Laserfiche WebLink
EAGLES LANDING <br />TITLE SHEET, LEGEND, EXISTING CONDITIONS &REMOVAL PLAN <br />HUGO,MINNESOTA <br />LEGEND' <br />oHw <br />EXISTING OVERHEAD ELECTRIC <br />rEL <br />EXISTING UNDERGROUND TELEPHONE <br />CBL <br />EXISTING UNDERGROUND CABLE <br />❑T <br />EXISTING TELEPHONE PEDESTAL <br />❑E <br />EXISTING ELECTRICAL PEDESTAL <br />© <br />EXISTING CABLE PEDESTAL <br />EXISTING UTILITY POLE <br />EXISTING LIGHT POLE <br />>>- <br />EXISTING STORM SEWER <br />EXISTING WATER MAIN <br />> <br />EXISTING SANITARY SEWER <br />FM <br />EXISTING FORCEMAIN <br />EXISTING STORM MANHOLE <br />❑ IF <br />EXISTING CATCH BASIN <br />EXISTING FLARED -END SECTION <br />g <br />EXISTING GATE VALVE <br />lqy <br />EXISTING HYDRANT <br />EXISTING WELL <br />�S <br />EXISTING SANITARY SEWER MANHOLE <br />928.. ..... <br />"•"......• 930 ......•••••• <br />EXISTING CONTOUR <br />x 920.99 <br />GE <br />EXISTING SPOT ELEVATION <br />79907*42 <br />EXISTING SPOT ELEVATION <br />(MATCH INTO ELEVATION) <br />EXISTING BITUMINOUS <br />EXISTING TREES <br />EXISTING TREE TO BE REMOVED <br />EXISTING RETAINING WALL <br />x <br />EXISTING FENCE <br />WET <br />EXISTING WETLAND <br />PROPOSED WATER PIPE <br />> <br />PROPOSED SANITARY SEWER PIPE <br />>>- <br />PROPOSED STORM SEWER PIPE <br />«E) <br />PROPOSED DRAINTILE AND CLEAN -OUT <br />ELEC <br />PROPOSED ELECTRIC SERVICE <br />GAS <br />PROPOSED GAS SERVICE * <br />TEL <br />PROPOSED TELEPHONE SERVICE <br />OD <br />PROPOSED STORM MANHOLE <br />❑ <br />PROPOSED CATCH BASIN <br />A <br />PROPOSED FLARED -END SECTION <br />3 <br />PROPOSED GATE VALVE <br />PROPOSED HYDRANT <br />Q <br />PROPOSED SANITARY SEWER MANHOLE <br />928 <br />PROPOSED CONTOUR <br />930 <br />0920.60 <br />PROPOSED SPOT ELEVATION <br />(GUTTERLINE, BITUMINOUS <br />SURFACE, OR GROUND SURFACE <br />UNLESS OTHERWISE INDICATED) <br />S <br />PROPOSED SILT FENCE <br />_ 010 <br />PROPOSED DIRECTION OF DRAINAGE <br />PROPOSED BITUMINOUS <br />PROPOSED RIP -RAP <br />W WW w <br />PROPOSED FILTRATION MEDIA <br />l J <br />PROPOSED INLET PROTECTION <br />PROPOSED HEAVY-DUTY PAVEMENT <br />PROPOSED ENKAMAT <br />* NOT ALL SYMBOLS ARE APPLICABLE. <br />�\I <br />1 <br />J <br />� J - <br />J <br />`\x <br />� J <br />_ <br />r � <br />J s- <br />t Y 1 <br />y_ <br />I <br />1 <br />- - J <br />EX 6" PVC SDR 26 <br />IE 921.51 <br />EX CB <br />RE 929.23 <br />EX. 6" <br />_ IE 926.47\ <br />DIP STUB <br />\� <br />GENERAL NOTES <br />1,szs , L_ <br />RE <br />IE 918209.87 <br />IE g2_ <br />` <br />THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT <br />>� <br />GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION <br />EX24"Rca <br />AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. <br />_ <br />EX CB <br />CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. <br />RE 929.28 <br />IE 92� <br />THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER, AND <br />WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. <br />INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. <br />' <br />ALL UTILITIES THAT WILL BE OWNED AND MAINTAINED BY THE CITY AFTER CONSTRUCTION SHALL BE BUILT TO CITY <br />' <br />STANDARDS. <br />THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF <br />I <br />ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. <br />3 THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE CITY PRIOR TO ANY WORK. <br />' <br />T STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. <br />' <br />~ NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. <br />ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE <br />' <br />p UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY <br />D COMPANY. <br />' <br />i <br />91 <br />below. <br />Call before you dig. <br />��/o7ing �Nr�six3 <br />940.06 <br />rl,7� ____ ____ ___ ___ ___ <br />No 0N/07/N9 0y�S/x3 1 \ <br />r _ <br />2 ; _ <br />M <br />' <br />x 934.20 <br />GE r I <br />i <br />r <br />I <br />M3.55 <br />933.61 <br />GE x 933.36 w <br />93 3':93 ' 933.34 BIT <br />933.26 <br />T\ FEN x BIT <br />L L _ <br />I 933.65 963.29 <br />r........... x <br />ON I�IT <br />932'.92 o � x933.32 <br />E i BIT V \ r � <br />M N Yk ...... 933.17 i x933.47 <br />L 1 _ <br />i 1 GE bL.O 33.63 1 BIT o I <br />.' x933.t <br />T: 931.2 x 931.35 } 933.11 BIT I <br />x 931.28 GE �p��jaj, 04 932.68 k932.36 933.26 <br />G E> x G'E ....... 4-' I <br />r_ GE b 8.4..., r x %" ... 9 ....,„.... �. r GE 933.19 wj BIT <br />x931.44 ; 3 GE .. <br />.,;., L• w <br />�m x$31.13 :x. �..�:;x93. GE2'x� jT^ xBT.00 <br />': awn GE 298 - <br />GE' ..::.^^ <br />b1 zap 1N3ryHDb G.0 GE'•.. 61 IT <br />G <br />w 9.32.08 DbDN3 W 9}j .. X 932.... ....... „ 733.09.. •" 932.96 632 5 <br />r!f G� <br />z4iz xGE 3DN3j Of N .. "�.•--.:.�:�.G.E:•.:... GE x932.66 BIT <br />it m 931.52M .. GE <br />3.39 o W x 931.69 "'93.. x GE:: ....': :GE: x E ' 9.. ............ x GE2.79 932. �x. zr' N <br />93 GE .... <br />............ <br />T E x931.67............93Z x931. 6 GE 932.78 �ZCP <br />_ 931. <br />c GE'' :: i i r►1 GE x ' <br />.. -- x932.27 •..i 928.65 _ - M'•.'+.0)93�20,.•930,65...GE x 932. 32. 2 <br />GE :•. .�,�� 1GR <br />0S <br />x:G'E3...' 928.02� '' `X3.� 931.AS:::::, j �,rL'r'ISo 9 1. <br />N p <br />- <br />x........ 93�i I�x <br />li : .• x'§ 3Y.20....... 9:33...... ........... �932_47 "............. - x i 36 x G1: �2:'2 �9�i�822'....... X GE"��8.T,x 931.01 j 1930.20 x, • E <br />GE x.GE.... X 963;19 <br />1. <br />GE :::::::::::::::::::::.......I;: ;:::.. <br />�. GE x9 1.38 GE G E ... 933:16 ....... GE'.......... G <br />:' :; 32 GE 933:22.932:89 oz 930.0 <br />93 x 933.66 - - - •930:78 932.95 _ , 'GE x <br />T :' , 3.25 GE - y' kF'GE -- 93a 44.' V �q� _ I V, <br />E 932.24 ` GiE X lq �y <br />r xGE ` _93 .`L.8�0dZ3�ia%Y, <,i` ��lg :46. <br />/',•,,, 932.81 932.74 X 53Z.87 ' jij f _--GE _ - <br />933.77 933:7 xGE GE f84.42 0s3 9 <br />\ .................... i V --- <br />so <br />�< I <br />933.09 ` xGE x -- ......... - 471934..04 GE GE L _ ----- 933:27 <br />i x 933.69 GE -- x ; -xI <br />GE xGE ` x 933.60 x 432 993 12 RE+y <br />933.74 x ` ` GE GEXGE 933.19 EXY -R(;,P xGE3.90Q '• <br />II xGE 933.27 } 933.7 932.45 xGE 21'-R�� " v <br />0.5�Of GE 0 x 933.63 GE GE & APRONS 933.88 w rn r� I�'• <br />z.64 x 932.07 m GE ` 939'3�359i1 Rr �33.89 ^ o) 'o <br />E <br />GE x x N° <br />' 933.44 -- -- <br />pO x932.13�.54 x933.38 xGE3.57� xGE3.35 GAG E�'GE GE Q� _ 0.F <br />GE 33.73 <br />o' x 933.22 GE li xGE E p w - 9 .83 <br />GE V <br />1 xG�3.52 Al : �hj�•" "';.:::939;03''•.;'' . 9 a - GE <br />r_ <br />931:61 ' 933.16 GE <br />! xGE- xGE x <br />3 g9- REMO`�rKVE N`a�` `.. <br />9318i-'-;, x x nj� 938':63'. i GE A ON <br />GE x93 t28 GE ..GE x933.40 ;X933.76'O}x 938.75 xE <br />�y 933.21 GE WHEN CONNEC / <br />I Gfe-` x .GE.- .937. }� <br />y��e 932.20 GE 933.62 .934i x.E 938.40 + TO OUTLET CONTROL <br />93 6 6�� xGE xGE x.GEx'•4:3 • ''xGE °� STRUCTURE <br />T �31.21 58 87 <br />........ <br />o�........�f3E . <br />I z 933 93 'F48., C 934x 4E7. .. X E7.?0 d 9332.98 I x9 2.8 <br />X 9, 4, I. <br />(•� z�� y�o 932.36 x933.07 xGE x.9.33.14�E2.62 X'93 GE Cl NEW�PVEENTRAING sit SCY 6ti' <br />4.27 3.47 \' <br />�77��j oed 6ao x931.40 xGE GE GE GE........93s:15: S L I <br />�C1, wz GE i.X�3.39.g33,..236.$3 <br />�E <br />-_ <br />.91n' , o 93.3.6Er r.• •,.... L 1 0 <br />L" a� �E �3 932 ... GE <br />vT <br />932.07..... . ' <br />.. x .... <br />4 <br />GE r ;X 940 �94'0:48 •,.• � 933.4933.5d,I:w 9 2:9 <br />ii {-�"�r�930 92 h�. GE : GE.'::..-•'•,.••'•• • x4x <br />n k 31.83:.79`•.'•. GE xGE -W' <br />_ 0_ *0-M9r27 , 931.43 <br />;�, x r x ....... _ wrn <br />E i x933.88X,933:63:::::::. •'.•• <br />r a1 <br />M28..6..... MOVE GE "933 99....• tj33 62 ••.r.......... 74 <br />...................,r'7•E...................... CURB � GE GE 41 <br />15^ AT NEyV EN HIVCE � � 933 GE i i x933 <br />RCP �3 r x$:`J0•...... 9311 9 0.89 931.17 931.76 x GE t 1 GE <br />�'��s33; :' x......: <br />x <br />x xGE 932.95 �- <br />3 ..,, �1 �.:: ....xGE., x931.58 xGE 13 <br />1.. ':::::::::'...........:: ........... _x930.80 GE <br />j1 �............... E .... <br />xGE .'OZ.', . <br />ti - TC jSo T j 930.66 - 931.28 x 933.81 I o <br />u X C ttF•.................. g ��2$ N RE 921 1 �• 928:02 x 93'-1.59E I <br />IE 925.994 _ 81 29i:" AGE S GE'' ' x E xGE 933.40 <br />927:90' 928.6CI <br />w > I .. .� ..: E C4 933.20 xGE 9 9, %66 - <br />_ - ��_ M GE x:G�EGE•-• 33.99 <br />1 .0 <br />09 936.E <br />I � .... �N33.13 /R1rrLI, x•E <br />_ 1 bj js jjS x3 933.52 x933.39 <br />_Ct3., Z�Z 6�QE GE xGE3.60 I 9 3 <br />_ EX 15 RCP F _� 1 GE x <br />E N...............bs'gs .4 <br />I G <br />� <br />-� 6 j <br />x CB � - r"� � - <br />C U <br />v <br />4 <br />V <br />-T- <br />V <br />1J V <br />/1J <br />-- V <br />.69 <br />IT <br />�� IV N <br />x <br />w <br />9� <br />T <br />�2.03 V <br />18'-15" <br />RCP <br />-MHO <br />RE <br />2.44 <br />� <br />w <br />32.04 <br />p <br />C <br />a <br />N y <br />932.01-- - <br />x = <br />W <br />� <br />W <br />�Q <br />U <br />m <br />vNj � <br />3�43 <br />Oa <br />mHW <br />V) <br />�l <br />ti <br />0 <br />»1 <br />�y <br />0 <br />WNvo <br />a z <br />932&� <br />TIC <br />a3z <br />W <br />V <br />0Qwo <br />ON <br />W N <br />X 01 <br />w `1 <br />�/ <br />Cn <br />93 .74 <br />� <br />TIC <br />Q <br />2 65 <br />V <br />EX S N MH <br />RE 931.66 <br />IEE, 921.03 <br />IEN,Sb923.32 <br />EX C <br />RE 931.88 <br />IE 92 .25 <br />EX CB <br />RE 932.22 <br />IE 927.04 <br />EX DITCH <br />EX 27» <br />I E 927.00 C APRON <br />RE 929.23 � - - ',�� ) a I "q 933.37 TC� <br />IE 925.76 _ y' "" <br />` > 12" \ <br />WgTCRMA- }sr�z, 9 2 7 09'££ !� <br />D'I�TERhrAl Y m I W <br /><,o _ <br />RE 933,04 V <br />r v \ J _ -1 i ✓ �v 912 /�06 _� z2 IEW 920.40 <br />IEN,S 917.90 <br />SAWCUT AND REMOVE EXISTING BITUMINOUS AND CURB AND RESTORE DISTURBED w �� <br />' <br />I ` - BITUMINOUS AND CURB TO EXISTING OR BETTER CONDITION (PER UTILITY INSTALLATION) \ J � l , <br />REPLACE STREET WITHIN ONE WEEK AFTER COMPLETION OF WATER MAIN CONSTRUCTION <br />u <br />VICINITY MAP <br />Xcel Energy <br />6CtH <br />Collar Park z <br />b� <br />p 9 Oneka Pet Resort <br />a <br />i <br />Stockness Constructron <br />m <br />r <br />4$ <br />Northland Pallet <br />rl si <br />,7_132no N I <br />Western Spring <br />Manufacturing <br />Ir M!I Homes <br />SITE <br />' Adelaide Landing <br />I <br />170J, St N 11ath"N <br />129th Stir II-geN <br />Wilson Tool International 9 l <br />,xaeN siN <br />Goad Life Senior <br />i Oak Sic re Park LivingHugoI Beaver Ponds Park_- <br />i <br />r2a <br />12 <br />NOT TO SCALE <br />SHEET INDEX <br />CO TITLE SHEET, LEGEND & EXISTING CONDITIONS <br />C1 CIVIL SITE PLAN <br />C2 GRADING, DRAINAGE & EROSION CONTROL PL/ <br />C3 UTILITY PLAN <br />C4.1-4.3 DETAILS <br />C5.1-5.2 STORM WATER POLLUTION PREVENTION PLAN <br />DRAWN BY: DESIGN BY: <br />M.Q.A. C.W.P. <br />CHCKD BY: PROJ. NO. <br />M.Q.A. 20-1906 <br />ORIGINAL DATE: <br />MAY 1, 2020 <br />n <br />i <br />i <br />2 <br />0- <br />0 <br />0- <br />0 <br />F- <br />LU <br />0 <br />W <br />d <br />O <br />N <br />O <br />N <br />E <br />I` <br />N <br />E <br />L <br />a) 0 <br />Q D <br />Z <br />N � <br />c <br />U <br />OJ <br />J <br />�•gW� <br />rn <br />.� <br />W <br />c <br />_O <br />0 <br />r to <br />W <br />U <br />� <br />N <br />� <br />J <br />W <br />0-0 <br />< <br />06 <br />C <br />Z <br />Z <br />W <br />O <br />CD <br />COD <br />Z <br />J < <br />Z <br />W <br />(6 d <br />Z <br />C) <br />y_ <br />C:i <br />-0 <br />Cm <br />CIDW <br />a <br />= <br />W <br />W <br />J <br />H- <br />PREPARED FOR: <br />VICTOR LAND <br />HOLDINGS <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, VIN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />® _ <br />2 <br />0 15 30 <br />1 INCH = 30 FEET <br />CO <br />