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121/4 <br /> TYPICAL CROSS SECTIONS METAL MARKERS ELLIOTT ROAD <br /> ' SCALE Ill ( l\ � `�°No IND FN E YEAR SHEillET T TA <br /> ly�j t l Station TYPE Spacing L.oc. Quan. 2190 N-111 fi o lase a s <br /> % r1171777177771 64+94 to 66.59 (GUIDE) 55 I Rt 4 <br /> �. rM1zzLz4z4zffz1 <br /> f5 _ 67+48 ( N ) - 16'RtCI6Lt2 CORRUGATED METAL PIPE <br /> Co sf. A-!©ff.EL UA?N�' _ RlIrD"8 20,l '+ <br /> 69+,2i7 ( ) - 16 Rt.�l6 Lt.2 - 12' x 149a. <br /> 1I 70+50 ( ) - 161t. I Station Location In Flow Eli L.F. <br /> For Cut Sections For Fol Sections ulw dr, l i cu pe 71+13 to 721-39 ( ) 63' Ifi'Lt 3 71+00 X-Dr. 71.9' 42' <br /> 5' S ' 6' 14' 14' 3' t3' v+Y � 73+52 ( - 161t. 1 92+90 X ar - 52' _ <br /> A.C. Lister oirl a/T+'L AC.or.-4VAISi9.0.. 75+46 ( ) - 121t. I 75+46 + <br /> 7I+00 (CI VERT) - 25'Rt. I 93 21 26;Lt. - 60' <br /> 0.17"l 28 Asphalt C¢ncra�ta €- - ` 93*21 26 Rt. - 60, <br /> (CLEARANCE) - 12 Rt. I 92 79 25 Rt - <br /> Conform to 0 G. over 0.50'#2;8'.A"t�egcltz Sass- S L 77+61 ( ) -T 12'Lt. I T to► <br /> Foto 1. . 17 <br /> • •' a ee oe • oep <br /> e o . e e e o oop,VV.4P ENTRANCE TAPER <br /> eKN <br /> zir �� y CONCRETE REMOVAL WITH 6 ' OF 8�� OUTLET PIPE <br /> A.C.DIKE' DETAIL <br /> id, <br /> grads ;` �. seoisl�a OTrBRFlOW DRIAGB SI DISPOSAL Station Location Quan. <br /> `' o c I ao 5Ya All to SXa dYol d" 5W JVW rb J*�foM <br /> ��o Sts to Sts. Structure Location 71+50 16'Rt. 1 <br /> Use super slsvatlons as directed by Err�irtssr I-.y 73+50 •16Lt 1 <br /> ' RESURFACING - cont.Abutment Footing Lt 1;Rt. <br /> 1.5 1.5 SECTI , <br /> _ _ TYPICAL 1-� <br /> SECTIONAI SCALE I" = 100' +� 77+75 t3ridgs Curb f Bailing Lt SRt Toto1 2 <br /> 0.21. �T 78#40 81#00 Retaining Wail Lt <br /> Sto. 66+00 to .Sto. 78 +00 73+97 75+19 will Well 1.1.80 <br /> A.C. GUTTER Sta. 85+00 to Sto. 96+00 fi' 5' M DROP INLET <br /> Sta. to Sta. I WITH CONCRETE COVER <br /> a 66+00 ddtf' 9" ar• PUBLIC ROAD CONNECTIONS <br /> Scale: I"• 2' <br /> - $ 81 RESURFACING Stzstian Location. . flow EI. Side hiy�h': Quan. <br /> Sta. 85+00 to Sta. 93+00i TYPICAL DRIVEWAY CoN1'm '71eOD 2011. "7410' 9' I <br /> R/w , $ Sta to Sta Rood Tons A.C.'. Tons A.B. <br /> Cav�s>' RM �-- elli 93.21 Church St. . . 42 118 Total <br /> 12' 4' 14' 14' 4' T' 5' 9615 Sims=tivr .,12688 3! 8 <br /> •1 62+00 63+80 Overflow Ilk - <br /> dgs 6S. <br /> 64+87 �+00 �ldeeurfoca Only 40 - <br /> CATCH BASIN., <br /> I 2;2*00 23+61 iAbKelumnERivtr � - <br /> 27+08 28+68 - Rtsurrcu 0* <br /> 53 <br /> 0.17'+ 28' Asphalt' Concrefm �,' .•__ `.. - <br /> ovsr 0-50'x2 A0;ly4gotc Base . CONFORMfi Total 286 205 Station Locatian,..'Cxrote EI. Pips El.,, Quan. <br /> I -TYPICAL FIELD , <br /> .�Ca�st CONFORM - 92+90 27 Lt f 01.30 99.54 1 <br /> o ENTRANCE PRIVATE DRIVEWAYS 92+90 25 RL 101.20' 9949' I <br /> 6 - 0.08'AC. over 0.33'A.$. 9:3+62 26 Lt' ..141:40' 99.60' 1 <br /> • Conform 93+52 26 Rt 101.40' 99.60' <br /> CHURCH STREET Station Lavation width Toilet 4 <br /> ° ° Ver• , r 71+40 <br /> Lt 30' <br /> 0 0 oeo 0 opo•o,o eoo •0 0 osOe oo o o oo• 0000 00 0 00 000e o0 000 0 ' <br /> sale 20 A. C. SPILLWAY . ' a GUTTER <br /> ° 85#15 Rt: 15' <br /> ditch grads ditch grade "I 35' 86+50 Lt. 14' <br /> t° 90+70 Lt 15' Station TYPELocation L:F. S.Y. <br /> 91+75 Lt 12' 6'64)0 (SPILLWAY) 15'Lt. 13' 8 <br /> STYPICAL ECTION B 94+7I AIte7 Lt & Rt 20' 67#00 ( „ ); WLt 13' 8 <br /> 15 <br /> Sto. 79+ 00 to Sto. 82t 00 67*00 ( ) 111 13 8 <br /> " Canrttrvctiin Total 8 66+00 to 71+00(dttr" 201t 500' 176 <br /> R/W �.'l I RAW Total 200 <br /> FIELD ' ENTRANCES <br /> METAL BEAMI _.BRIDGE RAIL <br /> +" Penetration Treatment over 0.33''/li.B. <br /> Co�ist. S , <br /> Station Location Width <br /> 1 so' To Station Jo._Stotion Location LF <br /> 16' 14' 14' 16' a con 72#15 Lt. 30' <br /> 72+50 Rt. 15' 74*9? . 77+59.7 Rt. 262L6 <br /> 0.17'eY8' Asphalt' Concrete; 72+T0 Rt 15' 75+47.2 78+09,7 Lt. 262-6e <br /> 1 0.30'1 Ag9vicoe Bose j T9+PO Ri. 12' TotoI ^ 525'O" <br /> 15, <br /> � 1 STATE HIGHWAY 84#90o a�• 30' <br /> REMOVE SI ' RELOCATE <br /> aye 2% NO. 12 8188 <br /> Ver . o o.oe. e.o a . . e . .. . . p e0eepe ee.0e Yoc IRRIGATION CLEANOUT <br /> ' 3: Total 6 <br /> oZ. (Install Siiide 7Oot4). <br /> S'oti°n 14`�'an -- R4166°t <br /> INTERSECTION DETAILS <br /> PLACE A.C. DIKES 71 +65 1I'Rt. 32' Rt. <br /> I SCALE 1" = 50' <br /> TYPICAL Sta. to Sto. location L.F <br /> LEGEND CLEARING 81' GRUBBING <br /> SECTION C 67►00 75+49 15'Rt. 849 <br /> Sto.82+00 to Sto. 84 +00 72+80 7e+49 1511.. 269 <br /> Sta. 66+00 to Sta-96+115 <br /> Ir <br /> 0.17"1 over 0.50' A.B. <br /> STATION TO STATION i4f• /4• Total 111e L.F <br /> Yoe x.?B .4 /l Cbxrrfo ov�+i ,Erishi�9 R000'.e�y Tjpirn/ Dim .Si�>`ion 0.08' A. C. over 0.33' A.B. <br /> 22+00 23+61 rx �x <br /> 27 08 28 58 - ----- ----- -------------- Var. A.C, over Existing Roadway <br /> 62+00 63+ 60 I Penetration Treatment over 0.33'A.B. <br /> 64+87. 66+ 00 RESURFACING =° <br /> coSTRU CT. 1 NO N N 0 TES <br />