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+r\=870 0 <br />In v. 866.7 <br />w Rim= 870.7 <br />-VInv .=8662 <br />ST <br />>- > > > > > > > <br />MH <br />GV <br />�v / <br />ci NT/ <br />>- ` -» <br />69.65 <br />ROCK CONSTRUCTION <br />ENTRANCE <br />10 33 <br />L -„ <br />Rcp-_1� <br />Rcp <br />/ <br />15" Rcp-0 <br />r <br />BUNKER ER LAKE BOLL <br />Inv. (0=865.6 <br />Inv. (E)=865.4 <br />Rim=868.5 <br />Inv. =865.4 <br />WARD NW <br />15 Rcp <br />1/27 <br />15" Rcp- V <br />Rim=868.2 <br />Inv.=865.1 <br />Rim=868 6 <br />Inv.=865.7 <br />L <br />STMH--..a - <br />ilq <br />> >- > > > - > >- >- > -> 'f�� � __>' � a a> °- -° 4 >a ' = 6 ° �I a 4 <br />Rim 8 8 6 <br />SMhj <br />% a <br />8„6Rcp _ ° O <br />a ° In°v. (W&W)='865.°4 v° 4MH SMH <br />Rim=868.3 8 Rcp Rim=867.9 p <br />Inv. (N&W)=864.9 In7=864.6 (Per As -built plan) <br />Inv. (E)=864.7 <br />=° <br />p <br />�-------- 1=41_ <br />° --4e <br />98 • • • • •• • • • • • •.• <br />�v. <br />69.0 =8s_ <br />•t?• 11••• <br />69.3 <br />9 1�69.0 <br />as 6-15" Rcp <br />• •I <br />870 <br />Rim=870.0 <br />Inv =866.3 <br />• <br />FUEL TANKS <br />TOP TANK <br />EL = 865.5 <br />• <br />69.4 <br />• • • I t • • • • • • <br />r <br />IMP IMP <br />8 ?0 <br />70.3 AD. <br />TIP -OUT CURB <br />(TYP <br />) <br />� <br />I I <br />L LJL JLJ J <br />S E o E E o E E E E E E E E 22 <br />Inv.=864.8 <br />YD <br />IIII v� Rcp <br />Rim=869.0 <br />Inv .=864.9 <br />-866- - <br />- 866- - <br />- - -868- <br />1.6%�� <br />870 <br />22,0 <br />ue <br />70.21 <br />69.4 <br />870 <br />TREE PROTECTION FENCE <br />(SEE DETAIL) <br />SAVE EXISTING / PROTECTED TREES <br />(SEE TREE PRESERVATION PLAN) <br />69.0 ----- <br />68.75 <br />�- STATI <br />FFE <br />0.5% 71.4 <br />SAVE EXISTING TREES TO EXTENT <br />FEASIBLE (ALON OTECTED) <br />• • • <br />72. ' 72.3 <br />71.0 1.8% <br />SILT FENCE <br />(TYP) <br />70.1 .Rm 7 <br />--868- <br />Rim=867 6 <br />Inv =864 <br />•_•••_ •• <br />866 <br />864 863.5 <br />STORMWATER POND 20P <br />NWL EL: 863.50 <br />Rim 867.6 00-YR HWL: 865.34 <br />864.2 <br />864'863.5- - <br />O 0 E E E o E o o E E o E E E E E o E E <br />SAVE EXISTING / PROTECTED TREES <br />(SEE TREE PRESERVATION PLAN) <br />TOP BERM = <br />868.0 (MIN) <br />-»� <br />Rep <br />TOP BERM = <br />868.0 (MIN) <br />TREE PROTECTION FENCE <br />(SEE DETAIL) <br />MH <br />Q <br />v' <br />H 00 <br />v <br />v <br />v <br />ST H <br />a <br />U <br />\A vv <br />(24 <br />\I v <br />�Iv <br />v <br />�l <br />I { <br />Iv O <br />w <br />H <br />II <br />vl(24 <br />v <br />vl <br />vlv <br />cc <br />111 l l <br />�I I <br />H <br />H <br />H <br />O <br />7 <br />INFILTRATION BASIN 1OP <br />BTM EL.: 862.20 <br />OUT EL: 864.00 <br />100-YR HWL: 864.49 <br />III <br />INSTALL SILT FENCE <br />OR BIO-ROLL <br />IMMEDIATELY AFTER <br />BASIN GRADING <br />I <br />CURB <br />BITUMINOUS <br />CONCRETE PAVEMENT <br />CONCRETE WALK <br />PROPERTY LINE <br />EASEMENT LINE <br />PLAN LEGEND <br />EXISTING PROPOSED <br />0 0 <br />L 0 <br />0 <br />0 <br />psP ° <br />STORM SEWER -0-«« <br />STMH <br />SANITARY SEWER <br />WATER MAIN <br />UNDERGROUND GAS <br />UNDERGROUND FIBER OPTIC <br />UNDERGROUND ELECTRIC <br />FENCE <br />MISCELLANEOUS MANHOLE <br />SEMAPHORE <br />SANITARY MANHOLE <br />LIGHT POLE <br />SIGN <br />GATE VALVE <br />HYDRANT <br />ELECTRIC BOX <br />HAND HOLE <br />FLARED END SECTION <br />5' CONTOUR <br />1' CONTOUR <br />SPOT ELEVATION <br />(CURB ELEVATIONS <br />ARE TO GUTTER LINE) <br />SILT FENCE <br />TREE PROTECTION FENCE <br />ug ug <br />ufo ufo <br />ue ue <br />sP <br />31 <br />0 <br />MH <br />Gv <br />H ODD <br />EB <br />❑ HH <br />0 <br />E0 <br />- - 905 - <br />- - 904 - <br />0q.0 <br />GOVERNING SPECIFICATIONS <br />IMP IMP <br />905 <br />904 <br />00.0 <br />x <br />• • • • • • • • • - <br />E E E E E E E E E E E- <br />1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF <br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR <br />CONSTRUCTION". <br />2. THE LATEST EDITION OF THE CITY OF RAMSEY STANDARD <br />DETAILS AND SPECIFICATIONS. <br />3. THE LATEST EDITION OF THE MINNESOTA MANUAL ON <br />UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). <br />4. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION <br />OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. <br />GRADING NOTES <br />1. SILT FENCE, TREE PROTECTION FENCE, AND EXISTING CATCH <br />BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO <br />GRADING CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL <br />SITE HAS BEEN STABILIZED. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND <br />ELEVATIONS OF EXISTING UTILITIES AND PAVEMENTS PRIOR <br />TO THE START OF GRADING CONSTRUCTION. THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF <br />DISCREPANCIES OR VARIATIONS FROM THE PLAN. <br />3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD <br />SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 4" OF <br />TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE <br />SODDED, SEEDED OR LANDSCAPED. <br />0 15 30 <br />60 <br />( IN FEET ) <br />BENCHMARK <br />1. MnDot Geodetic GSID Station No. 808 <br />(MnDot Name HYATT MNDT) - <br />Elevation 878.97 ft. (NAVD88) <br />CALL BEFORE YOU DIG <br />Know what's below. <br />CaII before you dig. <br />lEwIK <br />TRIP <br />KwIK <br />SrfrR <br />KWIK TRIP, Inc. <br />P.O. BOX 2107 <br />1626 OAK STREET <br />LA CROSSE, WI 54602-2107 <br />PH. (608) 781-8988 <br />FAX (608) 781-8960 <br />0‘‘CARLSON <br />ENCiIWEE121N1 <br />3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 <br />TEL 763.489.7900 \ FAX 763.489.7959 <br />CARLSON-ENGINEERING.COM <br />I hereby certify that this plan, specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the State of Minnesota. <br />Name: Daniel J. Wilke, P.E. <br />Signature: <br />Date: 01/30/25 License #:53182 <br />GRADE PLAN <br />EORI <br />VASI <br />kRMS <br /># DATE DESCRIPTION <br />/ \ 03/10/25 <br />Per Owner Comments <br />04/08/25 <br />Per City Comments <br />DRAWN BY DJW <br />SCALE GRAPHIC <br />PROJ. NO. 11224-00 <br />DATE 2025-01-30 <br />SHEET 1782 <br />C200 <br />