06/13/2001 P&Z Packet - Laserfiche WebLink

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• POND I NWL 908.0 1YR 908.01 10YR 908.2 . 100YR 908.5 / 1 / 1 6 1 1 7 1 ' ) \\ N 5 \ '.� N 1 N 9 - .N 51 LF 18" CMP I - 9 J i I 1 • ; td / r 10 L I 11 • r - - POND 2 NWL 907.8 r�..yp0 .- -„ 1YR 908. i0YR-••008.9 1 2 I 100YR 909,9 / 25 LF 18' RCP 0 0.50% 113" OAP 25 LF 16" RCP TCpkRIE 80 0 0.50% 11�I INV.-907.5 Ji -�.� 2 (2) 30LF 4' DIA POLY TUBING • 0.5% I I I I. I 13 1 I !, 25 LF 18" RCP- ..�~ 2 6 0 ...0. " - s1:LF�I QIU-'_.' -4- ® i% RI1.1-909.7 CBMN 2 INV- 907.38 INV 90724 THE LOCATIONS CF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY CtLLY. THE EXCAVATING CONTRACTOR SHALL DETERNNE THE EXACT LOCATION CF ALL EXISTING UTULTIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES VAIICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 38 LF 8' PVC O 0.40X POND 11 - :JOq.. 1EL 8a .1 j,lt5t Op7i'4 ,D966 PROP..I - -.- li : NV:s898 -9i -_ 19 IN VII NOTES: 1. ALL WATERMAN SHALL BE DUC18E WON, CLASS 52, PATH 8.0 FOOT MINIMUM COVER. 2. ALL SANITARY SEWER PIPE SHALL BE PVC ASTM 3034 SDR 35 UNLESS OTHERWISE INDICATED. 1 WATER SERVICES SHALL BE 1' TYPE K COPPER. 4. SANITARY SERVICES AND CLEANOUTS SHALL BE 4' PVC SCHEDULE 40. PAOKRIT MN *RAM UNE SARTAIN SEW 198 LEGEND 101 NANO TYPICAL SERVICE DETAIL, NO SEINE EXISTING STORM SEWER PROPOSED STORM SEWER DRAINAGE & UTILTY EASEMENT LIMIT gyp- Sr PROPERTY UNE r• • TOP OF CIU ELEV - 909.47 EX. 819 .sue.. 1NV "997.95 14' SEE BE 16' 8911 • NAY 60' PROPERTY UNE H 16' 14' T.V. L; 0 TEL. O ()GAS 0 ELEC. COMMON TRENCH 3:1 (SW O T.V. 0 cos 0 O TEL 0 ELEC. 1 STORM I SAN. I W.N. t 2s' 1'I O 10' I 10' I gl TEL O ILS_L J GAS ELEC. I CURB I 36" 8015: MINIMUM R/W CROSSING DEPTH 30 ". URBAN STREET UTILITY LOCATION NO SCALE 25 50 100 NORTH 200 5. CONTRACTOR SHALL KEEP ALL CONSTRUCTION WITHIN THE SITE PLAT RIGHT OF WAY AN0 DESIGNATED AREAS. THE BUILDING PADS ARE NOT TO BE DISTURBED . 6. REGRADE ALL DISTURBED AREAS TO ORIGINAL GRADING PLAN. •L 18i 181 A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTIUTIES 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 LINO 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 PUBUC 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. B. 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 UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES 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 ENGINEER 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 NEA 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 UTILITY 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 UMBS, THE BROKEN LIMBS 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 WILL BE MADE. A PRELIMINARY TREE PROTECTION PLAN IS ATTACHED. r CENE D MAY 2 4 2001 CITY OF l_ii'ZO LAKES Revisions No. Dote 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 laws of the State of Minnesota. Name Date Registration Number Jeff Elliott 5/23/01 19174 Scale SHOWN Designed 12,..E Drown JHB Date 5/23/01 Checked Approved Engineering • Planning • Surveying 15050 23rd Avenue North • HJmptth, Yionesoto • 55447 phone 763/476 -6010 • lox 763/476 -8532 E -14o17' mlroOtaa,com Client Land Holding Group White Bear Lake, MN Project 121h Avenue and Holly Drive Lino takes, MN Sheet Title Preliminary Utility Plan Sheet 4/7 Revision MFRS FILE NO : 13306