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HomeMy WebLinkAbout146 Street Details56#179 Ground 0,80 4,0% 2f0" vanes 8V" Afulcbed& seeded NU/&-I/SV p8ffi Sodding (Nillyely) Req W in LawnAreas IVII 2,016 110051s)(dHAM Sbn�ue on 220 lbsIsYd HNA 117termedate on 6"ConpctedAggrepte, No, 53 yalf Sod (Nursery) -4 0% 165 I-IsIsyd QCIQA HMA SMA, 3 7022, Surface, 9 5mm 2751bs1sydQC1QA-HNA1 317022 Intermedlaie, 19.0mm 4401bs1syd QC /QA HMA, 31 6422, Base, 19. Omm 3001bs1sydQqQA-HMA,5 76-22, Intermediate, X1.9,01nm l 440 lbslsyd QC /QA HMA, 3, 6422 Base, 19 Omm SUb71a0e Tredlment (Type 1) W10e?7iflg Ito" Remove Fylstinq Etiiffl7g 7771Z(La0e 12CO" Er /sting Thw Lane IVff 70" Centerline B4O„ 7011 Conc. Curb & Guffer ir51160 Mill (I 112"olepffi) & wlt651,OslsydQCIQA-HMA-SMA,.3,70-22 Ifa Resun�?re Sa ce 9,51nm - - - - - - - - - - - - - - - - - - r - 2,0% - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------- -4-4 -- ------------------ - - - - - - - - - - - - L( - Brist. llnderdmin Poe to Remain in Awe ffi N07FPailementM81-klngs8l7dSl7owplow3bleR,71sedPavemel7tM,7,rkln§Sshallbefn3CC01'd,7,7CeWI SetftOnS 808 and 921 of the most recent INDO7-52aadard Spedflraboos a/7dSUpp16Me171a1S TYPICAL 5EC TION FOR WIDENING RIGHT T TURN LANE kA I 'I 2, %V Sole, 14"=1V Geotextiles for M Iell -F� I � 165 lftlsys QC/QA - HMA - SMA,, 3, 70221 Surface, .9 5mm on A660GATE& 2411 275 lbslsys QC /QA - HMA, 31 70221 Intermediate, 19 01nm on 440 lbslsys QC /QA - HMA, 31 61-22, &Z l .19 OMM 0/7 FOR 1INDEROWNS 300 lbsIgs QCIQA -HMA, 5, 7&221 Intermediate, OG 19, Omm on 8" 14" M lbslsys QC /QA -HMA, 31 64-22, Base 19. Omm 6 in. 1,117deldwin, Schedule 35 or.0ouble Walled 3" Topsoil r . .......... Geotewles for ....... Combined Concrete Curb & 6 affer L,nderdlainS Sodding (Nusely) NOTES.• 7aCk Coat to b9p1Wedbe1Wee17 ablHMA Layers Foraddiffonallundel-d1ain details see INDOTStandaredSheet 718-IJNDR-01 0/* 85 ShOW17 on 010H S&tO/7 UNDERD,VIN TRENCH Df 7 AIL SCd1e,'112fl=P-0ff BrIst ThIv Lanes 8V" 2V of/ 8 - - - - - - - - - - - - - - - -=L I651bs1sydQC14QA -HMA -SMAI 31 7022, Surface, 9 5mm 275 lbslsyd QC1QA-HMA,, 3,7022, Intermediate, 19 01W 4401bs1syd QC1i2A-HMA1 31 64-22, Basel 19 Omm 300 lbslsyd QCIQA HMA,5, 76221 Intermediate, 06 19. OMM 440 lbslsyd QC1QA-HMA, 3, 6422, &se, 19 Omm &bgRdo A607ent(rYP8 I) Center line 7 -0/1 Brist 7h1z(L817eS 7" I - - - - -- - - - - - - - -- - - - - - - - - - ---------------- - --- -- Surface Mill (1112 dapffi) & Remove &ist Cow CurbL Resurface w1165 lbslsyd QCIQA HMA &ist Cow Curb NOTE • A7VeM6ntAarhngS d0d5nomplowable Raised favementAa,-kIngs shallbe in accordance Wlffi 5&tons 8088nd.927 of ffie mostrecentINDOTStanof7rdSpxlflcatonf and5agplementals TYPICAL SECTION - MEDIAN FOR LEFT TURN LANE 501& 114" =1' -01/ 0,011 I "R, —� ---1 18" Stl&ble BachfIll Compactedin 4"L& 9 COM91NED CONCRETE CURB AND 5C31e.'112"=1V" 17PE C - HAMIL TON CO. ROW //- Concrete curb (see Dewffilssl7eet) Sawcut&qW --- r- - - - - - - - - _- &10flg ThrU Lane IW, - r - ---------------------- Tt 2'7'R8ff Z-011 kale : 1 /2" =1'-0" 65nbelfifle 8V r 8cO" 614ff Sod(Nursery) Sod (Nursery) -------==-------- = = Remove BrIst Conc. Curb Remove Exist Asphalt Pavement Surface Mill (I 117'depffi) & Resurface wl 165 lftlsyol QC /QA, SMA, 3, 7022, Sun2ue.9.5MM SawwtReqW r TYPICAL SECTION - MEDIAN FOR REMOVAL 62FLEFT TURN LANE Scale,-114"=l V` '� Q NO. � f � �p /�����QNAL�� \\\S�� FOR APPROV ��' HIGHWAY DEPARTMENT VERTICAL SCALE DESIGNATION NO. DESIGNED DRAWN TYPICAL SECTIONS SURVEY BOOK SHEE?S