2013-006 Council Resolution - Laserfiche WebLink

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GENERAL STREET CONSTRUCTION NOTES: THE FOLLOWING STANDARD PLATES APPROVED BY TE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY TO THIS PROJECT. 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 18. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE ARRANGE FOR THE RELOCATION OF ANY CONFLICT TM THE CURRENT FIELD MANUAL PROPOSED CONSTRUCTION. THE LOCATIONS. DEPTH. AND 19. THE CONTRACTOR SHALL USE SPECIAL CONSTRUCTION METHODS SUCH AS TRENCH DESCRIPTION OF EXISTING UTILITIES SHOWN WERE COMPILED BOX CONSTRUCTION AND /OR BACK - CASTING, TO MINIMIZE THE WIDTH OF EXCAVATION FROM AVAILABLE RECORDS AND /OR FIELD SURVEYS. THE DURING SANITARY SEWER, WATERMAIN AND STORM SEWER CONSTRUCTION TO STAY ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE WITHIN THE RIGHT -OF -WAY AND TEMPORARY EASEMENTS. THESE METHODS SHALL BE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL INCIDENTAL TO THE PROJECT. UTILITIES MAY EXIST 'WITHIN THE WORK AREA. 2. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING GENERAL SANITARY SEWER NOTES: UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. 1. ALL SANITARY SEWER MANHOLE CASTINGS IN THE ROADWAY AREA THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY SHALL BE ADJUSTED TO MATCH THE FINISH BITUMINOUS GRADE. DAMAGED UTILITIES USING MATERIAL AND METHODS APPROVED ADJUSTMENT SHALL INCLUDE REMOVING THE EXISTING CASTING. THE BY THE 0001)1 OWNER. NO SERVCE INTERRUPTIONS SHALL BE COMPLETE REPLACEMENT OF ALL ADJUSTING RINGS AND FURNISHING PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY AND INSTALLING AN EXTERIOR CHIMNEY SEAL. CASTING ASSEMBLIES PROVIDER. SHALL BE REPLACED AS DIRECTED BY THE ENGINEER, AND SHALL 3. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO BE PAID FOR SEPARATELY. COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDING SUCH INCIDENTALS A5 MAY BE NECESSARY GENERAL WATERMAIN NOTES: TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS, 1. EXISTING WATER LOCATIONS SHOWN ARE APPROXIMATE. APPUCABLE AGENCY REQUIREMENTS. AND OTHER WORK AS NECESSARY FIELD VERIFY ALL EXISTING LOCATIONS PRIOR TO THE START TO PROVIDE A COMPLETE PROJECT. OF EXCAVATION. GENERAL STORM SEWER NOTES: 4. CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. 1. ADJUST CATCH BASIN SHALL INCLUDE REMOVING THE EXISTING CASTING, THE COMPLETE REPLACEMENT OF ALL ADJUSTING RINGS 5. IT IS 100 CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE IN ACCORDANCE '46TH STANDARD PLATE 4006. AND ALL AND VERIFY ALL EXISTING CONDITIONS BEFORE THE START OF ADDITIONAL ADJUSTMENTS, MATERIAL, LABOR. ETC. REWIRED TO WORN. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD COMPLETELY RESET THE CATCH BASIN CASTING. CASTING MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS ASSEMBLIES SHALL BE REPLACED AS DIRECTED BY THE ENGINEER, MN /DOT STANDARD PLATES PLATE NO. DESCRIPTION 3000 L REINFORCED CONCRETE PIPE 3006 5 GASKET C P1140 GASKET JOINT FOR R. C PIPE i! 6p 3100 G APRON FOR ED CONCRETE PIPE 4010 H CONCRETE SHORT CONE 6 ADJUSTING RING 1011E PRECAST CONCRETE BASE 4020 J MANH OLE OR CATCH BASIN COVER K 4 1 8 2 IT 4022 A MANHOLE OR CATCH BASIN COVER (aft. x 2fk OPENING) 4101 D RING CASTING FOR MA KLE OR CATCH BASIN (A. 700 -7) 4110 F COVER CASTING FOR MANHOLE 4140 D SPECIAL GRATE CASTINGS FOR CATCH BASIN 4143 E STOOL GRATE t CONCRETE FRAME 4180 J MANHOLE OR CATCH 28518 STEP 7036 G PEDESTRIAN CURB RAMP PERPENDICULAR DESIGN' 7038 A DETECTABLE WARNING SURFACE TRUNCATED DOES GL dB$Bg :ill F5Yx AWC ii 1 € _�i 95 Y o E 7100 H CONCRETE CURB AND GUTTERS 8000 I STANDARD BARRICADE 9102 D TURF ESTABLISHMENT AREAS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND /OR SHOWN AND PAID FOR SEPARATELY. SEE CITY OF LINO LAKES STANDARD DETAIL PLATES. THE ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY EXIST 2. WHERE INDICATED, STORM SEWER MANHOLE CASTINGS IN THE ROADWAY UNTIL REPORTING TO SHALL THE PROJECT ENGINEER FOR WORK RIFICATION➢ CASTING ADJUSTMENT SHALL OINCLUDE EMOVINICHTHE EXISTING GRADE. OR CORRECTION. CASTING. THE COMPLETE REPLACEMENT OF ALL ADJUSTING RINGS AND 6. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL CLEAN FURNISHING AND INSTALLING AN EXTERIOR CHIMNEY SEAL. CASTING UP THE PROJECT AREA AND LEAVE IT IN A NEAT AND SECURED ASSEMBLIES AND CHIMNEY SEALS SHALL BE PAID FOR SEPARATELY. MANNER. UPON COMPLETION, THE CONTRACTOR SHALL LEAVE THE 3. ALL r PERFORATED DRAIN PIPE SHALL BE CONNECTED INTO THE PROJECT AREA FREE a DEBRIS AND UNUSED MATERIAL BACK OF ADJACENT CATCH BASIN STRUCTURES. CONNECTING THE PERFORATED DRAIN PIPE SHALL BE INCLUDED IN THE COST OF 6" 7. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PE PIPE GRAN PROTECT THE REMAINING CONCRETE CURBS AND SIDEWALKS. REFERENCE SPECIFICATIONS 8. CURB REMOVALS SHALL BE TO THE NEAREST JOINT, WHERE ALL CONSTRUCTION SHALL BE ACCOMPLISHED IN ACCORDANCE WARRANTED, THE CURB SHALL BE SAWCUT TO MINIMIZE WITH APPUCABLE SECTIONS OF THE MOST CURRENT EDITIONS DISRUPTION OF ADJACENT CURB. TI115 SHALL BE CONSIDERED OF THE FOLLOWING: INCIDENTAL TO ASSOCIATED CURB REMOVAL. NO CURB SHALL BE CUT WHEN THE REMAINING SECTION IS LESS THAN FIVE 1. PROJECT SPECIFICATIONS. FEET (5') LONG. 2. THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD 9. THE CONTRACTOR SHALL DEVELOP AND SUBMIT A STAGING PLAN SPECIFICATIONS FOR CONSTRUCTION. TO THE ENGINEER FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL CONTAIN OPERATIONS TO THE STAGING AREA AS IDENTIFIED IN THE PLANS. THE CONTRACTOR SHALL HAVE NO MORE THAN HALF THE PROJECT AREA 115TURBE0 AT ONE TIME. BITUMINOUS BASE COURSE SHALL BE CONSTRUCTED WITHIN ONE WEEK OF COMPLETION OF SUBSURFACE WORK. OTTER LAKE ROAD IMPROVEMENTS STREET & UTILITY CONSTRUCTION LINO LAKES, MINNESOTA 10. TRAFFIC IN THE PROJECT AREA SHALL BE MAINTAINED AT ALL TIMES. LOCAL STREETS MAY NOT BE CLOSED WITHOUT WRITTEN APPROVAL FROM THE OWNER OR THE OWNER5'S REPRESENTATIVE. NO STREET SHALL BE CLOSED OVERNIGHT. 11. TOP OF THE GRADING GRADE IS DEFINED AS THE BOTTOM OF THE SELECT GRANULAR BORROW. 12. GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.281. 13. TEST ROLLING OF THE SUBGRADE WILL BE 800018E0 14. WHERE CONNECTING TO IN -PLACE ROADWAYS AT THE TERMINI OF PROPOSED NEW CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE IN -PLACE SURFACING, THEN AT A 1(V): 20(14) TAPER TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION. 15. WHERE SUBCUT5 RUN INTO DRIVEWAYS OR LOCAL ROADS, CUT VERTICALLY TO THE BOTTOM OF THE INPLACE SURFACING OR TO 114E BOTTOM OF THE TA ER SURFACING THE BO0109 0- THWHICHEVER RECOMMENDED SU GRADET EXCAVATION. 16. USE TACK COAT BETWEEN ALL BITUMINOUS LAYERS AND PRIOR TO PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.05 GAL/50 YD BETWEEN BITUMINOUS LAYERS AND 0.07 TO 0.10 GAL/SQ YD ON CONCRETE OR MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. UTILITY COMPANY CONTACTS THE FOLLOWING LIST SHOWS THE CONTACT PERSONS AT THE UTILITY COMPANIES INVOLVED IN THIS PROJECT UTILITIES CITY OF LINO LAKES CONNEXUS ENERGY DOUG CAVAN CENTERPOINT ANDREW BALGOBIN PUBLIC WORKS DEPARTMENT 14601 RAMSEY BOULEVARD ENERGY PO BOX 1165 1189 RAIN STREET RAMSEY, MN 55303 700 WEST LINDEN AVENUE LINO LAKES, MN 55014 PH763 -323 -2710 MINNEAPOLIS, MN 55440 651- 982 -2440 CELL.763- 286 -1139 PH, 612- 321 -5426 EMAIL :DOUG.CABAKBCONNEXUSEERGY.COM FAX. 612- 321 -5480 ACCESS MIKE DA1LE CENTURY GIN( GAIL SERRICK XCEL ENERGY SEAN WALKER COMNJNICATION SOUS CI HSHI*4 55446 NORTH SUITE 1 (EAST SIZE) 390 ➢COMMERCE IIRIVE ELECTRIC I ATE T COLUARI NS E TECH FPH.71663 -14545 -9998 PH. 651-714-'540 PH. 6E51 -7A799 -3114 5 eMAIL.MDAHLENACCESS- COMM.NET EMAIL .GAIL.SHERRICK*ENTURYLINK.CUR COMCAST KEITH GESINGER ACES PETE OVENS XLEL ENERGY SCOTT E WIDMER �ppD E CABLE ROSEVILLEI NN 5555 1 11 33 1E NORTH EEAGAN, MN 55122IXRIVE WS yHITE ABEAR LAKE NN 55110 -493 -5535 PH. 651-602-4535 PIO 651- 779 -3506 0E11.651 -755 -2477 CELL. 651 - 755 -1102 EMAIL ,SCDTT.A.VIDMERBXCELENERGY.COM °g •PH.651 •E • `s A 4 R , yp 2 ' is I 17. TEMPORARY EROSION CONTROL - TEMPORARY EROSION CONTROL DEVICES AND THEIR SUGGESTED LOCATIONS HAVE BEEN SHOWN IN THE PLANS ALONG TAM PAY ITEMS FOR THEIR USE. THIS DOES NOT HOWEVER RELIEVE THE A CONTRACTOR THAT HIS RESPONSIBILITIES 0. CONDUCT HIS CONSTRUCTION CONTON I A MANNER THAT WILL CONTROL EROSION. RESPONSIBILITY CONDUC HIONS CONTROLLING EROSION AND MAINTENANCE OF EROSION CONTROL AS SET IN MN /DOT SPECIFICATIONS 1717, 1803, 2101, 2105, 2573, 2575, AND IS AMENDED BY THE SPECIAL PROVISIONS. CONSTRUCTION NOTES S.A.P. 210 -114 -001 OTTER LAKE ROAD SHEET 5 OF 28 SHEETS • • •