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Home My WebLink AboutPD1999-4BUILD 8" P C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 0+62 - 5+00 331 LT & RT 1,876.00 0+62 - 5+00 301 RT 438.0 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 0+62 - 5+00 301 LT 425.0 0+62 - 5+00 301 RT 438.0 BUILD 8" P.C.C. DRIVEWAY 47B Station to Station Plan Side Sq. Yards 3+57.6 - 4+45.58 331 RT 60.0 3+58.37 - 4+25.40 331 LT 46.0 BUILD CONCRETE HEADER 47B Station to Station Side Lin. Ft. 0+80 TO 1+20 LT 38 0+62 BUILD HEADER WI TOEWALL LT/RT 18 (SEE DETAIL) ADJUST MANHOLE TO GRADE Station Side Distance 1+00 CL 0 3+62 CL 0 8" DIA. CONCRETE RIP RAP Station Side Distance 0+26 TO 0+62 RT/LT 18 STA. 0+62 1 " TIE BAR 12" 0.C. CONCRETE PAVEMENT a■Ii -CONCRETE HEADER/ TOEWALL 1/2" REINFORCING STEEL 24" 0.C. 0+60 1+00 2+00 3+00 4+00 5+00 STA. 0+62 BEGIN PROJECT •ln/" 90 1904.59 1904 09 Ci 1904 09 O x x x Ngt 904.25 1904.30 1904.35 x 4 < ✓e .9.9. 903.15 1904.20 x _904.151es 1904 so S x 7K. 190+2N 1904.31 F 0F 0✓ 13( 0 194.2'5 1904.31 1904 44 TC = 1904.85 L = 1904.35 :r c x f1E�68' PV.0 ANI TART 1J EWER MAIN AND MH o <<` x Sob 1904 09 ( :904. 1e9 1904.20 1904.25 1904.31 FL = 1904.35 1904.59 I --9.0-4.65 96-, $$4.70 190 -4..7 -.a -G-1 1 TC 1904 05 _6 A \\,76, x 6u 1e9 e c` <9.9 00 9 x�� \\,'.0,6. 69 V HEADER/ TOEWALL DETAIL NTS x x '2 '2 <\10.96 \✓e9� �X. TC = 1905.00<<,. I9p F L = 1904.5U rts r� 0 06 •O6 1904.85 (U x F <19 FL = 1904.50 <0 TC = 1905.15 FL = 1904.65 1907.00 FL = 1904.65 G x F %---)( <°✓9 906 <' . C <pl •.9 9060 906 F TC = 1905.30 ' x vk06 = 1904.80 `906_ F • .9Y (re `19 90 A l 1901.15 x `.7s, FL FL = 1904.80 5' 4. (c 0 Z 6 (tS0 F -I (/) � 'C' 90 TC = 1 0 45 FL = 1 4095 6F TC = 1905.75 l`\✓90 FL = 1905.10 "✓9os < eL F L = 1905.25 666 �p s<9<6✓9 190600 ps,6 190.30 O \\ 1905145 NEV 8' PVC SANITARY SEWER MAIN AND MH FL = 1904.95 FL = 1905.10 I tI GF F x x G V 1905160 FL = 1905.25 TC = 1905.90 crz"cC``19 L = 1905.40 190"1906 ii1 175 FL = 1905.40 G 20' NORTH Scale: 1"=20' 0' 210' 40i' 60' NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR FUTURE CONSTRUCTION OF HANDICAP RAMPS AS DIRECTED IN FIELD BY ENGINEER. NOTE: UTILITY WORK TO BE DONE BY HASTINGS UTILITIES. TC - 1905.90 NOTE: CITY FORCES SHALL PARTIALLY FILL 190t25 1905.30 1905.35 R0' x `✓ 9O R'1 e x x < `1'90 4 (`?"✓ 0J 90 "9 e 0+60 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 THE SOUTH END OF THIS PROJECT FOR THE PURPOSE OF INSTALLING THE NEW 8' SEWER. THIS SHALL HAVE THE EFFECT OF AN EXCESS OF DIRT DERIVED FORM THIS PROJECT TO BE USED AND OR STORED AT THE SOUTH END OF THIS PROJECT. #439 4 00 wr4,a a •Sa £ af0a ; o Qavil? L. oc•: `-a WACKER >=": m E-5090 0 ? 4F-1:2 o e"O 3_Z" www ACITY OF HASTINGS, ENGINEERING DEPT. Project S. BURLINGTON "L" TO "M" Proj. No. 1999-4 Description CONCRETE PAYMENT Design By Dote . Contractor BEN S. 2-28-00 Drown By Approved By Dm. No. BEN S. DLW 2 of 7 1920 O + FJ• 0 b O O + Co CU '0 b a po + + 1a 0 0 O CO W w + Ci O O a a y �- +f 0 .0 O O O O.a a O a O a CJI O O 1(8 O Ui Cn SCALE. HORIZONTAL.: 4 20' VERTICAL= • 1 = 1 1910 1900 1890 DESIGN +0.3/ EXISTING :GRADE 0+60 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 1920 1910 1900 1890 REMOVE AND REPLACE SIDEWALK !��i REMOVE AND REPLACE 5' SIDEWALK Station to Station Plan Side Sq. Feet 5+12.79 - 6+22.27 331 RT 471.0 LT & RT 1,039.32 7+40.17 - 10+00 301 LT 259.83 7+40.17 - 10+00 301 BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 5+00 - 7+40.17 331 LT & RT 1,084.68 7+40.17 - 10+00 331 LT & RT 1,039.32 7+40.17 - 10+00 301 LT 259.83 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 5+00 - 7+40.17 301 LT 227.0 5+00 - 7+40.17 301 RT 240.17 7+40.17 - 10+00 301 LT 259.83 7+40.17 - 10+00 301 RT 259.83 5+00 6+00 x "r 306. •0 a c<"J 90 0r x 7k-00 x x 0 Vs F901906.'5%1906.66F"ryy Jei.ypF ° O a J0 \\ 0a TC = 1905.90 < F 4L = 1905.55 �40 ``r FL y BUILD 8" P.C.C. DRIVEWAY 47B Station to Station Plan Side Sq. Yards 6+30.84 - 6+78.54 331 RT 32.22 6+45.04 - 6+64.91 331 LT 12.83 9+66.58 - 9+93.58 331 LT 17.86 BUILD CONCRETE HEADER 47B Station to Station Side Lin. Ft. 6+84.17 TO 7+20.17 LT 38 7+40.17 LT/RT 36 ADJUST MANHOLE TO GRADE Station Side Distance 7+02.17 RT 6 5+27 CL 0 ADJUST GAS VALVE TO GRADE Station Side Distance 7+30 LT. 24 7+31 LT. 24 19 C = 1906.05 F 190 0 FL = 1905.40 TC NEW 8' PVC SANITARY SEWER MAIN AND MH FL = 1905.55 TC = 1906.20 FL = 1905./0 (U x (�<r x 1906105 <` c�> " 43 <t'-.9 os. 906 S rF Ds N (U FL = 1905.70 c?./.9 r rw1 r �i r swUSIIIt ti S •l Arse ai of rsaarrAcr searAraT�o� lex 04s 190 50 :H.w x <\` r 90 9ps • building = 1906.29 7 <Z,'7 06. "r9 sO F9 06 � x FLekg� 1906' 190 N in 21 x 4.<4,0 0 << 1906.37 x 19B 190618 1906.21 1 N If) 1906.21 FL = 1906.10 D.20 1906.40 190 906.37'30 `51906 JyO-Os r0 1 06.37 .67<`9 r9 x 90 '9 1906.76 x c``J 90 rr .52> 1906,6611'900 Is 1906.82 es 9 .52 190O 61-0 Jy 00 3 STA 7+40.17 END PROJECT TC = 1907.47 .52 1906 N U) -G 8+00 00 TC = 1908.21 9a x 9+00 Te -=-190 0.91 x CCx 9r 09 B 10+00 20' TC - 1-910 Ca `A< x NORTH Scale: 1"=20' 9 Tr = 1911.37 1906 82 1107.0 N -sr I 1906 8 FL = 1906.97 U) SS TC- 1997.47 c u. N 1908 06 FL = 1907.71 F<„ TC - 1900.2 Or F <„ 0 ,r9 x e9 10 "ra 1908191 F<t es os `,9 FL = 1908.56 s° T6 - 1909 6 0c0<' F\�•LS 90 eF i x 190976 SS F <„r9x e0 6<, �r " 99 90,4 07 = 1910.87 FL = 1909.41 <l„ TO - 1-989.91 C .{7 � ru� Oy X '4 00 "ss FL = 1910.26 TC - 1910.70 FIRE HYDRANT @ NE CORNER S. BURLINGTON AND 'L' ST. NW CAP NUT ELEV. = 1910.21 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 <"r9 FL = 1910.87 TC--= 1911,37 C I ,9 <" 10 Jyr 'C 6' 20' 40' 61' NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR FUTURE CONSTRUCTION OF HANDICAP RAMPS AS DIRECTED IN FIELD BY ENGINEER. NOTE: UTILITY WORK TO BE DONE BY HASTINGS UTILITIES. VINHOJIIVO '3NIAtll CITY OF HASTINGS, ENGINEERING DEPT. Project S. BURLINGTON "L" TO "M" Proj. No. 1999-4 Description CONCRETE PAVEMENT Design By BEN S. Dote 2-28-00 Contractor lOH U BY BEN S. ea LW Drn. No. 3 of 7 1920 G)1 0 O 0 01 cn a cn (.n (A) 0 O' 0 a' O 6 0' co SO cm + 0' 0 0c 0' + CO a O 0" + 0 5;13- 0\ 0' cn R) 0 04 0 0y w + 0 ctr 6 0 o' 03 0 O so Q 0 o' 0 gilt' ' SCALE. SD HORIZONT:AL.:: ' ' VERTICAL:"1" 1:":'= : 20 '10' 1920 1910 DESIGN 1900 1890 +0.3% 1910 1900 1890 z a m r 0 C] _ 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 STA. 5+06 0+60 1+00 2+00 3+00 8' 10' 10' 8' I . I I I * • I 2j i It/ i-----i-•---i-.-1 .,/ i of i• i i_._.I._._i_._j_._. 1 1 i I r•-• !0_ i 6o 17 I>- i i i i i i i I I 1 1 Co P 1 I I i i i j i i i i i i i - •-•-i-•-•:E-j-- -•-•-•-i----1---t•-•-•17•-•t•-•-•t•-•-•t'-'-'t•-•-i-----i----t•-•-•t•-•-•t•-•-•t•-•-•t•-•-•1--- 4+00 5+00 i ±• STA. 5+06 i , ! I I i i I i bi i i i i i i i i t•-•-•t•-•-•t•-•-•-i-•-•-t•-•-•-i-•-•---1------t. - -I- - - t .-.1----t---.t.-----i-----t•-•-•-r- i i i i i i i i 1 —1— !-1-- 1 i i i i i i i 1 1 1 1 1 1 1 1 i i i ii SOUFTH bURLiINGrIVON i i 12' i 10' i 10' 8' : 10' ! 10' ! 8' i. 10' i 10' ; 10',i 12' i ' i i i 1 j 1 i i i i — • 0- - ; 1 °I >•- 1 • 1 Typ. 1 - 1 1 1 I 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 I I 1 I I 1 1 1 I 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I TYR I L ._.±._._._L._._._..L._._.i._._.±._._.±._._.±._._.±._._.±._._.±._._ r T I T • , �, >_ , , , , , , I , , , I , I I I , , , , , , , , , , , , e -c,, si_ , , i , , , ; ; 1— ; cn ;-4 8' 10' 10' 8' .19 I -.1.1 \\\I 2! i _ i \ i i I 1 i I0_ I I I I I I I I I I - 0_ ._.H I I I I H-- I I I?: I I I I I I I I I I I I I I I I I Co •>- • co ->- IF-- I I i i i i _. 1 ._._. 1 1 1 II- i l I i ao v-- I I I i I i I I i I i i i I I I I II- , 1 1 1 1 1 i 1 1 'a! ?_.- 1 1 1 1 1 1 1 oi o: 1 i 1 1 1 1 1 1 i 1 1 L„I 0: ! , , , , , I , , , —I,— , , , , - , !SOUTH BURLINGTON ! I 1 1 1 -II- . IC I I- _i___ _i_ I • 12' 2.17'. 10' 8' - 10' • 10' 8' I 10' • 10' 10' 7,81' 12r! it i. 12' - I -4-- I i i I I i -i- ' j I I • I I —I- -1— I i I ---1---- I I —I- -i— I TYRi . L I c). ›..I I I I I I I I I iTYP.,bi L I 1 1 I j j I i TYR,c)i L I . )... . 1 I I I I I I I I 1 I I I I I i TYRe i 9_: rIl 1- 1 1 1 1 i i I I I 1 I -II 1>: • 1 I i 1 _. i ._ _._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._ 7 END PROJECT 0 N- 20' NORTH Scale: 1"=20' 0'20' 40' 60' STA. 9+98 0:I I I I I I I I I I I al° F— I I I I I I I I I I I Ii - %.03! cc I I i I I I I I I 5+00 6+00 7+00 8+00 9+00 10+00 ACITY OF HASTINGS, pamn ENGINEERING DEPT. Project S. BURLINGTON TO "M" Proj. No. 1999-4 Description CONTROL JOINTS Design By Dote BEN S. 2-28-00 Drown By Approved By Contractor Pm. Dm. No. BEN S. •DLW 4 Of 7 t a 5 z B 6' A " w