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V VL. a V LVV 1 IIVII VV • VV 1 11 VIIL.V 111 V IV11V1111V 1 11(1 IIVI VVTVLIVVV I 1 1 VT/ VV <br />C Striping and Signs <br />19. Thermoplastic STD white solid 6" 0.60 NM 319 ()M,A0 Aloao 0 <br />20. Turn arrows 8 EA 100 , g0 $ 00. on <br />21. RPM amber /amber 106 EA 5-00 <br />22. RPM colorless /red 7 EA 5.00 3S .nn <br />23. R2 -1 24" x 30" speed limit sign 3 EA co 9 pp on <br />24. R3 -5R Right turn lane sign 1 EA 30o.00 3 DO . on <br />25. R3 -5L Left turn lane sign 1 EA 3QQ,c� 3 O O. o0 <br />26.6° Double yellow .60 GM 1j, 000.x, 3 Te)r)n . an <br />27. Pavement message (ONLY) 2 EA 10°1.0 , 00 of 40 , 0o <br />28. R3 -71- Left lane must turn left 2 EA SO.00 S DO , p� <br />29. W1 -1 a (R) Right turn and speed 1 EA Aso. 0 C2 S O , pp <br />30. W1 -1 a (L) Left turn and speed 1 EA 041 Sp , o p _ a 5 0 , 00 <br />31. 10'- 30' Skip white line .30 GM Lk f a nn_. nn ,90 O . n n <br />1 D Drainage <br />32, Ditch Bottom Inlet Type "P" T- 6' 1 EA <br />(Altemate A) , 3 ,000 .00 3 ,, 000.0 <br />33. Curb inlet (6) Type "P" 3'- 6' 8 EA S�onll.00 4 0 o� <br />34.15" Yard drain by ADS 5 EA , '1 X0.00 g So D , 00 <br />35.15" HDPE pipe 486 LF X0.00 -��f 190.0 <br />n <br />36. 15" RCP 48 LF `1 O .pp 3.''3 Cc .,n <br />37. 18" RCP 385 LF S0.00 -A!Q ''S.00-00 <br />38,24" RCP 1,091 LF qC -0Q <br />39. Clean existing drainage well and core 1 LS <br />existing structure -1 500. an 1 "!Inn . 00 <br />40. Sodding (St. Augustine) 3350 SY 6 `( Sn.� <br />1 CIVIL SUBTOTAL $ 16 6 64,100 <br />Final Version 6/07 00300 -3 3-4197 <br />Addendum 2 <br />