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<br />^on! d ) <br />n <br /> 5-11-)l <br /> A-21-]5 <br />nt, BRIDLE <br /> 12-1142 <br /> ]-23-68 <br />5 7-1A-IS <br />S I-zX-75 <br /> <br /> (2 SHEETS) 7-1-]5 <br />:T OUR ET <br /> 7-)1-TS <br /> 8'T/-]J <br /> e-]O-PJ <br /> B-z9.72 <br /> 1-)-]5 <br /> ]-2]-6B <br /> 3-194A <br /> A-28-15 <br /> (2 SHEETS) 8-]9-II <br /> (i SHEETS) 7-31-]S <br /> O SHEETS) II-22-)1 <br /> (z sxFE r53 to-za42 <br /> 11-1]-]1 <br /> 11-243 <br /> 11-P-69 <br /> b-16-TI <br />] SIGNS (2 SXFCi$) 5-2-IJ <br />:OY (2 SXf ETS) 9-5-69 <br /> (2 S4EFT5) 1-21-15 <br /> I1-Ib-11 <br /> 11-16-]1 <br /> 11-1I-/1 <br /> Y-12-]J <br />\°LILLrG OE91[ES li-A-N <br />/ / <br />I:/ ! <br />(.' h <br />I <br />~.t' ~ <br />V /,•./ <br />T' ' ~ . <br />~~ <br />OLORAOO RF D2C-2(6) ,j <br />Rev Sfd Lbfeb ~ B-27-75, RL M <br />GENERAL NOTES <br /> <br />i0R PPEIINIMpRY PIAn QYAX/1TIE5 OF BIIU XIn0U5 FATERIALS. THE fOLL0YIX4 RATEE OF <br />APPLICATION 4ERE USED: <br />PRIME [0 XT N[ ]0 X p. TO 6AL3. PFR Sp. TD. <br />TACK [OAT (pILUTEO EBQI. ASPx. (([53-1) P O.IO GALS. PEA Sp. Y0. <br />OILUIiO EXULSIFIEp ASPHALT FOR LAC[ COAL SNALI CONSIST OF ONE <br />PART fHULS if LEO ASPX ALi AND ONF PART YATER. <br />PATES Oi APPLICATION SHALL BE AS D[TER XInED BY THE ENGIxEEP AT <br />1NE TIME OF APPL ICAiIOX. <br />YATER SXALL BE VSFO AS A OUST PALLIATIVE YNERE PEOUIRFD. LOCATIONS SHALL BE AS <br />ORDERED. <br />AMT LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEE DIX6 LAYER PLACED TNFRC ON <br />SHALL BE COMPLETED FULL YIOTN BEFORE SUCCEf01X6 LRTE9 l5 PLACED. <br />THE fOLL041X6 SHALL BE fURnISNEO YITN EACH BI IUXIn0U5 PAYFP. <br />A S[I TTPE DEVICE Ai LEAST 30 FEET IN LEN61N An0 A SNORT S[f OR SHOE. <br />ROAD APIROA[xE5 YXICx REQUIRE BE IUxIF0U5 PAVEMENT SXALL BE PRIMED ANO A 2' MINI NUN <br />iXi[[XESS Oi P.\YEMExI PLAC50 AS FOLLOY3: <br />ADPROACXES SxALL IE PAYED TO TXF PIQxT OF YAY LIRE, OR AS pIRF[i[O. <br />THE FORCE ACCOUNT ITEM. 'CLEARING OF BUILDING SITES, ETC..- SN ALL INCLUDE RExOVAL <br />OF ALL fCUY0Ail0A5. vEllS, BULL OInLS AW QTHF9 ApPUAT[AAXCES ROT REMOVED BT iXF <br />p'JnEP. AND ANT nECE35ART BA[[FlLlin6 OF CELLARS, CESSPOOLS, YELLS, fi[. TO PPOYIOE <br />MEAT POAOSIOE [On01TfOn5. Ii IS FSi1NATE0 ixAT TxiS ITEM APPLIES AT THE fOLL041N6 <br />LOCATI OXS: (EASTBOUND STA iI0A1X6) STA. 104A• TO IBS9A Rt.: IB]6• LT, <br />OEPTX OF NOISTUPF-DFNSITT CONTROL FOA THIS PROJECT SXALL BE A5 iDll0Y3: <br />LULL DEPTH OF pLl ENBAN[xEMTS. <br />BASE OF LUIS Anp FILLS 6 IX(XES. <br />FULL OFPTX Of CXBANRXfXi SECTIONS USED i0R DITCHES AND CX AXNEL CHANGES. <br />FI[AVATIDN REOUTAEO FOR DBXpACTIOX OF BASES OF CUTS AND FILLS YILI BE COMSIOERED <br />AS SUBSIDIARY TO Tx AT OPCRAIIDR AnD VILI XOT XE PA10 FOR SEPARATELY. <br />THE MINIMUM iXICSXE55 OF TOPSOIL SHALL BE A INCHES. Ii IS ESTIMpiED e2er Cu. ros. <br />YILL BE REpVIREO An0 YIIL XE OBTAInEp LROM VIiNIN THE X.O.V. <br />[ARIH SLOPES SHALL BE DISCED OR ROUGHEN ED BI OTXER APPROVED METXODS FOR MULL XINO <br />OR EROSIOn P0.0TECTIOn. <br />6UAR0 POSTS, DEIINEPf095, R.0.4. NAR[EAS AND SI4V5, YILL BE PEMOYEO BY STATE FORCES. <br />IT IS [SiINAiEO TXAT e,000 NOUPS Oi FLAGGING TOR CONTRpLIINL TRAIFIC YILL BE REOVIREO <br />i0R 1X15 PROJ ECi. <br />[OnCRETE PIPE JOINT TASTE HERS AS SHOYM1 OX X STAYDAAD ARE 0.EQUIPEO On: <br />ALL COMCREiF CULVERT INSTALI4IIDNS EICLUDIMQ SIOE DRAINS. <br />iLE[IBLC CONDUITS ON THIS PROJECT VITX HELICAL CORRUGATIONS, JOINED BY DIMPL EO <br />COXYECTIXG BA.'1 D5, SNALI USE 0. SEALING COMPOUND OR GASKET YITN THE COXNEC TIXG BAAD. <br />CLASS 'A}• CONCRETE YILL BE PEPNIL]ED OX THIS PROJECT IX LIEU OF CLA55 'A-, <br />CLA55 'B'. CLASS 'D', OR CLA55 -P-. <br />SEEDING, FERLIIIZlx6 41TN CONXEA[IPL FERTILIZER. AND NUl[HIM16 i0R APPPO[INAT :LT IfiS <br />ACRES YILL tC REQUIRED VITNM RILNT OF YA1 LIMITS ON ALL AREPS NOi SU PiACEO. TXE <br />iD1L041nG TPES An0 Rp TES SHALL BE USED: <br /> PCRGEx! PERCENT RAT[ <br />CDNFON XAXE BDTANIEAL XA NE PUPIIT 4ERNIXATION PIS/ACRE <br />YESTERn YxEATGRA55 ALROP}POX SNITXI 05 JO 5 <br />IN iERXEDIATE YXEATGRA55 AGPOPYR Q.N IN iERxED1UN 90 RS 5 <br />RUSSIAN VIL09YF fLINU9 JUN[EUS yD B9 5 <br />NXIiF DUICN ClOYEP iRIFOLIUM AFPENS 9B 90 ] <br />STRFpXSAX[ YNEA143A55 ALROPYROn RIPARIVN 90 BS 10 <br /> IOLAL PLS/ACHE SCE O IN6 2g <br /> • NITROGEx (A YAllpolE) SD LBS. PER ACI'E <br /> 9 VPER PHOSPTALE 250 LBS. PFR ACI:E <br />XAiER1Al <br />NAT XUICHIMG 1-1/1 TOMS PFR AU E <br />1NF FORCE A[COVXT ITEM -EROSIO.Y CONTROL' YIIL DE SNOYN AS A LU XP SUN IICN. 'XE <br />fXL ^IffR NILI FSipbL154 ARIAS Oi CONTROL DUR 1115 COYSIR UC LION A.YD HILL BE RCSI OXSI BLF <br />FOR EINAL ALCCP ^YT E. <br />4ROUIED PUBBLE SLOPE AYD DIICN PAVIfIL SXALL BE USED AI ENTRANCE TO TYPE -C- INLETS. <br />TX I[[xESS TO BC U5F0 SPALL BC B INCITE S. PLAC( Ai OINENLIOXi SN DYx ON SIAM104 R <br />M 601-0A, LAYDUC OF IbLEI Ix MEDIAN OILCH. <br />4ROVTEO RU9BLE SLOPE An0 DITCH PAV 1114 SNALI BE II INCHES TxiC[. . <br />I <br />Tr IS ES II HAiEO iXAI 1,000 [U. TpS. OF UXCI. ESCAV. YILI BE REQVIRED FOR ODES SING <br />SLOPES In ixE NFUTAHP A$ Ql]]f [fEq <br />OIVIyION pROJ. NO. <br />1~ <br />I I'L <br />r <br />'. <br />L. <br />~= <br />I: <br />I '1- <br />I '(: <br />I <br />i <br />1. <br />I; <br />!:~ <br />~. <br />;( <br />l <br />'6 <br />~( <br />5. <br />i~. <br />