Loading...
HomeMy WebLinkAboutPD2000-105+00 4+00 3+00 2+00 1+00 0+00 Lot 5 70 L of 6 ! Lot 7 70 goy 70 Cimarron Meado BLECK 5 Lot 8 70 goS Lot 9 70 Lot 10 I Lot 11 70 77,43 CAS CO CO 0 C 0 d +' V) 1931.64 TC )3; 1930,62 TC 1931,14 FL 1930.12 FL N N oO o R CU N 1931.50 CL 11930.48 CL N N O o O 0 Cu CU 1931.14 FL 193012 FL 1931.64 TC existing inter 70 1929.59 TC 1929.09 FL N O O N 11929,45 CL N 1929.09 FL yt,iQ 30 4V 1928.57 TC 1927.55 TC 1928,7 FL 1927.05 FL o O O O N a! 1928.43 CL 1927.41 CL c> N 35th STREET _ _ 1928.07 FL _419.27,05 FL 11930.62 TC 1929.59'jCWV L.-. 1928.57 TC exsg t,water -1927,55 TC FHZ WV L 70 70 Lot 16 Lot 17 Lot 18 T.B.M.=NW bonnet bolt on FH on south side of 35th street between lots 17 & 18, between fisherman Lane and Lakepark Lane. Elevation 1930.60 1926.53 TC 1926.03 FL N O O CU 11926.39 CL N O O Cu 1926,03 FL 36.0000 70 Lot 19 BLECK 4 a©. Meader 19.53 TC s 1925.50 TC 1925.00 FL N O 0 11925,36 CL 1924.48 TC 1923,98 •FL 0 0 0 N 1924,34 CL NN o 0 0 Cu Cu 1.1925.00 FL--. 1923.98 FL_ 11925.50 TO 11924.48 TC existing water 1923.76 TC 1923.26 •FL N CO CO 11923.32 CL N O 0 0.1 1922.96 FL 1923.46 TC 1923 05 TC 19 :8 1922.55 FL 1922.38 N co 00 I ~ 1922!29 CL coN 04 al 192188..FL • n + J U 1922.05 L N Co CU 1921,62 19 T 1922!38 TC z 1945.00 1940.00 70 Lot 20 70 77.27 Lot 21 Lot 22 WV r FISHERVA 20' booted electric.tetephone, TV NORTH Scale: 1"=20' 20' 40' 60' BUILD 6" 47B PCC Station Description Quantity 0+38 to 10+28.77 Concrete Stab 3,659.08 sy 0+38 to 10+28.77 Integral Curb 1,829.54 LF 10+28.77 Header 36 LF 0+38 Remove Header 36 LF 4+00 & 8+00 Adjust Manhole 2 Adjust WV 3 Adjust FH 1 aCITY OF HASTINGS ENGINEERING DEPT. 0 35TH STREET F:o 2000-10 CS "n FISHERMAN LN. / LAKEPARK LN. ga D.W.M. 1/28/00 y D.W.M. D: 1 of 15 SCALE: HORIZ.: VERT.: 1"=20' 1945.00 1940,00 1935.00 A. 1930.00 925.00 d 1935.00 op CO + 0 920.00 2.05% Slope 0 o L CD d CD L _c o u - d +N v� U 1930.00 1925,00 1920.00 915.00 v o O:15 ad O i N Q_ W In 04 N 0' xisting San. Sewer N N cn co co CuN (P U) O Cu Cu CP .m C 0)0 �-p + d 10 > X W 0 0 O C) U7 Cu CT N 05 Cu a' N a N CP 0 04 04 CP In N o 04 d- N N ON CT 5+00 4+00 3+00 2+00 1+00 0+00 c o 0 O 0 O (u dw 1915.00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 20' 0' I NORTH Scale: 1"=20' 20' 40' 60'9' r ---I N.1A-P-' + -4 C Cimarron u BLOCK b Lot ; L C W44> + C. O +' I -) N. gq- O - CD d L---1 Q a)C d fh I. 00 P P. +' 4.) Lot 1 u v L Ci Lot 2 a ron Meadows Lot 4 Lot s Lot 5 I d,75 01 1 d W lasso d :IS +' (/) J U (� L„ 7 W 76.50 70 70 70 a°s s Cl < . 1942.17 TC TC 1941.80 TC 1941136 TC 19 �iC 39.77 TC 1939.42 TC ''1937.82 TC 1936.59 TC 1935.35 TC TC... 1932.88 TC 1931.64 TC _1942.04 -- - - -- _ _ 11_9 _ _ _ _ _ _ - _ _ __ 1941.67 FL N 0 N 1941.54- FL 11.30 FL 1944.86 94 N N 0 o N N FL N M I6 1940.7 N 0 6 FL X' 5 6T i9 F V>< 9 1939.27 -S1 T C FL' N 6 1938.92 FL 1-1.937.32-L N 0 0 6 N F N 0 N 1936.09 FL _1934.11 1934.85 FL N 0 N _ _ 1933.61 FL N 0 N 1932.38 FL 1931.14 FL N N 0 0 N N 1942.03 CL 0 N (LI 1941.67 FL 1941.90 CL 941,66 CL 194 0 o N N N 1941.54 FL 194130 FL 194 .93 CL ,54 FL 1940 7 CL \ N 1940.3._ FL I / 9 AO 'Av, �'� l9 � FO -OR C� 19 1939.19 ,9 '6� C'� � CL �. .� aa FL R41938:64 1 1938.92 GL 11937.68 N 0 -1 N FL_ 1937.32 CL (41)....00C FL 11936,45 CL N 0 N 35th FL 1935,21 CL 11933.97 CL 36. N ET N STREET R E 0 FL 1933.61 FL.___..__.. 000 11932,74 CL 1931.50 CL N N 0 0 N N FL 193144 FL 1942,17 TC _ _ _. -. _. 1942.04 TC 1941,80 TC 194.04 TC _ 19 TC ._..._. _ I9Q _ �9 ' _1938.93 z9� 39.43 _ _ _ TO 11939.14 TC 11937.82 _ X193609 ._._..._._._...1934_85 it 11936.59 TC _ _ _ 11935.35 TC 11934.11 TC _.._ _11932.38 _ 11932.88 TC 1931.64 TC 145.00 1 I 1 _ V 76.50 I 70 70 70 i 1 Lot 4 I (/ F 1 (-}('�i� I BL( Wil„\ 1 C CI CI_ ; I Lot 14 £_ 1Li�.. `t /, Lot 15 1 Lo16 t III I Ci Meadows CITY F I-IASTIN a on i Q { Lot 12 Lot 13 ENGINEERING . PT. 00 j J Frolat 35TH STREET I lrh r<o. 2000-10 `°n FISHERMAN LN. / LAKEPARK LN. Urrgn Gy D.W.M. Doie 11/28/00 trec:or uwn 5i D.W.M. Anptovd Cry WI✓ Gm. Ho. 2 of 15 194500. t� + 0 o d (/JW U 0) O S 0_ N N +00 CO Ca_ O (/) U o .{-> + (/) N c!- +07 +0-, d +' 01 C d J L d v J _I N + 03 O (/)W u v 0 11 SCALE: HORIZ.: VERT.: 1 = 20' 1" = 5' 1945,00 1940.00 1935.00 1930.00 0.477. Slope - 1.47% Slope _---_L -- -_ _ a47% Slope - _ -' 1940.00 1935,00 1930.00 1925.00 1920.00 1915.00 In wo O N ON � 'F' 6 W LJ Mo !n ON 22 OT o n O 0\ `D o\ 0 0\04 m is 0 N cn 0 0\ 0 0\ ° m 0\ (i\ n V' 10 ID O+ 0\ xisting San. Sewer co 0\ 0 02 in 0� 0 0 a\ ^ O� co o d' 02 N Q� 98 Q�QFESS/0�f it ' o DAVID v39 WACKER....;=a. y" ... iv /f�`� O oven, L to, - ... -s ls0 ; �i ° 0� . • o OD o ao Q d W C Ol W W 1925.00 1920A0 1915,00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 5+00 4+00 3+00 2+00 1+00 0+00 { ( { { 8'-0° 13'-4" Typical { 11+00 { { 35t h S { TR ET lo'- 0° { { 00 M + 0 C 0 d +' } 8,-0° 3G 0 00{} 1 { 13'-4° Typical 10+00 9+00 Station 8+86.77 { { 0/ C N d r, J d + d CO Q C Q) O � d +'J d V) EA<EPAP< { 8+00 ( 8,-0• 13'-4i Typical 10-0' { 7+00 { C d J o C o d o Cu Cs o In 1 ' Li cs J U 6+00 FISH -PVA\ 5+00 } 10't 0° } 8, op 35— h STR 1 E 3G 000 13'-4" Typical ( { iota orb°'moo <a..<.. 1�g DAVID L G s WA = • a E-5,;90 Lw • irc+• 3_ 0g LKER n /000 p� •0000eo° CITY OF HASTItYG& ENGINEERING DE sis— 0 Project 35TH STREET I — I 8'-0" °°"npton JOINT PATTERN De:Sp B! D.W.M. Dots 11/28/001// 12'-11' Typical f 10'-0" 3 Of 15 12'-11' Typical. II I --- -- — 1 lo'- 0" I 8'ICI I I { { 0/ C N d r, J d + d CO Q C Q) O � d +'J d V) EA<EPAP< { 8+00 ( 8,-0• 13'-4i Typical 10-0' { 7+00 { C d J o C o d o Cu Cs o In 1 ' Li cs J U 6+00 FISH -PVA\ 5+00 } 10't 0° } 8, op 35— h STR 1 E 3G 000 13'-4" Typical ( { iota orb°'moo <a..<.. 1�g DAVID L G s WA = • a E-5,;90 Lw • irc+• 3_ 0g LKER n /000 p� •0000eo° CITY OF HASTItYG& ENGINEERING DE sis— 0 Project 35TH STREET Pro'. No. 2000-10 °°"npton JOINT PATTERN De:Sp B! D.W.M. Dots 11/28/001// CIRh:F:+ D.W.M. 3 Of 15 6+00 5+00 4+00 3+00 2+00 1+00 0+00 21 ' NORTH Scale: 1"=20' 0' 20' 12'3.76 Cimarron Meadows 4p' buried electrtc,tetwhone, TV Lot 12 610' C< u ;� ow i+ ;t old c;t> Lisc Lot I 3288.76 d electrk, , TV 1942.52 TC 1942,02 FL a3 -36.0000 11942.38 CL al 68.76 Lot 4, 1942.02. FL.. 1942.52 TC 60.00 BUILD 6" 47B PCC Station Description Quantity 1+68,76 to 4+86,28 Concrete Slab 1,468.22 sy 1+68.76 to 4+86.28 Integral Curb 536.70 LF 4+86.28 Header 36 LF 1+68.76 Remove Header 36 LF 3+27.52 Ad just Manhole 1 Adjust WV 5 Adjust FH 2 Adjust GV 4 rb2<c\ W V oZ'2 �Z ti�ti� FH 1942.15 TC �1a 1941.65FL Cu CD2 f 1942.01 CL Cu _I�_... 1941.65, .FL 1sr, 1942.15 TC 9-0 Q7 -' < cos Lot 3 rc BLL.CK existing water 1941.70 TC 1941.20 FL N 11941.56 CL al 1941.20 FL 1941.70 TC 1941.08 TC 11940,58 FL_ N al 1940.94 CL 0 1940.94 FL 1941.44 TC 1940.15 N rc j LT1939.91 FL 1939.68 FLt1939.46 FL a WV-- wvI Y WV ZWV 1940.51 CL *940,27 o '0 I i 1940.70 1 G Lot 12 128.76 existing water Cima 1939.71 TC 1193923 TC ron jL[1C 1 U O _ b L (b s �\D L d d 4r> -P V Vl 4 eadows burled etectric.tetephane, TV Lot 1 123.76 TC 1939.21 FL N 940.04 CL11939,82 CL 1939.57 CL N N N Fu" N ^-1 Cu Cu -L_41.9.40.5.6). FL 1940.44 F111940,04 FL�11.939,60 FL C I / 11940,10 TC GV 1938.73 FL N 939.09 CL co co i9.38.a4 _ EL 36 LA 1938.11 FL -HEPAR 11938.47 CL co 1 1938_11. FL { 1938.22 TC11937.99 TC 1937.72-F1.71937.4:9 FL \E 1937.37 TC 1938.08 1938.08 CL 11937.85 CL a) N 1937,72 FL 1937,49 FL 1936.87 FL al 1939.44 TC 1938.61 TC 1938,22 TC 1937,99 TC Lot 2 60.00 Cimarron Meadows 68.76 Lot 4 GV GV ce 68.76 Lot 4 60.00 Lot 3 BLOCK 3 Lot 2 60.00 Cimarr4 Meadows 1937.23 CL N 1936.87 FL 11937.37 TC 1936.77 TC 193627 FL 68.76 Lot i 1936.63 CL 1936.63 FL 1937.13 TC CITY OF HASTINGS iR ENGINEERING DEPT. 0 T.B.M.= N bonnet bolt on FH on east side of Lakepark Lane north of 35th street at alley. Elevation= 1943.78 T.B.M,= MW bonnet bolt on FH on SE corner of 35th street & Lakepark Lane intersection Elevation= 1941.96 «;h LAKEPARK LANE Prof. No 2000-10 33rd Str. to 36th Str. De D.W.M. 10\26\00 Ccrt Drown dy D.W.M. 7 ob 15 SCALE: HORIZ.: VERT.: 1 1"=20' 1945 + U 0) O L 0 13 L U (U U) {U co d +) (A J U 4-' U 0) O L 0 - N d - P (4 \.D h co d +> 1945 <-0.40X, Slope 1940 1935 <-1.224% Slope <-1,24% Slope 1940 1935 z F1 W "" Vl /- 0 0> O W 0 J 0_ W Col Z l7O ZI- I- --' W X J W W ro Co N as as In al a' 0 0 CO a' ao ni 0' as 0 a4 0 0 V a' Existing San. Sewer N ) ao Co a' 05 M a' U1 0 V a' U) co n co 0' co c co M 0' 6+00 5+00 4+00 3+00 2+00 1+00 Z 0 ww ZI- II--¢ (a> X X J LULU Ul r, Co a' 0+00 U 0 0 L 0 C W co CU co d +' -10,-0' 1 n, Cu L in S +' CU u) CO co d -fes J V 10'-0' 10'-0' 10'-0 10'-0' U N 0 s 0 - I-' L d -I-' 1A N 05 d -N 1 10'-0'- 10' -0' 10'-0' 000 _A { DAR - 8'-0' LA\E CITY OF HASTINGS ENGINEERING DEPT. C LAKEPARK LANE -10'-0'- 8 -0' 8'-0' -10'-0'- --10 -0'--10'-0'- Les7.r it D.W.M. Nte 11/28/00 10'-0 10'-0' U N 0 s 0 - I-' L d -I-' 1A N 05 d -N 1 10'-0'- 10' -0' 10'-0' 000 _A { DAR - 8'-0' LA\E •••• 1 0 o0 ae e© .p°f :41!.. oo DAVID L a*s i<a� WACKER ; z '` W g E-5090 •• d ik 11J-26-01°°• if of .j•'jir . % III ' CITY OF HASTINGS ENGINEERING DEPT. C LAKEPARK LANE prsi."` 2000-10 0,:,:y4 -tion JOINT PATTERN Les7.r it D.W.M. Nte 11/28/00 Con7ec!x Ors" ey D.W.M. <ygrovd Jy Oro. tlo. 8 o; 15 •••• 1 0 o0 ae e© .p°f :41!.. oo DAVID L a*s i<a� WACKER ; z '` W g E-5090 •• d ik 11J-26-01°°• if of .j•'jir . % III ' 4+00 3+00 2+00 1+00 0+00 20' NORTH Scale: 1"=20' 0' 20' l l 60' J 70.01 FH +' U 0) 0 CLS LJ 70.01 I exlst4y water 128.76 Lot 13 1926.07 TC 11925.17 TC 925.57 FL 1924.67 FL 1 N N 1 N 0 0 0 al (0 1923.94 TC 1923.44 FL 1925.93 CL N Cu 1925:57 FL - 1926,07 TC Bi Bi ock 5 1925.03 CL V. iLiVV N 11923.8b CL N N O O N N 1924.67 FL ' 1923.44_ FL 1925.17 TC bd.ea Cimarron Meadows iec c,tal TV 1923.94 TC N Q1 L CU ±' to S CU + Ln co Co d + ' ('1 Assembly of God Second Subdivision FH Mock 355.46 W3 existing water ~ Z 11923.0.8 TC.22.59 .TC1922.14 Tv TC .1.1921.20 TC 1918198 TC 1920.22 TC '1922.58 FL 922.09 FL1921.64 FL4 1921.169 FL 1920.70 FL 1919.72 FL 11918.48 FL N N N N N N N 0 0 0�M o O o 0 N N fi /••H N N N N 11922.94 CL 11922.45 CL1922.00 CL*921.55 CL 11921.06 CL 11920.08 CL N N N O O O N N N Cu N N 3-67008-0- 1918.84 CL Station 1+68.76 Start Project BUILD 6" 47B PCC Station Description Quantity 1+68.76 to 4+86.28 Concrete Slab 1,369.16 sy 1+68.76 to 4+86.28 Integral Curb 621.87 LF 4+86.28 Header 36 LF 1+68.76 Remove Header 36 LF 3+27.52 Ad just Manhole 1 Adjust WV 5 Adjust FH 2 Adjust GV 3 1918.21 TC 1917.71 FL FISHERMAN 1922.58 FL 1922.09 FL 1921.64 FL 1921.19 FL 1920.70 FL 1919,72 FL 2 . a TC ba d Mcctric; elephone, TV / 1921.2D TC 1920.22 TC _d elect t«ea a e. TV 7 128.76 Lot 111 GV 19228 1922. 8 0 FL TC 192.05 CL S CO (0.4Wy 1921.6 FL 1922.1 TC a 1918.48 FL 1918.98 TC 1918.07 CL LA 1917.71 FL 1918.21 TC \E 122.76 128 76 Lot 22 Lot 11 1c,_k Cimarron eadows A CITY OF HASTINGS / I \ ENGINEERING DEPT. pi -90 0 P FISHERMAN LANE NW bonnet bolt on FH on east side of Alley & Fisherman Lane between 35th and 36th Elevation 1927.89 NW bonnet bolt on FH on east side of 35th street & Fisherman Lane intersection Elevation 1922.56 2000-10 33rd Str. to 35th Str n D.W.M. 2/11/00 Con D.W.M. a 11 of 15 0 L 0_ 73 L LJ co CU \0 co d +) (4 1925 1920 CU lf) N- CU co v 0) L -1-' V S Lf) co J v SCALE: HORIZ.: 1" = 20' VERT.: 1" = 5' 1915 0 2,482 Slope Station 1+68,76 Start Project 1925 1920 1915 xisting Water xisting San. Sewer C'7 tri ) N 0'. M O U) N 0' .-, 0 C`) N 0' CT Cu N 0 0 N N 0' U) U) CU CT '0 O N 0' op w 0' W 0' 0 O N N 0' O 0 Cu1/46 0' '-I 0 0 CL N 0' 0 O 0 CU 0 c.' o w N 4+00 3+00 2+00 fa 0 W'- C� F - Q 0> oW d J Q W C') Z Z iI-- Cn> X >( J I Qvlwuvr aooaoaea.a44e A o ot� Y DAVID L lei WACKER S 3 s' E-5093 eZI� of-z6-014,1 eoo®ooeo 1+00 0+00 -F' U a) 0 L W C W Cu a) (1. I lf) S (UCD co d J (1 0 20' NORTH Scale: 1"=20' 0' 2,0' 4p' 60' 4- O h W + U d 0 d C N -R E L d > +> d (A 10'-0' ACITY OF HASTINGS ENGINEERING DEPT. 0 Fra:ct FISHERMAN LANE A$'-0' Pro. No 2000-10 "t JOINT PATTERN 0os4r. ey D.W.M. Nits 12/11/00 Cootroctor A s' -o Orman By D.W.M. Arprovw 8y ht) ern. No. 12 0" 15 6.000C 101- 0' # 10'- 0' 111Typ. E I S H =RNA \ L A \ _ 10'-0' Typi at -l0'-0'--10'-0'- 8' -0 -40' -0* ---10 -0- 8'-0' -la'-o'--to'-o'- Typi nl FISH = A \ L A :G.000 \ E DY -0* TyplCal Er -O•1 $f0 10'-0' ACITY OF HASTINGS ENGINEERING DEPT. 0 Fra:ct FISHERMAN LANE Pro. No 2000-10 "t JOINT PATTERN 0os4r. ey D.W.M. Nits 12/11/00 Cootroctor Orman By D.W.M. Arprovw 8y ht) ern. No. 12 0" 15 4+86.28 4+50 4+00 3+00 2+00 1+68.76 1+00 0+00 21 70,01 +> U Oh 0 L 0 73 C U 1926.07 TC 70.01 0 1925,57 FL Assembly of God Second Subdivision L -, 0.0000 24" 1 CP 2.41% slope 4 128.76 Lot !3 NORTH Scale: 1"=20' 9' 20' 610' Bloc 5 scenes etectr:c.fetepho.e. Ys. 123.76 Lot n BUILD INLETS & JUNCTION DCX Number Type I Size Description Top or FL Bottom, Ft I Depth 1 A 5x2 Inlet 1920.70 1917.36 13.34 2 C 15x7 Inlet 1920.70 1916.86 13.84 Cimarron Meadows Mock Type "C` rtet Inlet #2 355.46 Station 1+68,76 Start Project 191.82 LSC+ 1917.71 FL 24" RCP 2.41% slope 1914.19 ft 1918.07 CL EISHER'A\ LA\E 1920.70 FL. ----•-.l---.-. "ntei d efe 1¢pirirp., Type °A' niet 128.76 Lot 22 BUILD R,C,D, Description Side Size Length Slope I Sta. 4+92.02 24' Plug' Rt. 24' End to Inlet #2 I Rt. 24' 202.5' 2.41% Inlet #1 to Inlet #2 I Lt.&Rt. 18' 27.8` 2.00% 1 Intetl#2 to Exist. Pipe! Rt. 24` 109' 2.41.`/. BUdck Cimarron Type Detail O Tandem SS" i -_Ort% Combination 2442 & 2443, ,tyle H Gro. to Barrier Curd (Deeter or Equal) FRONT VIEW SIDE VIE\/ Grout joint et- iimmuit - I6 _ g• ! ..._S'_0'__- R' 6.0000 Vertical/Flor,zo Meadows w/2445 rest 'eon Sing P rove.. 'Denser 9(039 nor epvo0 f \ __ea. FIlM 8' Ltd `5. 0 ----- Reinforcing No, 4 Reao.r @ 12' D.C. NORTH Scale: 1"=20' 2p' 9' 20' 128.76 Lot 11 TYPE "A" DETAIL OF TANDEM 56" LONG COMBINATION 2442 MD 2443, STYLE H GRATE W/2445 BARRIER CURB (DEETER OR EQUAL) SWM N. 40' 8' s 2' CITY OF HASTINGS / I \ ENGINEERING D 'PT. L, C L Q) S Prcfed Fisherman Lane No. 2000-10 Description Storm Sewer Design b}• D.W.M. Dote 112/11/00 Corlroctor Oben Sy D.W.M. 1925 Inlet #1 1921170 FL LL J U J Inlet #2 1920.70 FL 1920 en%proien IIiiY 3 Den. NO. 13 o1 15 SCALE: HORIZ.: 1" = 20' VERT.: 1" = 5' 1917,36 fl 18' RCP aiDn(aft2e______ I U 1[ L_-- 1916.86 1915 1925 1920 1921.74 ft P+8-7.02 1915 1910 2 7 RCP 2..4i% ps Inlet #2 1920.70 FL 1916.86 £t xo +> U w 1/40 0 1914.19 ft tope 1925 1920 1915 1910 0 a