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11C-804TYPICAL POND SECTIONNOT TO SCALE10'10H:1V SAFETY BENCHAREA TO BE SEEDED WITH BWSR W4MIX AND COVERED WITH CAT 1S ECB.NO POLY NET ALLOWEDBOTTOM:NORTH POND=914.00SOUTH POND=913.003H:1V4H:1V 14"7"136"6"1312"6.25% SLOPETOP OF BITUMINOUS MATERIAL3" R12 " R12" R12"18" B61812" B61224" B6246" CLASS 5AGGREGATE BASE(100% CRUSHED)8"3C-804CONCRETE CURB AND GUTTERNOT TO SCALE7C-804CONCRETE CURB AND GUTTER - TIP OUTNOT TO SCALE9C-804MEDIUM DUTY BITUMINOUS PAVEMENTNOT TO SCALE8C-804CONCRETE SIDEWALKNOT TO SCALE6C-804CONCRETE DRIVEWAY APRONNOT TO SCALE5C-804SIGN POSTNOT TO SCALE4C-804STANDARD PARKING LOT SIGNSNOT TO SCALE2C-804TYPICAL PAVEMENT MARKINGSNOT TO SCALE1C-804ACCESSIBILITY STRIPINGNOT TO SCALETOP OF BITUMINOUSMATERIAL12" R3" R136"12 " R6"1212"6" CLASS 5 AGGREGATEBASE (100% CRUSHED)MATCHROAD SLOPE12"8"7"18" B61812" B61224" B624COMPACTED SUBGRADE4" CONCRETE PAVEMENT (TYPE 3F52A)4" MNDOT CLASS 5 AGGREGATE BASE(100% CRUSHED)COMPACTED SUBGRADE2" BITUMINOUS WEAR COURSE(SPWEA340B) PER MNDOT 23608" MNDOT CLASS 5 AGGREGATEBASE (100% CRUSHED)BITUMINOUS TACK COATPER MNDOT 23572" BITUMINOUS NON-WEAR COURSE(SPNWA340B) PER MNDOT 2360SECTION A-AAPLANW18"VARIES - SEE PLANA6.25% GRADE6" X 6" #6 WELDED WIREMESH6" CLASS 5 BASE6" CONCRETEPAVEMENTCONTROL JOINTSMAX SPACING 8'EXPANSION JOINT (TYPICAL)NO SCALENO SCALE3"MIN 1% GRADEVARIES - SEE PLAN18"NOTES:1.CONTROL JOINT SPACING SHALL BE A MAXIMUM OF 12 FEET.ASPECT RATIO BETWEEN L AND W SHALL NOT EXCEED 1.5:1.B618 CURBANDGUTTERR25'R 2 5 'POUR CURB INTEGRALWITH CONCRETE SLABPOUR CURB INTEGRAL WITHCONCRETE SLAB20"-0"OR AS REQUIRED4"15"2'-8"2'-8"9"15"4"4"15"28"8"TYPICALPAVEMENT STRIPINGTRAFFIC ARROWTYPICAL LETTERNOTES:1.PAINT SHALL BE APPLIED AT A THICKNESS OF 22 WET MILS AND 15 DRY MILS.2.PAINT SHALL BE NON-REFLECTIVE WHITE PAINT FOR ALL TYPICAL PAVEMENTMARKINGSTYPICALCROSSWALK PANEL5'2'STOPDO NOTENTERPARKINGVEHICLE IDREQUIREDUP TO $200 FINE FORVIOLATIONVANACCESSIBLER5-130"X30"W11A-224"X24"R1-130"X30"ACCESSIBLE PARKING - 12"x18"VAN ACCESSIBLE - 12"x6"ORR1-5C18"X24"3/8" DIA. HEX HEAD BOLTW/ HEX NUT AND WASHERS2 1/4" 12 GA.1' - 6"5' - 6"6"2 1/2" 12 GA.FINISHEDGRADEVANACCESSIBLERESERVEDPARKINGSIGNAGE OTHERTHAN ACCESSIBLE(PED XING, STOP, ETC.)GALVANIZEDSQUARE TUBEUSE 6" SCH. 40 STEEL PIPEFILLED W/ CONCRETE WITHTOP ROUNDED BLUE IDEALSHIELD ONLY WHEN SIGN IS INPAVED AREA OR SIDEWALK.SLOPE TOP OFCONCRETESEE BREAK AWAY TUBEPOST WHEN PIPE BOLLARDIS NOT REQUIRED3500 P.S.I. P.C.CONCRETE1'-6"BACK OF CURB OR EDGE OF SIDEWALK 1'-0"4'-0"3" MIN.4'-0"5'-0" (MIN) 5'-6" (MAX)NOTES:1.ALL SIGNS SHALL COMPLY WITH U.S.DEPARTMENT OF TRANSPORTATION,FEDERAL HIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORM TRAFFICCONTROL DEVICES", LOCAL CODES ANDAS SPECIFIED. MOUNT SIGNS TO POST INACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.2.GALVANIZED SQUARE TUBE SHALL BE2"x2"X3/16" 14GA. POST TUBE SHALLMEET ASTM A1011 GRADE 50. POST TUBEGALVANIZED PER ASTM A653 GRADE 90.HEAVY DUTY ANCHOR TUBE SHALL BE2-1/4"x2"-1/4"x3/16" 14GA. ANCHOR TUBESHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BEHOT DIP GALVANIZED PER ASTM A1233.THE UPPER SIGN POST SHALLTELESCOPE INSIDE THE ANCHOR TUBE AMINIMUM OF 12". THE ANCHOR TUBESHALL BE A MINIMUM OF 38" DEEP WITH3" MIN. 4" MAX EXPOSED ABOVE FINISHGRADE.BREAK AWAY TUBE POST2'4"ACCESSIBILITYSYMBOL, SEE DETAILNO PARKINGNOTES:1.STRIPING ADJACENT TO HANDICAP PARKING SHALL BE BLUE.2.DIMENSION HANDICAP SYMBOLS PER INTERNATIONAL SYMBOL OF ACCESSIBILITY DETAIL.3.SEE PLAN FOR STALL DIMENSIONS.4.DIMENSION "NO PARKING" TO BE 1' TALL.5.SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.SIDEWALKSEE SITE PLAN ANDGRADING PLANSIGN POST 1' OFF BACK OF CURB OR SIDEWALKEDGE. SEE SITE PLAN FOR PLACEMENT1'1'SEE PLANINV: SEE PLANINV: SEE PLANCONCRETE WEIRPROFILE VIEWMONOLITHICALLYPOURED BOTTOMPLAN VIEWRIM ELEV: SEE PLANWEIRINLET P IPE OUTLE T PIPENOTES:1.MANHOLE SHOULD BE CONSTRUCTED AND INSTALLED IN ACCORDANCEWITH STORM MANHOLE STRUCTURE DETAIL 6/C-802OUTLET PIPEINLET PIPE4"10C-804OUTLET CONTROL STRUCTURE (OCS)NOT TO SCALEORIFICE3" INV=917.00 (OCS-4)3" INV=919.00 (OCS-8)6" INV=918.00 (OCS-16)NWL:NORTH POND=919.00, SOUTH POND=917.00HWL:NORTH POND=920.76, SOUTH POND=921.75TOP OF WEIREL=921.70 (OCS-4)EL=920.80 (OCS-8)EL=920.00 (OCS-16)DWN BY:ISSUE DATE:PROJECT NO.:M:\2112 - Kaas Wilson\20-500 St. Anthony Independent Senior Living\DESIGN\CAD\PLANSHEETS\C-801 DETAILS 2112-20-500.dwg 12/17/2020 ROSHAAN A. GRIEME DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/17/2020 10:55:01 AM SUB CONSULTANT:CLIENT:PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N 7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COMKAAS WILSONARCHITECTSST. ANTHONY INDEPENDENT SENIOR LIVING 2501 LOWRY AVE ST. ANTHONY, MINNESOTA 554182112-20-500MDH RAG DML12/16/2020211/17/2020 CITY SUBMITTAL 1 12/16/2020 CITY SUBMITTAL 2DWN BY:ISSUE DATE:PROJECT NO.:M:\2112 - Kaas Wilson\20-500 St. Anthony Independent Senior Living\DESIGN\CAD\PLANSHEETS\C-801 DETAILS 2112-20-500.dwg 12/17/2020 ROSHAAN A. GRIEME DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:12/17/2020 10:55:01 AM SUB CONSULTANT:CLIENT:PROJECT TITLE:CHK'D BY: APP'D BY:CERTIFICATION:N O T F O R C O N S T R U C T I O N 7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COMKAAS WILSONARCHITECTSST. ANTHONY INDEPENDENT SENIOR LIVING 2501 LOWRY AVE ST. ANTHONY, MINNESOTA 554182112-20-500MDH RAG DML12/16/2020211/17/2020 CITY SUBMITTAL 1 12/16/2020 CITY SUBMITTAL 2 C-804DETAILS71