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HomeMy WebLinkAboutINT-17LBUILD 6" P.C.C. PAVEMENT (47B) STATION TO STATION SIDE PLAN SQ. YDS. 104. 909 10124'12 901 620 BUILD 6" P.C.C.INTEGRAL CURB(47B) STATION TO STATION SIDE PLAN UN. FT. OP 909 ION+ LK 14'. 901 ,2 10440.9 IV 114-10./ Er. 90 21 •+41»1012'12 1t. II+ 46fi ft, 12412 IL Oa /0 BUILD 8" P.C.C. HEADER (47B) STATION TO STATION SIDE PLAN UN. FT. 11+ 29.19 If. 00 16 12+12 mar. sos 96 10+00 H 1931.536 14 1930.579 11 1929.410 H 1928.047 Pir Moro Wove* 11+00 20' radius .4 28261t 27 21 161'1. 11 1928.259 1611. 14 1929.061 14 1928.732 1— LiLU 1 11 1928.508 H 1927.7911 11 ;1.• II. 1.• rzs 1: vt• 11 L 20 radius I IL. 7 — — — 12+00 WELL HOUSE NO. 25 H 1927.924 192.1).559 13+00 141 - H --Utt! 1927.302 PL .. — future sidewalk 24.99VC24 /26 Oen H 192.931 927.832 11 1924.110 28261'C 11 1928.380 14 1928.713 PL 14 1927.599 27.18fC 26 24.827 " r' H 1922.965 241101t 11 1927374 20' .4- • 4 . • . . 4 —120' radius GRASS LINE 14 1924.639 479 uture sidewalk 14 1924.402 PL —1 14 1923.555 (.4 H 1926.154 H 1927.025 • H 1925.915 0. i• . . • . *.• EX1STIP$E CONC. . •• '• •4 2.• • , • • Z, • • . .4 • . :d.. • . • ZS • ' 4 H 1926.231 el> NORTH SCALE: 1" = 20' H 1922.172 H 1922492 H 1921.844 H 1921.842 REMOVE HEADER STATION SIDE UN. FT. II+ 215,8 oo ADJUST VALVE TO GRADE STATION SIDE EACH 1+90 tr. ADJUST MANHOLE TO GRADE STATION SIDE EACH 78B a CITY OF HASTINGS, ENGINEERING DEPT. C'D Prrini mei & LW /ML WITI5ECIIGN Proj. No. Description INISCION COMMON Design By LIP. grr. '96 Drawn BY EJ.p. Approved BY Drn. NO. 1 of 1 *8 • 1/111 5fl & lP#W AW., fii. IN NW CCa VOXIMATLY 180 avic YKS25 Of EXAVNION ve 0141% cfrP octr MEV, 1929.0 VaVr:t2 FROM Ilt Ca15413004 Of 1115 eXCE55 • . ............. ................ ..... .0 ........ XCAVAI1ON WU- PEIW PIVERCY O Ite MY or WalNa5. HAIL 511t 94,44. Ve =Dint, Prat MOWER. ................................. ...... .......... ........................ ; ........... e SCALE: HOR1Z.: 11 20' t.'71 • , 1 1 i;; z 1932 VERT.: 1" = 2' .............. .................. 1930 . ....... . ," FXISTING GRADES ............ If) N 1928 ..... ...... ....... N N ........ ........ ............... cc>re) „ . .......... .. co ............... cst cst ..................... .. ... ... „ ............. . . ... . e • ..... 1926 ............... ......... 1 , ................ ........ ..... + ... ............. . 1 • .. ......................... ........... . ..• ............................ e I . e n • + ^ ^ ....... ...... .......... ....... ...i... ....... ........... ............ 9. ................... ; ........... ........................................................... - "1 A! ye` ....... a .... ......... ................. PROPOSED.GRADES „....,.....„,...... ... ... ................................ ...................... j- ............................. • 444.4, 44.4,441 ••••••••••••••• • • .••••••0•••••••• ••••••••• • . MT, ..... • xx......... ......... 44 ... ..... , „ 1/1 ... ............ C ................ ...... . • 1 0 +-0 ¥90911 -4--0 0 ........................ .. • * .......... 4. 61 • .. ........................ 1-2.+Dp÷-12_ +00 IIIM11111111111111111111111111111111111111.111111111111111, PI...ATE 1 -SINGLE PF70ILE- ruii OCIT NOITIONAL rotkiiHriFiitorT A. ......... ... 4-18.713 +-DO .11MWR.1.•