09.02 - Pequot Boulevard Improvements

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CONSTRUCTION NOTES TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL GENERAL CONSTRUCTION NOTES 1.TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN 6.ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4"OF TOPSOIL 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO .� THE TABULATIONS AND PLAN SHEETS ARE FOR SUGGESTED AND THE APPROPRIATE SEED MIXTURE AND MULCH AS SHOWN ON THE CONSTRUCTION AND NOTIFY OWNER OF ANY DIFFERENCES BETWEEN p LOCATIONS.THE ENGINEER,DURING THE TIME OF CONSTRUCTION, PLAN SHEETS. THE FIELD AND PLAN. ^cX MAY ADJUST THESE LOCATIONS TO BEST SUIT THE PROJECT g CONDITIONS.THIS DOES NOT HOWEVER,RELIEVE THE CONTRACTOR 7.ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES MUST BE 2.UNLESS OTHERWISE NOTED,ALL MATERIALS,CONSTRUCTION S OF THEIR RESPONSIBILITIES AS SET FORTH IN THE MNDOT REMOVED BY THE CONTRACTOR WHEN FINAL TURF COVER HAS BEEN TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED.OF THE SPECIFICATIONS AND NPDES STORM WATER PERMIT FOR ESTABLISHED AND ACCEPTABLE TO THE CITY.AREAS DISTURBED AS A "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND CONSTRUCTION ACTIVITY. RESULT OF THE REMOVAL PROCESS SHALL BE RESEED AND MULCHED BACKFILUSURFACE RESTORATION,WATERMAIN AND SERVICE LINE x (h WITH THE APPROPRIATE SEED MIXTURE AND MULCH MATERIAL,NO INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" 2.ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE ADDITIONAL PAYMENT FOR RE-SEEDING AS A RESULT OF THE AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA W IN PLACE PRIOR TO BEGINNING ANY CONSTRICTION ON THE PROJECT. REMOVAL ACTIVITIES WILL BE MADE. AND THE"STANDARD SPECIFICATIONS FOR CONSTRUCTION AS F EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MONITORED PUBLISHED BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION AND MAINTAINED BY THE CONTRACTOR UNTIL FINAL TURF COVER HAS 10.THE ENGINEER AND CONTRACTOR SHALL DETERMINE THE USE AND 2016 ED.THE CONTRACTOR SHALL REQUIRE ALL PROCEDURES AS t�y BEEN ESTABLISHED AND ACCEPTED BY THE CITY. PLACEMENT OF TEMPORARY SEEDING BASED ON FIELD CONDITIONS OUTLINED BY THE LOCAL AGENCY. Z AND CONSTRUCTION PHASING. 3.ALL EXPOSED SOIL AREAS THAT ARE NOT ACTIVELY BEING WORKED 3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT PERMISSIOWPERMITS FOR ALL WORK LOCATED OUTSIDE OF THE COVER WITHIN THE FOLLOWING TIME FRAME: UTILITIES MUNICIPAL RIGHT-OF-WAY AND PROPERTY LIMITS. TYPE OF SLOPE TIME 1.THE ENGINEER HAS MADE AN ATTEMPT TO SHOW ALL PUBLIC UTILITIES `! ALL SLOPES 14 DAYS WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT.PUBLIC 4.THE CONTRACTOR SHALL VERIFY ALL EXISTING INVERT LOCATIONS AND ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION. 8 UTILITIES SHOWN ON THIS PLAN WERE DRAWN USING FIELD SURVEY 4.SEDIMENT TRACKED ONTO STREETS OFF OF THE PROJECT SITE SHALL 4 BE REMOVED WITHIN 24-HOURS USING A STREET SWEEPER WITH A INFORMATION AND MAPS PROVIDED TO THE ENGINEER BY THE UTILITY REMOVALS AND DISPOSALS COMPANIES AS A RESULT A GOPHER STATE ONE CALL DESIGN PICKUP BROOM. LOCATE REQUEST.IT IS THE CONTRACTORS RESPONSIBILITY TO 1.ALL REMOVED PAVEMENT,STRUCTURES,ETC.(UNLESS SPECIFICALLY VERIFY THESE LOCATIONS PRIOR TO BIDDING AND CONSTRUCTING THE NOTED IN THE PLANS)SHALL BECOME THE PROPERTY OF THE 3 8 5.DRAINAGE STRUCTURES SHALL BE PROTECTED WITH THE TO THE EXTENT CONTRACTOR AND SHALL EITHER BE RECYCLED ' E PROJECT. S APPROPRIATE INLET PROTECTION DEVICE DURING ALL PHASES OF ALLOWED OR DISPOSED OF IN ACCORDANCE WITH THE APPLICABLE CONSTRUCTION.SEDIMENT ENTERING THE STORM SEWER SYSTEM 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION SPECIFICATIONS AND LOCAL REGULATIONS. BI: AS A RESULT OF STORM WATER RUNOFF OR CONSTRUCTION ACTIVITY LOCATES AND SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AT6#� SHALL BE REMOVED BY THE CONTRACTOR AS SOON AS POSSIBLE. LEAST 48-HOURS BEFORE CONSTRUCTION. ig3� 3.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY Hill i) UTILITY OWNERS: QUALITY LEVEL D.THIS QUALITY LEVEL WAS DETERMINED ACCORDING t TO THE GUIDELINES OF CI/ASCE 38-.2,ENTITLED"STANDARD WATER a SEWER- GUIDELINES FOR THE COLLECTION AND DEPICTION FO EXISTING CITY OF PEQUOT LAKES 218a2D-2125 SUBSURFACE UTILITY DATA". ELECTRICAL- MINNESOTA POWER S LIGHT 2185684744 THE FOLLOWING STANDARD PLATES,APPROVED BY THE FEDERAL HIGHWAY BASIS FOR ESTIMATED QUANTITIES CROW YANG COOP 21855e4744 ADMINISTRATION SHALL APPLY ON THIS PROJECT. PLATE NO. DESCRIPTION BITUMINOUS WEARING COURSE COMMUNICATIONS T OSTELECOM 218568-2494 BITUMINOUS MIXTURE 115 L85./SQ.VD.ANCH THICKNESS 3000L REINFORCED CONCRETE PIPE BITUMINOUS MATERIAL FOR TACK COAT 0.05 GAL./SQ.YD. CHARTER COMMUNICATIONS 215821-7672 3008G GASKET JOINT FOR R.C.PIPE 3007E SHEAR REINFORCEMENT FOR PRECAST DRAINAGE STRUCTURES AGGREGATE NATURAL GAS- 4005M MANHOLE OR CATCH BASIN PRECAST-DESIGN F e XCEL ENERGY 800.848-7558 4006L MANHOLE OR CATCH BASIN PRECAST-DESIGN G AGGREGATE BASE-CLASS 5 110 LBS./SQ.YD.ANCH THICKNESS E 401 OH CONCRETE SHORT CONE 8 ADJUSTING RING SECTIONAL CONCRETE) 4011E PRECAST CONCRETE BASE AGGREGATE SURFACING-CLASS 5 110 LBSJSQ.YD.ANCH THICKNESS $ 4101D RING CASTING FOR MANHOLE OR CATCH BASIN UTILITY QUALITY LEVEL DEFINITIONS: 4108F ADJUSTING RINGS FOR CATCH BASINS AND MANHOLES TURF ESTABLISHMENT Utility quality level A:Precise horizontal and 411 OF COVER CASTING FOR MANHOLE 3 vertical location of utilities obtained by the actual ex- 4180J MANHOLE OR CATCH BASIN STEP SEED MIX 25-141 59 LBS/ACRE & posure(or verification of previously exposed and sur- 71 DOH CONCRETE CURB AND GUTTER DESIGN B SEED MIX 25-151 400 LBS/ACRE 6 veyed utilities)and subsequent measurement of sub. 7111J INSTALLATION OF CATCH BASIN CASTINGS COMMERCIAL FERTILIZER,TYPE 122-5-10 1 350 LBS/ACRE a Surface utilities,usually at a specific point Minimally 80001 STANDARD BARRICADES intrusive excavation equipment is typically used to minimize the potential for utility damage.A precise STORM SEIAIER STRUCTURE SCHEDULE O horizontal and vertical location,as well as other utility SEAL x attributes,i3 shown on plan documents.Accuracy is PROPOSED TOP DESNa1 F DESIGN G CASTING ASSEMBLY 12"RCP 72"RC PIPE APRON DRANAGE OQ1 typically set to 15-mm Vertical and to applicable hori- D5.NO STATION LOCATION OUTLET ELEV DRAMS TO STRUCTURE %GRADE NLET ELEV. REMARKS: zontal su OF CASTING STRUCTURE rvey and mapping accuracy as defined or ex- LN.FT. LN.FT. EACH LN.FT. EACH EACH petted by the project engineer. DS 1 2+60 CENTERLINE 126080 724680 1 6.12 B 18 1 OUTLET APRON 280 1245.60 1 2 rm DS 2 4+66 CENTERLINE 1268AS 125430 527 B 225 DS 1 3.88 7246.00 1 2 z l/tf8ty grplHy lave/8:Information Obtained pas 7+63.6 CENTERLINE 126523 126680 SA6 B 208 DS 2 186 1254A0 1 2,3 > through the application nf appropriate surface geo- DS 4 7+778 11'RT 129436 126836 6.t2 A 10 DS 3 1% 1268.00 1 1 O physical methods to determine the existence and a 41 phy ap- D86 7H7.6 142'LT 129480 126880 6.12 A ore OSt 780 1R68A6 7 7 powmate horizontal position of Subsurface utilities. TOTAL SAS 20.63 1 607 7 5 Quality level B data should be reproducible try Surface 0 geophysics at any point of their depiction.This infor- REMARKS w z mation is Surveyed to applicable tolerances defined by z 7.PAY HEIGHT TOP OF CASTING•OUTLET ELEV+0.70'-087' j � r0 the project and reduced onto plan documents. 2.PAY HEIGHT-TOP OF CASTING-OUTLET ELEV+0.70'-0.58' m O vi 1.TYPE 8 CONE SECTION , n mL Utility quality level C:Information obtained by o a surveying and plotting visible above-ground utility fea- tures and by using professional judgment in Correlating CASTING ASSEMBLY SCHEDULE ro O this information to quality level D information. ASSEMBLY CASTING GRATE BOX I EACH N U wa Z UW/ty quality level D:Information derived from A NEENAHR3250.DVSP 1 1 2 existing records Or oral recollections. B 700.7 1 710 1 3 4'O TOTAL 5 :maosuyrrywu"nmxeomsaepv eam+.eo+Y"<�mamamovaa au1...e rkmnr �mm�mmaam.w.e none Wmwnv`rora,rs Iv18