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GENERAL NOTES <br />1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION <br />OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. <br />THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO <br />TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE <br />UTILITIES. <br />2. CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS <br />FOR EXISTING UTILITIES LOCATIONS. <br />3. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF <br />EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE <br />START OF INSTALLATIONS. <br />4. ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD <br />SPECIFICATIONS AND DETAIL PLATES. <br />5. ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. <br />6. PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ON <br />PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. <br />7. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF <br />CONSTRUCTION. <br />8. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL <br />BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL <br />UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY <br />COMPANY. <br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING <br />TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, <br />FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. <br />Know what's below. <br />Call before you dig. <br />LEGEND <br />OHW <br />EXISTING OVERHEAD ELECTRIC <br />GAS <br />EXISTING UNDERGROUND GAS LINE <br />GAS <br />EXISTING UNDERGROUND TELEPHONE <br />❑F <br />EXISTING FIBER OPTIC BOX <br />❑T <br />EXISTING TELEPHONE PEDESTAL <br />❑E <br />EXISTING ELECTRICAL PEDESTAL <br />IQ <br />EXISTING CABLE PEDESTAL <br />EXISTING UTILITY POLE <br />>� <br />EXISTING STORM SEWER <br />EXISTING WATER MAIN <br />> <br />EXISTING SANITARY SEWER <br />4 <br />EXISTING FLARED -END SECTION <br />x <br />EXISTING GATE VALVE <br />� <br />EXISTING HYDRANT <br />............. 930.............. <br />EXISTING CONTOUR <br />X920.99 <br />GE <br />EXISTING SPOT ELEVATION <br />X <br />EXISTING FENCE <br />EXISTING BITUMINOUS <br />EXISTING CONCRETE <br />EXISTING GRAVEL <br />O <br />Z <br />20 0 10 20 40 <br />1 INCH = 20 FEET <br />HORIZONTAL <br />(22" x 34") <br />928 <br />PROPOSED CONTOUR <br />930 <br />0920.60 <br />PROPOSED SPOT ELEVATION <br />(GUTTERLINE, BITUMINOUS SURFACE, OR GROUND <br />SURFACE UNLESS OTHERWISE INDICATED) <br />PROPOSED DIRECTION OF DRAINAGE <br />S <br />PROPOSED SILT FENCE <br />PROPOSED RIP -RAP <br />PROPOSED SOIL BORING LOCATIONS <br />BY HAUGO GEOTECHNICAL SERVICES <br />M <br />M <br />M <br />M <br />TEL <br />TEL <br />GAS <br />TEL <br />UJ(j v o <br />Z o N <br />LO W LO CO o <br />TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL Z � Z M <br />TEL TEL TEL TEL TEL TEL -TEL-TEL-TEL- -TEL TEL <br />OHU O� 0 �� <br />W Y�Y <br />-GAS GAS GAS GAS GAS GAS GAS GAS G GAS LU Q Q <br />m H 0 O X <br />-TEL TEL TEL TEL TEL TEL TEL TELOIL o TEL TEL- a W J <br />- .. ..... .. - LILAC STREET © Z Z <br />z� <br />(PUBLIC ROAD) -Q Z w <br />U Q Z_ <br />o o Uj <br />�J Uj <br />z <br />o cd <br />-- SITE ACCESS <br />GAS GAS GAS GAS I GAS GAS GAS GAS GAS M <br />1 x m ......9II2.3................ <br />901 6 1 901.6 x x 1 � 902:0'....Jfl........................ 902.... ............... 902.4 � .. <br />1 w 0 9oz.s J <br />ol. 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J <br />/} O ❑ C <br />�+ N <br />02.1x Z <br />EXSITING 12" FES -�\ O <br />x 902.7 <br />INV 900.38\ E 902.5 <br />�90 19.9 �0211.1 9oz.z EL <br />\ I U <br />901� �•••• .... j I LU <br />9 S.0 901..6v X 901J X 901.8 9 .0 902.3 /mac EXISTING BUILDINGj <br />901.4 19QP.a <br />TOP 'INV FFE = 902.5 <br />MAIN LEVEL AREA = T <br />:. l .. :.... 3,220 SF M I Q <br />a SB1. O I 0 <br />'�. • z 101,6 x 901.8 <br />v <br />I: C T <br />I `^ a) Z3 <br />E o <br />a. 7--T--=-.•'g7.. ----- -------- ---- 023 E <br />�o I <br />. • • • • 9 902.5 <br />I. y? aa. . A ae p o 2.2 - <br />..I:. 902.2. 00 q.. qa.. ... a <. A0�• Q OS +�-' � Cl)2 <br />� . q �.... ; "902.5 ' 902.5 i <br />V1 I' wry. 902.6'. " eFFE•1GPR Cl1.8Q <br />°q <br />I: m . <br />x 902.2 \ <br />:• I :. .. _ 902.6 �. . 902.4 i90.2• \\ D Q N 03 < <br />X \\ 4F Q <br />f <br />o W Q o <br />.• LQ \ N <br />m •'.' " <br />.. 0.. 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PER PLAT OF.LZNO'-LAKES•PARK. yN ' <br />.L�•flSh>hd==- �9S`J�Id---r._-9S9i�d 0SJ.Nd- . 05`J�ld'�' <br />902.4 - •902.I• '902:3"T ' \ •' • • • •g�7 901.5 <br />FNDIP-1/2" OPEN <br />I` -FENCE ON/NEAR LOT LINE ....•'..•...'.FNDIP-1/2" 14946 <br />.902.......................................................... <br />902.2 901.8 901.5 901.5 <br />901.5 <br />r <br />SHEET <br />C1.2 <br />S:\PLOWE\CAD\24PROJ\2179 - 416 LILAC ST (LINO LAKES)\2179 CAD\2179 BASE 1.DWG 24-21 79 <br />Thursday, December 5, 2024 11:53:41 AM <br />