The URL can be used to link to this page

Home My WebLink AboutPD1994-6f a Z t J CL pati NOOK • +50 5+00 +50 6+00 +50 7+00 s � • 1- s a 14TH STREET • • 1345 N. SAUNDERS AVE. 14 TH STREET SCALE I us 201 — REMOVE PIM 14TH STREET +f€M MN MO 1994-6 REMOVE CUR'S INLET DESCRIPTION WEBSTER TO SAUNDERS REMOVE dUN4TION SOX Hashnps City Enpnanny . DSI SY R.JD SATE 5-94 C•rtIIIICIM El Lf DRN M B B A 1M. i� AMULT7 INUL I• 2 of 7 1928 1926 1924 1922 1920 1918 1916 1914 ;1 4+00 4+90 9+00 9+50 A+00 • REMOVAL, QUANTITIES +f€M AMOUNT REMOVE CUR'S INLET 4 EACH REMOVE dUN4TION SOX 1 EACH . 52 Lf REMOVE 12" Q,AY TILE PPE REMOVE 16" RECAP El Lf -REMOVE t4" RCp 332 L F REMOTE PGC PAVEMENT i Q$6 114477 S'F REMOVE &TUMINOUS PAVEMENT • 21033 SY REMOVE CONSAETE WALK 752 SF 1928 1926 19241 1922 1920 1918 1916, 1914 NIGNww VOWS nu PLATE 1 -SINGLE PLAN AMO PROFILE -rues DoT ININTCO w' Y 3 3 r REMOVAL PLANS J Ns gill KI any in t 8 2 m 1' • i l l J 0 0 0 e 0 0 0 Y 0 0 • W H STA -0+5613 , EXISTING J B TOP ELEV-191695 FLOOR ELEV -190930 EXISTING 24" ELEV - 191100 TO BE REMOVE NEW 36"ELEV - 1911 00 STA O+06 20,19 50'LT BUILD CURE INLET (DOR 443- R5) A= 2'-10" X= 4-11" V= 6'-0" TC ELEV 1916 64 FL ELEV 1911 72 STA.0.06 20, IB.50' LT TO 22 00' RT BUILD 41 5 L F OF IB" RCP CLASS MX w STA 12+495,3262' LT 10 1/ B7'RT BUILD 51 5 LF OF 16" R.C.P CLASS EL I4TH STREET STA 12.40.5,32 i2' LT BUILD CURB INLET (DOR-443-R5) A=2' -I0" X:3'-5" Yr. W-0" TC ELEV 1919 B9 FL ELEV 1916 47 PN = BUILD I"= 2V STA -0+5613 , 30' RT, TO -TA O+OF 20, 22' RT BUILD 6233 LF OF 36" RCP CLAoo X 1317 W. I4TH STA 040E 20, 22' RT BUILD CURB INLET (DOR 443-R5) " X = 4'-11" V: 6'.0" TC ELEV 191664 FL ELEV 1911 42 (36" RCP) FL ELEV 1911 42 (IB"RCP) 1313 W I4TH STA 040620,RT TO STA 2.495, RT BUILD 243 3 LF OF 34" RC P CLASS IN EXISTING 12" CLAY TILE STORM SEWER ---r LEAVE IN PLACE 1345 N BRIGGS 51A2.4E5,1EE7'RT BUILD CURB INLET (DOR 443-R5) A=6'-4" X=4' -II" Y-6'-0" TC ELEV 1919 89 FL ELEV 1914 97 (36"RCP) FL ELEV 1916 17 (IB"RCP) 1346 N BRIGGS STA 2.49 5 , RT TO STA 5.15 5, RT BUILD 266 LF OF 36" RC P CLASS MI 1928 1926 1924 1922 1920 1918 1916 1914 -54 -36 0+00 0+50 1,2 1_+0_0_ .[of 2 +28.39 1+50 2+011 MIMWNF FIN(N•L AIN PLATE I -SINGLE PLAN AND PROFILE PULL DOT arartPNINNYIS 1111U S A far 11 7 2+50+5471 1 R+0fl SAL« eomz ` I"= t01 VERT. I"= +3059 R+.rin 4+0.0_ 3-u 1 4444-0 I�, .'attar j1111y,11.11„'v 4+50 STORM SEWER PLAN 1928 1926 19241 1922 1920 1918 1916 1914 1 1 1 ant r • NM 14 TH STREET PAW NO. 1994-6 INEKINITION WEBSTER TO SAUNDERS mstngs OJy Engraving DMN SY R.JD DATE 5-94 CONTRACTOR NM ry 01.113 88 q 77I AMIULTS DMI NO 3 of 7 4444-0 I�, .'attar j1111y,11.11„'v 4+50 STORM SEWER PLAN 1928 1926 19241 1922 1920 1918 1916 1914 1 1 1 ant r • U - O Z i W IL W W f. hhi Z0 v J1 O J XJ1 44 44 X Q J a • s 0 ■ 0 0 0 0 Imo __ STA 5.15 5 RT TO STA 5. 76 LT BUILD 89 LF OF 30" RCP CLASS a STA 5.76 LT BUILD CURB INLET (DOR 443-R5) A:6'-4" X: 41-11" Y=6' -0" TC ELEV 1924 27 FL ELEV 1915 35 STA 5+76 LT TO STA 6.60 LT BUILD 17 LF OF 24" RCP,CLASS III • • EXISTING 12" CLAY TILE STORM SEWER LEA/E IN PLACE STA 2.495 RT TO STA. 5.155RT BUILD 266 L. F OF 36"RCP CLASS ID: STA 5.15 5 RT BUILD 4'c4' JUNCTION BOX (DOR 443-R5) TOP ELEV FL ELEV FL ELEV FL ELEV 1923 55 191650(36"RCP) 191860 (24"R.CP) 1919 CO (30" R.0 P) STA. 5.15 5 TO STA 6.54 RT BUILD 138 5 LF OF 24"RCP CLASS fl STA 6+54 RT gad V6 BUILD CURB "'INLET (DOR 443-R5) A" 2'-10" X:4'-11" Y=8' -O" TC ELEV 1924 21 FL ELEV 1313 23 STA 6+60 LT, BUILD CURB INLET (DOR 443-R5) A: 21-10" X: 3' -II" Y= 6- 0" TC ELEV 1925 89 FL ELEV 1920 87 =Ms BUILD SCALE I"s 20' PPM I4TH STREET MU Na 1994-6 111301,1111111 WEBSTE TO SALN DERS Ha tiffs CO, Engineering a Mt RJ D UTE 5- 94 OI ITNAcnw dM STAMP"( B B ��P Alan MM In 4 Of 7 1928 1926 1924 1922 1920 1918 1916 1914 4+00 4+.5i0 • e ft tit 5+00 4 •Iw cs+ 5+90 +69.6 1E 0 W w 6+00+06 +26 2 1• +n +BO fo • 5CALEr HORIZ rs 20' VERT., I"e 21 i. 1928 1926 1924 1922 1920' 1918 1916 1914 PLATE 1-SINGLEAWN ANO N S4UTF ILE-ruLL ear M R�S STORM SEWER PLAN « n111 NO 01104 10 1403 110111S0d 1 c 0 14I Sidi NO I11I44 10 {MP 11(111ISOI A 1 0 0 a x 0 0 2 rn Z 0 r 8 • BLOCK 2 Blocks 1 and 2, Lowman's Sub., of the City of my of Adams, 1.01 6 TOiN- "'250 06 131 5' z` M a I4TH STREET 1.347'99 s C arty, Hu Joint Tenants and CI nd and s r The West 711/2 feet of the North 102.59 feet of the West 1/2 of Block 12, Lowman's North side Addition, Hastings, Adams County, Nebraska. AI J Bemger and Mary A Bei Husband and Wife as Joi s E th 1,2,59 feet of the West 1/2 of B ock 12, Lowman's North side A•dition, Hastings, Adams Count N braska. The North 74 feet 1/2 of Block 12, Lowman Side Addition, Hastings County, Nebraska. John B Slob and pons E Slote, Husband and Wife as Joint Tenants The South 60 feet of the North 162.59 feet of the West 1/2 of Block 12, Lowman's North Side 8 Addition, Hastings, Adams County, Nebraska. TOTAL $289 32 Charles W Foote ms County, The North 74 feet of th South 222 feet of the East 1/2 of lock 12, Lawman's North ide Addition Hastings, sCounty, Nebraska. Annette M Halsey, a Sin• le Person 1928 1926 1924 1922 1920 PI STs. tI+28.a Pt WWI 1917.50 t/O t 251.37' M.O =.3675. ELE1L=1917.3E EXISTING 8ORIZ. H : fl 20 %/EWE las 21 PROPOSED 4. SURVEY See Other Page = 201 swLE• I,1 •1I 3 0 • 1928 1926 1924 1922 t 2 a k 1• 1920; 1918 1918 1 _ :mss res FF~•• !4 .1110.411.00". INI I1 \ if •.•� 1916 1916' M 1914 141014W ST FCSt,1,IL Al'. int{LT PLATE 1 -SINGLE PLAN rwAND FULL oar ito•11FIT(S IN U S PAVING PLANS 1914 1 t 2 0 111 6 2 s— ( l l o Z< W p..1; i W � 7ClUCl X CC XCC a J c w J u— CD CC a NOTE BOOK 0 See Other Page 96 Blocks 1 and 2, Lowman's Sub., Hastings, Adams County, Nebraska. LOT 6 TOTAL $8,717.54 The School District of the City of Hastings, in the County of Adams, in the State of Nebraska. See Copy attached. 5' CONC. SIDEWALK e58 I4TH STREET 0, ICA lo 66 12.1* 610 • N 0- IC/ 2,t'. St' w • 68.45 68.45' See Other Page Hast Lutheran Church of the Good Shepherd, Inc. Lots 1 and 2, Cha>♦les W. Foote Sub., Hastings, Adams County, Nebraska. i_01 2 11 101,4-x.299 1o1 PL $31 Ronald Buhr and Julia Buhr, Husband and Wife Lot 3, Charles W. Foote Sub., ngs, Adams County, Nebraska. Lois Tei-rAL $353.17 W z w Q cc IsJ 0 z Qcn 0 0 1 AP, tG w pa SCALE: I"= 20' 14TH STREET PID' ND 1994-6 DEEC*PTION WEBSTER TO SAUNDERS rtes City EVAreering OWN ET R.J.D. DATE 5-94 ODIDMACIDN CNN M B. B. MMD N C1�' AMEUV! . MK ND. G of 7 BUILD WANT I•TI€ fl£UI 4MOISPEr .••BtD•e"f!ap:-fAVEMENT •t}?B) 47816A8411 •...BLMlfl 6" INIEGRAt...CURB...() 7•B} ••••BUILD 4" CONC. SIDEWAtt(••(AB)•) 315!I,2* L.F. Ii20i3.fl0.SF. SCALE' 1928 RAME••WkTffi VALVE ..RaSE••MANN&& 3•E#6M ',..EACH HORIZ < I".= 20' i/ERT.T 't"= 2 1928 1926 1926 1924 EXISTING Q PROPOSED c w�• ammenefri 1922 1924 1922 1920 1920 3.. 1918 re 1918 1916 1 0 a '5".". '1914 :a ,r 11 nl +69.6 AV. :3 71 +80 M10MO,AY FE000K .,O *MEET PLATE I -SINGLE PLAN ANO PROFILE u. oor arum POYITEO 11,1 U.*i PAVING PLANS 14TH STREET JOINT LOCATION PLAN SCALE IN= 20' MATCH EXISTING JOINTS ADJUST JOINT PATTERN IN FIELD FOR CURB INLETS MATdH EXISTING LONGITUDINAL JOINTS IN SAUNDERS AVE ADD WWF TO CONTROL �1 CRACKING IN THIS PANEL 0 r 0 in 0 0 n ro r KEYED AND TIED CONST JOINT 8 r O4 14TH STREET P1OJ NO 1994-6 mmmw ION WEBSTER TO SAUNDERS Hastings City Engia rm9 DATE 5-94 9 4 OCIITIUCIOR OMn �Irr RJ CIN K B B Alm 1T ,�4yt%' ASNALTI OM Ito C 7 of 7 C 0 O