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1 2 3 4 5 6 7 8 <br />9 <br />Lyngblomsten Lino <br />Lakes Campus <br />A <br />MN <br />E <br />C <br />C <br />E <br />F <br />G <br />C <br />NOTES <br />\ I I I I 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. <br />1 <br />x <br />M WETLAND 1 ,1 �y <br />\ EXISTING 2YR HWL = 899.66 <br />\ PROPOSED 2YR HWL = 899.68 x� I �P" I I x4e 'j <br />s �I BENCHMARKS( ) <br />\ EXISTING 10YR HWL = 900.13 j x ) \ �sg I e FIELD VERIFY BEFORE USING <br />x <br />S -----PR OSED 10YR HWL = 900.03 I / % t X x f I xe°1 7q�A� X\°y I �p"o-q <br />Y X xX I I I 1 I 06.711 x ---_�- i•� .1 ME gam' I <br />x\ e EXISTING 100YRHWL=900.72 w I / . ,,[ u 11 I 0610EOF ' 07. E i 06.1ME BENCHMARK: MNDOT MONUMENT LOCATED AT THE SOUTHEAST QUADRANT OF SUNSET AVENUE <br />�'` \ \ yFQ• /N89 5 35 E {ai/4.4 J. .8 ME \ 08.7ME 10.1 ME I 06.1 ME 06.2 ME 06.21wE <br />\• 9.2 ME 99 RAIE-� 1 00.1 E�FPR DOSED 100YR HWL = 900.33 _ OO.ME 00.3 ME - -�x�� - x- x-x- x- -x� 05.4 07.3 07.2 <br />0�!4 ME ``44 -- 00.4 ME r e�1 / / / ,q 6.0 EOF 7 ' Oj 07.2 EO� 06 1 yFPS OVER 35 W <br />1 \� \;1 `02l9 9 SM %' / 05.4�6' 05.3 �6.�� 8 907 x\ I , \ 02.9ry �p 90 /1 Elevation = 929.283 (NGVD29) <br />\�\ x _ �- 02.9 ' 02.9 /ice 9&ME g gp6 05.0 I 107L4 <br />I I t I I <br />\\ \\\\ \\ \ "\ \\ y ° x C xl ° / / / X L/oTs �sS t07'LOT8 x Lcir?7.01 07.0OT6 L�5 7'0� \ � � t087LOT2 t08 aLOT, / \\ + SITE BENCHMARK: TOP NUT OF HYDRANT LOCATED AT THE SOUTHWEST QUADRANT OF ASH <br />xqV 03.3 ME \ \ I 99.81499 / 1 k / � xaf// <br />•�� \ \\ \ \ � � ozs 4,1 \ \ I I STREET AND HODGSON ROAD. <br />02.0 EOF- ME � X 07.4 07.0 \/08.2 08.7 / / I <br />07.0 ozo z o8.7 . Elevation = 906.81 (NGVD29) <br />Oj.S °0 6 07.4 u 07.0 Q7.0 07.0/�. ° 0.Ji/ 08.9 . <br />\ & \ \ \\ D Y BASIN 4P x�� 1 L91rr10 02.9 \\9'6Ms / os.s \ O I j SITE BENCHMARK: TOP NUT OF HYDRANT LOCATED AT THE SOUTHEAST QUANDRANT OF ASH <br />\ \ 1 I ' � x 08.5 -� <br />\ \ \\ 1 1 \ I# / \ / 07.5 071 05.6 os.s o5.5 07.3 0,., 07.5 I STREET AND HODGSON ROAD. <br />\ \ \ 1 y / �o os. 06.2 \ 07.9 07. <br />\ \ \ 99.6 ME x I �O p 06 6 06.4 / 9p6 06.0 06.5 05.9 05.8 07.6 0 1 <br />\ \ � g / x�'':o > 1 L t t o ds' X Elevation = 903.48 NGVD29 <br />`06.8 / 05.9 06,' p 08.0 07.g 08.6 I (NGVD29) <br />\ \ \ \ \ I� \ / Il�pp N I 06.5 05.fi . 1, 05.6 05.5 07. �,c1i I I <br />. r07.7 xW' I 07.)ME 1 <br />'''� \ \\\x 5�2.91�IE, 1 0 • x 5.9E 07.5 / 0 1 <br />i ` I o6.0 5. 08 I IAA SITE BENCHMARK: THRESHOLD ELEVATION ON EAST SIDE OF BUILDING LOCATED AT 6011 <br />,.p, \ \ I I 1 05.9 07.9 a <br />'�I 4•" \ \ \ \ \ \ \ \ \ I I I 06.21 OF 05.9 07.0 06.1 06. \ 08 07.2 08.6 / I <br />\ 99.7 ME <br />99.8ME \ Kd 107 90 ° / I I 1 HODGSON ROAD. <br />"C 02.3ME 98.0 � \ 06.2� , I s ` 06.7 I 1 Elevation = 905.36 (NGVD29) <br />7�aH 0 073 �07.1 I ME 4 <br />\ \ ME I ' 07dA'�`� 7q,107.1 c c 07. T 14.3 07.6 ► 08.7 08.7 07. <br />\ X / LOtl_6� ,o .d / LOT 19 LOT 20 07.2 08.2 5N" <br />/ 07.6qFP(07.7 a I I 1 <br />�`,\ () i °6• ` / L5 / 05.4 07.3 07.6 08.7 X • 08.3 / I I e I x9qrP <br />�\ �� ° 1 07.3 8:3 EOF7.3 07.1 <br />1 02.1Mh_` ( 9�h \ .�_ //06.7 y Z l x 11 Z X 1 onz o8.6 <br />00.9 ME \ wJ x 1 1 A 1 06.4 / _ / - / _nes/--'-��-105. Oe.4 05.8 \� % 0 7 0 . d_� -� ..� \ 08.1 ..o'I•/ I I LEGEND <br />NOTE: ALL <br />DEVELOPMENT ON,, <br />SITE SHALL OCPUR <br />CONCURRENTLY <br />NOTE: ALL <br />DEVELOPMENT ON <br />SITE SHALL OCCUR <br />CONCURRENTLY <br />x <br />S89040'47"E d'x 0\31 <br />56. 71.t \ <br />02.5 ME <br />00.9 ME <br />0 <br />EXISTING CONTOUR <br />k 909.9 <br />EXISTING SPOT ELEVATION <br />`955 - <br />PROPOSED CONTOUR <br />PROPOSED SPOT ELEVATION <br />ME = MATCH EXISTING <br />01-54.6 <br />PROPOSED GRADING LIMITS <br />O <br />PROPOSED MANHOLE (MH) <br />® <br />PROPOSED CATCH BASIN (CB) <br />d <br />PROPOSED FLARED END SECTION (FES) <br />PROPOSED HYDRANT (HYD) <br />N <br />PROPOSED GATE VALVE (GV) <br />® <br />PROPOSED POST INDICATOR VALVE (PIV) <br />E- <br />FLOW ARROW <br />PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS <br />- - <br />PROPERTY LINE <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. W41. <br />LANDSCAPE ARCHITECTURE • SITE PLANNING • CIVIL ENGINEERING <br />7575 GOLDEN VALLEYROAD SUITE200 MINNEAPOLIS M7V55427 <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 />DAVID A. REY <br />Registration Number 40180 Date 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 />GRADING AND <br />DRAINAGE PLAN <br />OVERALL <br />PUD DEVELOPMENT STAGE <br />AMENDMENT PLAN 12/31/2019 <br />Scale: 1 "=60' <br />