7.3 SR 07-18-2022 - Laserfiche WebLink

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GENERAL CONSTRUCTION AND SOILS NOTES: 1. STRIP AND REUSE ALL INPLACE TOPSOIL IN AREAS TO BE DISTURBED BY CONSTRUCTION. 2. STREET AND LOT FILL SHALL BE CONSTRUCTED WITH ENGINEERED FILL. ALL EXCAVATION, SOIL CORRECTIONS AND FILL SHALL BE CONSTRUCTED UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER. ENGINEERED FILL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. THE MATERIAL SHALL HAVE A CLASSIFICATION OF GP, SP OR SM (USCS CLASSIFICATIONS) AND MEET ALL CITY REQUIREMENTS. 3. SAWCUT AND MILL WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. 4. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. 5. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.05 GAL/SY TO D.07 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS. S. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58S-28, SPEC. 3151. SHALL BE USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. SPECIFIC PG GRADES ARE SHOWN AT THE END OF THE MIX DESIGNATION NUMBER SHOWN ON THE TYPICAL SECTION. 7. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. e. IF NECESSARY, THE UTILITY COMPANIES WILL RELOCATE THEIR FACILITIES CONCURRENTLY WITH THE CONSTRUCTION OPERATIONS. CONTRACTOR SHALL SCHEDULE CDNSTRUCTION IN CDOPERATION WITH UTILITY RELOCATION. 9. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. iD. ALL STORM SEWER SHALL BE REINFORCED CONCRETE PIPE. 11. CATCH BASIN CASTINGS SHALL MEET THE REQUIREMENTS OF CSP 2507. 12. HYDRANTS SHALL MEET THE REQUIREMENTS OF CSP 3401. 13. PIPE BEDDING SHALL BE PER CSP 3405. 14. ITEM 2112 SUBGRADE PREPARATION WILL ONLY BE MEASURED AND PAID IN AREAS THAT CONCRETE CURB AND GUTTER AND PAVEMENT WILL BE CONSTRUCTED. GRADING SUBGRADE FOR AREAS FOR FUTURE STREETS SHALL BE INCIDENTAL. 15. CONCRETE CURB AND GUTTER THROUGH THE CATCH BASINS WILL BE PAID AS ITEM 2531 CONCRETE CURB & GUTTER DESIGN SPECIAL. 16. CONCRETE CURB AND GUTTER SHALL BE THE 28" SURMOUNTABLE DESIGN SHOWN IN CSP 2000. GENERAL EROSION CONTROL NOTES: 1. PRIOR TO ANY CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL ACQUIRE THE NECESSARY MPCA-NPDES STORMWATER PERMIT. 2. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (RMP'S) PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. 3. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME. 4. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND DOCUMENTED IN THE SWPPP INSPECTION LOG. SWPPP SHALL BE PROVIDED TO THE CITY. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS APPROVED BY THE ENGINEER. G. THE CONTRACTOR SHALL FILE NOTICE OF TERMINATION (NOT) WITH THE MPCA WHEN FINAL STABILIZATION IS APPROVED BY THE ENGINEER. 7. SILT FENCE & BLANKET SHALL BE INSTALLED BEHIND THE CURB DURING CONSTRUCTION BEFORE CLASS 5 AGGREGATE BASE IS CONSTRUCTED. STREET SIGN NOTES: 1. ALL SIGNS SHALL HAVE TYPE XI SHEETING UNLESS NOTED. 2. ALL STREET NAME SIGNS SHALL HAVE 6", SERIES "B" LETTERING AND NUMBERING. 3. MOUNTING BRACKETS SHALL BE E-450 FOURWAY BRACKET OR EQUAL. 4. MOUNTING POSTS SHALL BE 2.5" O.D. BY 10' GALVANIZED TUBE. POSTS SHALL BE IMBEDDED IN A 12" DIAMETER BY 24" DEEP CONCRETE FOOTING. CONCRETE MIX 3Y43 SHALL BE USED FOR FOOTING. S. STREET NAME PLATES SHALL BE SINGLE FACED CONSTRUCTED OF 0.100 ALUMINUM TYPE XI SHEETING. B. STREET SIGNS SHALL BE MOUNTED ON THE SAME POST AS THE STOP SIGN. 7. STREET SIGNS SHALL BE WHITE ON GREEN WITH 9" WIDE BLADES. 8. STOP SIGNS SHALL RE R1-1, WHITE ON RED, 3DX30. ro-aua BURIED FIBER OPTIC CABLE 1- UR BURIED TELEPHONE CABLE G GAS MAIN BURIED ELECTRIC CABLE _ OVERHEAD ELECTRIC CABLE Sub! UTILITY PEDESTAL POWER POLE GUY WIRE 0 LIGHT POLE ' SIGNAL POLE » STORM SEWER ® STORM SEWER MANHOLE ® 0 CATCH BASIN d FES WATERMAIN ® WATERMAIN MANHOLE HYDRANT LATE/BUTTERFLY VALVE W WATER SERVICE > SANITARY SEWER ® SANITARY SEWER MANHOLE .co SANITARY CLEANOUT 0 SEWER SERVICE Eli TRUNCATED DOMES CONCRETE CURB & GUTTER PROPOSED BITUMINOUS PAVEMENT EXISTING BITUMINOUS PAVEMENT CONCRETE PAVEMENT SIGN 0 MAILBOX e2: DETAIL NUMBER -SHEET NUMBER SAWCUT BITUMINOUS OR CDNCRETE DELINEATED WETLAND EXISTING TREELINE --r-�-r-1 0 DOUBLE SILT FENCE a SILT FENCE INLET PROTECTION DEVICE DRAINAGE ARROW CONSTRUCTION ENTRANCE ----900---- EXISTING CONTOUR -900 PROPOSED CONTOUR PROJECT PROPERTY LINE SURROUNDING PROPERTY LINE RIGHT OF WAY LINE EASEMENT LINE BUILDING SETBACK LINE Q� SR1 SOIL BORING CONIFEROUS TREE DECIDUOUS TREE CSP CITY STANDARD PLATE CITY STANDARD PLATES SCHIEDULEA PLATE M. DESCRIPTION SHEET NUMBER 2000 SURMOUNTABLE AND B618 CONCRETE CURB AND GUTTER 3 2005 CATCH BASIN FRAME PLACEMENT SURMOUNTABLE CURB AND GUTTER 3 2009 STANDARD SILT FENCE 3 2010 TYPICAL URBAN RESIDENTIAL STREET SECTION 3 2012 BITUMINOUS TRAIL TYPICAL SECTION 3 2015 ROCK CONSTRUCTION ENTRANCE BUILDING PERMIT 3 2500 SHALLOW CATCH BASIN 3 2502 SLAB TOP MANHOLE 3 2503 CONCRETE PIPE JOINT TIES 4 2504 TRASH GUARD 4 2505 RIP -RAP INSTALLATION 2506 STANDARD MANHOLE CASTING 2507 STANDARD INLET CASTING S 2509 GRATE CASTING 4 2511 CATCH BASIN INLET PROTECTION 4 3400 TYPICAL WATER LAYOUT 4 3401 PACER HYDRANT DETAIL 3402 HYDRANT RESTRAINT DETAIL 3403 TYPICAL SERVICE DETAIL 5 3404 WATERMAIN CROSSING 5 3405 CLASS C PIPE BEDDING 5 4000 STANDARD MANHOLE 5 4007 TYPICAL HOUSE SERVICE 5 4008 SERVICE RISER SECTION 5 ,"ed,`= (aV o a E,iw a7 und., ,ga ;aw= GJJ ra em MCONSTRUCTION NOTES AND PROJECT LEGEND RUM RIVER THE VILLAS AT FILLMORE �1T �_,_v1s7s2 RAIG J. OC uM, P.E." 23461 ��TSE CITY OF ELK RIVER, MINNESOTA s3�s