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1 <br />2 <br />• 3 <br />4 <br />5 <br />6 <br />MN <br />C <br />A <br />B <br />C <br />C <br />12 <br />F <br />G <br />1 <br />WETLAND 1 <br />EXISTING 2YR HWL = 899.66 <br />PROPOSED 2YR HWL = 899.68 <br />LLS EXISTING 10YR HWL = 900.13 <br />ENE PROPOSED 10YR HWL = 900.03 <br />FENCE 1 ' EXISTING 100YR HWL = 900.72 2C17- NORTH-' <br />PROPOSED 100YR HWL = 900.33- _ - ` <br />\ <br />\ 15 <br />15 \ 2 1 25' WETLAND BUFFER 2.1 <br />\ DRY BASIN 4P o Lor10 <br />\ S F <br />•Z� <br />IDGE LANE <br />, MN 55014 1.0' <br />VOODRIDGE LANE <br />LAKES, MN 55014 <br />229 WOODRIDGE LANE-:. <br />LINO LAKES, MN 55014 6 <br />231 WOODRIDGE LAK <br />LINO LAKES, MN 55014 <br />Shed <br />FENCE FALLS <br />O.Ix NORTH <br />LOT 8 11 1 LOT 7 11 1 LOT 6 1 1 1 LOT 5 1 1 1 LOT 4 1 1 1 LOT 3 1 11 LOT 2 <br />LOT 9 <br />FETICE COR, <br />0.5% SOUTH <br />LOT 1 I <br />00-- ° 12 -f 13 <br />°. C2.1 A ° 2.1 ° <br />7 <br />1 <br />15 N LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 <br />C2.1 <br />+ LOT 15 <br />\ <br />\\ LOT 11 12 2 1 A ° • - <br />a 9'X20' <br />\ \ O O �� 0 STALLS (TYP) <br />a <br />\ 13 4D I <br />`\ 4 C2.1 a c <br />` \ LOT 14 O + I <br />/ ^ ° <br />9'X20' 4" PAINT STRIPE @ 3' <br />STALLS (TYP) y O.C. WITH WORDS +' <br />"NO PARKING" (TYP) <br />LOT 13--------- <br />O N <br />12 <br />,i \ C2.1 <br />.0 op \ LOT 12 <br />-''' \ 9'X20' II <br />\ \ STALLS (TYP) <br />\ \ 4D <br />\\ 20,0 ® . <br />24.00,1 <br />40 0pti 24 0p ® 10 II <br />POND 3P NORTH POND 1 I H 1R40.00, ,® _ 2.1 2412 20, <br />C2.1 <br />MATCH LINE /- - ` - <br />233 WOODRIDGE LANE /-' ° <br />LINO LAKES, MN 55014 //-' \ \ � 2'x8' PAINTED CROSSWALK ���� 4" WHITE <br />-��- PANELS @ 4' O.C. I PAINT STRIPE <br />/ <br />/ \• Z <br />z C <br />239 WOODRIDGE LANE-/� \ `\ � <br />LINO LAKES, MN 55014 �/� \ \ Z MAIN BUILDING <br />o <br />- J <br />f <br />op 0 <br />O l I <br />241 WOODRIDGE LAh E$- /-' \ • <br />LINO LAKES, MN 55014 /�' \ • > <br />.0p <br />do <br />411 .0 <br />' off_ ��/-' \ 12 1 G <br />245 WOODRIDGE L���hE -- \ 2.1 I <br />LINO LAKES, MN 55014 /-- \ i <br />12 <br />2.1 <br />O ° <br />0 <br />L 6 <br />251 WOODRIDGE LANET:+.o ° `11- = <br />LINO LAKES, MN 55014 <br />-'� 13 w <br />2.1 4D <br />\ U I <br />0 <br />` 1 n I I I I <br />253 WOODRIDGE LAN F `\ \ ' I I- - - - - - ---- <br />- I -I I I I <br />LINO LAKES, MN 55014 <br />\ v I I <br />I I II I I I <br />4D \� ° <br />I I I <br />-----------I I I <br />I I <br />255 WOODRIDGE LAN= I\ U U I I <br />LINO LAKES, MN 55C 11-, I \ I I I <br />I \ n nl I I <br />--- ------ . \ I I I II I <br />UI <br />1 <br />` `% _ \ r <br />I <br />\ ; I <br />j 255 ASH STREET r I - 1- I <br />SAINT PAUL, MN 55126 <br />co <br />% IL ------- <br />. I <br />W <br />O <br />676 COUNTY ROAD J WEST 668 COUNTY ROAD J WEST v <br />SHOREVIEW, MN 55126 SHOREVIEW, MN 55126 � <br />Ash Stia(County Road <br />8 g 10 <br />Lyngblomsten Lino <br />Lakes Campus <br />NOTES: <br />1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, 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 />SIGNAGE KEY NOTES <br />O <br />• MnMUTCD R1-1 <br />(30"x30") <br />12 <br />2.1 <br />B <br />O <br />D O O MnMUTCD R5-1 <br />(30"x30") <br />ENTER <br />11 12 <br />2.1 2.1 <br />MnMUTCD R3-2 <br />(24"x24") <br />12 <br />2.1 <br />O <br />MnMUTCD <br />(5411x30") <br />NL ONLYIONLY11 <br />R3-8ACA 12 <br />2.1 <br />O <br />MnMUTCD R3-8AC 12 <br />(36"x30") 2.1 <br />NL ONL <br />O <br />MnMUTCD R3-8CA 12 <br />(36"x30") 2.1 <br />NL ONL <br />AHEAD MnMUTCD W16-9P��J <br />(24"x12 ) <br />2 1 <br />O <br />MnMUTCD W16-7P <br />(24"x12") <br />12 <br />2.1 <br />O <br />MnMUTCD W11-2 <br />(24"x24") <br />12 <br />2.1 <br />LEGEND <br />REFERENCE KEY TO SITE DETAILS <br />1 DETAIL I.D NUMBER (TOP) <br />c2.1 DETAIL SHEET NUMBER (BOTTOM) <br />10 11 12 13 14 15 <br />d PROPOSED TRAFFIC CONTROL SIGN <br />2.1 2.1 2.1 2.1 2.1 2.1 <br />® PAINTED ACCESSIBLE SYMBOL <br />/11 PAINTED DIRECTIONAL ARROW - LEFT - PER MnDOT PMA-2 (72"x96") OL <br />PAINTED DIRECTIONAL ARROW - RIGHT - PER MnDOT PMA-2 (72"x96") O <br />2' x 8' CROSSWALK PANELS @ 4' O.C. <br />4" WIDE PAINT STRIPE @ 3' O.C. <br />PROPERTY LINE <br />d' <br />STRIPING KEY DESCRIPTION <br />E ice <br />A s <br />le <br />1ST DIGIT <br />DIGIT <br />WIDTH <br />COLOR <br />CO <br />(4", 6", ETC.) <br />W - WHITE <br />2ND DIGIT <br />Y - YELLOW <br />PATTERN <br />S - SOLID <br />D- DOUBLE <br />EXAMPLE <br />4D 4" WIDE DOUBLE YELLOW PAINT <br />GENERAL INFORMATION: <br />THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD <br />CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT <br />APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY <br />STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY <br />SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. <br />EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT <br />PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE <br />BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES <br />OR CROSSWALKS. <br />A TOLERANCE OF 1/4 INCH UNDER OR 1/4 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING <br />PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. <br />BROKEN LINE SEGMENTS MAY VARY UP TO ONE-HALF FOOT FROM THE SPECIFIED LENGTHS PROVIDED THE <br />OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY, ALIGNMENT DEVIATIONS FROM THE <br />CONTROL CUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL <br />JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR <br />RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. <br />MATCH EXISTING PAVEMENT MARKINGS AT PROJECT LIMITS AS DIRECTED BY THE ENGINEER. <br />ALL CONFLICTING PAVEMENT MARKINGS IDENTIFIED BY THE ENGINEER SHALL BE REMOVED BY A METHOD <br />APPROVED BY THE ENGINEER. <br />LYNGBLOMSTEN <br />14115 ALMOND AVE W <br />ST. PAU L, MN 55108 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1 651.227,7773 <br />ANDERSON-JOHNSON <br />ASSOCIATES, <br />INC. 24cfA <br />LANDSCAPE ARCHITECTURE • SITE PLANNING • CIVIL ENGINEERING <br />7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427 <br />FAX (763) 544-0531 PH (763) 544-7129 <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 />PROFESSIONAL ENGINEER <br />under the laws of the State of MINNESOTA <br />Z �- &" <br />qNW DAVID A. REY <br />Registration Number 40180 Da 10/04/2019 <br />Revisions <br />Description Date Num <br />Comm: 196015 <br />Date: 10/04/2019 <br />Drawn: BJD <br />Check DAR North <br />STRIPING AND <br />SIGNAGE PLAN <br />OVERALL <br />Scale: 1 "=60' <br />0 30 60 <br />1m2 <br />