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04-03-19 PC
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45°0'0PROPOSED BUILDING ADDITION 'B' <br />PROPOSED BUILDINGADDITION 'F' <br />PROPOSED BUILDING ADDITION 'G' <br />REFER TO ARCHITECTURAL PLANS <br />FOR DIMENSIONS AND LAYOUT <br />REFER TO ARCHITECTURAL PLANS <br />FOR DIMENSIONS AND LAYOUT <br />REFER TO ARCHITECTURAL PLANS <br />FOR DIMENSIONS AND LAYOUT <br />SOUTH PARKING <br />(6 BUS STALLS) <br />MATCH EXISTING FENCE <br />HEIGHT AND LAYOUT - NO <br />MAINTENANCE STRIP <br />MATCH EXISTING FENCE HEIGHT <br />AND LAYOUT INCLUDING GATE <br />SIZES AND LOCATIONS <br />MATCH EXISTING FENCE <br />HEIGHT AND LAYOUT - NO <br />MAINTENANCE STRIP <br />MATCH EXISTING FENCE <br />HEIGHT AND LAYOUT - NO <br />MAINTENANCE STRIP <br />TO <br />12' WALK <br />1 <br />C2.13 <br />1 <br />C2.13 <br />1 <br />C2.13 <br />1 <br />C2.13 <br />1 <br />C2.13 <br />1 <br />C2.13 <br />TRANSFORMER - REFER TO <br />ELECTRICAL PLANS <br />FUEL OIL TANK - REFER TO <br />MECHANICAL PLANS <br />1 <br />C2.13 <br />1 <br />C2.13 <br />1 <br />C2.13 <br />C2.13 <br />18 <br />C2.11 <br />24 <br />4 <br />C2.13 <br />5 <br />C2.13 <br />5 <br />C2.13 <br />5 <br />C2.13 <br />6 <br />C2.13 <br />6 <br />C2.13 <br />6 <br />C2.13 <br />7 <br />C2.13 <br />7 <br />C2.13 <br />11 <br />C2.1311 <br />C2.13 <br />11 <br />C2.13 <br />11 <br />C2.13 <br />11 <br />C2.13 <br />11 <br />C2.13 <br />11 <br />C2.13 <br />11 <br />C2.13 <br />11 <br />C2.13 <br />11 <br />C2.13 <br />11 <br />C2.13 <br />11 <br />C2.13 <br />C2.13 <br />18 <br />C2.11 <br />24 <br />C2.13 <br />18 <br />C2.11 <br />24 <br />C2.13 <br />20 <br />C2.13 <br />18 <br />C2.12 <br />3 <br />C2.12 <br />21 <br />C2.12 <br />C2.13 <br />20 <br />C2.13 <br />18 <br />1 <br />C2.12 <br />C2.12 <br />3 <br />C2.12 <br />21 <br />C2.12 <br />C2.13 <br />20 <br />C2.13 <br />18 <br />C2.12 <br />3 <br />C2.12 <br />2 <br />1 <br />C2.12 C2.13 <br />20 <br />C2.13 <br />18 <br />C2.12 <br />3 <br />C2.12 <br />2 <br />21 <br />C2.13 <br />5 <br />C2.13 <br />5 <br />C2.13 <br />1 <br />C2.13 <br />24 <br />C2.11 <br />18 <br />C2.13 <br />TIE INTO EXISTING RETAINING WALL. DISMANTLE <br />EXISTING RETAINING WALL SYSTEM AS REQUIRED. <br />TIE INTO EXISTING RETAINING WALL. DISMANTLE <br />EXISTING RETAINING WALL SYSTEM AS REQUIRED. <br />TIE INTO EXISTING RETAINING WALL AND EXISTING <br />FENCE. DISMANTLE EXISTING RETAINING WALL SYSTEM <br />AS REQUIRED. MATCH EXISTING FENCE HEIGHT AND <br />CONCRETE MAINTENANCE STRIP / MOUNTING TO WALL. <br />18 <br />C2.13 <br />18 <br />C2.13 <br />6 <br />C2.13 <br />6 <br />C2.13 <br />6 <br />C2.13 <br />6 <br />C2.13 <br />PLACE POST AS CLOSE AS <br />POSSIBLE TO BUILDING <br />PLACE POST MIN. 12" <br />INSIDE BITUMINOUS LIMITS <br />18 <br />C2.13 <br />3' WIDE SINGLE SWING GA <br />WITH LATCHING DEVICE <br />5 <br />C2.13 <br />5 <br />C2.13 <br />TIE INTO EXISTING RETAINING WALL AND EXISTING <br />FENCE. DISMANTLE EXISTING RETAINING WALL SYSTEM <br />AS REQUIRED. MATCH EXISTING FENCE HEIGHT AND <br />CONCRETE MAINTENANCE STRIP / MOUNTING TO WALL. <br />1 <br />C2.13 <br />C2.13 <br />1 <br />C2.13 <br />C2.13 <br />18 <br />C2.11 <br />24 <br />6 <br />C2.13 <br />NOTES: <br />LEGEND <br />REFERENCE KEY TO SITE DETAILS <br /> DETAIL I.D NUMBER (TOP) <br /> DETAIL SHEET NUMBER (BOTTOM) <br />PROPOSED CONCRETE WALK <br />PROPOSED CONCRETE SLAB <br />PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT <br />PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT <br />PROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENT <br />PROPOSED RETAINING WALL <br />PROPOSED REINFORCED SOIL SLOPE (RSS) <br />PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIP <br />PROPOSED TRAFFIC CONTROL SIGN <br />PAINTED ACCESSIBLE SYMBOL <br />PROPOSED MANHOLE (MH) <br />PROPOSED CATCH BASIN (CB) <br />PROPOSED FLARED END SECTION (FES) <br />PROPOSED HYDRANT (HYD) <br />PROPOSED GATE VALVE (GV) <br />PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS <br />PROPERTY LINE <br />1 <br />C2.11 <br />6 <br />C2.13 <br />7 <br />C2.13 <br />10 <br />C2.13 <br />11 <br />C2.13 <br />12 <br />C2.13 <br />24 <br />C2.11 <br />1 <br />C2.12 <br />2 <br />C2.12 <br />3 <br />C2.12 <br />18 <br />C2.13 <br />19 <br />C2.13 <br />20 <br />C2.13 <br />13 <br />C2.13 <br />14 <br />C2.13 <br />15 <br />C2.13 <br />16 <br />C2.13 <br />17 <br />C2.13 <br />15 <br />C2.11 <br />19 <br />C2.11 <br />20 <br />C2.11 <br />22 <br />C2.11 <br />23 <br />C2.11 <br />17 <br />C2.11 <br />16 <br />C2.11 <br />LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING <br />ANDERSON - JOHNSON <br />ASSOCIATES, <br />INC. <br />7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427 <br />FAX (763) 544-0531 PH (763) 544-7129 <br />DateRegistration Number <br />Check <br />Drawn <br />Date: <br />Comm <br />I hereby certify that this plan, specification or report was prepared by <br />me or under my direct supervision and that I am a duly Licensed <br />under the laws of the State of <br />Revisions <br />Description Date Num <br />Scale: <br />North <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />krausanderson.com | 612 332 7281 <br />MOUNDS VIEW <br />HIGH SCHOOL 2019 <br />IMPROVEMENTS <br />1900 Lake Valentine Road <br />ARDEN HILLS, MINNESOTA 55112 <br />4570 VICTORIA STREET N <br />SHOREVIEW, MINNESOTA 55126 <br />ISD #621: MOUNDS VIEW <br />PUBLIC SCHOOLS <br />PROFESSIONAL ENGINEER <br />MINNESOTA <br />C1.23 <br />1" = 30' <br />DAR <br />MET <br />02/06/2019 <br />172270 <br />40180 02/06/2019 <br />DAVID A. REY <br />SOUTHPLANFINISHING <br />Addendum #2 02/22/2019 1 <br />1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES. <br />2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. <br />3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB. <br />4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE <br />PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. <br />5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR <br />A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE <br />ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO <br />ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. <br />6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN <br />ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS, <br />AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. <br />Addendum #3 02/26/2019 2
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