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4251-3
I I I DRIVEWAY TABLE (RIGHT) ATION (LT) .. .. .... ... 29+0 30+15 36+56 7+47 7 Q 43+,,,., LENGTH ma" i" D ETAI L ING OF A, CH ASPHALT CONCRETE iffrl� vv G 3 GRADED EARTH 02-C, R=8$ 2 ASPHALT CONCRETE 11.5' ASPHALT CONCRETE 8.5' CONCRETE B. C. 128 8.5' CONCRETE 1' GRADED EARTH S.B.C. 128 .......... - - - - - - 4.5' ASPHALT CONCRETE 8.5' GRADED EAR'FFH S.B.C. 128 13.5' GRADED EARTH S.B.C. 128 13.5 GRADED EARTH S.B.C. 128 SPEC. DWG 4 11' CONCRETE S. B. C. 129 1 ASPHALT CONCRETE MODIFIED S.B.C. 129� 1' ASPHALT CONCRETE FIED S.B.C. 1291 �l 2 GRADED EARTH S.B.C. 129 4.5' GRADED EARTH 'FONT. 102-C, R=8`� J 47+55.5 18' ASPHALT CONCRE SPEC. DWG 129B, R=20'1 -9+23 5' GRADED EARTH SPEC. DWG 129B, R=20'' 58+90 4' ASPHAL CONCR �FONT. 102-C, R=8$�� 1 + 4-8 2' GRADED EART' S.B.C. 128 37+69.50 1.5 GRADED EA MODIFIED S.B.C. 129� 13.5' GRADED E S.B.C. 129 64+61 11.5' ASPHALT CO'J S.B.C. 128 2 13.5' CONCRII� S.B.C. 128 42 72 18.5 GRAD RTH ._IED S.B.C. 12 10' GRADED, SPEC. DWG 6 102+46 4.5' GRADEk' EARTH S. B. C. 12 9 103+ EARTH S.B,C. 129 49+87.50 D EARTH S.B.C. 128 +29 GRA' WA211 S.B,C� 128 108+05.50 T CONCRETE SPEC. DWG. 5 108+99.5 71" ED EARTH JIFONT. 102-C, R=8'i 102+97 RETE MODIFIED S.B,C. 28 EARTH ;'MODIFIED S,B.C, 125 EARTH S. B. C. 128 ;RADED EARTH S. B. C. 1 298P R=20'� 109+50.50 �ADED EARTH s S.B.C, 129B, R=20'�� 110+44.50 ED EARTH S.B.C. 129 124+07 HALT CONCRETE S.B.C. 128 ADED EARTH FONT. 1 02-Cp R=8 ADED EARTH S.B.C. 128 EARTH MODIFIED S.B,C. 128 133+32.50 _-ED IT CONCRETE S.B.C. 128 137+47.50 4.5' G Rx ARTH SPECIAL DWG. 6 134+50.50 Ell I _E T H S.B.C, '128 138+04 12 �FONT. 102-C R 8 138+48 5.5' GRADE S. B. C. 128 139+66.50 0.5' GRADE S. B. C. 128 137+24 0.5' GRADEi5i S. B. C. 128 147+96.50 .. . . .......... ASPHALT C' NCRETE B. C. 128 Into= 5.5' GRADE6 RTH ..... ........ B.C. 128 143+80 4.5 GRADED EiRTH FONT. 102-C� R=8'f 145+46 23.5' GRADED S. B. C. 128 5.5' GRADED E S. B. C. 128 . . ....... . . ... ...... ... 13.5' GRADED EA S. B. C. 128 . .. . ..... ..... ... . ......... . 4.5' GRADED E RT S. B. C. 128 152+58.50 2' CONCRETE S. B. C. 128 12' GRADED EARTH ,INONE,GRADED EARTK 158+00.5 8' GRADED EARTH INONE,GRADED EARTH! 158+39 13.5" GRADED EARTH ",'MODIFIED S.B.C. 128, 159+25.50 3.5' GRADED E-ARTw MO DIFIED S.B,C. 12 0+20.50 2-.5-CONCRETE S B.C. 128 12' ASPHALT CONCRETE �,FONT. 102-C, R= 8p 12' ASPHALT CONCR 8.5' GRADED EART S.B.C. 128 162+52 8.5' CONCRETE S.B.C. 128 8.5' CONCRETE S.B.C. 128 13.5' GRADED EARTH S.B.C. 128 8.5 , GRADED EARTH ......................... 5.5' GRADED EARTH .5' GRADED EARTH B.C. 128 ... .. ... .... ..... 3.5' GRADED EARTH B.C. 128 ... .... .. . )ER AVE-' 9p ASPHALT CONCRETE DWG 4 0, LT PER AVE 8 0, L 1 ASPHALT CONCRETE DWG 4 IPER AVE 6' GRADED EARTH SPEC. +03, LT . . .... . . ..... ... 7' ASPHALT CONCRETE 7 ASPHALT CONCRETE EXACT SIZE AND LOCATION OF DRIVEWAY APPROACH TO BE DETERMINED BY ENGINEER. DRIVEWAY TABLE (RIGHT) MODIFIED RESIDENTIAL (S.B.C. 128) Iml LENGTH DETAIL DRAWIN OF APPROAC 17' GRADED EARTH FONT. 102--C 22' GRADED EARTH FONT. 102- - 13.5' GRADED EARTH 20.5' GRADED EARTH MODIFIED 37+69.50 29.5' GRADED EARTH IFIED 13,5' GRADED EARTH DIFIE 42+05 4 EARTH I DWG. 6 14' ASPHALT CONCRETE CIAL DWG. 6 42 72 13.5' ASPHALT CONCRETE ._IED S.B.C. 12 13.5' ASPHALT CONCR DIFIED S.BC. 128 43+64.5 2' CURB/STRAIGHT GRADE CONC.- SPECIAL DWG. 6 CURB/STRAIGHT GRADE CONC.-47' RTI, SPECIAL DWG. 6 49+87.50 MODIFIED S.B.C, 129 56+83 24' GRADED EARTH SPECIAL DWG. 6 57+61 .5 ASPHALT CONCRETE S. B. C. 128 58+63 2' GRADED N T, 10 2 - C, R= 8 102+97 N.5' CONCRETE MODIFIED S.B,C. 28 S. B. C. 128 S. B. C. 128 FONT, 102 -C, R=8' OWN 109+50.50 22' ASPH"''" CRETE FONT. 102-C, R=8� 110+44.50 MODIFIED S.B, 124+07 ........ .... ARTH MODIFIED S.B.C. 128 N40DIFIED S.B.C. 128 -1 He MAN MODIFIED S.B,C. 128 136+ 9.50 CONCRETE MODIFIED S.B,C, 12 137+47.50 GRADED EARTH SPECIAL DWG. 6 GRADED EARTH IAL DWG. 6 138+04 13.5' GRADED EARTH S.B.C� 128 138+48 6' GRADED EARTH SPECIAL DWG. 6 139+66.50 14' ASPHALT CONCRETE SPECIAL DWG, 6 3.5' ASPHALT CONCRETE S.B.C. 128 147+96.50 27' GRADED EARTH S.B.C. 128 21' GRADED EARTH PECIAL DWG. 6 5.0' ASPHALT CONCRETE CIAL DWG. 6 K1 153 48.50 _17- .5' GRADED EARTH SPE 14' CONCRETE 2' GRADED EARTH 5.5' GRADED EARTH 5.5' GRADED EARTH 18.5' GRADED EARTH 13.5' CONCRETE SPECIAL_b_'�FG.`_` 20.5' GRADED EARTH SPECIAL DWG, 0 4+38 15.5' CONCRETE SPECIAL DWG. 6 SPEC. DWG 4 MODIFIED RESIDENTIAL (S.B.C. 128) Iml PLACE (0.25' Thk) ASPHALT CONCRETE TYPE A I - MINOR CONCRETE CLA FINISH. NOT TO SCALE RADII = 20' OR 35' SEE PLAN SHEET ER, kifdARDO SAN _DOVAL"___R'_.'C__.E. 51152 DATE: I W.O. NO, J.L. REF. CHIEF DESIGN ENGINEER dv, DATE DIRECTOR OF PUBLIC WORKS _bA_T_E_ JL 80551 T00891 IF 11 M''w"wo, SCALE SHT. NO, TOT. SHT'S. AS SHOWN 3X 25 0.52$ 0.241 6.5 % PLACE (0.25' Thk) ASPHALT CONCRETE TYPE A I - MINOR CONCRETE CLA FINISH. NOT TO SCALE RADII = 20' OR 35' SEE PLAN SHEET ER, kifdARDO SAN _DOVAL"___R'_.'C__.E. 51152 DATE: I W.O. NO, J.L. REF. CHIEF DESIGN ENGINEER dv, DATE DIRECTOR OF PUBLIC WORKS _bA_T_E_ JL 80551 T00891 IF 11 M''w"wo, SCALE SHT. NO, TOT. SHT'S. AS SHOWN 3X 25