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Home My WebLink AboutPD1996-3BUILD 7" PCC PAVEMENT (47B) STATI❑N TO STATION SIDE PLAN SQ. YDS. 0+24 TO 5+00 LT/RT 331 1923 BUILD 6" PCC INTEGRAL CURB (47B) STATION TO STATI❑N SIDE PLAN LIN. FT. 0+24 TO 5+00 LT/RT 301 971 1+21 RT 301 197 BUILD 6" PCC DRIVEWAY (478) STAT I❑N TO STATION SIDE PLAN SQ. YDS. 0+55 ** LT 301 89 1+21 RT 301 197 1+86 LT 301 125 1+96 RT 301 45 2+61 RT 301 22 3+06 RT 301 16 3+61 RT 301 26 4+28 RT 301 26 4+60 RT 301 26 4+65 LT 301 67 * CONSTRUCT TYPE I HANDICAP RAMP ** CONSTRUCT TYPE III HANDICAP RAMP BUILD 4" PCC SIDEWALK (ABX) STATION SIDE PLAN SQ. FT. 0+31 RT 301 68 2+29 RT 301 18 3+36 RT 301 24 3+86 RT 301 24 ADJUST VALVE TO GRADE STATI❑N SIDE EACH 0+30 LT 1 0+44 LT 1 1+65 RT • " 34 REMOVE PAVEMENT STATION SIDE SQ. YDS. 0+24 TO 0+56 LT/RT 152 4+46 CL 1 1+65 RT • " 34 0 2ND STREET ADJUST MANHOLE TO GRADE STATION SIDE EACH 1+85 CL 1 4+46 CL 1 1+65 RT • " 34 REMOVE WALK STATION SIDE SQ. FT. 0+31 RT 68 2+29 RT 8 1+65 RT • " 34 00 1+00 (u cn 2+00 1942.823 3 I H 1941.620 H 1941.917 VSION TRIANGLE OINT co \ti§ l-c'cl JOINT H 1942.962 H 1942.994 1943.E 20 3+00 BUILD 4" SDR 26 PVC SANITARY SEWER SERVICE (includes tap & plug) STATION SIDE LIN. FT. 3+47 LT 35 0+91RT......29. ......... ......... ... 1+65 RT • " 34 INSTALL 1" TYPE K COPPER WATER SERVICE STATION SIDE LIN. FT. 3+47 LT 19 0+91RT......29. ......... ......... ... 1+65 RT • " 34 4+00 CURB STOP & BOX, CORP. FOR 1" WATER SERVICE W/BALL VALVE STATION SIDE EACH 3+47 LT 1 0+91RT......29. ......... ......... ... 1+65 RT • " 34 H 1942.310 'hcm n 1942.051.4- . 89 x 1042.082' PE - 1942.206 x 1942319 1942 5+00 SAW CUT STATION 5IDE LIN. FT. 4+34 TO 5+00 LT 78 0+91RT......29. ......... ......... ... 1+65 RT • " 34 942.096 4 8- 9-42-.2b 1 H 1942 ass; 1942.0 -' .69 TC UP ANC 41.85 TC 40.71 FL " 40.87 FL 41.19 FL 41.35 FL 1942.409 HP 42.17 TC 1943.249-- -1-g43-45-- SAW CUT H 1940.891 6" DIP WATER MAIN 441.51 41.^c7 FL 41.08 CL H 1940.932 41.23 CL 41.39 CL _a 41.55 CL 41.71 CL 41.87 C_ 42.03 CL I � � H 1940.833 H 1941...27.9 CHESTNUT AVE. 4" GAS MAIN ____._ 4787 -IL / /%41.21 IC 41.37 TO 41.85, T 41.6( rL no I C 42.19 CL 42.34 CL s 1 064 0+00 / H 1942.12 JOINT ft" H 1942.190 H 1942.229 / SION TRIANGLE 1H 1942.156 H 1942.112 c ru z 1+00 42.162 "f 1942.71.7 1942.236 611 71943.609 1942.81 1943.0510- 19 2.922 2I NORTH Scale: 1"=20' 0' 151 CHESTNUT GM 20' 4p' 2+00 610' 149 CHESTNUT 139 CHEST. La GM 135 CHEST. NOTE: 3 TREES & 1 STUMP IN FRONT OF 151/149 CHESTNUT WILL BE REMOVED BY CITY BEFORE CONSTRUCTION OF THIS PROJECT. APPROXIMATELY 797 CUBIC YARDS OF EXCAVATION WILL BE DERIVED FROM THE CONSTRUCTION OF THIS PROJECT. EXCESS EXCAVATION SHALL BE PROPERTY OF THE CITY OF HASTINGS. A HAUL SITE SHALL BE DETERMINED BY THE ENGINEER. 3+00 GI' 4+00 NOTE: GAS DEPT. WILL RELOCATE GAS MAIN BEFORE CONSTRUCTION OF THIS PROJECT. 1942.789 5+00 1950 REMOVE ..DRIVEWAY ..... :STATION:::::: S:I:DE :: SQ; : YDS. 0+55 LT . 104.. 0+91RT......29. ......... ......... ... 1+65 RT • " 34 1+86 ::LT:::: 88... 2+61 :::Rr......10.... ...... - ••••3•+07 •• - RT....::5::::: • 4.+64 LT ...... 67. CP 11 := : 1/2". :LP:.: (PROPERLY: PN) 2ND • ST. & CHESTNUT LEV. 1941.65 P #2 = 1/2 REBAR,: NW :COR.: PAULEY - PROP.'FENCEDAREA (PROPERTY PIN) ELEV. 1941:93 SCALE' :HORIZ:: 1" 20' VERT::: 1" .sr. -;5' 1950 T945 Gb EXISTING :`GRADE 4 O rn 00 0 to N 0 M h N h N <r 1945 1940 EXISTING. 12ETURN +0.317% 1940 1935 1935 1930 PROPOSED GRADE d M 0, 1930 lypvuv ay Et -7d DAVID f.: ate- 01171' 01 HASTINGS, ma. wReKER l� ENGINEERING DEFT, oho... 15090 Ivo.. cek 0000.000-r0 is,- - CO • Project I9fOtUll' CHESTNUT AVE. Proj. No. 1996-3 Description 2ND STREET SOUTH 831.25' Design By R.J.D. Drawn By B.B. 0+00 +50 1 +00 +50 2+00 +50 3+00 Dote Contractor 9/96 Approved Drn. No. +50 4+00 +50 5+00 1 of 2 4+00 SAW GUT STATI❑N SIDE LIN. FT. 5+00 TO 7+01 LT 201 8+64.5 LT/RT 301 0 36 7+05 5+00 ADJUST VALVE TO GRADE STATI❑N SIDE EACH 6+97 LT 1 8+64.5 LT/RT 301 0 36 7+05 1942.051 1942. X89 1942 / / 942.096 1943.561 ADJUST MANHOLE TO GRADE STATI❑N SIDE EACH 7+06 CL 1 8+64.5 LT/RT 301 0 36 7+05 1943.415 1942.893 6+00 7+00 BUILD 8" PCC HEADER (478) STATION SIDE PLAN 5+ 0 TO 8+64.5 LIN. FI. 8+64.5 LT/RT 301 0 36 7+05 LT 301 114 5+5 1943.104 1943.237 1943.364 1942.261 1943.249 / T/ WA FA WS.8iiiiflairSte 8 943.-T r 159424834± -2-1943 087 194-34 97 1t 1942.571 1942.724 /77 6D',,ATR. / 7 T SAW CUT -X1942.854 /7 711T U 1942.699 42.62 EL 42.19 CL 1 42.34 CL 42.50 CL 1 .9tS tL 1942.789 NOTE: WATER AND SEWER MAINS WILL BE EXTENDED APPROXIMATELY 150 LF SOUTH OF STA. 7+00 BY HASTINGS UTILITIES WATER DEPT. BEFORE CONSTRUCTION OF THIS PROJECT. SERVICE STUBS WILL ALSO BE SUPPLIED TO THREE LOTS ON SOUTH END OF PROJECT. 4+00 5+00 •i 1943.194 i i C GM J I -4 1042.766 19431 19 942.946 1943.331 19 42.66 CL 1 1943.628 I 42.182 CL 4x.297 i 1943 520 J 42.46 FL 42.98 CL 1 -0 MH 1941.956 1942. 8+00 I ! j I I 11 1942.204 l 1942.15 v MODIFIED 5" CURB EC11ON (SEE DETAIL) 43.14 TC , 43.24 TC 43.34 TC 43.37 TC 4Z ?2 FL 42.82 FL 42.92 FL 1942.975 1942.488 °ANC 4308 CL 43.18 CL 42.62 FL 42.72 FL 42.82 F 42.96 TC 43.12 TC 43.22 TC 43.32 TC 1943.206 1943.165 1942.825 NORTH Scale: 1"=20' l... ,19472.557 1941.521 20' 4D' Bi ' 1941.640 1942.375 1943.340 6+00 7+00 8+00 42.95 FL 0 ANC 43.28 CL 43.31 CL 42.92 FL 42.95 FL 9+00 H 1942 608 H 1943.018 1, 1 1 1 UILD 7" PCC PAVEMENT (47B) STATI N TO STATI❑N SIDE PLAN SQ. YDS. 5+ 0 TO 8+64.5 LT/RT 331 1458 B I D 6" PCC DRIVEWAY (478) STA I SIDE TO STATI❑N SIDE PLAN SQ. YDS. 5+ 0 0 7+05 LT 301 114 5+5 RT 301 26 6+0 4 RT 301 62 BIL 5" PCC MODIFIED CURB (47B) " PCC INTEGRAL CURB (47B) \STATI N TO STATI❑N SIDE PLAN LIN. FT. \ 7+05 0 8+64.5 LT SEE DETAIL 160 +64.5 BUIL " PCC INTEGRAL CURB (47B) STATI❑ 0 STATI❑N SIDE PLAN LIN. FT. +00 T +05 LT 301 205 5+00 T +64.5 RT 301 365 11 REMOVE DRIVEWAY \STAT ❑N 5IDE SQ. YDS• f+ 1 1 _ \ RT 42 1942.9 9+00 H 1942.779 C.P #7 "= '3/4" REBAR :(PROPERTY PIN) _ SW •COR: PAULEY BLD ELEV: 1942.15 SCALE: +iORIZ.: 1 = 20' VERT.: 1" - 5' 1950 1950 1945 co N 1 to Y 0) 0> EXISTING : GRADES 1940 1945 1940 1935 0 t[) N ":r t0 co 0 O a3rei tV N) 10 �r 1 PRQPOSED::G:RADES 1935 1930 1930 5 P C C:: MED I F: I E: D :: C U: R B.. DETAIL NO SCALE o.viiif'olp+ yahoo IU b-8 90•0000.�0 tt0Pdn 9 0 1D'ty� o0oc :21MEL • •tVACXER• • • `° Project CITY OF HASTINGS Jll40.J!S y ENGINEE'RING DEPT. 0 CHESTNUT AVE. Proj. No. 1996-3 Description 2ND STREET SOUTH 831.25' 4+00 5+00 6+00 7+00 8+00 9+00 Design By Date Contractor R.J.D. 9/13/96 Drawn By Approved By y Dm. No. B.B. of 2