|
f
<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 />G
<br />I.l
<br />WETLAND 1
<br />EXISTING 2YR HWL = 899.66
<br />PROPOSED 2YR HWL = 899.68
<br />I
<br />a I
<br />II I
<br />all
<br />EXISTING 10YR HWL = 900.13 /i t \ ' \� I I I I
<br />-- PROPOSED 10YR HWL =900.03 / % f 1 I ---_� 05.7 ME ( I
<br />J / ` \ EXISTING 100YR HWL = 900.72 / L 0610 EOF I 06.7EOOF E / ,ME
<br />\ \ J .8 ME 08.7 ME 10.1 ME ' 1 07.3 07.2 6.1 ME 06.2 ME .1
<br />/ 9.2ME s�AIE�- 00.1EOFpROPOSED 100YR HWL = 900.33 r.,.SMa� oo.3ME �„L„-„- ,�� p5,q
<br />7.2
<br />\ / `o2f9 _ _ _ 00.4 ME I / / / 90 105.4�6' 6.0 EO 0 .3 �6'� I9�> 0907 O� • 06
<br />5-4
<br />02.9 r 0� 02.9 12'POi� �� 9.8 • 4 .8 9p6 05.0 I - I 1
<br />,� II
<br />14 25' WETLAN� BUFFER / OL6� t 07.4 � 7 0J `OLO 07.0� i 07.4 08.2, 08.7 08.9
<br />\\ \ 03.3 ME • VOT 9 LOT LUIr T LOT 6 L�7 5 LOT 4 I L�T 3 LOT 2 LOT �/ \ \ I I
<br />/9SB-10 o 9. j / 07.4 / ozo 07.0 \ \ 07.4 �( los.2 08.7 a
<br />02.0 EOF 02.99.3 ME 074 / 07.6 u .0 Qj.0 07.0 06. c 0 .� 08.9
<br />/ 07.6 07.4 07.0 07. 2 08.7 I
<br />\�\ DRY BASIN 4P /\ / L91f 10 1 y c
<br />\ \\\ 03.1 ME BOTTOM = SLOPED AT 1 % I 02.9 \99.8M OR75/
<br />•! 90 ?^._ O a
<br />\\\ HWL=901.00 / 0 q 1
<br />\\ \ EOF =902.00 I l \ • / 07.5 / • 08.5-•^ 1 1
<br />99.6 ME lI \ / O ,� / 07.1 06.4 06. 05.6 06.0 06.2 05.6 5.5 \ _-n \ 7.3 07.7 07.5 07.90 0 07] l
<br />\ \ \ 1 \ I / I O 06.3 • / 906 06.5 \ 05.9 / •8 Joni 07.6 I
<br />\\ \ N \ I 9 \ / I c O I A tr/ // ���05.9� VO�.S-7 L f I / \ r008 7.0 t07.8 08.6 / I 07. E
<br />\ \ 1 r \ 99. �E I 6.5 05.6 ( 05.6 0:.5 07.3
<br />I
<br />\ `� I I I I 0 )5.9 E 14 07.5 0 08.6 cc
<br />O
<br />-05.9 07.9 m
<br />99.7 ME I I 06.2\-OF 05.9 07.0 06.1 06.0 1
<br />0 .0 072 08.6 /}
<br />98.99.8 ME I i3 907 90
<br />0 I \ 06.2-) 9 06.7 08.4
<br />\ � \ 06. al
<br />° 6 107.1
<br />v 07. E I
<br />I 07.1 /1
<br />TOT 17 0 0 oz r 1�.3 07403 oa.0 oz \
<br />\ Q�•\ / LOT 16/ ,o h c / LOT 19 LOT 20 O \ 0)v 08.2
<br />\gB \\ / 1 "ST 99• / / o 0 0 / 7.6 O \ \ V7.7
<br />\• E ap - a / 06 6• ,86.4� Lc71"15 . / ✓ � \ 08.3 �� a I I I
<br />17.3 07.1 05.4 / 07.3 0.6 �6.3 08.7
<br />07.3 �6.3 EOF f 05.6 Uh.Z 08.6 a OI
<br />055.V
<br />IDGE LANE 00.9ME ¢ E / 6/ // � / \, / 05.4 05.8 \
<br />MN 55014 ME \ 2\ LOT 11 I 50 o7.3y y 0' 5.7' 06.5 \ \ \ °o,/� _" \ \ I I I I
<br />\ \ II 06.3 = / 06.9 / 1
<br />ME / / 6 / / t 05.7 6 ` vi r♦° / 07. E
<br />106.3 06.3 05.1 / /5 06.3' / / / /��•4 909� / O I
<br />/ / a- 06.8 04'7 5.8 911 I f
<br />\\\ \\ .8 ME \ � // 05.8 ga.6 T- os.o � / o5.a \ � � 07.105 I 1
<br />r O \\ 04.7 / 05.3 07.�I 06. 06.6 �� 05.5 \ 06.9 07.`J' I /
<br />1 l 8� •� r - 06 `�9.. 06.6 f ` 07.1 E I /
<br />74.5 \ `06.0 \ LOT '1� \ / 06.5 OF / \� 3
<br />` ` � � / a / M.
<br />` ti \ 06.9 m.2 !
<br />\ \ \ Dz 07.1 0 2
<br />04.9 O4.7 \ \ \ 895 / / •C' 7.0 ♦0 _ 06.9 71 6 / 90 �2 I I '1
<br />\ \ l `9S / 06. \ 10.0 \ 21 5 O$�•�lull 07. E I • I
<br />\ \ \ I 04.B- MOOF
<br />WAL 06.6 06.3 w Or ` t0'r 07.5 I I I
<br />'VOODRIDGE LANE \ 1 I 05.1 ohs \ / os.s 07.5 10•0 \ I 07.0
<br />6.0 07.0 7.6 10.0 0.5 0 I l
<br />LAKES, MN 55014 1 \ V2, / \ \\ - / 07 _ \ f al 07.4
<br />\ 1 13 .Q6.5 7 \ Z / 10 0 I - \ o.s \ Y I
<br />- 06.9 / � � 1 a. ` 09.8 0T I r
<br />07. E I I I I
<br />6 \ \ \ E ` • / ef• 06.2 90 4 41 6.3 0�O5. 06.3 -.. 07.3 ) \ 10.5 10. 0 7 I III I I J
<br />\ \ /,�6.2 \ S \ 06• \ 06. •-05.9 7 07.3 `10.5 I �� 1-Q1�,,,, D E \ \"1
<br />229 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />231 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />233 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />239 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />241 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />v, \ \ At.7 906 06. EOF i / 07 " 10.5 _ / \ Ir, I
<br />i 06.2 --as \ / /� 008.4 - l \ /�_ 09.1 \ I I 1
<br />• �Q 06.1 �-\V'•3 °� �10. `- c 09.2 1 I
<br />04.2 05.4 07.
<br />09.8
<br />• �V1^ ►� 06.9 05.0 10.51
<br />1 / ( y 05.2
<br />�of 07 6 07.5 7.9 - - I II
<br />-PO -0-0./ os 9 05.7 906 / / -10.5 \ 09.0 / 07.E
<br />'10.51 08.9
<br />TOP OF WAL O
<br />\ BOTTOM OF L 1900. / \ 08.6 of )
<br />9 �10.5
<br />1 ( POND 3P NORTH POND 0 08.3 - 90, b \ _ 10.5
<br />�08.6p°j \ / II
<br />\ BOTTOM = 86.00 // 41 °1 07.5 07.8 09.8 /
<br />.I • \ HWL =900.80 I 08.7 08.4 08.7 / o
<br />\ NWL=.0 901C \ ` 08.5 1 I I
<br />\ 9 EOF = 901.908.3 19$B- 0 , °j ) 10.0 •` 10.5 \ \ I I
<br />I 08.4 08.4
<br />08.5 \ \ 08.2 _ 08.6- 10.5-• I I_
<br />\ \ 11 ) 08.8 08. 07.:' \ 09.2 09.8 I 7. E
<br />P/ 07.9 / 08.1 09.7 09.2
<br />08.6 08. 08.0 0 .5 \ 09.3 11 1
<br />1P 08.5 08.5 Of. 6 / 08.7 09.8 10.1 09.9 \ I
<br />\ \ �tP I o / 8.9 2 08.2 1 08 09.7 10.5 \ 1 1
<br />EOF = 901.90 S I I C08. 09• 08.7 7.904 ° 09.2 10.3 10.5 �• l 1
<br />°2'6 10.3 0 l)
<br />,,,�pp��-�1 1
<br />0.1
<br />08.6
<br />/ 1 10.5 / I I
<br />\\\ ` ♦ 00.8 ME \ 09.8 7 \ _I 1, \ / /.r'
<br />01.9 E III
<br />\. 00.5 \ 08.4
<br />10:1 SAFETY BENCH '� 0 07 \\ 1 \ / / a \ 1 07. E
<br />8921� \'\ \\\ \ 07.7 \✓ \ 10.5 0s.
<br />\ `
<br />\\\\\\\ •1 \ \ 8.0 \\ 10.0 // \\ \\ MAIN BUILDING o9.s os.2/
<br />\\\\\\ •8 / o �07.8 \ \\ - \ -
<br />ool
<br />TOP O/
<br />\ \ \\ \ 10.5 11.1 I I
<br />F AL 9 7 I 09.4
<br />8 I 10.5 \ / 12.0 09.0 09.9 08. 09.:
<br />• I ' a9$ OTTOM O L 90 / N. 09.4 I I
<br />o I
<br />09.0 3
<br />\ 02.9 $99 07.0 ` \ 10.1 10. 09.9 08.9 p 1
<br />\ / 06.r n9.8
<br />1 06.0 /I'�
<br />06.3 M. / / 1\ 8.5 10.5 1 I
<br />02. 90,5 / 16.6 .."'° // 1 • 98.2r \
<br />\- \ •II O2.9 9°b 06.0 10 / r 98.5 1 I \/
<br />10'WIDE B%MAX \ _•"' I
<br />LONGITUDINAL SLOPE, 2% 02• 05.9 \ co // , • I 10.5 O6. M
<br />MAX CROSS SLOPE \ 0 9 98.2 98.E \ 08.5 I I
<br />MAINTENANCE ACCESS ° 1 10.5 / 98.5� 98. \ I / 08.4 I l
<br />98,2
<br />99.2
<br />\ I 99.0 \ I I
<br />03.9 I � 1 .0 /
<br />1 I
<br />1
<br />.7 0
<br />M 10. 9 .2 \ 1 0 \ 1
<br />z0
<br />.6• 04.2 I I 99.\ I \\ 0 . 9 'f I I Op.7rE 1
<br />245 WOODRIDGE LANE \ \ \`\ 05 10 IT- IN pI I I 1
<br />LINO LAKES, MN 55014 \ \� I -o1.s 01.2 "I / 6.1 ` 099
<br />\\ � l 9
<br />01.3 ME 1.66 0 6 / 11p, I 01.7 0 1 10.0 \ I 06.4
<br />\y I 0201.9 9�\ P6 \ !09 °9 06. p vi
<br />♦ �� 2 FOF� 2.5 `90 �� I A 06. �
<br />251 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />253 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />255 WOODRIDGE LANE
<br />LINO LAKES, MN 55014
<br />255 ASH STREET
<br />SAINT PAUL, MN 55126
<br />r
<br />02.4 ME
<br />02.4 ME Q `
<br />/
<br />02.9
<br />I
<br />- 02.2 101.
<br />oz.
<br />02.1
<br />` 01.8
<br />1.5
<br />01.
<br />02.2 02.
<br />0
<br />02.
<br />\ 01.9
<br />1 \2.1
<br />\
<br />_ 03.1 \ OC 2_
<br />\I?, 02.7
<br />03.1 M I 02.6
<br />\ CO2.2 \
<br />02.5 ME
<br />01.
<br />02.7 ME
<br />02.3
<br />s- �
<br />rn
<br />02.1
<br />02.2
<br />02.3 ME
<br />I
<br />02.5 ME
<br />\
<br />02.8 ME
<br />4E 1
<br />0
<br />\
<br />01
<br />\ 26.2
<br />/ /
<br />/ 05. 07.1
<br />05.0 06• 07.0
<br />02.? � oa. 906 .a .9 907
<br />02.6 02.7 , 3.1 9 t 03.4 06.0 05. 06.2, \ III I I
<br />02.0 05.9 0 5 l �o I 06. ME
<br />1 02.0 0- 02.3 03 . � 04.7 05.3. 6 0 2 006.7 O6 0 6 06.3 I /
<br />01.7 0�' r 02.5 03.2
<br />02.3 QQ 05.9
<br />02.0 02.9 04, 04.9 5.3 W.35.3 �- 06.4 0. 06.4 / \
<br />01.5 02.2 03.2
<br />02.1 102.6 3.5 03.8 -o• os foss 90 07.0 os.$ \
<br />.6 03.9 05. -�.- O6 t 05.6�\ OZ1 I O6. \
<br />� 06. \
<br />02.2 I 0 2 ME
<br />908 �� /
<br />I ~ -
<br />�38 27
<br />\ 2 \\ ME I
<br />l I0 .O MEI
<br />---- \ 20.3
<br />1.2 AIE
<br />�I-
<br />01.5 \
<br />0 1.8 \ 3 \ /
<br />\ 01s a
<br />0 64 0\
<br />02.
<br />II
<br />�
<br />v�
<br />v H
<br />RI 9Qt.22 Diu-vA 79e
<br />Dw
<br />1)
<br />a /
<br />v/ I
<br />o I
<br />1
<br />1
<br />a
<br />� I
<br />®
<br />05 5 M]
<br />I
<br />-
<br />I
<br />�
<br />•/
<br />I
<br />�0.27
<br />O
<br />�
<br />�
<br />o
<br />°
<br />I
<br />I I
<br />I
<br />907
<br />oo�
<br />I
<br />I I
<br />90
<br />04.8
<br />05.1
<br />5.0 I
<br />04.9
<br />I
<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 />1
<br />c2.1
<br />REFERENCE KEY TO SITE DETAILS
<br />DETAIL I.D NUMBER (TOP)
<br />DETAIL SHEET NUMBER (BOTTOM)
<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 />01-954.6
<br />- - -
<br />PROPOSED GRADING LIMITS
<br />PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
<br />SSB-1
<br />APPROXIMATE SOIL BORING LOCATION
<br />O
<br />PROPOSED MANHOLE (MH)
<br />®
<br />PROPOSED CATCH BASIN (CB)
<br />4
<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 /><-
<br />FLOW ARROW
<br />PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
<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.
<br />LANDSCAPE ARCHITECTURE • SITE PLANNING • CIVIL ENGINEERING
<br />7575 GOLDEN VALLEYROAD 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 />r
<br />DAVID A. REY
<br />Registration Number 40180 Da 10/04/2019
<br />Revisions
<br />Description
<br />Date
<br />Num
<br />PUD Submittal
<br />10/08/2018
<br />1
<br />PUD Resubmittal
<br />01/14/2019
<br />2
<br />PUD Resubmittal
<br />03/11/2019
<br />3
<br />DID SET
<br />06/28/2019
<br />4
<br />CD CHECK SET
<br />08/30/2019
<br />5
<br />CD QAQC CHECK SET
<br />09/22/2019
<br />6
<br />CD SET
<br />10/04/2019
<br />7
<br />PUD DEV STAGE RESUB
<br />05/11/2020
<br />8
<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 />Plan / Preliminary Plat Sheet
<br />rev 3-11-19
<br />C1.30
<br />: 1 "=60'
<br />
|