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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 />SANITARY SEWER NOTES <br />1. SANITARY SEWER SERVICES SHALL BE 1.25" DIAMETER HDPE MEETING ASTM d3350 <br />AND CONFORMING TO ASTMD3035, AWWA C-901, AND ASTM F714. PIPE SHALL BE PE <br />3608 OR PE 4710 WITH A PRESSURE RATING OF 160 PSI OR GREATER. <br />2. FIELD VERIFY SIZE, ELEVATION AND LOCATION OF EXISTING SANITARY SEWER AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />WATERMAIN NOTES <br />1. WATERMAIN SERVICES SHALL BE 1" COPPER TYPE K, ASTM B88, FROM THE STUB TO <br />THE PROPOSED HOMES. <br />2. FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING WATERMAIN AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />3. MAINTAIN A MINIMUM OF 8.0 FEET OF COVER OVER ALL WATERMAIN PIPE. <br />4. WATERMAIN SHUTOFF REQUIRES A MIN. 48 HOUR NOTICE TO CITY ENGINEERING <br />DEPARTMENT AND ALL AFFECTED PROPERTY OWNERS. <br />LEGEND <br />FA7 <br />DENOTES AIR CONDITIONING UNIT <br />© <br />DENOTES CABLE PEDESTAL <br />•CO <br />DENOTES CLEAN OUT <br />•cS <br />DENOTES CURB STOP <br />EI <br />DENOTES ELECTRICAL BOX <br />X952.36 <br />DENOTES EXISTING SPOT ELEVATION <br />❑F <br />DENOTES FIBER OPTIC BOX <br />© <br />DENOTES GAS METER <br />DENOTES HYDRANT <br />DENOTES LIGHT POLE <br />DENOTES MAILBOX <br />ca-) <br />DENOTES POWER POLE <br />Os <br />DENOTES SANITARY SEWER MANHOLE <br />DENOTES SIGN <br />O <br />DENOTES SOIL BORING. (BY OTHERS) <br />❑r <br />DENOTES TELEPHONE PEDESTAL <br />DENOTES WELL <br />-x X <br />DENOTES FENCE <br />. . ...."".••"'"... <br />DENOTES EXISTING CONTOURS <br />DENOTES EXISTING SANITARY SEWER <br />DENOTES EXISTING WATER MAIN <br />E <br />DENOTES UNDERGROUND ELECTRIC LINE <br />-GAS- <br />DENOTES UNDERGROUND GAS LINE <br />-FIBER <br />DENOTES UNDERGROUND FIBER OPTIC LINE <br />BLDSB <br />DENOTES BUILDING SETBACK LINE <br />DENOTES BITUMINOUS SURFACE <br />DENOTES CONCRETE SURFACE <br />DENOTES TREE LINE <br />DENOTES PROPOSED WATER PIPE <br />DENOTES PROPOSED SANITARY SEWER PIPE <br />I= <br />0 <br />z <br />20 <br />0 <br />10 <br />20 <br />40 <br />W-1(j (2 <br />z o N <br />Lo <br />_o <br />z '- c <br />M _ <br />Ow ^C0 <br />w wow �`' <br />w Y � Y <br />Jz Jwg z <br />a3 ��z 1­o oX <br />. w co U) � D- ILL <br />SoA �F <br />zZ <br />zOf <br />I F I U Q w <br />L �z <br />a � <br />�N-.-.-.-. -. <br />. - - - - - _ . - . - . . - . - . - . - . - . - . - . - . - . - . - . - . - . � Lu <br />U)� <br />F 907.9 <br />POLE W/EB <br />�49079 907.6 <br />.fi ❑F T <br />905.96 <br />908.27 <br />FNDIP5332� ASE-E AS CO SANE GAS E GAS E GAS E GA= GAS <br />9oss CO SAN 907 70 m m N <br />V V E E E�FNDIP47223 z Q y <br />907.6 V z N U Q IJ,J M <br />MB QU M V W� <br />FIBER FIBER IB R FIBE FIBER FIBERFIBER FIBER FIBER FI ER Q o N = Q O <br />0 U 0 <br />I I I I I I <br />co <br />906.78 <br />FNDIP9018 <br />EXISTING SANITARY - 80,00 <br />CLEANOUT <br />-. - . - . - . - <br />I <br />911.20 ` <br />FNDIPREBAR23266 <br />v <br />EX. 2" HDPE DR 21 FORCEMAIN <br />EX. 8" DIP CL 52 WATERMAIN <br />I I I I I I <br />- EXISTING SANITARY <br />AND WATER SERVICE <br />I I <br />RAISE CURB STOP TO MATCH NEW <br />DRIVEWAY GRADE AND PROVIDE <br />FORD A-1 COVER <br />(TYP. FOR LOTS 1 AND 2) <br />I I I <br />I I I <br />90 .9 <br />r SB <br />I I I <br />SLAB <br />LOW FLOOR = 911.0 <br />LOW ENTRY = 911.0 <br />1 <br />L. - . - . _ . - . - . - . - . <br />80.00 <br />N 027'2 "W 285.09 <br />80,007__ <br />�� �° °� <br />\9p <br />. EXISTING SANITARY <br />AND WATER SERVICE T <br />-\ I I I <br />SLAB 2 <br />O 906.6 <br />SB? <br />LOW FLOOR = 911.0 <br />LOW ENTRY = 911.0 <br />FOR ALL LOTS, EACH HOUSE IS TO HAVE A <br />SANITARY GRINDER LIFT STATION (E-ONE <br />OR APPROVED EQUAL) WITH CHECK <br />VALVE - CONNECT TO EXISTING SERVICE - <br />PROVIDE FORD A-1 COVER FOR <br />CLEANOUTS LOCATED IN DRIVEWAYS <br />v <br />v <br />> -�> > > > > > > > <br />1 /♦ I `� 1 A L I r- <br />I F.- <br />I I I I I n I I I 1 I I I <br />907.56 <br />V SANSRV _ 9paOl9p1$ <br />125.09 <br />FORCEMAIN AND WATER SERVICE <br />ROUTING -VERIFY WITH OWNER / <br />-X X X X 3 <br />X <br />x <br />I x <br />I <br />I <br />I <br />I I j <br />23.9 <br />I I I <br />. - . - . - . - . - . - . - . - . - . - . - .-L . ..L . - . - . - . - . - . - . - . - . - . - . - <br />80.00 � x x x x x <br />N89027'24 "W 285.09 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />e <br />z <br />0 <br />U <br />w <br />0 <br />w <br />Q <br />0 <br />N M "t Lo CO I- M b <br />N 7 0 <br />E -0 o <br />O (6 M <br />c <br />(6 w M <br />O <br />O O z <br />(6 (6 J (1) <br />Y <br />O <br />(6 .� Z U <br />a � 'a 0 <br />C <br />Q N c6 Q <br />, <br />a--� 'n 0 <br />Q <br />1.1.1 0 <br />.... '� r N <br />'O 0) <br />1= > 2 <br />E Q o <br />U 0 <br />O .0 <br />Z <br />C) <br />J <br />J <br />Oz <br />I <br />a <br />02 <br />J <br />o <br />W <br />U <br />Q1 <br />Q <br />w <br />J <br />F_ <br />D <br />O <br />Wz <br />J <br />m <br />F- <br />O <br />Q <br />= <br />LL <br />o <br />J <br />w <br />LU <br />U) <br />a <br />w <br />1 INCH = 20 FEET <br />HORIZONTAL <br />(22" x 34") <br />SHEET <br />C2ml <br />S:\PLOWE\CAD\24PROJ\2157 SLATER ADDITION (LINO LAKES)\2157 CAD\2157 BASE 1.DWG 24-215� <br />Wednesday, July 31, 2024 10:30:21 AM <br />