08/27/2001 Council Packet - Laserfiche WebLink

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CABLE BCD TEL BOX 9 L E 43 LFI 187 CMP N / N 4 3 -- -i8- - -.i8- CM N N N 5 N N J 28 LF 18' RCP 8 0.500 CB 1 RI14- 915.021 NV- 909.41 2 72 LF 18' DAP F S INV =907.5 6 Lowl MH 8 9 11 C8MH 2 1 2 RIMa915.02 LINV W- 909.27 INV 0909.17 130 LF 18' RCP 8 0.900 FES INV -908.0 13 H RIM 1 •910.2 IN 89E L -_ FES INVm907.0 THE LOCATIONS OF EXISTING UNDERGROUND UTRITIES ARE SHORN IN AN APPROXIMATE WAY ONLY. THE EXCAVATING CONTRACTOR SHALL DETERMINE 7HE EXACT LOCATION OF AU. EXISTING UTLILTIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES P44CH MIOHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES 38 IF 8" PVC G 0.408 1 TNlr^' ya:is POND 2 NWL 907.7 1YR 908.0 1079 909.9 1007R 909.9 POND 11 TEL BO tl 9• li t • y„ aaa. ,E.' NOTES: 1, ALL WATERMAIN SHALL BE DUCTILE IRON, CLASS 52, WITH 8.0 FOOT MINIMUM COVER. 2. AU. SANITARY SEWER PIPE SHALL BE PVC A5T14 3034 SDR 35 UNLESS OTHERWISE INDICATED. 3. WATER SERVICES SHALL BE 1' TYPE K COPPER. 4. SANITARY SERVICES AND CLEANOUTS SHALL BE 4' PVC 5040001E 40. 780P1117 UNE ITMEAWIN 0090 099ENT 0E11E9 ONE LEGEND LOT meet TYPICAL SERVICE DETAIL 90 50N.0 EXISTING STORM SEWER PROPOSED STORM SEWER DRAINAGE do UTILITY EASEMENT LIMIT uti 0---- sr B01T OF WAT > -0CB • t-- PROPERTY UNE PROPERTY UNE 60' t � OP OF OM 8.14-.: 908.47 F.X. 1,... 77- INV.5"32.99 B0TVI rv, j O TEL O ■ GAS 0 ELEC. H 2.00. 0/440N TRENCH g OT.V. ELEC. 50098 I- 2.5' 1,1 O r CURB I 10 36" GAS 3 :1 (MAXI MN. 1 /4'lET' T.V. 0 o TEL 0 ELEC. GAS 0 W.M. O NOTE: MINIMUM R/W CROS5990 DEPTH 30 ". URBAN STREET UTILITY LOCATION NO SCAIE 25 50 100 NORTH 200 5. CONTRACTOR SHALL KEEP ALL CONSTRUCTION YATHN THE SITE PLAT RIGHT OF WAY AND DESIGNATED AREAS. THE BUILDING PADS ARE NOT TO 8E DISTURBED . 8. REGRADE ALL DISTURBED AREAS TO ORIGINAL GRADING PLAN. UTILITY CONSTRUCTION NOTES A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY OF UNO LAKES, AND MNDOT SPECIFICATIONS. • 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 8. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, WITH 8.0 FEET MINIMUM COVER. 4. ALL .STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R -4 JOINTS, AND RUBBER GASKETS. 5. RIP RAP SHALL BE Mn /DOT CLASS 3. C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTIUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454 -0002. D. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. E. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGIN OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR THE CONSTRUCTION SITE. F. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS AND THE ENCLOSED TRAFFIC CONTROL MAP AND NOTES. H. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTIUTY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. THE GEOTECHNICAL FIRM WILL BE SELECTED BY THE OWNER. I. PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. J. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND /OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES. WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF THE OPERATION. SHOULD THE CONTRACTORS' OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS. THE BROKEN UMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED.•TO MINIMIZE ANY AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED <. INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT NALL BE MADE. A PRELIMINARY TREE PROTECTION PLAN IS ATTACHED. RECEPI AUG 0 2 2001 CITY OF LINO LAKES • Revisions No. Date By Remarks I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the lows of the State of Minnesota. Name Date Registration Number Jeff Elliott 6/11/01 19174 Scale SHOWN Designed RJE Drown JHB Date 6/11/01 Checked Approved Engineering • Planning • Surveying 15050 23rd Alamo North • Plymouth, Minnesota • 55447 phone 76.3/475-6010 • fox 763/476 -8532 E- Moil.• mfraeln1%aam Client Land Holding Group White Bear Lake, MN Project 12th Avenue and Holly Drive Lino Lakes, MN Sheet Tillie' Preliminary Utility Plan Sheet 4/7 Revision MFRA F111 NO 13305