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/>T <br />E <br /> <br />M <br />A <br />P <br />. <br />d <br />w <br />g <br /> J <br />a <br />n <br /> <br />0 <br />7 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br /> <br />- <br /> <br />5 <br />: <br />3 <br />3 <br />p <br />m <br />DESCRIPTION OF REVISIONSNO.DATE BY <br />DESIGNED <br />DRAWN <br />CHECKED <br />DRAWING NO. <br />PROJ. NO. <br />® <br />FI <br />L <br />E <br />N <br />A <br />M <br />E <br />: <br />PL <br />O <br />T <br /> <br />D <br />A <br />T <br />E <br />: <br />NAME: <br />SIGNATURE: <br />LIC. NO.: <br />DATE:CITY OF ARDEN HILLS 2 <br />SITE MAP, NOTES AND <br />ESTIMATED QUANTITIES <br />LPP <br />IDR <br />MOB LARRY POPPLER 41005 <br />1/8/2025------------ <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />2025 CIPP LINING 22335.000 <br />SCALE IN FEET <br />0 100 200 400 <br />>> <br />LEGEND <br />EXISTING SANITARY MANHOLE <br />EXISTING SANITARY SEWER <br />CIPP LINING>>>> <br />SN <br />INFLOW FROM BETHEL UNIVERSITY <br />LIFT STATION <br />CIPP PIPELINE SEGMENT INFORMATION <br />STREET UPSTREAM <br />MANHOLE <br />DOWNSTREAM <br />MANHOLE PIPE TYPE 8" SANITARY <br />SEWER (LIN FT) <br />10" SANITARY <br />SEWER (LIN FT) <br />24" STORM <br />SEWER (LIN FT) <br />SERVICE <br />CONNECTION IN <br />PIPE <br />DROP <br />CONNECTION <br />IN PIPE <br />PASCAL AVE 8-147A 8-147 VCP 350 7 <br />PASCAL AVE 8-147 8-148 VCP/CIP 62 0 <br />COUNTY ROAD E 8-150 8-149 VCP/PVC 185 2 <br />COUNTY ROAD E 8-149 8-148 VCP 220 1 <br />COUNTY ROAD E 8-148 8-056 VCP 245 1 <br />COUNTY ROAD E 8-056 8-055 VCP 375 5 <br />COUNTY ROAD E 8-055 8-142 VCP 160 0 1 <br />ARDEN PLACE 8-139 8-138 VCP 325 3 <br />ARDEN PLACE 8-138 8-137 VCP 205 3 <br />ARDEN PLACE 8-137 8-136 VCP 380 6 <br />ARDEN PLACE 8-136 8-135 VCP 210 6 <br />ARDEN PLACE 8-135 8-134 VCP 400 10 <br />FOREST LANE 8-132 8-131 VCP 180 1 <br />FOREST LANE 8-131 8-130 VCP 170 0 <br />FOREST LANE 8-130 8-129 VCP 160 4 <br />FOREST LANE 8-129 8-128 VCP 210 4 <br />FOREST LANE 8-128 8-127 VCP 270 4 <br />SKILES LANE 8-164 8-163 VCP 135 2 <br />SKILES LANE 8-163 8-162 VCP 102 0 <br />SKILES LANE 8-162 8-161 VCP 135 0 <br />SKILES LANE 8-157 8-121 VCP 220 2 <br />SKILES LANE 8-121 8-122 VCP 140 1 <br />SKILES LANE 8-122 8-123 VCP/PVC 160 3 <br />SKILES LANE 8-123 8-124 VCP 100 0 1 <br />SKILES LANE 8-124 8-125 VCP 250 1 1 <br />GLENARDEN ROAD 8-142 8-141 272 0 <br />GLENARDEN ROAD 8-141 8-134 VCP 185 2 <br />GLENARDEN ROAD 8-134 8-133 VCP 226 1 <br />GLENARDEN ROAD 8-133 8-127 VCP 226 4 <br />GLENARDEN ROAD 8-127 8-126 VCP 212 1 <br />GLENARDEN ROAD 8-126 8-125 VCP/PVC 212 2 1 <br />GLENARDEN ROAD 8-125 8-114A VCP 380 6 <br />GLENARDEN ROAD 8-114A 8-114 VCP/PVC 212 3 1 <br />GLENARDEN CT CMP 70 <br />PIPE LINING NOTES: <br />1.VERIFY AND DOCUMENT LOCATIONS AND SIZES OF ALL EXISTING <br />SERVICES AND LATERALS. REINSTATE EXISTING ACTIVE SERVICE <br />CONNECTIONS UPON COMPLETION OF LINING INSTALLATION. <br />2.VERIFY LENGTH AND INSIDE DIAMETER OF EACH SEGMENT TO BE <br />LINED PRIOR TO ORDERING LINER. <br />3.PRIOR TO LINING, CONTRACTOR SHALL CLEAN AND TELEVISE EACH <br />SEGMENT TO BE LINED AND NOTIFY ENGINEER IF ANY AREAS OF <br />CONCERN ARE NOTED. PROVIDE COPIES OF TELEVISING TO ENGINEER <br />AT LEAST 3 DAYS PRIOR TO LINING. <br />4. ALL DEBRIS REMOVED FROM EXISTING SEWER LINES SHALL BE <br />DISPOSED OF AT AN ACCEPTABLE SITE, AS APPROVED BY THE <br />ENGINEER. <br />5.THE LOCATIONS OF EXISTING SEWER MANHOLES AND SEWER MAINS <br />INDICATED ON THE PLANS ARE APPROXIMATE. <br />6.PAYMENT FOR PIPE LINING WILL BE MADE AFTER PIPE INSTALLATION. <br />NO PAYMENT WILL BE MADE FOR MATERIALS ON HAND. <br />7.CIPP LINING MATERIAL SHALL PROTRUDE 2-INCHES INTO EACH <br />MANHOLE STRUCTURE <br />1.THE CONTRACTOR SHALL CONFINE OPERATIONS TO THE LIMITS OF <br />THE CONSTRUCTION AREA AS SHOWN ON THE PLANS, RIGHT OF <br />WAY, EASEMENTS, AND CITY PROPERTY. WORK BY OTHER <br />CONTRACTORS OR CITY CREWS WILL BE OCCURRING ON OLD <br />SNELLING AVE AND PASCAL AVE AS WELL AS THE FREEWAY PARK <br />IMPROVEMENTS PROJECT NEAR THE INTERSECTION OF ARDEN <br />PLACE AND GLENARDEN RD. THE CONTRACTOR MUST COORDINATE <br />WORK WITH OTHER CONTRACTORS AND AVOID INTERRUPTING <br />OTHER WORK. <br />2.RECORD DRAWINGS WILL BE PROVIDED UPON REQUEST <br />3.PROTECT ALL EXISTING UTILITIES FROM DAMAGE. <br />4.RESTORE ALL DISTURBED AREAS TO EXISTING OR BETTER <br />CONDITION. <br />5.CONTRACTOR TO LIMIT AREA DISTURBED BY CONSTRUCTION AND <br />ACCESS. PAYMENT WILL NOT BE MADE FOR RESTORATION OF <br />AREAS DAMAGED DUE TO LACK OF CARE. <br />6.CONTRACTOR TO ONLY TRIM OR REMOVE TREES NECESSARY FOR <br />TEMPORARY CONVEYANCE, MH REHABILITATION, OR LINING. <br />COORDINATE WITH LANDOWNER, PROJECT ENGINEER AND CITY <br />PRIOR TO ANY TREE TRIMMING OR REMOVAL <br />GENERAL NOTES: <br />1.CONTRACTOR SHALL PROVIDE TEMPORARY CONVEYANCE OF <br />WASTEWATER AROUND THE SECTIONS OF PIPE DESIGNATED FOR <br />CLEANING, CIPP INSTALLATION AND LATERAL CONNECTION SEALING. <br />2.FINAL TEMPORARY CONVEYANCE PLAN MUST BE DESIGNED BY <br />CONTRACTOR AND APPROVED BY ENGINEER PRIOR TO BEGINNING WORK <br />3.CONTRACTOR TO MAINTAIN ACCESS TO ALL HOMEOWNERS AT ALL TIMES. <br />4.CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY TEMPORARY <br />CONVEYANCE TO EXISTING CONDITIONS. <br />5.RESTORATION OF AREAS DISTURBED BY TEMPORARY CONVEYANCE <br />SHALL BE INCIDENTAL TO TEMPORARY CONVEYANCE. <br />6.METHODS OF TEMPORARY CONVEYANCE FOR HOMES, BUSINESSES, ETC <br />DIRECTLY CONNECTED TO SANITARY MAIN SHALL BE CONTRACTORS <br />RESPONSIBILITY. <br />7.CONTRACTOR ENCOURAGED TO COORDINATE WITH BETHEL UNIVERSITY <br />AND COMPLETE WORK DURING LOW FLOW PERIODS. <br />TEMPORARY CONVEYANCE NOTES: <br />1.ANY RETAINING WALL, FENCE, OR OTHER PRIVATE PROPERTY <br />REMOVED OR DAMAGED SHALL BE RESTORED TO EXISTING OR BETTER <br />CONDITION AND WILL BE INCIDENTAL TO THE WORK. <br />2.ALL TRAFFIC CONTROL SHALL BE PER MNMUTCD. ANY TRAFFIC <br />CONTROL REQUIRED SHALL BE INCIDENTAL TO THE WORK. COUNTY <br />APPROVAL REQUIRED FOR ALL TRAFFIC CONTROL ON COUNTY <br />ROADWAYS. <br />3.CONTRACTOR IS TO INSTALL APPROPRIATE EROSION CONTROL IN ALL <br />AREAS WHERE EROSION MAY OCCUR. EROSION CONTROL SHALL BE <br />INCIDENTAL TO THE WORK. <br />4.REMOVE ALL SOILS AND SEDIMENTS DEPOSITED ONTO PUBLIC AND/OR <br />PRIVATE PAVEMENT AREAS WITHIN 24 HOURS OF DEPOSITION. <br />REMOVAL OF TRACKING MATERIALS SHALL BE COMPLETED AT THE END <br />OF EACH WORK DAY WHEN TRACKING OCCURS. SWEEPING MAY BE <br />ORDERED AT ANY TIME IF CONDITIONS WARRANT. SWEEPING SHALL BE <br />MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION AND IN <br />SUCH A MANNER TO PREVENT DUST BEING BLOWN TO ADJACENT <br />PROPERTIES. <br />5.ALL TURF AREAS SHALL BE RESTORED WITH SALVAGED TOPSOIL AND <br />SEED, OR SOD, PER SPECIFICATIONS. (INCIDENTAL) <br />REMOVAL AND RESTORATION NOTES: <br />STATEMENT OF ESTIMATED QUANTITIES <br />LINE NO.ITEM UNIT QUANTITY <br />BASE BID <br />1 MOBILIZATION LUMP SUM 1 <br />2 TRAFFIC CONTROL LUMP SUM 1 <br />3 TEMPORARY CONVEYANCE LUMP SUM 1 <br />4 CLEAN & TELEVISE SANITARY SEWER (PRE-REHABILITATION)LIN FT 7274 <br />5 HEAVY SEWER CLEANING HOUR 25 <br />6 TRIM PROTRUDING TAP HOUR 5 <br />7 CIPP LINING - 8" SANITARY SEWER LIN FT 5586 <br />8 CIPP LINING - 10" SANITARY SEWER LIN FT 1688 <br />9 REINSTATE SANITARY SEWER SERVICE EACH 85 <br />10 REINSTATE OUTSIDE DROP EACH 5 <br />ALTERNATE BID <br />11 CLEAN & TELEVISE STORM SEWER (PRE-REHABILITATION)LIN FT 70 <br />12 HEAVY SEWER CLEANING HOUR 1 <br />13 CIPP LINING - 24" STORM SEWER LIN FT 70 <br />14 REINSTATE STORM MANHOLE EACH 1 <br />SITE MAP <br />CIPP STORM <br />SEWER LINING <br />VCP