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<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8 9 10
<br />Lyngblomsten Lino
<br />Lakes Campus
<br />MN
<br />C
<br />A
<br />B
<br />C
<br />C
<br />E
<br />F
<br />M
<br />WETLAND 1
<br />EXISTING 2YR HWL = 899.66
<br />PROPOSED 2YR HWL = 899.68
<br />EXISTING 10YR HWL = 900.13 i t
<br />PROPOSED 10YR HWL = 900.03
<br />EXISTING 100YR HWL = 900.72 / /J N8
<br />/ 9.2- 99. 1 E 00.1 EOFPROPOSED 100YR HWL = 90 00.3 ME
<br />\ - - - - 00.4 ME • I / / /
<br />/ 02l9 I 02.9
<br />02.9 � r 0 .9 12'PO/' �� �� � 7�" 99 8 • 4 4.1
<br />/ 1 1
<br />0610 EOF
<br />067ME-[ 10AMEN
<br />-.9 6.0 EOP
<br />05.400
<br />p6
<br />05.7 ME -
<br />1 06.7 EOF 1 ME
<br />I 07. 07.3 07.2 6.1 ME 06.2 ME 1pE
<br />07.2 EOF O6 1
<br />190� 907
<br />25' WETLAN� BUF i R • / 1 07.6) `07 LOT L JT 707.0 J `07' LOT 6 LOT 5 70� `0 LOT 4 L T 38.2 J 08.7LOT 2 `08.9 LOT + / \
<br />(Jd B \ 9�
<br />1/0T 9
<br />03.3 ME 14 / 14 14 14 14 14 1 14 '. 14 M 14
<br />B-10 o2.s
<br />\\ \ / 2.1 a4 C2.1 2.1 C2.1 2.1 2.1 \ 08.7 C2.1 2.1
<br />02.0 EOF - 99.3 ME / 2.1 jO I
<br />/ 07.6 07.4 v, 7070 �0.0 07.07' f18.2 08.7 's 0.� 08.9 i 1
<br />1
<br />DRY BASIN 4P Oz.9 /\ / Lqf 10 14 9 I I 1
<br />N\ W 1 ME - I 9q+ `09.8 M 2.1 a 90 I 1
<br />\ \ BOTTOM =SLOPED AT 1% 02.9 /•' r /- ....
<br />\\ \ HWL = 900.89 / 0 q 1
<br />\\ \ EOF =902.00 I 1 \ • / 07.5 / 08.5-�^ I
<br />07.1 06. 05.6 06.2 05.6 5.5 \ 07.3 07.7 07.5 07.9 tD OLQ
<br />/ 06.3 06.4 ) 906 06.0 06.5 05.9 8 07.6 O I
<br />mole / �/ os.s o&B-7 08.0 ozs 12 01.6
<br />2.1 \\ 99. �E I I 6.5 05.6 05.6 0 .5 07.3 r 07.7 I 07.2 E 1
<br />�\ ,}�/� 15.9 E,,t OL5 �0 08.6 o I
<br />\ \ \\ I `� I I I 1 -05.9 / 06.n off, 07.9 0 °�
<br />I\ \\ 99.7 ME I 1 06.2OF 05.9 07.0 06.1 06.0 0 0 .0 07.2 08.6
<br />\ 99.8 ME I 4 907 90 / 1
<br />\ \\ ME 98.0 I \ )6.2) 06. 0 06.7 08.4 1
<br />° 1 07.3 - 07.1 1 07. E I ME� _ I 07.3 / 47 07.1 0 0 07. T '1�.3 07�,3 08.7 08.7 07 \
<br />\ \ •\ / L 16/ ,o ,,, u LOT LOT 20 08.2
<br />14 0 0 0 0 G
<br />\0 r 7. 14 D�iii
<br />O`07.70 1 2.1 T3 071 054 07.3 0 .6 2.1 8.7 i I
<br />\ � h74-
<br />0 07.3 EOF � f 05.6,
<br />IDGE LANE 00.9ME ¢ YY`` S7/ ' E / i°�1 / // / 21 \, oys
<br />MN 55014 ME \ \ 2 J`\ L0106.3 = / �� / 06.2 / 06.9 / 07.3y y a� ^t 5.7' 06.5 \ \ ` �Di \ \ \ I I I I
<br />\ ME 05.7 6 of r�� / 07. E
<br />\ 05 3p p,
<br />`CO2.1 os.3 os.1 /"I 06.> // // 0 9�_03
<br />�1 / // 05.5
<br />/ •-06.8 ,1P / 94� 05.8 07.� I 11
<br />\ \ 05.8 A- 06.0 \ W.
<br />.8 ME ` \ / / 06.3 r06.6 > OS `♦ / 06.9 07. 1 /
<br />r \ 0 \ \ 04.7 / / 05.3 07.II e 89 • -06.. i o6 05.5 06.6 f n 07. E 1 /
<br />04.5 \ 06.0 _ � O^ 2 \ 06.9 � 07.2 - 06.4
<br />„5 2 \ \ 07.1 14 -
<br />`9`z 04.7 \ 2.1 / OB. 1 \ 10.0 \ ZI .5 0g ` err
<br />61 I 07. E
<br />\ \ I 04. B- 07.1 6.6 � OflW9 p `a oT 1 07 5 0 1
<br />IVOODRIDGE LANE \ \\ I I \ 05' 5 1 \ 0711 07. II I 1 /
<br />\ •. . .o Z6 10.0 � •zl I J
<br />LAKES, MN 55014 \ i \ w / \ 08 \\ - ozo ' 07 ° \r \ 'ro oa4 I I
<br />\ \ L50T 13 �6.57 \ / 10.0 2.1 i
<br />07.
<br />06.9 ! 15
<br />y \Y \ 2.1 \ 05.6 �� \- •� 007.5 2.1 r�Tc \\-- 1 r 098 0 7 07.1 E I I 1 1
<br />\ E / 06.2 •fl0 q h> 6.3 06.3 ; 0.0 r r r r"FFC`- 898:5� 1 J
<br />06.5 99 D P11.1 I \I \
<br />7 '-� . 14 '� aRCMas<'a4 D E
<br />\ \ /+/ 6.2 �6• OUT C RB 2.1 r r r 2 1 rrr \ \
<br />229 WOODRIDGE LANE �s 14 g0-os6 06. OF 0, Oss r r r rrr 15 \
<br />LINO LAKES, MN 55014 / (06.2 C2.1 90A ^ IP \ / oa.a- �r r r �14 r 2'1 09.1 \ e \ III
<br />\ / • �°j / O TCU 06.1 `� .3 09.2 Cl I
<br />06.7 ' �8. r 2.1 r \
<br />04.2 / 05.4 07. 08. 09.8 'rrr r
<br />r r r r r
<br />06.9 05.0 \ 08.7
<br />08.9� VAZOP-91
<br />07. i BEGIN T 07. E�1� TIP 09.8 �r a -MAR 89L.9'
<br />.895 0 07.6 OUTCU UTCURQ� rrrrrr \ 09.0 I II
<br />T C R 05.7 906 / D TIP / NO TIP O,W r r r q'}r 1 07.�
<br />UT CURB 08.9 1 1I
<br />08.6 09.8 rrrrrr O 1
<br />/ EGIN T \ r r r r r 1
<br />o \ rn 9 �LrPrC-"MI 0' r 1
<br />231 WOODRIDGE LANE / A •� Tcu B os✓ r r r r
<br />LINO LAKES, MN 55014 i r , go1 BEGIN TIP \
<br />( � POND 3P NORTH POND � � �� 088 • OUT CUR
<br />-xacrrsa-a
<br />rr rrr 1
<br />BOTTOM = 886.00 1 ro r r w
<br />\ \ ` i ro oz8 o9s 15
<br />• 1 � HWL = 900.73 08.7 � 08EMD TIP / 07.5 08.7 . ���]y, � "•/ 0 1
<br />NWL = 896.00 C 08.3 \ UT CURB ` 08 2 08.5
<br />\ EOF = 901.90 , of P OF p9.1 \ \ 1).0 J
<br />os.z I 08.4
<br />p 08.5 - 08.6-I_
<br />\ \ 12 11 08.8 08.( 07.: \ 09.2 09.8 2.1 7. E
<br />2.1 C2.1 09.3 09.7 rrr r
<br />\ 08.6 08.0 0 .5 1 08.1 10.1 r 16 r r 2.'I 09.3 1
<br />08." B IN TIP
<br />08.5 1
<br />v, 08.5 OUT RB
<br />08.9 �•6 08.7 09.8 2.1 \
<br />2 08.2 07.8 01 09.7 � 'rrrrr
<br />1 08. 09. 08.1 5tl@ IP
<br />' y..� OUT CUR 09.5 10.3 r r r1r rrrrr 10
<br />233 WOODRIDGE LANE \ �� \ \ u B 088 �c8.z o r 1-- r r r r r 9
<br />09. 8.5 10.1 i T _ \ I II
<br />LINO LAKES, MN 55014\\\ ` \ 0a.6� r \
<br />8.7 � � U RB r � �5� � r .--EI cv�-= •mom: I
<br />/�. \ • � rrr rrrrr r FFt S99.•'•� I1 I I
<br />-1 1 r r r rrrr r �ARCN48',9� r
<br />Of \ _ 09.8 `- -- 0 16 r-/r r _FF.E.z
<br />00.8 \ 09.2 BEG1 r r �ARCN-Y8' r r r r r r r r \� 111
<br />\ \ o2.s \ to. \\ ouTeu 2.1 rrrr rrrrrr rr o
<br />\.� 00.5 �, 0 08.4 16 rr rrrrr/--•rrrrr
<br />o r r__ r r r r r r r r r r r
<br />INV- 10: SAFETY BENCH << 07. \ 2.1 1 / \�
<br />89259 \ \ 07.7 0• 14 r 15rrrr rrrrrr 2.1 r 09.
<br />\\ 2.1 \ \ 2.1 rrrrr rrrrrr rr p
<br />239 WOODRIDGE LANE b \ \ N9.2
<br />\ \ FFE=90 r rrrr 16 rrrrr+ r
<br />LINO LAKES, MN 55014 \ \\\\� 210 \ e.� \ 10•0� / \=ARCH95'-0\ r o9.s �/o11�I��I�Igl 2.1
<br />\ \ r r r r r r r r r I
<br />\ \\\ •8 \p�0�7.8 \ �\ r r r r r 11.1 � 1
<br />\ \ / \ 09.4
<br />\ \ \ T ) 1 10.0 JJJ I I a4!
<br />\ \ •1• '" 998 I 10.5 \\ rr�rrrr = 1.0 r09.0 09.9 08. - 09.' \Y•
<br />` 09.0 3 f+31
<br />\ 02.9 699 07.0 ` BEGIN TIP 09.9 ; 10. 09.9 08.9 � o
<br />\\ °'bb0 °66F / 909 4 '- ` OUT CURB r r r 10.1 9.8 0
<br />g61 o'-o /�1�YV/i iA
<br />�I1i1110.0 / r rrrr. +Jrrr 1
<br />\ \ (9u / /� / 14 98.2 r r rrW�i
<br />rr r \ 1 1
<br />241 WOODRIDGE LANE \' •11 02.9 r� 9ab BOTTOM L 9 02 10 / 2.1 • 5r r r 2 1 /
<br />10'WIDE B%MAX 02.i '+1!'' ��� 05.9 / , • r rE -8 35'� 16 I O6. M
<br />LONGITUDINAL SLOPE, 2% rr r r 08.5I I
<br />LINO LAKES, MN 55014 \ m / 105
<br />MAX CROSS SLOPE • - , 0 9 / 98.2 98.. 2.1
<br />MAINTENANCE ACCESS 0 10.5/ 98.5� 985 98. r r PrE , 08.4 I 1
<br />99.2. rr rrrl��r rrr I
<br />03.9 i 99.03 2 14 r To 10.0
<br />99.7 r 1 1 0 \ 10.0 = 1
<br />\ \ 0 \ .B• 10. 99.9 r 1 \\ 9 11 I I oIC.7 E 1
<br />245 WOODRIDGE LANE \ \ \`\\ OUE c TB 901 N os 2.1 r 09.9
<br />LINO LAKES, MN 55014 \•\\\\\ \ -015 r 15 _ 9 I \1
<br />G UTI I 01.7 0 2.1 10.0 \ �' I 06.4 / I
<br />\I I 01.9 90 P8. r I� / 09 09 06. p
<br />02.2,EOF .5 •90q , S 1 uD IP BOS. � 0 07.1 06. I I /
<br />40
<br />\ \
<br />9� ' / 903 os.o os. 07.0
<br />II111 \\\ \\\ 903 02.7 oa. 9os �19 TIp __ s 907 11 1 I
<br />1 1\\\\\\\\ \ \ 02.9 02. 02.0 02.6 02.7 3.1 9 03.4 v 5.9 05.5 l 06.2, \ I 06.1
<br />6. ME 1
<br />0-02.3 03.2 04.7 06.4
<br />02.2 01. 01.4 01.7 o'I' 02.0 r 02.5 03.2 03.5 005 6 0 Q2 06.7 O6 0 6 06.3 I
<br />\\ \11 \ \ \\ 1 { 9p - 02.3 02.9 04.9 5.3 04.35.3 \�� 6.4 05.9 0 . 06.4 I \
<br />251 WOODRIDGE LANE \ \\\ ��\ \1 1 01.5 020 02.2 o3.2 b
<br />LINO LAKES, MN 55014 \ II t Ip 2 02.1 oz.6 3.5 03.8 05 o5s g0 OTC I os. � \
<br />1 1 3.3 02 ` � .6 03.9 O5. 06 f 05. \ 07.1 08. \ \
<br />% I I 2.1 02.2 06. 06�2 ME
<br />\\ I \ I I 1 1 01, 27
<br />1.5
<br />01. 2 \ \ ME
<br />M� \ \ 02.2 02. � \
<br />011.
<br />253 WOODRIDGE LANE /' \ 1 02. ' ��_ / ( 1 I I 1 I I 1
<br />LINO LAKES, MN 55014 S89°40'47"E 0 \n�\ME 1 ` _021 - 1 1
<br />56.71 40 4 E / \ _ _ I I
<br />ME1
<br />20.3
<br />/ 034 2 I / / 1 y I \ 321 \ I 1 6 /
<br />/ \\ \03.k p �\ �E
<br />02.7
<br />255 WOODRIDGE LANE �O►� ` 022 � I \ I
<br />LINO LAKES, MN 55014 9-0
<br />\ 7.8 I {I yn
<br />S89044� 'A `\ �' \ 1 \�� _% l IcyJ - I - \ / 05. 1
<br />80.95 80.95_ 01 015 \\ 1 \ \ \ �/ // w t
<br />02.2. \\ 01.2 1.8 \ \\ I 3 •1 tl�
<br />te 3y 02.3 / 1 °, I I I 1
<br />o\i
<br />/ I I a
<br />02.1
<br />02.3 ME 02.2 .5 \ ® L 05 M
<br />C I \ \ 02.1 \ \\� 1n II V�
<br />r< 02.5 ME
<br />255 ASH STREET
<br />02.8M�SAINT PAUL, MN 55126 27ME> Z%,\.�
<br />02. \ I
<br />02.4 \ 26.20v/
<br />02.21 \\I I I I I e1
<br />\ 1 pp I 2 .1 i� I /
<br />�s I r o2; 02. �� 1 02.7 \ 1 - - \ i IV I / I I
<br />02.4 ME - �p I
<br />Q I 0,28.1 F. 3 02.8 ` -� " \ 1 - - 907 1
<br />90, \
<br />/ 01.81IHEY I •l / 9SM OAISS / nn9 90 - 04.8 1�s^• 38 '
<br />NOTES
<br />1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES.
<br />BENCH MARKS (FIELD VERIFY BEFORE USING)
<br />BENCHMARK: MNDOT MONUMENT LOCATED AT THE SOUTHEAST QUADRANT OF SUNSET AVENUE
<br />OVER 35W
<br />Elevation = 929.283 (NGVD29)
<br />SITE BENCHMARK: TOP NUT OF HYDRANT LOCATED AT THE SOUTHWEST QUADRANT OF ASH
<br />STREET AND HODGSON ROAD.
<br />Elevation = 906.81 (NGVD29)
<br />SITE BENCHMARK: TOP NUT OF HYDRANT LOCATED AT THE SOUTHEAST QUANDRANT OF ASH
<br />STREET AND HODGSON ROAD.
<br />Elevation = 903.48 (NGVD29)
<br />SITE BENCHMARK: THRESHOLD ELEVATION ON EAST SIDE OF BUILDING LOCATED AT 6011
<br />HODGSON ROAD.
<br />Elevation = 905.36 (NGVD29)
<br />LEGEND
<br />REFERENCE KEY TO SITE DETAILS
<br />1 DETAIL 1.11) NUMBER (TOP)
<br />c2.1 DETAIL SHEET NUMBER (BOTTOM)
<br />�O$ EXISTING CONTOUR
<br />k 909•9 EXISTING SPOT ELEVATION
<br />`955 - PROPOSED CONTOUR
<br />PROPOSED SPOT ELEVATION
<br />01-954.6 ME = MATCH EXISTING
<br />- - - - - - - PROPOSED GRADING LIMITS
<br />PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS 16
<br />C2.1
<br />ISS13-1 APPROXIMATE SOIL BORING LOCATION
<br />0 PROPOSED MANHOLE (MH) C2 .1 2.1
<br />® PROPOSED CATCH BASIN (CB) G
<br />4 PROPOSED FLARED END SECTION (FES) 211 2.1
<br />PROPOSED HYDRANT (HYD) 01,
<br />N PROPOSED GATE VALVE (GV) "22 1
<br />® PROPOSED POST INDICATOR VALVE (PIV) 2 1
<br />FLOW ARROW
<br />PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
<br />PROPERTY LINE
<br />FFE LEGEND
<br />- r r r r r r I FFE = 898.5 = ARCH 88'-0" BASE
<br />11 IT'
<br />FFE = 905.5 = ARCH 95'-0" SLAB ON GRADE
<br />FFE = 893.5 = ARCH 83'-0" ELEVATOR PIT
<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.
<br />LANDSCAPE ARCHITECTURE • SITE PLANNING • CIVIL ENGINEERING
<br />7575 GOLDEN VALLEYROAD SUITE 200 MINNEAPOLIS. MN 55427
<br />P IX (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 Da 10/04/2019
<br />Revisions
<br />Description I Date Num
<br />UD FINAL PLANS 05/11/202
<br />Comm: 196015
<br />Date: 10/04/2019
<br />Drawn: BJD
<br />Check DAR North
<br />GRADING AND
<br />DRAINAGE PLAN
<br />OVERALL
<br />Scale: 1 "=60'
<br />0 30 60
<br />
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