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OHPOHPOHPOHPOHPOHPOHPOHPOHP <br />SNSNSNSNSNSNSNSNSNSNIIIIIIIIIISNSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST <br />S <br />T <br />S <br />T <br />S <br />T <br />S <br />T <br />ST ST <br />STSTSTSTSTSTCURB & GUTTER <br />CURB & GUTTERCURB & GUTTERVALLEY GUTTERVALLEY GUTTERCURB & GUTTERGARAGE <br />BUILDING <br />FLOOR ELEV.=946.15 <br />SITE BENCHMARK <br />TOP HUT HYDRANT <br />ELEV.=953.00 <br />ST <br />ST <br />SN <br />GARAGE <br />RIM=944.55 <br />INV(S)=938.25 <br />INV(E)=938.15 <br />RIM=938.94 <br />INV(E)=931.74 <br />INV(W)=933.04 <br />RIM=944.28 <br />INV=940.06 <br />RIM=945.85 <br />INV(E)=935.02 <br />INV(N)=935.39 <br />INV(W)=936.80 <br />RIM=940.38 <br />INV=937.55 <br />RIM=925.31 <br />INV=921.76 <br />RIM=931.32 <br />INV=925.92 <br />RIM=943.47 <br />INV=930.83 <br />RIM=948.09 <br />INV=932.62 SN 400C <br />RETAINING WALL <br />N 89°25'03" E 298.82 <br />S 00°10'57" E 124.63S 89°24'24" W 298.51N 00°19'27" W 124.68(PLATTED AS OAKWOOD DRIVE)STSTSTSTSTSTST93 <br />9 <br />94 <br />0 <br />941 <br />942 <br />943 <br />944 <br />945 <br />946 <br />947 <br />948 <br />949 <br />945 <br />946 <br />947 <br />948 <br />949 <br />950 <br />951 <br />952 <br />941 <br />942 <br />943944 <br />945944 <br />947 <br />948 <br />949945 <br />946 <br />947948949950941 <br />940 <br />945 <br />946 <br />939 <br />93 <br />4 <br />93 <br />5 <br />93 <br />6 <br />937 <br />93 <br />8 93393 <br />2931 <br />OHPOHPOHPOHPOHPOHPOHPOHPOHP951950 <br />0 20 40 <br />SCHULTZ ENG. PROJECT NO.: 25005 <br />DRAWN BY: NES <br />REVIEWED BY: BJS <br />© SCHULTZ ENGINEERING & SITE <br />DESIGN, PLLC 2025 <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED ENGINEER UNDER THE LAWS <br />OF THE STATE OF MINNESOTA <br />18 SOUTH RIVERSIDE AVENUE, SUITE 230 <br />SARTELL, MINNESOTA 56377 <br />PH: (320) 339-0669 <br />FX: (866) 633-1830 <br />schultzeng@live.com <br />www.schultzengdesign.com <br />FOSS ROAD <br />ST. ANTHONY VILLAGE, MN <br />C3 <br />SCALE: 1"=20' <br />N <br />DEMOLITION & <br />REMOVALS PLAN <br />ABLE VIEW <br />ASSISTED LIVING <br />DATENO. <br />1 <br />2 <br />ISSUE DATE: 03/31/2025 <br />xx/xx/2025 <br />xx/xx/2025 <br />REVISIONS <br />SCHULTZ ENGINEERING& SITE DESIGN <br />DESCRIPTION <br />3 xx/xx/2025 <br />4 xx/xx/2025 <br />CIVIL SHEET INDEX <br />C1 - STANDARD NOTES & SPECIFICATIONS <br />C2 - STANDARD DETAILS <br />C3 - DEMOLITION & REMOVALS PLAN <br />C4 - GRADING PLAN <br />C5 - SWPPP - STANDARD NOTES <br />C6 - SWPPP - PLAN VIEW <br />C7 - UTILITY & PAVING PLAN <br />DEMOLITION <br />LIMITS (TYP) <br />DEMOLITION <br />LIMITS (TYP) <br />NOTE: REMOVE EXISTING BITUMINOUS <br />PAVEMENT, CURB & GUTTER, AND <br />VALLEY GUTTER AS NECESSARY FOR <br />NEW UTILITY CONNECTIONS. <br />REPLACE BITUMINOUS PAVEMENT, <br />CURB & GUTTER, AND VALLEY GUTTER <br />PER CITY REQUIREMENTS (SEE C7). <br />NOTE: CONTRACTOR SHALL OBTAIN <br />ALL NECESSARY PERMITS AND <br />APPROVALS FOR WORK WITHIN THE <br />PUBLIC RIGHT OF WAY. <br />DEMOLITION AND REMOVAL NOTES: <br />1. DURING ALL DEMOLITION OPERATIONS THE CONTRACTOR SHALL BE CAREFUL SO AS TO NOT DAMAGE EXISTING <br />BUILDINGS, PAVEMENT/HARDSCAPES, OR UTILITIES (IE: MANHOLES, GATE VALVE, ETC.) DESIGNATED TO REMAIN. THE <br />CONTRACTOR SHALL COORDINATE DEMOLITION AND REMOVAL OPERATIONS WITH THE OWNER, AND SHALL <br />CONTACT GOPHER STATE ONE CALL (800) 252-1166 FOR A UTILITY LOCATE. ANY BUILDINGS, <br />PAVEMENT/HARDSCAPE, OR UTILITIES, DESIGNATED TO REMAIN, THAT IS DAMAGED BY THE CONTRACTOR SHALL BE <br />REPAIRED AT THE CONTRACTOR'S EXPENSE. <br />2. ALL BITUMINOUS AND CONCRETE MATERIAL DESIGNATED FOR DEMOLITION SHALL BE REMOVED AND DISPOSED <br />OF OFF-SITE PER FEDERAL, STATE AND LOCAL REQUIREMENTS. <br />3. EXISTING PAVEMENT AND/OR SIDEWALK AT THE DEMOLITION LIMITS SHALL BE SAWCUT WITH AN APPROPRIATE <br />SAW TO OBTAIN A STRAIGHT VERTICAL EDGE. <br />4. EXISTING LAWN AREAS, NOT DESIGNATED FOR DISTURBANCE, WHICH ARE DAMAGED DURING CONSTRUCTION <br />SHALL BE RE-GRADED, SEEDED, AND MULCHED. THE MULCH SHALL BE DISANCHORED. <br />5. TREES LOCATED IN THE PROPOSED CONSTRUCTION AREA SHALL BE REMOVED. VERIFY EXTENT OF TREE REMOVAL <br />WITH OWNER. <br />6. COORDINATE ALL NECESSARY RELOCATION AND/OR ADJUSTMENTS OF EXISTING NON-SEWER AND NON-WATER <br />UTILITIES (GAS, ELECTRIC, COMMUNICATIONS, ETC.) WITH LOCAL UTILITY.. <br />EXISTING PAVEMENT AND <br />CONCRETE TO BE REMOVED <br />EXISTING BUILDING TO BE REMOVED <br />- REMOVAL SPECIFICATIONS, <br />METHODS, ETC BY OTHERS <br />EXISTING CURB <br />& GUTTER TO <br />REMAIN (TYP) <br />REMOVE EXISTING <br />BUILDING - REMOVAL <br />SPECIFICATIONS, <br />METHODS, ETC BY OTHERS <br />NOTE: ALL EXISTING STORM <br />SEWER AND CATCH BASINS <br />TO REMAIN. <br />EXISTING STORM SEWER <br />TO REMAIN (TYP) <br />NOTE: ALL EXISTING STORM <br />SEWER AND CATCH BASINS <br />TO REMAIN. <br />EXISTING STORM SEWER <br />TO REMAIN (TYP) <br />EXISTING CATCH <br />BASIN TO REMAIN <br />EXISTING CATCH <br />BASIN TO REMAIN <br />REMOVE EXISTING <br />CONCRETE APRON <br />(TYP) <br />REMOVE EXISTING <br />BITUMINOUS PAVEMENT <br />(TYP) <br />DEMOLITION LIMITS (TYP) <br />(AT PROPERTY LINE) <br />DEMOLITION LIMITS (TYP) <br />(AT PROPERTY LINE)DEMOLITION LIMITS (TYP) <br />(AT PROPERTY LINE) <br />REMOVE EXISTING <br />BITUMINOUS PAVEMENT <br />(TYP) <br />REMOVE EXISTING <br />BITUMINOUS PAVEMENT <br />(TYP) <br />REMOVE EXISTING <br />BITUMINOUS PAVEMENT <br />(TYP) <br />REMOVE EXISTING <br />CURB & GUTTER (TYP) <br />REMOVE EXISTING <br />CURB & GUTTER (TYP) <br />REMOVE EXISTING <br />VALLEY GUTTER (TYP) <br />REMOVE EXISTING <br />VALLEY GUTTER (TYP) <br />EXISTING BITUMINOUS <br />PAVEMENT TO REMAIN <br />(TYP) <br />EXISTING STORM SEWER <br />TO REMAIN (TYP) <br />DATE: 03/31/2025 <br />LICENSE NO.: 63480 <br />NORMAN E. STATZ, PE