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23 <br />15 <br />18.00' <br />24.00' <br />36.00' <br />24.00' <br />36.00' <br />24.00' <br />36.00' <br />24.00' <br />36.00' <br />24.00' <br />36.00' <br />24.00' <br />36.00' <br />24.00' <br />18.00'24.00'14.14'3.00'24.00'4.10'153.00'3.00'24.00'18.00'24.00' <br />36.00' <br />24.00' <br />36.00' <br />24.00' <br />36.00' <br />24.00' <br />36.00' <br />24.00'18.00'24.01'18.01'30.05'NORTH PARKING <br />(501 STALLS) <br />58 <br />56 <br />58 <br />52 <br />32 <br />34 <br />34 <br />26 <br />23 <br />38 <br />26 <br />26 <br />24.00'NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGALL WORK, EXCLUDING WALKS, DECORATIVE <br />METAL FENCE, ENTRANCE APRONS, CURB <br />AND GUTTERS, AND ASPHALT 10' NORTH OF <br />PROPERTY LINE BY ALTERNATE #1 <br />1 <br />C2.13 <br />1 <br />C2.13 <br />9'X18' STALLS (TYPICAL) <br />9'X18' STALLS (TYPICAL) <br />9'X18' STALLS (TYPICAL) <br />9'X18' STALLS (TYPICAL) <br />9'X18' STALLS (TYPICAL) <br />9'X18' STALLS (TYPICAL) <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 />1 <br />C2.13 <br />3 <br />C2.13 <br />TRANSITION CURB <br />3 <br />C2.13 <br />3 <br />C2.13 <br />C2.13 <br />20 <br />C2.13 <br />19 <br />TRANSITION CURB <br />STYLES OVER 10' <br />3 <br />C2.13 <br />6 <br />C2.13 <br />6 <br />C2.13 <br />6 <br />C2.13 <br />6 <br />C2.13 <br />6 <br />C2.13 <br />C2 <br />8 <br />C2.13 <br />8 <br />C2.13 <br />8 <br />C2.13 <br />9 <br />C2.13 <br />1 <br />C2.14 <br />10 <br />C2.13 <br />2 <br />C2.14 <br />10 <br />C2.13 <br />10 <br />C2.13 <br />10 <br />C2.13 <br />10 <br />C2.13 <br />10 <br />C2.13 <br />10 <br />C2.13 <br />10 <br />C2.13 <br />10 <br />C2.13 <br />10 <br />C2.13 <br />10 <br />C2.1310 <br />C2.13 <br />10 <br />C2.13 <br />10 <br />C2.13 <br />10 <br />C2.13 <br />11 <br />12 <br />C2.13 <br />12 <br />C2.13 <br />12 <br />C2.13 <br />4" WIDE SINGLE WHITE PAINT STRIPE <br />PAINTED DIRECTIONAL ARROW <br />PAINTED <br />DIRECTIONAL <br />ARROW <br />13 <br />C2.13 <br />PAINTED ACCESSIBLE <br />SYMBOL (TYPICAL) <br />4" PAINT STRIPE @ 3' <br />O.C. WITH WORDS "NO <br />PARKING" (TYPICAL) <br />3 <br />C2.13 <br />3 <br />C2.13 <br />3 <br />C2.13 <br />3 <br />C2.13 <br />C2.13 <br />20 <br />C2.13 <br />19 <br />C2.13 <br />20 <br />C2.13 <br />19 <br />C2.13 <br />20 <br />C2.13 <br />19 <br />C2.13 <br />20 <br />C2.13 <br />19 <br />C2.12 <br />3 <br />C2.12 <br />21 <br />C2.12 <br />2 <br />C2.14 <br />6 <br />C2.13 <br />C2.12 <br />3 <br />C2.12 <br />21 <br />C2.12 <br />22 <br />C2.13 <br />5 <br />C2.13 <br />5 <br />C2.13 <br />1 <br />C2.13 <br />5 <br />C2.13 <br />5 <br />C2.13 <br />2' x 8' PAINTED CROSSWALK PANELS @ 5.5' O.C. <br />1 <br />C2.13 <br />DB16 <br />C2.13 DB 17 <br />C2.13 <br />CB 12 <br />C2.15 <br />CB 12 <br />C2.15 <br />CB12 <br />C2.15 <br />CB12 <br />C2.15 <br />DB 17 <br />C2.13 <br />DB 17 <br />C2.13 <br />EC2.13 <br />16 <br />FC2.13 <br />16 <br />FC2.13 <br />16 <br />17 <br />C2.13A <br />PAINTED 'STOP' BAR <br />17 <br />C2.13A 2' x 8' PAINTED CROSSWALK <br />PANELS @ 5.5' O.C. <br />AC2.13 <br />17 <br />PAINTED 'STOP' BAR <br />2' x 8' PAINTED CROSSWALK <br />PANELS @ 5.5' O.C. <br />AC2.13 <br />16 <br />PAINTED 'STOP' BAR <br />12 <br />C2.13 <br />2' x 8' PAINTED CROSSWALK <br />PANELS @ 5.5' O.C. <br />24" SOLID YELLOW LINE @ 30' O.C. WITH <br />DOUBLE 4" YELLOW LINE BORDER. BLACK OUT <br />EXISTING PAINT STRIPING. LIMITS SHALL MATCH <br />THE EXISTING CENTER LANE MARKINGS <br />STANDARD ONE-WAY DIRECTIONAL <br />COMBINED DIRECTIONAL <br />TIERED PERPENDICULAR <br />2 <br />C2.14COMBINED DIRECTIONAL <br />2 <br />C2.14 <br />STANDARD ONE-WAY <br />DIRECTIONAL <br />2 <br />C2.14 <br />STANDARD ONE-WAY <br />DIRECTIONAL <br />EC2.13 <br />16 <br />5' WIDE SIDEWALK <br />5' WIDE SIDEWALK <br />5' WIDE SIDEWALK <br />8' WIDE SIDEWALK <br />5' WIDE SIDEWALK <br />NOTES: <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 />EXISTING PARKING COUNTS (680 TOTAL STALLS): <br />NORTH PARKING = 158 CAR STALLS <br />BUS / EAST PARKING = 446 CAR STALLS <br />SOUTH PARKING = 68 STALLS <br />WEST PARKING = 8 STALLS <br />PROPOSED PARKING COUNTS (705 TOTAL CAR STALLS): <br />NORTH PARKING = 501 STALLS <br />BUS / EAST PARKING = 29 BUS STALLS, 174 CAR STALLS <br />SOUTH PARKING = 6 STALLS <br />WEST PARKING = 8 STALLS <br />ACCESSIBLE PARKING = 16 STALLS <br />ACCESSIBLE PARKING STALL REQUIREMENTS = 19 STALLS <br />ACCESSIBLE PARKING STALLS PROVIDED = 20 STALLS <br />SITE STATISTICS: <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 />C1.21 <br />1" = 30' <br />DAR <br />MET <br />02/06/2019 <br />172270 <br />40180 02/06/2019 <br />DAVID A. REY <br />NORTHPLANFINISHING <br />BUILDINGS: 246,897 SQ. FT. <br />PARKING AND DRIVES: 390,962 SQ. FT. <br />WALKWAYS: 80,981 SQ. FT. <br />IMPERVIOUS SURFACE BREAKDOWN: <br />Addendum #2 02/22/2019 1Addendum #3 02/26/2019 2 <br />MnMUTCD R1-1 <br />(30"x30")A <br />MnMUTCD S1-1 <br />(30"x30")B <br />MnMUTCD W16-7P <br />(24"x12")C <br />MnMUTCD W16-9P <br />(24"x12")D <br />MnMUTCD R4-7 <br />(36"x30")E <br />MnMUTCD R3-7 <br />(30"x30")F <br />SIGNAGE KEY NOTES