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Ln <br />N <br />CCD <br />z <br />w <br />w <br />z_ <br />C� <br />n <br />o% <br />N <br />r� O <br />II <br />CLEAR AND <br />GRUB TREES <br />AND BRUSH <br />/ <br />/ <br />/ <br />1 <br />I WATER <br />I ELEVATION=928!2 <br />I (1 /18/19) / <br />92 <br />\ IPRAJFES <br />E=928.9 <br />- - - - - - - - - - - - W w \ <br />- - - _ - Weir Str�u7E' - _ <br />- 93p _ RE=931.08 <br />— — — — — — — — — — — -----931-06 Top W=929.08 <br />1.00 �930------�_ <br />D412 CURB & - - - - _ - - / IE(SE)=928.48 / <br />Orifice=929.23 N \ <br />' GUTTER �� B612 CURB & -932-----_ —\ / _ _----__�_ _ <br />' OIRR \ GUTTER \ \ \ / J/ \ S1 PcA _� \ \ �I <br />__��- - ___� \ \ \ \ �� // — — WATER ELEVATION=929.1 \ \ <br />------------ ---- ---� \ \ \ — _ — — \ /� FES \ \ \ (11 /18/19) \ \ \ n' <br />=927.25 \ \ \ <br />B —1 '� I \' — \ \ <br />RE=932.63 \l \ \ \� \1e8� \ \ B 2 \\I I <br />CB]] CB / 15" HDPE _N \ \ 9 J37, / I ^ I <br />RE=931.88 FES I <br />II l IE(E)=928.78 / I ,3� \ \ \ \ \ �\ IE=927.59 C 4 � O <br />FES / <br />l 4� � _ \ \ RI AP In <br />/ SALVAGE CATCH B612 CGRBE&R-/ <br />1 / BASIN CASTING \\ �\ <br />(PROTECT I CB �����"cu�R Rom& \\ n <br />RE=932.54 \ <br />STRUCTURE) SALVAGE IE =932.28.09 �e \ <br />6612 CURB R �\ e LIGHT POLE IE(NE)9927.79 <br />A <br />Uj <br />I , <br />Y /BT3 A\ A <br />I lao <br />I jlll I�I � III IIIZa / I I �\ II <br />II1 III III 0 \ <br />111 I I LANDSCAPED ILL--- ---- ------�-�JI a ^ ` "3 \ I <br />AREA (ROCKS) �___- ==---- _ <br />n <br />n t0 <br />0-) I <br />' 11 II I OIRR 9 <J <br />ll'l I e I .GO Lt\6"0 P>C (PL N) S S <br />it/ I I P�2z_A I R <br />111 II = � I <br />I / a° I n I I I <br />I Cn I LANDSCAPED - <br />I \ B— 4 AREA (ROCKS) a I <br />l I III n <br />/i;1 REMOVE (2) � 1 1 11 I <br />"I I I11 W BOLLARDS ° a % II <br />' III I i11 ° a� pd\ ^ <br />B612 CURB &'_\ jjl Ills o� n 1 I <br />GUTTER' ,\ 11 l I Ill Z w I 1 <br />�jll I I11 ° Ja <br />0 I III <br />Ili III I l I I <br />A EXISTING BUILDING I AlI <br />FINISHED FLOOR W ^ I n <br />CID <br />ELEVATION=934.1 <br />A 111 II I <br />= GUTTER612 URB & i I <br />_ 1 A ® I <br />G II'I I B612 CURB & -� III Al <br />III M GUTTER II 1 I oGP / ^ <br />� G —G Ill � III dI° I ° <br />m G 1,1 / I - <br />r-BUR ' 111I — G — G I 111 I I - oG II ^ <br />T-VUR 11 I G I I I d I / 1 / n ^ <br />- T-BUR I _ G III < 7 I l n <br />I T-BUR II G G <br />(i II P-BUR T I I I I LANDSCAPED IRR a <br />$UR I AREA (MULCH) I ° ° LANDSCAPED <br />P `f P-BUR P-BUR P-BUR I P BUR AREA (MULCH) l�1 <br />CB III _ I�I <br />RE-931.94 \ \ - AUTO SPRINKLER 1 ^ \ <br />IE(SE)-928.94 <br />° n ° nLANDSCAPED ° ° N \ <br />AREA (ROCKS) - -d= � =---------------------------------------R-- 1 \ <br />- <br />-___ - '-----_ --— ------ - - - ----- ---�� <br />laI M I \ \ <br />16111 n I \ <br />\ \y\ 111 II j1U `111 / ^ n <br />0JQ J c . ��� III I III III IIQ wl I j / \ I n \ <br />GUT ERURB & <br />_ \ B612 CURB & <br />GUTTER / <br />/ n / <br />-- / \ / <br />n I <br />— - 933 -—��=��\_ '' � 3\ _ — � / RE=932.24 � %/ /n <br />J RE=932.30 �g3 2 CB / \l' <br />6612 CURB & �7 _ _ _ IE(NW)=92.8.85 \ - 15" HDPE - - -g�J' <br />GUTT829 <br />ER 1 - _-__-_ E(E)=928.55 <br />D412 CURB & _�___----- _�__�/ / <br />GUTTER / B—Q _ - _ _-- OIRR 2� / / / 1� �40�,11 \ <br />' � - 8 - B612 CURB & -/ �j� / / I I I <br />-GUTTER - 933 <br />C3 <br />I B-9 \\I. <br />O — — -- ---- ---932— ' <br />1 / ,��-----------------------931--------- I 1 11 <br />A)eI—' --- -930— —' 1 <br />\ / / (0j, <br />I I <br />1\ �/ / / WATER ELEVATION=929.2 I I <br />I \\ I 24 / i I (11/18/19) O I <br />M n <br />/ \ \ 0 <br />\ —-930------------------------ 930---------- —----------------- <br />/--------931----------------9-31------------------------------- 3 <br />' 8" 60~ <br />X— <br />x \ <br />9,32 <br />CLEAR AND <br />GRUB TREES ----Son MH > <br />' AND BRUSH RE=932.19 <br />DATE <br />REVISION <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws <br />of the State of Mi ta. <br />11 0 <br />DESIGNED BY: <br />TAE <br />/11 20 <br />PLAN REVISIONS PER CITY REVIEW <br />DRAWN BY: <br />TAE <br />Date 2/19/20 Lic. No. 43362 <br />CHECKED BY: <br />CJJ <br />Hakanson Anderson <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson—anderson.com <br />96 <br />2' <br />I <br />n <br />> > > San H <br />RE=�32.34 <br />TRANSPLANT <br />TREE (TYP.) <br />TGK AUTOMOTIVE PHASE 2 <br />%c <br />20 0 20 40 <br />SCALE IN FEET <br />1 CrrKIn <br />EXISTING BITUMINOUS PAVEMENT <br />EXISTING CONCRETE PAVEMENT <br />REMOVE BITUMINOUS PAVEMENT <br />REMOVE CONCRETE PAVEMENT <br />SAWCUT BITUMINOUS OR CONCRETE PAVEMENT <br />REMOVE CONCRETE CURB AND GUTTER 1T <br />GENERAL NOTES: <br />1. RELOCATE IRRIGATION FACILITIES AS NECESSARY TO <br />COMPLETE CONSTRUCTION. <br />2. THE SOIL BORINGS SHOWN WERE COMPLETED IN 2018, <br />PRIOR TO THE CONSTRUCTION OF THE EXISTING BUILDING, <br />PARKING LOT AND PONDS. <br />REFERENCE NOTES: <br />1� CURB SHALL BE SAWCUT AT THE MATCH POINTS. <br />EXISTING TOPOGRAPHY <br />AND REMOVALS PLAN <br />CITY OF HUGO, MINNESOTA <br />SHEET <br />C4 <br />OF <br />C7 <br />SHEETS <br />4251.02 <br />