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SACRAMENTO ROAD T2 N R 6 E MD B p M RONo NO. IAD INDEX FILE YEAR SHEET SE H T T ( , l 01-189 11-18 V I S-151 1 19571 4 1 9 Sec 4 Y rn Clearing -v Grubbing Finishing Roadway t Station 0+40 to StoVon 452+29 Station 0+40 to Station 452+29 Q• Q` Jr s 1 1 k 1 1 R/W _ _; _ R/r✓ N 41°4540 E 920.46 Construction /W i +; r N41°45 40 E 2405.94 i o Property Fence Remove A. C. Pavement a� - ---- - - ------ --- - -- ------35 ----- -- rk ----------- - ---- 40 --' -------- ---- ------------ ----- -- -- - - - -- - --45----- ----- 50 - - ----- ---------------- --- - ----- -- - gp---------- -- ----- ---------- o--- ----- ------------------ ;---------- ------------- ----- ---- -------- --------------------- ---- -------------- -- -------- ----- -------- - - - -- -------- ---- , ---- to Sta. L.F Type Location Station to Station Q � Gas Meter �1 i' �1 St0 I + e � R/W 14+50 Bridge 24+50 33+57 907 C Rt. 26+50 36+50 R1W5.0% +\ Q +\+ I *\ a.. 59+67 61+00 133 C Lt. 39+50 40+50 i Full Su er 3' /• fi Construction e WW Transition \ '\ 83+60' 88+00 440 B Lt. 46+00 47+00 O = 41005'40' 88+40' 90+15 175 A Lt, 53+00 66+50 R = 2455.70' Transition Transition o 90+15 93+06 291 C Lt. 80*00 92+00 0 _ 20 20' `n T= 920.461 °) �o + ti Q ,�' 97+50 104+00 r' � C = 1723.8o, N' L = 1761. 31 � h h h V) \ 0 Public Rood Connect to ns Wh 0. 21 P. M. S. over 0.5 U. B. Sta. Tons U. B. Tons PM. S. Remove P C. C. Structure 22+99 196 87 Station Object Location 57+ 19 21 9 23+50 Bridge Lt. 88+09 131 58 61+75 Headwall Rt. v Lt. Sco/a /_ /00 154+24 70 31 87+75 Deck, Curter Pkr Rt 193+90 140 62 88+50 Box Culvert Rt. I BM 13 BM 12 BM 11 ° BM 10 _: _ _ .. ._t_ .._ _ _. .._ ... . i... .. _ _ 234+50 70 31 193*46 H eod wa I I Ria Lt Fd. P.R. Spike m T. P Rt. p - - Set Ship tce in IP Rt Set Ship Spike in TP Rt - i - Set Ship Spike in TP Rt: ip � ip P W Sta.33 84.4 Elev. 18.88 Sta.36+18.5 E1ev 18.77 i Sta41+67.7 Eley 19.36 r s Sta.47.355 Ela 20.99 t i 252+50 140 62 194+40 Headwa l l Rt r Lt. _ E € 305+31 140 62 253+45 Head woII Lt. 3 � i 1 � F t � � � � q � 318+50 70 31 � . 340+02 70 31 262 - µ._ . . 358+19 140 62 I r_ 4 ' 4 +5 f I o 140 62 _ _. _.... 25 25 1 1 1 � f - _ to48 70 31 � 1 y _ + 18'• x 16 a. C.M.P. Culvert 24 , 1 . I i 24 439+80 70 31 _. _. . _.... . ._. , _ .. _..__. . _., _. _ _ . _ _ . __.... - __ _.,. _ _ _ _ _ _... ..,,. . __._., ; .._,___. . _____..� __ _.. -_� _ _ _ -� _ Station LF. Location Remark 144 t E 3 88 140 62 24+50 40' Lt. S-Dr. FI o E I � g 23 448+ _..._ ____.._._ _. .. .. •�'' _ . -__,_ ._.._ _.._ _..__ E 09 40 62 4 S o I of t _ _ `'� C ' vel 452+29 70 31 24+75 28 LL S- Dr. 22 22 Dr. pp fit+' st3 • � _. � ! � 63 50 55 X -t 21 I c © MIS' i 21 88+10 44 Lt. S Dr. Flapgate _. _.._ - _ .1_ I r 253.45 10 Lt Extend Exist X-Dr. 600 ;.ICC. 20 2 R ! i I ! 3 1 ¢ ' e v r > . ! i p 12% 19 I I_ _ i - + y 19 16 ga. C.M.P Culvert I _. _. 4 TYPICAL S to. L. FLocation RemarksTYPICAL 193+46 10 Lt. Extend Exist. X-Dr. , 17 _ TYPICAL TYPICAL TYPICAL TYPICAL 17 194+40 10 Lt. Extend Exist. X-Dr SECTION B i SECTION D B SECTION D 8 SECTION A . __ Is 16 - i 1 15 `r— Rt9 U. ;- _ i c i ; _ ' 15 oa10 g„ c re s t P ( Double Strength) 14 e E 1 1 ; f , e a 1 , 14 Sta. L.F Location Remarks i i 3 6 Lt Extend Exist X-Dr 446+73 6' Rt. Extend Exist.X-Dr. __. RET TOTALS 3'7 t,1 EXCAVATION 74 21 14 27 32 23 9 19 19 1J EMBANKMENT 306 174 98 68 60 88 . 120 w.. t. Y 236 % �`c 352 ` 208 Y +7+1} y G 0 N S T R U C T 10 N NOTES 30 1 2 3 4 5 6 7 8 9 40 1 2 3 4 5 6 7 8 9 50