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f <br />2 <br />3 4 5 6 7 8 9 <br />d <br />iD <br />Lyngblomsten Lino <br />Lakes Campus <br />MN <br />C <br />A <br />B <br />C <br />C <br />E <br />F <br />G <br />I.l <br />NOTES <br />1. REFER TO SHEET C1.41, UTILITY PLAN NORTH WATERMAIN, FOR NOTES. <br />2. REFER TO SHEET C1.31, GRADING PLAN NORTH, FOR GENERAL NOTES. <br />LEGEND <br />1 <br />REFERENCE KEY TO SITE DETAILS <br />C2.1 <br />DETAIL I.D NUMBER (TOP) <br />DETAIL SHEET NUMBER (BOTTOM) <br />EXISTING CONTOUR <br />`955 - <br />PROPOSED CONTOUR <br />PROPOSED SPOT ELEVATION <br />�54.6 <br />ME = MATCH EXISTING <br />- - - - - - - <br />PROPOSED GRADING LIMITS <br />PROPOSED SANITARY SEWER <br />" <br />PROPOSED STORM SEWER <br />PROPOSED WATERMAIN <br />16 25 4 <br />PROPOSED FINGER DRAIN (FD) / DRAINTILE (DT) / PERFORATED PIPE DRAIN (PPD) <br />C2.1 C2.1 2.1 <br />r2 4-Y s <br />O <br />PROPOSED MANHOLE (MH) <br />C2.1 2.1 <br />® <br />PROPOSED CATCH BASIN (CB) 22 <br />C2.1 <br />4 <br />PROPOSED FLARED END SECTION FES 1 2 <br />( ) <br />+ <br />PROPOSED HYDRANT (HYD) 11 <br />N <br />PROPOSED GATE VALVE (GV) 12 <br />2.1 <br />® <br />PROPOSED POST INDICATOR VALVE (PIV) 13 <br />2.1 <br />OVERTICAL <br />PROVIDE MINIMUM 24" VERTICAL SEPARATION AT CROSSING - PROVIDE <br />BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. 15 <br />CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. 2.1 <br />® <br />PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS <br />- - - <br />PROPERTY LINE <br />WETLAND 1 <br />EXISTING 2YR HWL = 899.66 <br />PROPOSED 2YR HWL = 899.68 <br />EXISTING 10YR HWL = 900.13 <br />PROPOSED 10YR HWL = 900.03 <br />EXISTING 100YR HWL = 900.72 06.0 EOF 06.7E01 <br />00.1 EOFPROPOSED 100YR HWL = 900.33 .-�.-■- -.-.---------■-■-.-.- <br />- - <br />7 06.0 EO 07.2 EOF <br />• W <br />% 06.0 EOF <br />/ 1 r, r� / • `0r <br />6.1 EOF I • <br />25'WETLAND BUFFER 0763 `07.4 o7.OJ �07.0 07.0� `07.4 08.2J `087 `089 <br />/ LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 <br />LOT 9 INV. = 901.4 INV. = 901.0 INV. = 901.0 INV. = 901.0 INV. = 901.4 INV. = 902.2 INV. = 902.7 INV. = 902.9 <br />INV. =901.6 S=27• S=27' S=27' S=27' S=27' S=27' S=27' S=28' <br />S=3dd1QQ' Vy- W=388'' o�W=38' W=38 =06 W= f.738' W=45' <br />02.0 EOF � / � W - 07� ��.4 0 1 r 07.0 07.4 08.2 off � 08.7 <br />08.9 08.9 <br />07.5 07.6 07.0 07.0 07.0 <br />DRY BASIN 4P / LOT 10 <br />INV. = 901.5 1 <br />BOTTOM =SLOPED AT 1 % I S = 31' <br />HWL =901.00 W=43' <br />07.52 � <br />EOF = 902.00 <br />7 , <br />i <br />ODRIDGE LANE <br />kKES, MN 55014 <br />231 WOODRIDGE LANE <br />LINO LAKES, MN 55014 <br />\ 07.3 07.1 <br />07.3 4701r 17 <br />LOT 16 <br />INV. = 901.3 INV. = 901.1 <br />S=38' S=52' <br />• L 45 W = 29' W = 29' <br />`OX V. = 9411633 EOF 07.31 07.1 <br />S=36' • <br />� W = 30' U LJ <br />rV8.=9800.3 =,..., <br />07.3 <br />W=88' ^� <br />L 06.3 06.31 7 \ <br />7 <br />V <br />233 WOODRIDGE LANE <br />LINO LAKES, MN 55014 / <br />239 WOODRIDGE LANE <br />LINO LAKES, MN 55014 <br />01.9 E-V <br />KV. 10:1 SAFETY <br />M59 <br />241 WOODRIDGE LANE <br />LINO LAKES, MN 55014 <br />245 WOODRIDGE LANE <br />LINO LAKES, MN 55014 <br />251 WOODRIDGE LANE <br />LINO LAKES, MN 55014 <br />253 WOODRIDGE LANE <br />LINO LAKES, MN 55014 <br />255 WOODRIDGE LANE <br />LINO LAKES, MN 55014 <br />07.1 <br />LOT 14 <br />07.111NV. = 901.1 <br />5=64' <br />W=56' <br />2 <br />\ �\ 0711 TOPOF AL 07.0 <br />BOTTOM O WA 900 <br />6.06.5 L / <br />0660T 13 06.5' <br />_ INV. = 900.5 <br />S=73' <br />W=63' <br />06.2 <br />06.2 oe° <br />LOT 12 <br />INV. = 900.2 <br />06.P/ 64' / <br />= 64' 44' / <br />�i <br />/ v <br />1 <br />OP L909 <br />V BOTT M WALL 900.5 <br />V / <br />\ POND 3P NORTH POND <br />\ J BOTTOM = 886.00 <br />\ \ HWL=900.80 V / <br />\ EOF = 901.90 <br />\ J 11 <br />\ J <br />07. ��07.6 1 08.7 08.7� I <br />INV. = 901.3 LOT 19 LOT 20 <br />S = 38' INS/. - 901.6 INV. = 902.7 <br />W = 29' is 38' S = 39' <br />��73,-1 I �07.6 W=29' 08.71 <br />/ %10.5 ! \ <br />L 105 <br />N 10.5 <br />10.5-7V�C <br />/ FFE = 898.50 10 51 , <br />-10.5 =ARCH 88'-0" <br />06. EOF �� \ <br />\ tos <br />J 10.5 <br />C\ , ELEVATOR PIT70.5� <br />�\ J FFE C893.-0 I <br />ARCH 83'-0" <br />C\ 10.5� <br />\ � v <br />r\ 11o.s <br />FFE = 898.50 10.5 <br />=ARCH 88'-0" � � I <br />v <br />r\ <br />V <br />r 10.5 <br />L 10.51 <br />\� 10.5 <br />\ 10.5� V <br />'EOF = 901.90 <br />\ <br />9­10.5 J \ FFE = 905.5 <br />ARCH 95'-0" ELEVATOR PIT: <br />\ 105 <br />A <br />H <br />TOP W LL 907 <br />\ BOTT M L <br />10' WIDE 8% MAX \ �� <br />LONGITUDINAL SLOPE, 2% <br />MAX CROSS SLOPE <br />MAINTENANCE ACCESS - <br />\ <br />� � I <br />\/� \ 02.2 O <br />1� <br />255 ASH STREET <br />SAINT PAUL, MN 55126 <br />/ FFE 8930' <br />=ARCH 83'-'-0" <br />` FFE = 898 <br />\ =ARCH 811- <br />8'-0" <br />10.5 <br />\ FFE = 905.5 10.5 <br />Z= ARCH 95'-0" <br />\ <br />L 90 .8 10.5 R <br />S <br />y 10.5 <br />/ <br />° <br />0 <br />G - - - - \ <br />MAIN BUILDING <br />98.5 <br />�.5 4ELEVATOR PIT: <br />FFE = 893.50' <br />= ARCH 83'-0" <br />FFE = 898.50 <br />qll <br />r- - - - - - - - - - - <br />II rJ U ' I I � I <br />I <br />n � <br />I----------- I J I I fi <br />I U U <br />\ I --- <br />L---------J <br />I I I I I I <br />r------------iII I I 1 <br />I` I\ U U I <br />I I / <br />\v \\lI II II 'I <br />/ x V <br />\ / x lawI&OO s <br />91v-D.ao <br />\ ;--- �-----i- Io��--I-----�--- -- i t- <br />\ PL -Ju // I <br />/ I <br />I I <br />I �J <br />_-_j I I \ I I I <br />r�x <br />x \1 J i <br />1 I <br />I <br />I <br />161 34 - - 1 rain"-9ol ss I 1 <br />1 p N <br />11111 It <br />RN-901.22 W-Moo CoS �V 3` � 74 1 <br />I �F <br />L <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 1651.227.7773 <br />ANDERSON-JOHNSON <br />ASSOCIATES, <br />INC. <br />24cfA <br />LANDSCAPE ARCHITECTURE • <br />SITE PLANNING • CIVIL ENGINEERING <br />7575 GOLDEN VALLEY ROAD <br />SUITE 200 MINNEAPOLIS. MN 55427 <br />FAX (763) 544-0531 <br />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 />DAVID A. REY <br />Registration Number 40180 Da(10/04/2019 <br />Revisions <br />Description jDate Num <br />UD FINAL PLANS 05/11/202 <br />Comm: 196015 <br />Date: 10/04/2019 <br />Drawrx BJD <br />Checic DAR North <br />UTILITY PLAN <br />OVERALL <br />1 Scale: 1 "=60' <br />0 30 60 <br />■ <br />