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-------------------- <br />03/04/2022 <br />03/04/2022 <br />CHL <br />DESIGN DEVELOPMENT <br />-------------------- <br />03/04/2022 <br />ISSUE RECORD <br />NOT FOR <br />RYAN A+E, INC. <br />01 <br />-------------------- <br />PRELIMINARY <br />2022 <br />CONSTRUCTION ISSUE #DATEDESCRIPTION <br />WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 <br />612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws <br /> of the State of Minnesota REGISTRATION NO.DATE SDV CONDITIONS & <br />RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT EXISTINGREMOVALSPLAN <br />C101 <br />CURBCONCRETECHAIN LINK FENCESAWCUTSOIL BORING / TEST PIT <br />BITUMINOUSGRAVELBUILDING <br />80160 <br />N <br />REMOVAL <br />SCALEINFEET <br />0 <br />LEGEND: <br />AND STOCKPILE ON-SITE. REFER TO EROSION CONTROL PLAN, GRADING PLAN AND STORMWATER POLLUTION PREVENTION PLANTHE START OF CONSTRUCTION AND SHALL BE MAINTAINED THROUGHOUT THE PROJECT. <br /> <br />TITLE SURVEY, DATED 12/23/2021 AND WESTWOOD ALTA/NSPS LAND TITLE SURVEY, DATED 02/22/2022. AND SUPPLEMENTALINFORMATION TAKEN FROM ADDITIONAL SOURCES/ASSUMPTIONS. THE CONTRACTOR SHALL <br /> FIELD VERIFY ALL EXISTINGCONDITIONS AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS.COMMENCEMENT OF REMOVALS AND SITE GRADING. THE CONTRACTOR <br /> SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIESOR VARIATIONS FROM THE PLANS.811) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.UTILITY COMPANIES.OF THE CONTRACTOR.ITEMS. <br /> SERVICE MUST BE MAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARY OR PERMANENT RELOCATION OF ABOVE ITEMS MAYBE NECESSARY AND SHALL BE COORDINATED WITH THE APPROPRIATE PARTY. ALL WORK <br /> REQUIRED TO COMPLETE THE ABOVE SHALL BECONSIDERED INCIDENTAL TO THE PROJECT.(SWPPP) FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. <br />EXISTING CONDITIONS NOTESREMOVAL NOTES 2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 1-800-252-1166 OR3.ALL EROSION CONTROL <br /> MEASURES TO BE INSTALLED PRIOR TO REMOVALS.4.CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH5.CONTRACTOR IS RESPONSIBLE <br /> FOR ALL REMOVALS NOTED ON PLANS. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY6.CONTRACTOR IS RESPONSIBLE FOR PROTECTING, OR REMOVING AND REINSTALLING ALL FENCES, SIGNS, <br /> AND OTHER MISCELLANEOUS7.CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUMENTS AND/OR PROPERTY IRONS.8.EXISTING PAVEMENT WITHIN RIGHT-OF-WAY SHALL BE <br /> SAWCUT IN ACCORDANCE WITH CITY REQUIREMENTS.9.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. <br />1.INFORMATION ON THE EXISTING CONDITIONS PLAN COMBINES THE SURVEYED INFORMATION PER EG RUD & SONS ALTA/NSPS LAND1.CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES <br /> AND TOPOGRAPHIC FEATURES PRIOR TO THE10.CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED. STRIP TOPSOIL,11.TREE PROTECTION FENCING <br /> SHALL BE INSTALLED AT THE DRIP LINE OF TREES TO REMAIN WITHIN THE LIMITS OF DISTURBANCE PRIOR TO <br />E <br />DETAIL <br />SEE EASEM <br />001TPGAMDNF <br />906.34 <br />W <br />" <br />82 <br />5 <br />7 <br />.' <br />33 <br />41 <br />° <br />6 <br />6 <br />N <br />6 <br />. <br />2 <br />S <br />0N <br />9 <br />A <br />R W <br />T <br />" <br />2 <br />.7 <br />3 <br />9V <br />30 8N <br />'I <br />7 <br />9. <br />16 <br />°3 <br />4 <br />1 <br />6 <br />N <br />ST-116 <br />ST-118 <br />ST-126 <br />ST-117 <br />ST-115 <br />ST-122 <br />TOP OF SLOPE <br />ST-4 <br />ST-8 <br />SEE SHEET 103SEE SHEET 105 <br />TOP OF SLOPE <br />ST-125 <br />CPT-2 <br />ST-103 <br />CPT-5 <br />ST-108 <br />ST-106 <br />ST-113 <br />ST-121 <br />ST-7 <br />ST-3 <br />ST-124 <br />ST-107 <br />ST-102 <br />ST-1O <br />CPT-3 <br />ST-105 <br />ST-112 <br />DELINEATED WETLAND (0.03 ACRE) <br />ST-110 <br />ST-6 <br />ST-2 <br />ST-120 <br />CPT-1 <br />CPT-4 <br />ST-101 <br />ST-104 <br />ST-9 <br />TOP OF SLOPE <br />ST-114 <br />ST-111 <br />ST-123 <br />TOP OF SLOPE ST-5 <br />ST-1 <br />SEE SHEET 102 ST-119 SEE SHEET 104 <br />ST-109 <br />EXISTING STORM POND <br />7 <br />2T <br />PN <br />OM <br />WR <br />DN <br />F <br />44.TOP OF SLOPE <br />20 <br />9 <br />TOP OFSLOPE <br />TOP OF SLOPE <br />SNART <br />9.309 <br />33TP084 <br />51PIDNF <br />897.07FNDIP.5PT26 <br />3TPMICDNF24.1 <br />09 <br />31.009 <br />TOP OF SLOPE <br />TOPCMP <br />52TP08451PIDNF <br />895.6 <br />43.998 <br />? <br />E <br />R <br />E <br />H <br />O <br />T <br />P <br />M <br />.1-C <br />1F <br />0B <br />9 <br />C <br />TOP OF SLOPE <br /> <br />