09/11/2024 PZ Combined Packet - Laserfiche WebLink

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GENERAL NOTES1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.2. CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4. ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 5. ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 6. PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.8. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. 1. SANITARY SEWER SERVICES SHALL BE 1.25" DIAMETER HDPE MEETING ASTM d3350 AND CONFORMING TO ASTMD3035, AWWA C-901, AND ASTM F714. PIPE SHALL BE PE 3608 OR PE 4710 WITH A PRESSURE RATING OF 160 PSI OR GREATER. 2. FIELD VERIFY SIZE, ELEVATION AND LOCATION OF EXISTING SANITARY SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 1. WATERMAIN SERVICES SHALL BE 1" COPPER TYPE K, ASTM B88, FROM THE STUB TO THE PROPOSED HOMES. 2. FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING WATERMAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 3. MAINTAIN A MINIMUM OF 8.0 FEET OF COVER OVER ALL WATERMAIN PIPE. 4. WATERMAIN SHUTOFF REQUIRES A MIN. 48 HOUR NOTICE TO CITY ENGINEERING DEPARTMENT AND ALL AFFECTED PROPERTY OWNERS. SANITARY SEWER NOTES WATERMAIN NOTES907.9907.8907.70FNDIP47223905.96FNDIP5332907.6MBCO908.05CO SANCS907.9CS908.3CO908.27CO SAN907.9POLE W/EB907.6SoA125.0980.00125.0980.00215.00215.00908.01FNDIP9018907.62FNDIP9018911.20FNDIPREBAR23266906.78FNDIP9018910.19MH-SEPCOCS24.364.123.964.3907.56SANSRVCS907.18SANSRV906.62SANSRVCS80.0080.00215.00906.6SB?906.9SB?SLABLOW ENTRY = 911.0LOW FLOOR = 911.0EXISTING SANITARYCLEANOUTEXISTING SANITARYAND WATER SERVICEEXISTING SANITARYAND WATER SERVICEEXISTING SANITARYAND WATER SERVICEEX. 2" HDPE DR 21 FORCEMAINEX. 8" DIP CL 52 WATERMAINSLABLOW ENTRY = 911.0LOW FLOOR = 911.0RAISE CURB STOP TO MATCH NEW DRIVEWAY GRADE AND PROVIDE FORD A-1 COVER (TYP. FOR LOTS 1 AND 2) FOR ALL LOTS, EACH HOUSE IS TO HAVE A SANITARY GRINDER LIFT STATION (E-ONE OR APPROVED EQUAL) WITH CHECK VALVE - CONNECT TO EXISTING SERVICE - PROVIDE FORD A-1 COVER FOR CLEANOUTS LOCATED IN DRIVEWAYSFMFMFMFMFMFMFMFMFMFM FORCEMAIN AND WATER SERVICE ROUTING - VERIFY WITH OWNER DENOTES PROPOSED WATER PIPE DENOTES PROPOSED SANITARY SEWER PIPE DENOTES FENCE DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINEXXGASE DENOTES UNDERGROUND FIBER OPTIC LINEFIBER DENOTES BUILDING SETBACK LINEBLDSBDENOTES HYDRANT DENOTES GAS METER DENOTES POWER POLE DENOTES SIGN DENOTES CONCRETE SURFACE DENOTES BITUMINOUS SURFACE DENOTES LIGHT POLE DENOTES TELEPHONE PEDESTAL DENOTES CABLE PEDESTAL DENOTES EXISTING SPOT ELEVATION DENOTES WELL DENOTES MAILBOX DENOTES FIBER OPTIC BOX DENOTES ELECTRICAL BOX DENOTES EXISTING CONTOURS DENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNIT DENOTES CLEAN OUT DENOTES CURB STOP DENOTES SANITARY SEWER MANHOLEX 952.36COCSSWDENOTES TREE LINELEGENDNORTH 1 INCH = 20 FEETHORIZONTAL20 0 10 2040(22" x 34")S:\PLOWE\CAD\24PROJ\2157 SLATER ADDITION (LINO LAKES )\2157 CAD\2157 BASE 1.DWGWednesday, July 31, 2024 10:30:21 AMFAX: (651) 361-8701PHONE: (651) 361-8210LINO LAKES, MN 550146776 LAKE DRIVESUITE 110SITE PLANNING& ENGINEERINGPLOWEENGINEERING, INC.PREPARED FOR: BOULDER CONTRACTING, LLCSLATER ADDITIONLINO LAKES, MN12456783MQAAGCHECK BY:DRAWN BY:24-2157DATE:JOB NO:07/31/24DESCRIPTIONDATENO.SHEET C2.1Date: License No. 43963ADAM GINKEL07.31.2024I hereby certify that this plan was prepared by meor under my direct supervision and that I am a dulylicensed professional engineer under the laws ofthe State of Minnesota.UTILITY PLANPRELIMINARY24−2157