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GENERAL CONSTRUCTION AND SOILS NOTES: I. STOP ALL LAMP,NPLACE TOPSOIL IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS STANDARD PLATES SLOPE DRESSING.IN AREAS Or PARKING LOT.SIDEWALK AND BUILDING CONSTRUCTON,THE .... -- - DUSTING CONTOUR I EXPOSED SAND SHALL BE SURFACE COMPACTED TO AT LEAST TOON Or THE STANDARD PROPERTY LAME THESE STANDARD PLATES AS APPROVED 8Y IRE F HWA SHALL APPLY PROCTOR MAXIMUM DRY DENSITY,A5TM 0666,IN AT LEAST ENE UPPER 3 FEET. DIOPERTY WAY LINE ,F>LAtE MO. ()E SGRP'ANN i. UNLESS ONSTR CTED OF SUITABLE GR DI RI THESE PLANS,THE GRADING B SPLACEOE SHALL BE GAS EWE EASEMENT i 3600. REINFORCFDCONCRFTF PIPES SwF.TTI LOOSERUCT[,AND SUITABLE GRADING MATERIAL THE FILL SHALL BC PLACED IN TRY TO 10" ''-'" LOOSE URS.AND COMPACTED TO 100%Or THE STANDARD PROCTOR YAXpA1M DRY W -- pCUNEATED WETLAND 30060 GASKET FOR R PIPE ti SHEFT5; — DENSITY. -- — - — DRAINAGE AND UTILITY CASEMENT i 300JD SHEAR REINFL1RCEME VT FOR PRECAST MANAGE STRUCTURES}, SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST Or ALL SONS __. ._ _ ____. TEMPORARY CUL-DE-SAC EASEMENT 31410 CONC.RFTE PIPE TES ENCOUNTERED UNSTABLE PATH THE MERTON OF TOPSOL,SILT,DEBRIS,ORGANIC MATERIAL AND UNDERGROUND GAS LINE OTHER UNSTABLE MATERIAL. , 3145r COHERE TE SHORT CONE AND AD,N 31 E MOAT;SECTIONAL CONCRETE 4. WHEN PLACING NEW PAVEMENT ADJACENT TO REPLACE PAVEMENT CUT VERTICALLY TO THE . - BOTTOM Or INPLACE SURFACING OR TOP OF GRADING SUBORADE,WHICHEVER IS DEEPER,AT LYISTING CONCRETE CURB t CUTTER 1 dm IE PRECAST C(XN(ARETE RASE A I(V):2(H)TO THE BOTTOM OF EXCAVATION. - EXISTING STORM SEWER aU20. MARHOL E OR CA ICH BASIN COVER 5. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO'NPIACE PAVEMENT AND EXISTING SANITARY SEWER J� .. rOH USE Void OR VVII•05I TRAFFIC LLMA'S)(2 SHEETS) AT TEIMNI OF CONSTRUCTION TO ENSURE A UNROOF JOINT. aA 46 DIN PRECAST SHALLOW DEPT.CATCH BASIN DESIGN SO 4. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE . - EMITTING NAT6RMAIN gp26A 666666E TE ENCASED CONCRETE AO U5'INL'+RNGS PROPERTY OF ENE CONTRACTOR AND SHALL RE DISPOSED Or IN ACCORDANCE WITH Mn/DOT __'.'_____,._._._..__._ EXISTING WATER VALVE 410:0 I RING CASTING FOR MANHOLE OR CATCH BASIN SPEC.3104.3. (TOR ALL _ T. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES.THE BITUMINOUS TACK COAT MATERAL 7. EXISTING CATCH BASH Ri,- DOVER CASTING FOR MANHOLE JSE IN L 1RAFFkG AREAS) SHALL BE APPLIED AT A UNIPORY RATE Or 0.04 GAL/ST TO OA%GAL/SY BETWEEN EYIStING STORM SEWER IEANIRDLE CPSTNC.NO.TTS AND TIE ____�� BRUNNOUS LAYERS..THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS(AS SUPPLIED AIRDJ MANHOLE OR CATCH BASIN STEP FROM THE REFINERY)OR MC AND RC LORD ASPHALTS.THE ASPHALT EMULSION MAY BE EXISTING SANITARY SEWER MANHOLE I- - 1,.,_ '-'-- - FURRIER DILUTED IN THE FIELD N ACCORDANCE WITS SPEC.2337. i 71646 CONCRETE CURS AND GUTTER(DESIGN 8 AND DESIGN V) R. PERTORMANCE GRADED(PG)ASPHALT BINDER PG 5B-26,SPEC.3151 MODIFIED,SHALL BE EXISTING HYDRANT /1114 AISTALL ATTOR OF CATCH BASIN CASTINGS(CONCRETE CURB b GUTTER, USED FOR ALL BITUMINOUS MIXES ON ENS PROJECT.SPEC.3731 MODIFIED IS INCLUDED N 9015 PROPOSED CONTOUR TECHNICAL MEMORANDUM E0.02-06-■R-01.SPECIFIC PG GRADES SHALL NE STATED IN —AA---»_,� PROPOSED.STORY SEWER SPECIAL PROVISIONS AND AT THE END M INC MIX DESIGNATION NUMBER SHOWN ON THE TYPICAL SECTION. —V > PROPOSED SANITARY SEWER 9. THE BITUMINOUS MIXTURES SMALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND _I , — PROPOSED WATERMAIN BASIS OF ESTIMATED QUANTITIES 3139. AGGREGATE BASE CLASS 5 I 100 R7s!YO'IIR GENERAL EROSION CONTROL NOTES: PROPOSED CATCH BASIN 1. EROSION CONTROL SHALL CONFORM TO THE Mn/DOT(BOSON CONTROL HANDBOOK, © PROPOSED SANITARY SEWER NAEHOIE NON%NEARING BITUMINOUS COURSE MIXTURE I 110 MiLnihn 2.. PRIOR TO ANT CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL ACOUIRC THE NECESSARY ''WEARING COURSE BITUMINOUS MIXTURE Ij 1 tO bsfy0200 MPCA NPDES STORMWATER PERMIT. PROPOSED STORM SEWER MANHOLE —__.__-.-._.-- ----.z— (� BITUMINOUS MATERIAL FOR TACK COAT I 0.05 901/01 3 THE CONTRACTOR SHALL L ACTIVITIES.EROSION AND SEDIMENT CONTROL rCOUTHE(BRA'S)PRIOR 'Or PROPOSED HYDRANT TYPE i.COMMERCIAL FERTILIZER I 300 IARIRGrR TO GRADING AND REMOVAL NDTIVITIES.&HAO SEALS M MAINTAINED COP THE DURATION OF CONSTRUCTION R SHALL AND ULEEHIS FOR EROSION MAO PASSED. D'O PROPOSED WATER VALVE A ARE CAT AIR GI SHALL SCHEDULE HIS OPERATION TO YINIY17[THE AMOUNT GF DISTURBED AREA AT ANY GIVEN tIY[. °-----°--"----"- PROPOSED CONCRETE CURB R GUTTER S. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR.AND RE DOCUMENTED AND INSPECTION LOG. • • • • SILT FENCE PER b. AU.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN vaN".w.�vxoN I.5" TYPE SP 9.5 WEARING COURSE MIXTURE(SPW'EA2AO8) THIRTY(30)DAYS ARER FINAL SITE STABIUEATION. DRAINAGE ARROW T.S� TYPE SP 12.5 NON WEARING COURSE MIXTURE(5PNWB2JOB) 7. THE CONTRACTOR SHALL FILE A NOTICE Or TERMINATION WITH THE MPCA AFTER FINAL 6 CLASS 5 AGGREGATE PAST SIABIU2ATICN HAS NUN APPROVED. '.-DETAIL NUMBER 'B'VVICA'Ba'aXwY7-•—PLACED ON APPROVED SUBGRADE �-SHCCTNVYBFR 0 LIGHT DUTY PARKING LOT SECTION 2 _ _ 2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B) `°P'"`"`>`" iAUUOIW 2"'TYPE 5P 12.5 NON WEARING COURSE MIXTURE(SPNWB23O13) H'CLASS 5 AGGREGATE BASE. owASPO%PO*IT PLACED ON APPROVED SUBGRADC f'©HEAVY DUTY PARKING LOT SECTION 2 I i a T i eY..TINT N .MS Wert•R•T rb+ rw w, R9PR 6,MEt DATE REVISION •y 4•., sr ain.f I AMT A Hakanson Anderson CONSTRUCTION NOTES. TYPICAL SECTIONS, 2 yr ;',^,�i^N „t,e'(YF+ P � aIT ER61n..R and LaNC s .ro., AIORRELL ENTERPRISE OVERSIZE AND PROJECT LEGEND p 6t �� J 'fir I homey II 1. L i '•, p'w AMT 3601 Thurston Are. Anoka Anderson 55393 Sq yp�, ��,�_ r, 761-427 HOIIW0 FAX 763-127-0530 URAIR 7 Dow 3/6/15•'""'r�'EN`��ue.NR.23461-, �CJJ w+N.NPRenson-Rneman.cRm CITY OF ELK RIVER, MINNESOTA • 3674.01