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Home My WebLink Aboutpd387• -Lao Et D • A. -__s vsllrwV • --some /warn *ruin 0 -_rtwxola ss' 2 BELLEVUE HILLCREST SUB. BLK. i 14 E NIwAR• .*:.:11,17:01 w.cafwrON MYER'S s•T' IC It ORP: MAI flyp. 1 A P _ ' NA PUTT' a. MELVIN RvrN E. +' RADS •� IAW DNNMIE!E •1 NCE es Il 1 IUC 4 1 -Li .1i it �'r S 3 7 %1Y MIMR/MTIA A raWtta I N IIMVNM M. f MRIVIN p %ASO! 26 M. Tl �. , ._ ,. �� 2 III I WI I � HILLCREST X l! lr ,. it ,( =1 Mit �� a ize .__...Z til • w+ 113* N _ L III?t Z. 12 �,(III J z�11.W _ .�(` •LVOEZiCAYUNDoD -1 lb 11 II 3 4 4.4 10 teucE I o KATE f . - a L w r4 r 141 ..11E 1Z • 7 x • • 1 -4141••• r w ii •6 01 F J C R L k. �" k WAl i= 1I� OW244RAn,aN.4 •t�W4t_ES11�Mtr ft 14. 4 ti 61- � I• r s h F 3 iER1•C/INE snuMAN MILLER t n s, .w 1 a6 1/211 HILLCREST SUB. BLK.2 - - - CIT,' 1 swats M W 14" SrREEr HILL. STREET 13Th STREET • NOTES• 1. ALL CURS CUTS SHALL 6E PAVED WITH 6" CONCRETE ro PROPERTY LINE Z. ALL SEWER A140 WATER SERVICES To SE AIR TAMPED OR HYDRO TAM/EO LENGTH OF DITCH. 3. CONTRACTOR TO NOTIFY UTILITY DEPT. AND TELEPHONE CO. BEFORE STARTING WORK. 4 PLACE HEADER ,TYPE B, AT ENOS OF RETURNS AND 3/4" EXPANSION JOINT AT A MAXIMUM OF 100APART. 5. EXCAVATION INCLUDES : SLOPING ALL TERRACES FROM PROPERTY LINES TO CURB ; RAKING, READY FOR SEEDING ; REMOVAL.. OF ALL HEADERS. 6. ALT. No 1. - 6" PORTLAND CEMENT ALT. N o. 2 - 6" ASPHALT CEMENT (4"BASE - 2" SURFACE ) 7. COMPACTION OF EMBANKMENT SHALL SE CLASS III, TYPE C, IN ACCORDANCE WITH SEC. 23,OF THE STATE OF NEBRASKA 1955, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. S. CONTRACTOR TO FURNISH CYLINDERS AND ALL TEST ALSO REMOVE AND REPLACE ALL MAILBOXES AND SIGNS 9. ALL SEWER AND WATER SERVICES SHALL BE PUT /N BY A LICENCED PLUMBER 10. ALL SURPLUS EARTH MATERIALS FROM MI% PAVING DIST. SHALL SE HAULED AND DEPOSITED AT AREA No. AS DIRECTED BY THE ENGINEER I/. 4" STUB OUTS PROM THE MAIN ARE TO BE LA"ED P40 LESS THAN 1/4" TO THE FOOT PAVING DISTRICT No. 387 HILL STREET - BURLINGTON ro BELLEVUE AVE. OFFICE OF CITY ENGINEER HASTINGS , NEBRASKA City ENgiNe'ER : T. Q. STEWART DESI *NEC, DRAWN DATE : SCALE: I"a 5Y : RE. IHM Sr : RW AMNION 1960 IOD' PROPERTY &LK 1 ADDITION FRONT FEET OWNERS FRONTAGE AssEsswuwr SPECIAL BENIFIT TOTAL LOT 14 I HILLCREST SUS. so E. HOWARD 4' W. CLINTDN MYERS x 419 16 `(ISI 7S IS " " - SO - - - 41 9 16 X 40 00 i. 1030 of 16 17 1 •• •• it " it 'J'O 50 ORPHA MAE DIERFELDT " " - 4(9 16 419 16 )C493-9 88791 18 I •• •• SO A. P. MADGETT 419 Is 44225' Si 41 I9 I •• It 50 MELVIN E. 0 RUTH E. RADS 419 16 ,k 91 45 45061 20 I •• a SO LAWRENCE OUNMIRE 419 16 'A 2912 at •• is a 50 - - 419 16 86744 22 I a •• SO LAWRENCE F 4 LAURETTE J. THEISEN 41916 41'916 23 I " Sb LESTER A. E FAUVETFE G. RUTHERFORD 419 16 V 1782 43698 24 I - - SO HENRIETTA A.4' TAWZER 4 WAYNE 0.4 MELVIN • 419 16 K l8 48 43764 N " D. FADER S. 1/2 25 4' I •• •• * SO Z WI LAMA, E. 4 RUTH LIS UTI 337 49 i S. 1/2 2 G •• •• " • Sb Z " - 357 49 674 90 N I/2 2r 4 I •• • * 50 Z DORR $ CORA M. MAHONEY 64 90 N. 1/2 26 " a •• • So 2 •• •• •• 6490 } 1E9 do N. 1/2 1 4 2 HILLCREST SUB X SO 1 GEORGE A. 4. GERALDINE S. SHUMAN 350 58 744 3t N. 1/2 a •• •• •• X50 z It •• • 350'05 )4 4316 S. In 1 $ 2 " " X 50 2 ARTHUR H. 4 ESTHER F. MILLER 6740 113481 S.1/2 2 a " " X So Z •• - " 67 4 I 3 2 " SO HOWARD R. $ SARA LAY MERRiTT 419 16 » 37 36 4563'2 4 t •• " So FRED A. $ FLORENCE T. MEINKE 41916 7.5686 45-6Ot S 4 E. I/2 6 Z •• - •• - •• SO 26 PAUL J. E THELMA R FIDLER IS " •• 419 16 209 58 628 74 W. 1/2 6 1 2 " •• 25 JAMES T, « HULDA R HEWHIRTER 20956 6681t 7 " .. •• 50 - •• •• 419 16 (39 38 8 t - •• SO BRUCE P. 4 0. KATE CAYWOOD 419 16 9 " - a SO - " - 419 16 46 00 I d64 31 10 t " •• 50 ANDREW * ALMA VIOLET LILIJA 419 16 8133 5'0449 II L . •• SO JOHN 0 SEFRONIA CRITEL 419 16 4(916 It 2 •• •• 50 REENT C. HINRIC;-I5 419 IS 2368 44283 S. 58' 13 2 •• •• 5o L EDMUND W. * GLADIS L BOLI N 45 23 45 23 13 axe S. S8' 2 - SID Z HAROLD V. 4 LOIS M. DEA.HM 373 92 < 3600 411 9t Isom o v 100' 41 18.3E97 " OS 97 14162 2s 85791 11.7120./6 III loo' 0 $ S 0476 804.76 596.94 1100' 41 i 8.38317 = teal SO Itoa942: CIT,' 1 swats M W 14" SrREEr HILL. STREET 13Th STREET • NOTES• 1. ALL CURS CUTS SHALL 6E PAVED WITH 6" CONCRETE ro PROPERTY LINE Z. ALL SEWER A140 WATER SERVICES To SE AIR TAMPED OR HYDRO TAM/EO LENGTH OF DITCH. 3. CONTRACTOR TO NOTIFY UTILITY DEPT. AND TELEPHONE CO. BEFORE STARTING WORK. 4 PLACE HEADER ,TYPE B, AT ENOS OF RETURNS AND 3/4" EXPANSION JOINT AT A MAXIMUM OF 100APART. 5. EXCAVATION INCLUDES : SLOPING ALL TERRACES FROM PROPERTY LINES TO CURB ; RAKING, READY FOR SEEDING ; REMOVAL.. OF ALL HEADERS. 6. ALT. No 1. - 6" PORTLAND CEMENT ALT. N o. 2 - 6" ASPHALT CEMENT (4"BASE - 2" SURFACE ) 7. COMPACTION OF EMBANKMENT SHALL SE CLASS III, TYPE C, IN ACCORDANCE WITH SEC. 23,OF THE STATE OF NEBRASKA 1955, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. S. CONTRACTOR TO FURNISH CYLINDERS AND ALL TEST ALSO REMOVE AND REPLACE ALL MAILBOXES AND SIGNS 9. ALL SEWER AND WATER SERVICES SHALL BE PUT /N BY A LICENCED PLUMBER 10. ALL SURPLUS EARTH MATERIALS FROM MI% PAVING DIST. SHALL SE HAULED AND DEPOSITED AT AREA No. AS DIRECTED BY THE ENGINEER I/. 4" STUB OUTS PROM THE MAIN ARE TO BE LA"ED P40 LESS THAN 1/4" TO THE FOOT PAVING DISTRICT No. 387 HILL STREET - BURLINGTON ro BELLEVUE AVE. OFFICE OF CITY ENGINEER HASTINGS , NEBRASKA City ENgiNe'ER : T. Q. STEWART DESI *NEC, DRAWN DATE : SCALE: I"a 5Y : RE. IHM Sr : RW AMNION 1960 IOD'