Laserfiche WebLink
DRAWN BY: DESIGN BY: <br /> LEGEND A.G. A.G. <br /> CHCKD BV: PROJ.NO. <br /> -y EXISTING LIGHT POLE �»— PROPOSED STORM SEWER C.W.P. 10-1292 <br /> 0 EXISTING UTIUTY POLE p.----- PROPOSED DRAINTILE&CLEAN-OUTS ORIGINAL DATE: <br /> NOVEMBER 5,2012 <br /> 96 EXISTING WATER VALVE —909— PROPOSED 1-FT CONTOURS O <br /> EXISTING HYDRANT w <br /> �•� PROPOSED SILT FENCE U <br /> — EXISTING STREET SIGN w <br /> ® EXISTING STORM MANHOLE PROPOSED RIP-RAP 0 <br /> ® O <br /> EXISTING SANITARY MANHOLE PROPOSED FILTRATION MEDIA Z <br /> (T EXISTING TELEPHONE MANHOLE <br /> X 40.90 PROPOSED SPOT ELEVATION(+900) p <br /> - -- -w EXISTING OVERHEAD ELECTRIC (GUTTERUNE,BITUMINOUS d - <br /> �w EXISTING UNDERGROUND ELECTRIC SURFACE,OR GROUND SURFACE <br /> — — UNLESS OTHERYASE NOTED) 3 <br /> EXISTING UNDERGROUND TELEPHONE O <br /> PROPOSED INLET PROTECTION Z = <br /> 9 EXISTING GAS 0 w <br /> EXISTING SANITARY SEWER w <br /> WARNINGII <br /> » EXISTING STORM SEWER 0 W <br /> s °, BURIED FIBER OPTIC CABLE W EXISTING WATERMAIN w a <br /> sJ ° FIELD VERIFY LOCATION PRIOR z w <br /> TO CAVATI x 65Lzlc EXISTING SPOT ELEVATION GUTTER O <br /> ........... � ANY EX ONS <br /> 944...4 x <br /> ^, \ x 934.3 EXISTING SPOT ELEVATION w <br /> ....844.... 9. <br /> •:., J... x9 9`OM1 904............ 0' LL <br /> 910 EXISTING 1-FT CONTOURS <br /> a <br /> l4zw l <br /> 250 _ 94}.4% j } - EXISTING TREE w <br /> z \ ;, ',^„ s K�y 14 C.Y.CLASS III RIP RAP <br /> xg TILE FILTER - <br /> ...... .12 a'it......'.... ate_._ F GEOTEX ¢� N <br /> M1°x RIC <br /> .. `� B BA51N W FILTRATION SHELF W1 G XTILE FILTER <br /> 4 ��y�� ° CUSS III RIP RAP '- <br /> 9' yry _�°.�'•... •...� - 9 n (� DETAI FABRIC <br /> 9 \. .:x9.._...... <br /> SEE <br /> x w p m <br /> `x9aza y q.,�.- gfJ... J^ UZrn t0 <br /> .._i % �(424o X°p ..ggz.ex ��\ ..........._.................... x' auT515Em ulxLu DOT SzSHELF. <br /> 3 w V g <br /> x I ': N'AL h H <br /> 9 1.30x �•q.... 9nz.99 ,...... - <br /> �h. 0 "... ......�.......... �g\g%............., Wt� DGE OF WATER > <br /> 5 <br /> ti\io •..^ T �� AUGUST 2 010 _ - <br /> 4 2......... E w w <br /> .......... <br /> e„ <br /> ...9 �v ' 1 4 ....941....... \� •^._':' 11'kRNIRG.. ...-><.:x°�+` ...r........ xz....... .....g ^Py h a E1(DITCH <br /> s+ Y <br /> °x 4280 w p.BO <br /> .......... <br /> 9"• psi 4\40 '.......... 9 <br /> ..__. .� ii:ri0llN .1r_......x'�A <br /> x ... �rara wma� <br /> 42 ".........,, <br /> I.b x940 <br /> x 9 r.. .... ..... .:,.. <br /> s <br /> Y <br /> x <br /> 42.30 0 .B0 B ............`:... <br /> ss <br /> 60 <br /> �SpNG <br /> 4.00 <br /> 942 <br /> m •_\ ...... .... .D.....:.aiircJpsai:..:'::::::e�:::.::::::::::::.'::.`f::r::i;,y;};x9::::: <br /> a <br /> 0 <br /> ....................... <br /> �JX b •\: x 7.XyS940............................. ._.g40'......:.::. .e::' gOP11C z <br /> y '''y° B32 X/1 D ° - <br /> X•... 4095 W J waL <br /> x X° <br /> se <br /> 104 <br /> y <br /> . 1 'x <br /> 5° I <br /> . 4\50 .9 .OD ....... ... .. ._........ "._ 9a9.s'it...•.., .. .....P--`.:' <4� W Z cE <br /> � an <br /> ° _♦ _..g4t_ ¢ 4\ TRANS.TO FULL n,C Swx 7 i W d <br /> r M Top; ACE T s"O '''`'....gip_......._ ...._._5-x 0 O <br /> mN1TH BIT.SURFACE _---x°�O0- 9` P ry <br /> A <br /> • i <br /> STAINING WALL ....................942 ': •� y%I y � 41............ O <br /> EOF-TYP �B •IB 'IB 28 ]0 .30 ,P. •o° Qi g 0_ <br /> EXISTING <br /> ° ..... 4%.00 a RKING LOT&13EMRENOVED.... ..61c °yREMOVE-'e%15TINE ° J Ii1 S O INOUS <br /> �^ 1 --- <br /> -ash- „� ,� w ...g x 7 = W O <br /> 9a. 95 w \ °'i % ?r <. / ab°.6 — TRAB 9s , F2 <br /> \ 94 �F o z <br /> \ OUMPSTER •� 941 .... <br /> \_FINISHED FLOOR / / FINISHED FLOOR J e <br /> � y r <br /> \ FLEV.=942.27 / L FINISHED FLOOR ELCV.=942.14 r <br /> 3 . <br /> 9 <br /> .. :. -,c--- .....•' <br /> FINISHED FI_DOfl FINISH ELEV.992-Oe A C UNIT ry% <br /> ED BOOR J • _ 15' <br /> ELEV.=942.IB ELEV=942.18 LL ' v <br /> `0 1 <br /> Z <br /> O1 4\� g FUTURE PROPERTY LINE �7C� 944.PROPOE -FT VADE <br /> FINISHED FLOOR //1201 WEST COUNTY ROAD "E' <br /> ° �N �'Sx <br /> ' % g4 'O - T C.. DEWALK PREPARED FOR: <br /> ELEV.-942.38 % 4'— ......................._.......... .....942.... ...... <br /> LLO 2-4 STORY BRICK BUrD?M-------- "" <br /> O 4 BUILDING HEIGHT ABOVE GRADE 10 FEET WE T SIDE 42 FEET EAST SIDE ELEC.TRANS. FINISHED FLOOR sv, NEW BIT.CURB °.M1'' °?rx +, ROB <br /> BUILDING FOOTPRINT AREA 5 369 S0.FT. ELEV.=942.06 w+r°(EAST CURB ONLY) x „_....... 94 DAVIDSON <br /> 11 i� r <br /> c0 n! FINISHED FLOOR Q <br /> Z ° / ELEV.=942.14 OI O %s <br /> O� jll1 <br /> w Ta, FINISHED FLOOR FINISHED FLOOR yh °X U 2e ,'360 S.F.L¢ wT <br /> JC f :: _ x REMOVE E705RNA� %SIGNAGE 1 M <br /> s, °er <br /> w �ELEV=942.20 ELEV-942.14 I 'J xA2° ��` <br /> 55 4\00 ` FINISHED FLOOR \ `` `: <br /> �d. /ELEV=941.97 \ I ...943i" \ B .....E ALL <br /> ( 1 1}Ist EXISTING PARKING LOT EMREMOIN(XVED \ 1fT WIDESTDEWM�N..EASP,MSNT BEN �/ <br /> .. •`^ ..` % ^°F` °9`� I ;' 12-FT WADE PUBLIC STREET_ x <br /> 0 I ' 4\. h g• y —� _ x .... %s x AND UTIUYIE\S,EASEMENa4� - <br /> EXIS <br /> SITE PLANNING <br /> &ENGINEERING <br /> pk: 09' <br /> I I 47G <br /> 250 MATCH TOP OF SWLK WITH BIT.SURFACE I <br /> 1 V <br /> ..�...sf�.:' oo° 55`: 1\10 + 4140 4\.N` NS.TO <br /> qe. - - - _- <br /> 0 0 <br /> 58 FEET <br /> 9 9+v6 <br /> s SIGN o°° d 0 ....: % .. �. 8 1�u ° , ------ .. ..."L-�...: PLOWS <br /> J s� <br /> ...._.... ' _' �w -.o°°° ...?9w 1♦� _ ..«......\'-�.,6..w� <br /> ._. 1' <br /> ELEC. RAS. <br /> ........�.. ENGINE ERING,IN C. <br /> _ S....... NE EX STING SUITE 110 <br /> TRAFFIC LINO KES,MN 55014 <br /> LIGHT< It4p < <br /> .839..7/ B PHONE:(651)361-8210 <br /> u' w <br /> _.W. F 1-8701 <br /> w�. <br /> w w <br /> ..... -.9D FUTURE SIDEW ' _ <br /> sJ° .°..... °J <br /> aJ° <br /> g39 J <br /> ROCK CONSTRUCTION9( .......-•- — 9° ..................Pg ENTRANCE ) J9a...9}9................'90. ° .. <br /> + (BY O7HER5)..'' � <br /> °2By <br /> ........... <br /> .................................9 NORTH'g4 �. <br /> `�--UNDERGROUND ELEC.UTILITY -�.- ----��-- -��----'--- -`-- -" --- -- <br /> AND PEDESTRIAN WAY EASE. -'�—� �'� -- <br /> PER DOC.NO.21147].8_.• WEST sg ^gy <br /> � �. `.. <br /> 0 20 40 <br /> 1 INCH-40 FEET <br /> GRADING,DRAINAGE 8,EROSION CONTROL PLAN <br /> THE ARDEN REVELOPMENT <br />