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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 />IE <br />EXISTING FIBER OPTIC BOX <br />❑T <br />EXISTING TELEPHONE PEDESTAL <br />0 <br />EXISTING ELECTRICAL PEDESTAL <br />© <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 />H <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 />EXISTING WELL TO BE SEALED PER <br />CITY AND MN DEPT. OF HEALTH <br />REQUIREMENTS UNLESS USED FOR <br />IRRIGATION <br />PIN No. 17-31-22-22-0007 <br />Owner: Lloyd McKinney <br />Address: Unassigned <br />TEL <br />TEL <br />GAS <br />TEL <br />TEL—TEL—TEL—TEL <br />TEL—TEL—TEL—TEL <br />—GAS—GAS—GAS- <br />-TEL—TEL—TEL— <br />—TEL—TEL- <br />-TEL—TEL- <br />-GAS—GAS— <br />TEL—TEL—TEL <br />—TEL—TEL- <br />-TEL—TEL— <br />GAS <br />GAS <br />TEL <br />TEL <br />TEL TEL TEL <br />TEL TEL TEL <br />T—OHU <br />GAS G _GAS— <br />U) TEL <br />— .. ..... .. — LILAC STREET <br />(PUBLIC ROAD) Q <br />U <br />2 <br />0 <br />-- SITE ACCESS <br />GAS GAS GAS GAS I GAS GAS GAS GAS GAS <br />e I EXISTING 12" DIP W.M. I Bi <br />�XSITING 18" FES -, % c C < EXISTING 8" PVC SA7TARY SE <br />INV 97.42 \ <br />FNDIP-1/2" 12251 � —�� 6�� DIP <br />TEL ---I <br />—TEL <br />Ln <br />I <br />TEL <br />W(j v o <br />Z o N <br />� <br />mCO <br />Z o <br />�> Z � <br />Lu <br />OLU LU O <br />M <br />W YLU LU -Y S _ <br />J Z w L_ <br />U' (0 0 O X <br />a. LU (.0 U) 0-LL <br />© Z Z <br />ZZ <br />Z Ill <br />LU <br />a(D <br />LIM tw <br />U) Cd <br />M <br />M <br />12" DIP <br />m <br />rn <br />Co <br />Z <br />8" PVC <br />Z <br />� <br />O�: <br />Z cN <br />Y <br />U Q <br />Cl)— <br />Ijj o <br />IYQ <br />mN <br />O� <br />=2 <br />Q_ <br />0 <br />0 <br />0 <br />12"I CMP 899.61- INV �\ T �r 899.0 << <br />897.4 TI I \ INV 0 TOP 00.0 <br />IN <br />TO \ \ I TOP <br />TEL TEL /TEL— TEL NV 89w 1T1$" FES \ TELL <br />\ 2 I TEL T TELT--TEL <br />R / �I T I <br />-PKGSB— PKGSB--l---PKGSB— I I k <br />\ / Z i ----PKGSB / <br />\\ I` 42'-18" CMP LUQ I EXSITING 18" FES-/ <br />\\ @ 1.67% 0- I I INV 899.04 <br />\\ LU W EXISTING HYDRANT <br />AND GATE VALVE j _j 0 o `- EXISTING 1" WATER SERVICE <br />N z W/ CURB STOP AND 4" PVC <br />0 LL SANITARY SEWER SERVICE <br />' ^ Q O i (LOCATION OF EXTENSIONS TO <br />Uj Q BUILDING UNKNOWN) <br />°d z � <br />s I a Ln <br />I I w <br />I <br />I I <br />I I I o c <br />a , A L�— <br />—— <br />I I�---OVERHANG <br />w <br />36.3 <br />I <br />� I <br />o©� I <br />N I <br />v <br />Z <br />Ln O <br />E <br />Il <br />19.9 i 11.1 - U <br />—�x —x._ x x—x <br />EXISTING BUILDING <br />`O <br />�r <br />U <br />FFE = 902.5 <br />MAIN <br />Lu <br />LEVEL AREA = <br />3,220 SF <br />x SB1. <br />f1 <br />v <br />v <br />I <br />N M t0 O a0 <br />L -- =-- —.— — —. <br />CID <br />a) <br />a� <br />o <br />--Y- - === ----__ 87.0--------------------- <br />a <br />E 3 <br />56.2 <br />CU M <br />r-_.�------ <br />d° •° ° ,. . <br />d. 982.5 <br />° .. a.. ° 4 <br />e.A <br />co <br />... <br />.. e'FF&d AR <br />-0 <br />�•.a _ <br />ad''A. <br />'d.: °. <br />(�fl <br />/ <br />CL <br />7 Z <br />� J <br />C7 <br />a °d.A <br />•d . e <br />.• . ' . d'. ° d <br />I <br />- t <br />M O= U <br />.0 i LU V) <br />Y r--------- <br />d <br />I <br />o a� _ Y <br />A A <br />PIN No. 17-31-22-22-0005 <br />Owner: Advanced Concrete <br />•�� <br />O- J <br />FNDIP-1/2" OPEN <br />PIN No. 17-31-22-22-0008 <br />Owner: Lloyd McKinney <br />Address: 7582 4th Avenue <br />Address: 432 Lilac Street <br />D Q N c <br />.�Z3 <br />C U) <br />W <br />� <br />Q <br />Q N <br />o <br />i U) <br />N <br />O <br />� O <br />46 <br />O O <br />O <br />N <br />U E Q <br />r <br />T L -0 <br />'^^ <br />VJ <br />^(Q <br />0 <br />O V <br />X- <br />FNDIP-1/2" 14946 <br />U <br />J <br />J <br />2 <br />LU <br />CIO <br />a. <br />V <br />Z <br />IJ <br />W <br />LU <br />Q <br />LULU <br />W <br />LL <br />z <br />J <br />J <br />o <br />IL <br />D <br />W <br />Q <br />a <br />W <br />w <br />a <br />SHEET <br />C2ml <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 />