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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 />IIE <br />EXISTING FIBER OPTIC BOX <br />❑T <br />EXISTING TELEPHONE PEDESTAL <br />EE <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 />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 0 TEL TEL TEL TEL TEL TEL -TEL-TEL-TEL- -TEL TEL <br />OHU OW 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 aUj <br />�J Uj <br />z <br />o cd <br />-- SITE ACCESS <br />GAS GAS GAS GAS I GAS GAS GAS GAS GAS M <br />1901 x m ......9II2.3................ <br />6 I 901.6 x x I � 902:0'....Jfl........................ 902.... ............... 902.4 � .. <br />col. w 9oz.s J 12" DIP % <br />MB I I I I �-.""-�'."."..J.I.�� I Z O rn Co N <br /><---- 900------4-----�-< 901.8 81, PVC < <br />FNDIP-1/2" 12251 9011x > Z N w Q LL,1 0 <br />... 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