />E 929, 52 PLACE _ - <br />/ Wg1E <br />DLINE �� ��..• -- --- -� <br />�y E Fp AT Ek1RA <br />_ - <br />9 MIN <br />r CLEARANC <br />E Q)�- <br />/w y' \ <br />w V <br />�J ' <br />I <br />CO <br />-0 <br />00 O <br />Z a I @1 <br />MH 3 Q� <br />RE 931.50 ;o <br />IE 921.51 (W) y' p`0 <br />15'- 6 STUB <br />IE 921.59 (E) ^' <br />@1.0%� <br />o ' <br />EX 6" PVC 'SbR 26 <br />IE 921.51 <br />O <br />EX CB <br />RE 929.23 EX. 6" <br />IE 926.47 DIP STUB <br />EX ELF 931.06 <br />6 FOOT 92g. 41 z <br />WWIDE 1 ROq- _ <br />ENT PER <br />7306021 E- <br />SAN H1b <br />AS RE M <br />EXIS7/A/ pN CA IE 918,3 9.87 <br /><<� 35 Fool SEWER o- ,D OF eACO EA I E 92� 1\E <br />NT PER Dock 287 22 (UNDER f? W <br /><<� <<�24" RC <br /><<� <br />L <br />Know what's below. <br />Call before you dig. <br />263_6„►'V r l <br />C @ Y•0 <br />�61 <br />r9'-12" RCP / <br />@ 3.10% <br />� C/o <br />� <br />/ <br />' @ C RE 933.27 <br />(QIE 925.79 32.0 <br />( p Iw, <br />9 .62 8 PVC <br />r a <br />_ <br />36'-6" P % c� <br />Vq ONC I I ,. <br />UU7_rE'' <br />-�2��P R <br />�%RC=; XO -- - --' M H 102 I r. <br />RE 932.50IE 929.30 <br />I <br />I <br />w �v <br />EX SAN MH <br />; ; I <br />RE 931.66 <br />�� <br />IEE, W 921.03 <br />�F`� <br />_ <br />v=10.YJE-w <br />IEN,S 923.32 <br />F <br />`�ly� <br />v <br />INVE WST <br />INV. E-W=927.23 <br />EX CB <br />RE 931.88 <br />IE 927.25 <br />v <br />31-15" RCP <br />@ 0.00% <br />Nf7R 1 0.5 <br />w <br />15"-RCP <br />IE 928.0 <br />RE 9 57 <br />,IE 92 .93 <br />v <br />R� CP i <br />y <br />2 <br />CONNECT TO ��� FF - MH 1 FFE 934'00 { o <br />EX. STORM CB <br />E 934.0 ' RE 932.27 I v a 3 -I <br />9 2.40 <br />VIA CORE DRILL 5 EOF Q <br />IE 926.60 OCS A - -- IE 925.43 (E,W,N) .\ m <br />R-4341-A NEENAH <br />RE 932.00 - ----- F• I: w m <br />/ :� <br />IE 927.50 (12" CULVERT) 170'-6' DT @ 0.00% ' -- _ 40'-6" 0% I �: <br />_ IE 929.00 (6" D.T.) _ M I <br />1 9 <br />°951.25CA��� <br />S _ <br />GAS ��=.' -__--__' C/o ( c/� <br />> e_ e • = _1l RE 933.27 <br />IE 925.83 <br />E= /RCP _ e e �- _ ��� SS - =g3p _ - _ RE <br />-1 IE 929.00 (6" D.T.) I / I II 115 " DT <br />vv X C I e=�e� ��--_�=ACC O ¢ @ 3% <br />_ RE 929.3 <br />925 <br />9 _ <br />e <br />. � <br />e AS EX CB I - I <br />F E � e As RE 930 96 IILLJ I I� <br />,3 <br /><<_ >�_ N W A y 1 _/ e �927.e3 / o I 0- <br />E EX 4 R �� B V D e e <br /><� <<=RCP � <br />X CB CONNECT TO EXIST 12" DIP W/6" TAPPING VALVE AND SLEEVE ° _ e I\ I // <br />E <br />(FIELD VERIFY ELEVATION, SIZE AND LOCATION OF I _ 1 e_ <br />IE925 r6 EXISTING WATERMAIN PRIOR TO ANY INSTALLATIONS) �� e <br />_ C.O. <br />IE 92 50 (6" T ) <br />WATER MAIN NOTES <br />EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR <br />TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY <br />INSTALLATIONS. <br />PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN <br />18" OF WATER MAIN. <br />PROPOSED WATER MAIN SHALL BE 6" PVC (C900). <br />MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPES 4" IN DIAMETER AND <br />LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11). <br />MAINTAIN MINIMUM 8-FT COVER TO TOP OF ALL WATER MAIN PIPE. <br />TAPS OF LIVE WATER MAINS TO BE DONE BY CITY FORCES; HOWEVER, THEY SHALL BE <br />PAID FOR AND COORDINATED BY THE CONTRACTOR. <br />ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICE <br />EQUIPMENT, SHALL UTILIZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT <br />ANSI/AWWA STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS. <br />COMBINATION FIRE AND DOMESTIC SERVICES MUST TERMINATE WITH A THREAD -ON <br />FLANGE OR AN MJ-TO-FLANGE ADAPTER. <br />EX 42" RCP �� wATERA4,4/N <br />X CB �)_ RE 933.04 <br />RE 9 >_ IEW 920.40 <br />IE 927.06 ��� IEN,S 917.90 <br />SAWCUT AND REMOVE EXISTING BITUMINOUS AND CURB AND RESTORE DISTURBED <br />BITUMINOUS AND CURB TO EXISTING OR BETTER CONDITION (PER UTILITY INSTALLATION) <br />REPLACE STREET WITHIN ONE WEEK AFTER COMPLETION OF WATER MAIN CONSTRUCTION o <br />00 <br />SANITARY SEWER NOTES <br />EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN <br />THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES <br />PRIOR TO ANY INSTALLATIONS. <br />PROPOSED SANITARY SEWER SHALL BE PVC SCHEDULE 40. <br />STORM SEWER NOTES <br />FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE <br />(RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE MAY BE USED. <br />(SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE PIPE SHALL MEET THE <br />REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. USE <br />SAND/GRANULAR MATERIAL FOR BACKFILLING AND COMPACTION OF HDPE/PVC PIPE IN <br />ACCORDANCE WITH THE REQUIREMENTS OF ASTM 2321. <br />STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. <br />LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. <br />ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE <br />BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH <br />MINNESOTA RULES, PART 4715.2820. <br />STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED <br />RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT <br />MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING <br />LINES CONSTRUCTED WITH SUCH JOINTS. <br />OCS B <br />RE 931.50 <br />IE 928.10 (15" OUTLET PIPE) <br />WEIR WALL 931.30 <br />IE 927.00 (6" VERT. ORIF) <br />IE 927.00 (15" INLET PIPE) <br />SUMP 923.00 <br />EXISTING 18-15" RCP <br />Ex ce @ 6.50% <br />RE 932.22 <br />IE 927.04 <br />EX 27" RCP <br />EX 27» <br />IE 9200 C <br />7 APR pN <br />EXIST <br />DITCH <br />10'-8" PVC @ 1.00% <br />CONNECT TO EXIST. <br />C.B. INV. 928.52 <br />- 87'-8" PVC <br />@ 0.44% <br />CB 104 (24" YARD DRAIN) <br />RE 932.00 <br />IE 929.00 (6" DT) <br />IE 929.00 (8" PVC) <br />DRAWN BY: DESIGN BY: <br />M.Q.A. C.W.P. <br />CHCKD BY: PROJ. NO. <br />M.Q.A. 20-1906 <br />ORIGINAL DATE: <br />MAY 1, 2020 <br />z <br />O p <br />°- w <br />U J <br />w <br />p =) <br />O 0 <br />D Q <br />w0- <br />� p <br />w � <br />rn <br />a) <br />I` <br />04 <br />E <br />04 <br />�E� <br />m L <br />-00 <br />�aC.15 <br />z <br />U <br />(6 C - <br />OJ <br />J <br />� •° w <br />cn <br />w <br />.� c <br />a .� <br />cn <br />s un <br />w <br />o <br />U <br />O <br />Q <br />04 <br />Uo <br />0 <br />J <br />LI_I <br />(Do <br />- <br />Q <br />p <br />Z <br />Z <br />W <br />NMI <br />W <br />M <br />PREPARED FOR: <br />VICTOR LAND <br />HOLDINGS <br />SITE PLANNING <br />& ENGINEERING <br />ENGINEERING, PLOWE <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />I• _ <br />® _ <br />2 <br />0 15 30 <br />1 INCH = 30 FEET <br />UTILITY PLAN C� <br />EAGLES LANDING <br />