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Home My WebLink AboutPD1998-122+00 21+00 20+00 19+00 18+00 17+00 16+00 1931.22 TC Lot 3 70 1930.72 FL Lot 4 70 Lot 5 70 Lot 6 70 BLOCK 4 Lot 7 70 CO h CU + CO 0 +> d fA Lot 8 H 0 70 1929.11 TC 8 TC 11928.15 TC 1926.82 TC 1925.48 TC 1924.15 TC 2 TC 1921.48 TC 8 TC 1920.43 TC 1 FL 11928,38 FL 11927.65 FL 192632 FL 1924.98 FL 1 1923.65 FL 11922.32 FL 11920.98 FL 11920.38 FL 11919.93 FL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 al al (11 al fU aJ (L1 (L aJ (L 1931.34 CL 11929.73 CL *1929.00 CL 11928.27 CL o 0 0 0 o 0 0 0 Cu N N N 1930.72 FL 1929.11 FL 1928.38 FL 1927.65 FL 0 0 al Lot 9 70 1919.59 TC 0 0 N 1919.09 FL 11926.94 CL 11925.60 CL 11924.27 CL 11922.94 CL 1.921.60 CL 41921,00 CL 11920.55 CL 11919.71 CL M- H l� Lot 10 70 0 +> d +' 11 11918.76 TC 3 C 5 [1918.26 FL 11917.43 FL 11917.05 FL N 0 0 CU N 0 0 N 0 0 aJ 11918.88 CL 11918.05 CL 917.67 CL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N 3 70 192R RR Tr 70 BUILD 8" 47B PCC Station Description Quantity 16+00 to 22+00 boncrete Slab 4,133.33 sy 16+00 to 22+00 :ntegrat Curb 1,200 LF Lot 3 Lot 4 water 1926.32 FL 1924.98 FL 1926.82 TC 11925.48 TC Lot 5 70 1923.65 FL 1924.15 TC 70 Lot 6 11922.32 FL i 1922 82 Tr 11921 42 Tr 1920.98 FL ,1920.38 FL 1919.93 FL 1919.09 FL 1920.88 TC ' 1920.43 TC 1919.59 TC 1918.26 FL 11918 7f, Tr 0 0 N 1917.43 FL 11-917.05 FL 11917.9:3 Tr '191755 TC 70 Lot 7 BLOCK 1 70 Lot 8 70 Lot 9 water 70 Lot 10 CM' OFIli'\ima IENGIINIEIEI�' I \G DE '.in, Project 33RD STREET Proj. No. 1998-1 Desrfptio' OUTRIGGER AVE. / LAKEPARK LN. Des gn 8y D.W.M. e 12\8 Contract Drown 8y D.W.M. Approved Sy nik( Dm. Na' 2. of 2.7 1917.24 TC 1916.74 FL 0 0 (LI 1917.36 CL 0 0 1916.74 FL 1917.24 TC 1945.00 1940.00 1935.00 1930.00 925,00 1920.00 1915,00 1945.00 m Cr) N CU 0 d 1940.00 1935.00 1930.00 1925.00 1920.00 1.67% Slope 1915.00 73 c (0 • O t0 O d 0 O N L 0_ W co 0' M N 0" N 0' 0 0 0' N 0' N N o5 (kJ 0' v 0N 1/460J 04 0 t0 N N ON N N N 0\ 0\ N N 0' 0 i0 N 0' 0 0 N 0' N t0 N 0 co 0' c 0) O N O d 0 0 L 0_ W 1/46 01 N 04 c0 a) 16 N 04 0 0 N N 0' .-4 o 0' 0' co n 0' N c O) c {> d X W W 22+00 21+00 20+00 19+00 18+00 17+00 16+00 28+00 27+00 26+00 BUILD 811 47B PCC Station Description Quantity 22+00 to 25+55.27 Concrete Slab 2,645.56 sy 22+00 to 25+55.27 Integral Curb 684.20 LF 25+55.27 Header 62 LF 25+00 BLOCK 3 1912.69 TC 1942.19 FL 0 O (U 1942.81 CL 1942.19 FL 1942.69 TC 11940.91 TC 1940.41 FL 0 O 11941.03 CL 0 O al 1940.41 FL 11939.29 TC 1938.79 FL 0 O Cu x_1939.41 CL co O al 24+00 i d -F' L7 1(337.13 TC 1 36.63 FL 1938.79 FL 0 O (L CU Lc) + CO i CU +> d d +' L7 19-6.77 1936.63 CLI 1936.27 19 TC 1937.65 FL 11937.03 F111936.38 0 O CU 11938.27 CL 11937.65 C O O (L water 190.91 TC Lot 2 145 BLOCK 2 l:,t;,L; TC O 0 (U 1937.65 FL 1937.03 FL 19 .:,. 5 Tr f water 193.88 TC 193.38 FL 0 O (L 1937.00 MH O O CU TC F�L 11935.61 TC FL_ 1935.73 FL 193571 FL - 'N. O (Ll To. u L t> u 0 0 0 O (U C111936.35 CL 11935.19 CL 0 0 L 0 N c 3 O O aJ O 0 CU 1936.38 FL11935.73 FL 1935.11 FL - 1935.61 TC FH 1936.68 TC 1936.38 CL 1936.38 FL L 0) d 23+00 Lot 1 76.50 22+00 BLOCK 4 11934.45 TC x1933,95 FL 0 O (U 11932.84 TC 11932.34 FL 0 O al 11934.57 CL 11932.96 CL O O (L 1933.95 FL 1931.15 TC 76.50 Lot 1 BLOCK 1 O O (U 1932.34 FL Lot 2 70 945.00 940.00 935.00 1930.00 1925.00 ark I Lane L. water 70 Lot 2 C1717 OF HASTING;., ENGINEERING D Ej'I', 0 Project 33RD STREET Pro). No. 1998-1 Descriptor OUTRIGGER AVE. / LAKEPARK LN. Design By Orawn By D.W.M. Dote ( 12\8 Contractor D.W.M. Approved BY 1931.22 TC 1930.72 FL 0 O CU 1931.34 CL O 0 al 1930.72 FL 1931.22 TC Dm. No. c 3 of 27 fa 1945.00 1940.00 1935,00 1930.00 1925.00 1920.00 1915.00 28+00 27+00 26+00 01 c op C +> d N > X W W 55 CU a) 0' al v 0' co 0 0' 0' CT 7 0' r) 0' co 10 r) 0' 25+00 24+00 t\ If) 0) 0' r 23+00 V co 0) 0' 22+00 . to c 0) c -1� d 1920.00 1915.00 16+00 15+00 14+00 13+00 12+00 Lot 11 76.60 1916.61 191N11 11917.24 TC 191 r 1916.36 1916.74 FL O O O O (11 OJ 11917.36 CL L +> U v 11916.98 o o 0 0 1916.74 FL 0'. 0\ L 0\ CO CO J eL CO .d N L o Motel All Intersections shall + + d oo + have dropped curb for Lf) to E LID handl-capped ramps on all .- L r four corners as designated N _J L by engineer. d dSU d w I> + +> a (A (A LL V) TC 1916.11 CL1916.61 TC FL 19 6.111 FL ,<C, 2 FN/ ' 1c oly�� FL 1TC 916.14 FL 1915.94 FL' 1915.86 FL ' 915.80 FL 0 O d L7 U 0 BLDCK 3 U N N N. N aj N N N N N N 0 0 o O O O O o 0 0 0 O O O O Ci' O O O O O O O N N N N�� N N N N N N N CL 1916.76 C 1916.56 CL 19_6.56 CLIP' 1 1916.56 CL 916.57 CL 1916.57 CL 1916.73CL 1917.02 CL 1917.31 CL 11__1�917.60 CL 1917,38 CL ae. MR G2'0' 1 O MH 00'-01- 1 T I 3 3 o N L O 0) o L (L N 73 3 916.36 FL 1916.14 FL1915.94 FL,1915.86 FL 0 0 0 0 0 0 0 0 o O o o 0 0 o O O O O o 0 0 N N N N N N N N N N N 1915.80 FL 1915.88 FL O O N 1917.94 CL 0 O 1915.95 FL 1916:11 FL 1916.40 FL 1916.69 FL 191498. FL 1917. 6 FL 1917.32 FL 2 C water 76.39 Lot 11 FH 91 z�co BUILD 8" 47B PCC Station Description Quantity 11+90.29 to 16+00 Concrete Slab 3,020.59 sy 11+90.29 to 16+00 Integral Curb 793.08 LF 11+90.29 Remove Header 62 Tc< 100 water 100 water 115.1 1916.50 1916.00 TC FL 1916.5 TC 1916.00 CL 1916.0 FL v d d Lot 1 Lot 2 BLDCK 4 Lot 3 Project 33RD STREET BM #1=F.1-1. @ S.W. corner of' 33rd & Outrigger intersection, "X" on N,W, bonnett bolt. Elevation = 1920.46 Proj. No. 1998-1 Description' OUTRIGGER AVE. / LAKEPARK LN, Design By D.W.M. Dote 12\8 Confoctor Drown By D.W.M. Approved [/e/ANS Dm. No. of 2.7 1945.00 1945.00 1940.00 v c J v Q 1940.00 1935.00 1930.00 925.00 1920.00 c d E L v -c m Cj CO Oh.: CU L Q, o -P -f-> • d Cu -1-> (/) 915.00 P.I. Sta. 15+27.39 Elev. 1916.00 Curve Length 200' M.D. 0.56 1.67% Slope c O d U 0 O 0 v c J 1935.00 CU ni 10 + 1930.00 1925.00 1920.00 Existing Concrete to -0.587 Slope �c N O 14-p O d a> O of L CL N i6 0' 1/416 tt) 1/46 10 In 16 0" N in 16 0" N U) 1/46 a\ (4) 1/46 0; N O N 0' M 0' O 1/40 N m -4 0" c O O O d a> 0 L aw aetit2S6Ceeveeete, i `y ESS/ < 0". O00O p0000p*Gooey 4,4 #', ;0° A F . irsil DAVID L a° WACKER rag E-5090 0 "7 -4Q° r N c op -p +' d UI> 'X N W -4 1/46 0'. n 0' 7 N 0' t>1 c O) O {> d i > IA LI 1915.00 16+00 15+00 14+00 13+00 12+00 16+00 10'-0' 13'-4' Typical CO J ij + d 06 ti L N d C O 10'-0' l0'-0" 15+00 14+00 10'-0" 10'=0" 13+00 12+00 d +' (A 13'-0' 12'-0' 10,-0' 13'-0' Typical 12'13' 12'- 0' 62'-0' Typical 25+00 24+00 23+00 22+00 10'-0' 10'-0' 12'-11' Typical 12'-11' Typical 10,-0✓ 10'-0' Project 33RD STREET Proj. No. 1998-1 Description JOINT PATTERN Design By D.W.M. --0,-0,— —10'-0'-- —101-0" —e'-0'— -- — --'8/-0"-- Dm. No. 4 -- ---10'-0'-- 10'-01— —10'-0' -10'-0'— 10'-0" 10'=0" 13+00 12+00 d +' (A 13'-0' 12'-0' 10,-0' 13'-0' Typical 12'13' 12'- 0' 62'-0' Typical 25+00 24+00 23+00 22+00 10'-0' 10'-0' 12'-11' Typical 12'-11' Typical 10,-0✓ 10'-0' 10'-0" 10/-0' 13'- 3'= 12'- 12'= 10,-0" -- 13'-4" Typical 12'-0' 62'-0' 13'-4' -- Typical 12'=0' 13'= • 0177 OF HAVING— ENGINEERING DE71 Project 33RD STREET Proj. No. 1998-1 Description JOINT PATTERN Design By D.W.M. --0,-0,— —10'-0'-- — — -.,13/-0"....- Drown By D.W.M. 10'-0'-- Dm. No. 4 of 27 --10,-0,— —10,-0' 10'-0" 10/-0' 13'- 3'= 12'- 12'= 10,-0" -- 13'-4" Typical 12'-0' 62'-0' 13'-4' -- Typical 12'=0' 13'= • 0177 OF HAVING— ENGINEERING DE71 Project 33RD STREET Proj. No. 1998-1 Description JOINT PATTERN Design By D.W.M. Date 12\8 Contractor Drown By D.W.M. Approved By Dm. No. 4 of 27 2+00 1+68.76 1+00 60 BUILD 6" 47B PCC Station Description Quantity -1+89.94 to -0+51 Concrete Slab 555.76 sy 0+51 to 1+68.76 Concrete Slab 471.04 sy -1+89,94 to -0+51 Integral Curb 277.88 LF 0+51 to 1+68.76 Integral Curb 235.52 LF -1+89.94 Header 36 1+68,76 Header 36 I, .<>19L-, ,Awater 1918.98- TC --- -2?` 1917, 9 TC 11917.78 TC ----- 1918.48 FL U 1917, 9 FL 1917.28 FL Z91&00 c 0 O + d 11918.84 CL LA\E p 3 1918.48 FL 1918.98 TC 4•',c.,1917. 1ti ti 0 0 cu al 1917.8 CL 917.64 CL 0 0 _12).749 FAL 1917.28 FL___ 9 TC 11917.78 TC Station 0+60 PC 1916.5 TC1916,83 TC 1916.5 TC 19� TC .. .....-...---•---• 1916. 5 FL '1916.33 FL 1916.15 FL 1916.11 FL N o 0 o 0 N 1916.8 CL 11916.69 CL 0 C11 0:11916.5 FL 1916,33 FL 19165 TC '1916.83 TC N N N 0 0 6 1916.11 CL 0+00 -1+00 water Sjtation -0+51 1916..5 FL 1916,11 FL 1916,65 TC 191 TC Blocr< 4 underground electrical 128.76 Lot 11 MH L water Lot 1 149.93 -1+89,94 BLOCK 4 1916,50 TC _ 1915.94 TC _ _ 1915.74 TC `..-...-• _ 1915.519 TC 1916,00 FL - N 1915.44 FL - 1915.24��FL � •- N 0 0 o N 0 1916.00 CL 11915.80 CL 11915.60 CL 0 0 0 0 0 (tl Rl o 1916,00 FL 1916.50 TC 1915.44 FL 1915.24 FL TC -...-... 1915.94 TC '------- .-�-��----...-------1915�..CL ... _ 1915,74 TC 1915.59 TC 1915,0 CL 0 (Ll 191.45 cL 36.0000 G0.9900 BLOCK 4 Lot 5 100 underground electrical 149.94 Lot 11 BLOCK 1 1925 1920 1915 150 Lot 9 BLOCK 3 Project CITY OF YASTING\ ENGINEERING DIET' , 0 Proj. No. 33rd STREET 1998-1 DeunPtwn FISHERMAN LANE/PLAN & PROFILE Design By DateConf actor D.W.M. 3/6/9J8� Drawn By MPro�/nl/ i/ ✓ I Om. No. D.W.M. _ril 5 of 2.7 N U 03 OJ 0 c O d 0 H 0 0 c--1 0 z rao la 3-1 C D O Q 0 > O w 0_ LI V) z L3o Z- 1- V1 > w X X J IJ 1.1 P.I. Sta, 1+10 Elev, 1916,61 Curve 100' M.O. 0.20 '.D ko 0' 0\ ko 1/415 0' 0:857; 'Slope Station 0+60 PC 17) + O d 0 O O O d 0 J U 2+00 1+68.76 1+00 \0 0" Station -0+51 0 0 1/46m 0+00 Cl -N I L d L7 0 0 '.D tri OS' -1+00 -1+89,94 1925 1920 1915 3gfl MA #93N9## 10%73 `'0 +' U N 00 '0 + L ES 75 +' c (� W u-) 0 d +> +> L N E N d 0_ u-) 0 U 0) 0 L 0_ +) L d +> 8'-0• io1-o• 10•-0' —121 -8' -- Typical 36,0003 -IS ER vA\ LA\ 1 CITY OF HASTIN0 ENGINEERING D EI \ss tt L Project 33rd STREET Pro;. Na. 1998-1 Description FISHERMAN LANE/JOINT PATTERN 8,1o, Dote 3/6/98 Contractor Drawn By D.W.M. Approved Dm. No. to of 27 io•- o• FISH=RvA\ LANE CG. 00 '°'+°' Typical 8'-0• u-) 0 U 0) 0 L 0_ +) L d +> 8'-0• io1-o• 10•-0' —121 -8' -- Typical 36,0003 -IS ER vA\ LA\ 1 CITY OF HASTIN0 ENGINEERING D EI \ss tt L Project 33rd STREET Pro;. Na. 1998-1 Description FISHERMAN LANE/JOINT PATTERN Design By D.W.M. Dote 3/6/98 Contractor Drawn By D.W.M. Approved Dm. No. to of 27 �s�ysatn aura,,,,,,, V'O®a m0( a DAVID 1. seo? itc): WACKER =�. E•5094 ;rrmgC GS: Zelfec _`'4,,FAF MESA*. 2+00 1+68.76 1+00 0+00 -1+00 -1+89,94 Type "C" - Detail of Tandem 56" Long Combination 2442 & 2443, style H Grate w/2445 Barrier Curb CDeeter or Equal) FRONT VIEW SIDE VIEW rout joint 1 8' ) 8' Lid t t ron Ring a Cover Deeter *1030 Cor equal) Varies 8' -8'- -"' 8' - 8' - -2'-21 � 0 Vertical/Horizontal Reinforcing No. 4 Rebar @ 12' D.C. Sta. 15+27,39 CL Fisherman Lane 1 1918.07 CL (ALJ 1918.21 TC 1917.71 FL 21 ' ssemb y of God Second Suadlivisio � '1917.78 _ TC 1917.28 FL NORTH Scale: 1"=20' 20' 40' BLOCK 3 61' /91e•So 1916.83 TC 1916.33 FL BUILD INLETS & JUNCTI❑N Description Side BIX Number II01'-6' Size Description 1 1.4meareste Bottom ft Depth 1 Rt. ' J.B. 3'-0' ' 0 8 1 8' ) 8' Lid t t ron Ring a Cover Deeter *1030 Cor equal) Varies 8' -8'- -"' 8' - 8' - -2'-21 � 0 Vertical/Horizontal Reinforcing No. 4 Rebar @ 12' D.C. Sta. 15+27,39 CL Fisherman Lane 1 1918.07 CL (ALJ 1918.21 TC 1917.71 FL 21 ' ssemb y of God Second Suadlivisio � '1917.78 _ TC 1917.28 FL NORTH Scale: 1"=20' 20' 40' BLOCK 3 61' /91e•So 1916.83 TC 1916.33 FL BUILD INLETS & JUNCTI❑N Description Side BIX Number Type Size Description Top or FL Bottom ft Depth 1 Rt. 4x4 J.B. 1915.86 1911.18 4.68 1 A 5x2 Inlet 1916.36 1913.94 2.42 2 C 5x7 Inlet 1916.36 1912.33 4.03 3 A 5x2 Inlet 1915.82 1913.38 2.44 4 C 5x7 Inlet 1915.82 1911.90 3.92 5 A 5x2 Inlet 1916.11 1913.02 3.09 6 C 5x7 Inlet 1916.11 1912.50 3.61 C, 000011917.64 CL Cram r 24' RCP 1.41% slope 11916.69 CL 1916.3 TC 1915.82 FL 3 1\-\-" 18' RCP Inlet #3 0 0 + 0 L 191190 2 60% slope 40'-6' 1916.11 FL 24' RCP 1.03% lope O 0 a 0 0 - CG !n • o ✓ 00 CU o EISHERVAN LANE Block 4 arron Me 128.76 Lot 11 t C/ down s Q U 1916.11 CL 53' 6 -...-..N�[ 1916.11 FL Q" 1916. TC \?) 3‘ Inlet #5 BUILD R.C.P. Description Side Size Length Slope Sta. 1+76 24' Plug Rt. 24' F.'ry4`R t4, .n .iY _.. r. End to Inlet #6 Rt. 24' 120' 1.41% Inlet #6 to JB #1 Rt. 24' 795' 1.037. JB #1 to Sta, -2+00 Rt. 30' 174' 0.37% Inlet #1 to Inlet #2 Lt. 18' 57' 2.83% Inlet #3 to Inlet #4 Rt. 18' 57' 2.60% Inlet #2 to JB #1 Lt,&Rt. 24' 53.5' 1.21% Inlet #4 to JB #1 Rt. 24' 27.5' 0.80% Inlet #5 to Inlet #6 Lt.&Rt. 18' 31' 1.67% 1916.3 FL 1916.8 TC 1916.56 CL 40'-6' 18' RCP 2.83% slope In J.B. #1 0) a 0 a 0 � 1 w al inlet #1 W cv v 3 Assembr y of God Second Subdivision BLOCK 4 Lot 1 149.93 1 o + d 0 kep rk Stab. BLOCK 4 Lot 5 100 1916.50 TC 1915.94 •TC 1915.74 TC 1915.59 TC 1916.00 FI 1915.44 FI191524 FL , 1915,09 CL Storm sewer continued on next page. 1915.94 CL 1916.00 CL 1916.00 FL 30' RCP 0.37% slope 11915.80 CL 11915.60 CL 36,0000 1915.45 CL 1916.50 TC 1916.136 FL 1916.886 TC Inlet #21 191 re 1 6 0 Cim 149.94 Lot 11 BLOCK 1 rron Me C� cows C� 150 Lot 9 BLOCK 3 kepark Sura /11\ 071Y OF H •1 \ l lila,.. IENGINEE/t' l \G DE 1.41fr O Project 33rd STREET Proj. No. 1998-1 Description Storm Sewer Design By D.W.M. Dote 3/20/98 Controctor Drown By D.W.M. 1920 1915 Inlet #2 1916.36 FL d E L 0) S In L J U v L d J .B, #1 915.86 Top Inlet #4 1915.82 FL 1910 4' 1912.33 fl 24" RCP @ p 0,80% slope L 1911,68 1911.68 L� 1911.90 ft 1911.18 ft RCP @ 1.217 slope Sta. -0+26 Inlet #3 1915.82 FL CL 33rd St Inlet #4 1915 82 FL Inlet #1 1916.36 FL CL 33rd St. Inlet #2 1916.36 FL 18' RCP @ 2,60- y P 1913 38 fl 1911.90 ft Inlet #5 1916.11 FL 18' RCP @ 283 e 1913.94 fl 912.33 ft v £ Inlet #6 1916.11 FL APPrOwitbi Dm. No. 7 of 27 DETAIL of.1920 ... ...... TANDEM' 56" LONG *COIMBINA.T TON 2442 and 2443 , S T YL:E H GRATE w/ 24745 BARRIER CURB peeter or :Equal) r-1•67% stop 1913.02 fl 1912.50 fl .'FRON T VIEW : .. . • Sta. 0+00, Rt, 40'-6" 1925 1920 1915 + L d +>c (A1_1_1 2.48% lope 1910 to rao_ Dc 0> D W CL Q z 0 D Z H (4 W X J 1J1,1 1914.19 f 24' RCP @ 1.41% slope 0.85% Slope Sta, 0+51 Inlet #6 1916,11 FL 0 0 0 d 0 J Sta. 0+00, Lt, 40'-6" J.B. #1 1' 915.86 Top 1 24' RCP @ 1.03% slope 1912.50 ft 1911.68 r 1, Station -0+51 0.40'/. slope Sta. 0+53.5 n W) 7 o O W r n o n W 0r 2+00 1+68.76 1+00 30' RCP @ 0.37% slope Ver fico/-/Hoc4ron/o/ •Reieriorcing ..No 4 Rebor 0 /2"4 191118 ft Sta. 1+68.76 to Sta. -1+89.94 Q) 0+00 xisting 10' 1/46 0" .-r water line 0 o tri r -1+00 0 1/40 la o\ -1+89.94 1910.54 fl 1915 1910 SIDE VIEW YaN Y Wig4... .. � �k ✓any ,sM•3.� &sL K 2^ fib. s3r a-1c:adl. 44-4S �'{e 4.➢.^".'Std'�+� -mak" f..+swi • F.'ry4`R t4, .n .iY _.. r. .�A.n - 4'P i s�.+�jxF^ G -, ..; _. . h 61-4 191118 ft Sta. 1+68.76 to Sta. -1+89.94 Q) 0+00 xisting 10' 1/46 0" .-r water line 0 o tri r -1+00 0 1/40 la o\ -1+89.94 1910.54 fl 1915 1910 SIDE VIEW 1925 1920 1915 1910 YaN Y Wig4... ..; _. . h .t _ L "w- e . . :•; • . F; ^tea 1 r . n .. 2-'e" ..3, 6n 1925 1920 1915 1910 -2+00 -3+00 -4+00 -5+00 -6+00 -7+00 BUILD INLETS & JUNCTI❑N BOX Number Type Size Description Top or FL Bottom fl Depth 7 C 5x7 Inlet 1914.04 1909.78 4.26 Lot 5 100' Lot 4 100' 0 7v i c ke a rk Sal BLOCK 4 Lot 3 93.02' Inlet #7 Omit curb/grate & replace ,with a concrete lid 8"x34"x76". Storm sewer continued from previous page. �C c 150' Lot 9 BLOCK 3 kep Co rk Sub. Lot 2 100' BUILD R.C.P. Description Side Size Length Slope Sta. -2+00 to -7+00 Rt. 30' 500' 0.37% Sta. -4+10.44 Rt. 18' 7.5' 0.37% Lakeshore Mil ? irc Lot 1 Lot 1 100' 30 \-18' RCP stub & plug 60' tt 2i 30' RCP PIS Future 18' RCP & Type 'C' Grate -Curb Inlet box Top Elevation =1914.04 & FL = 1909.78 110' Lot 21 NORTH Scale: 1"=20' o' 20' 4p' 60' VA\ LA\E 100' 98.6' Lot 22 Lot 23 BLOCK 5 kep Birk Sub 73.4' Storm sewer continued on next page. 53' Lot 2 i L e lore vi: Third Su,30 Co CI7PJ[ OF :FASTING:0, ENGINEERING DE Iwo 0 Project 33rd STREET Proj. No. 1998-1 Description Storm Sewer Design By D.W.M. Date 3/20/98 Contractor Drawn By D.W.M. Approvi By_ _ j Drn. No. of 7 1920 1915 1920 1910 1910.54 ft 1 1914Q4_tQQ _ 30' RCP @ 0.37% dope 1905 1 v 1909.78 fl 30' RCP. @. 0.377.: slope 1908.71 fl 1915 1910 1905 0 z 0 � ZLJ X J W W 0 0 0. 0 0 (U 0' 0 0 0 0' 'r 0 0 CU 0' 0 0 V 0' 0 0 0' 0 0 0' -2+00 -3+00 -4+00 -5+00 -6+00 -7+00 -6+00 -7+00 ke-alark Sub. BLOCK 4 Lot 1 100' L FISHERvA\ LA 98.6' Lot 23 BLOCK 5 ke rk Sub. \E 73.4' Lakes:lore VI_ "bird. Sub. Lot 1 53' Lot 2 -A keshore Third Sub. 70.69' Oft 73.79' Cot -8+00 -9+00 c3 NORTH Seale: 1"=20' 210' 40' 60' BUILD INLETS & Description BOX JUNCTIIN Number Type Size Description Top or FL Bottom ft Depth 2 6' Int. Curb 4x4 J.B. 1912.58 1908.29 4.29 BUILD R.C.P. Description Side Size Length Slope Sta, -7+00 to J.B. #2 Rt. 30' 117.04' 0.37% REMOVE 8, REPLACE 6" 47B PCC Description Side Size Type Remove Rt. 10 LF 6' Int. Curb Build Rt, 10 LF 6' Int. Curb Remove Rt. 70 sy 47B PCC Build Rt. 70 sy 47B PCC CITY OF HASTING,:sa ENGINEERING DE iv' 0 Project 33rd STREET Pro. No. 1998-1 Descilphon Storm Sewer Design By D.W.M. Date 3/20/98 Contractor Drown SY D.W.M. Approved Dm. No. of 2.7 1925 1920 1915 1910 1908.71 Pt Ix trn (RI : d (4 0 Existing concrete top elevation 1912.85 1908.29 ft z 0 0 Z 1--r LJUJ X. _I 0 a 0 0 nJ sk.'9e. • 0.1.4".1 DAVID L teji cn • WACKER I. E ‘...0 &SOSO :4;1 t • . • V #-'•-(1175; °see e -6+00 -7+00 -8+00 -9+00 2+00 1+00 0+00 -0+51 -1+00 -1+50 -1+89.94 LA NE 089 BUILD 6" 47B PCC Station Description Quantity -1+89.94 to -0+51 Concrete Slab 555.76 sy 0+51 to 1+68.76 Concrete Slab 471.04 sy -1+89.94 to -0+51 Integral Curb 277.88 LF 0+51 to 1+68.76 Integral Curb 235.52 LF -1+89.94 Header 36 LF 1+68.76 Header 36 LF Ti BLOCK 4 1938.22 TC 1937.99 TC 1937.72 FL 1937,49 FL Lot 1 128.76 underground electrical -P water 1938.08 CL 11937.85 CL TU. cu 0.1 3 1937.72 F1_11937.49 FL 1938.22 TC 1937.99 TC s_ -a c BL CK 3 Lot 2 60.00 3 11937.37 TC 19 TC 1.1936.87 FL 1936.27 FL <EPARCkJ 11937.23 CL CU 1936.87 FL 1937,37 TC 68.76 Lot 1 water 1936.63 CL 1936.63 FL 19 TC 0) 0) L +> 075 OL cp d -P (4 MH le -±1 1 1_1_1 v L 09 09 u-) L d water BLOCK 1 Lot 1 149.94 underground electrical 1936.88 TC 11936.18 TC 1935.47 TC 193.6.38 FL '1935.68 FL '1934.97 CL N N N 0 CO 6 in --, 1936.38 CL '1935.82 CL to 0 19.a.6.38 FL 1935.73 FL 7-----1117936.88 TC 117936.23 TC 79.94 Lot 2 BLOCK 2 1935.25 CL 0 11935.07 FL 1935.57 TC 70.00 Lot 1 d u c 3 0 934.90 TC 1934.40 FL 0.1 cu (6 1934.80 CL 1934.54 FL 1 1 150 water BLOCK 3 Lot 1 Existing Concrete 10) 1935.04 TC 83 Lot 8 BLOCK 2 CITY OF HAS_ -- _TING\ ENGINEERING DEM; 0 Project 33rd STREET Proj. No. 1998-1 Description Lakepark Lane/Plan Sc Profile Design By D.W.M. Dote 3/10/98 Contractor Drown By D.W.M. Approved By Dm. No. )0 of 27 1945 0) L 0_ co \r) U) 1940 73 uJ d 1-> 1935 d +) (4 d +> (4 +) Qi Oi L (4 73 L co _J 1945 1940 1935 2+00 to co N as co N as 1+00 co co 1/46 co (\J Q 11) C9 0 0+00 -0+51 -1+00 -1+50 -1+89.94 L.J 0 0 0 z 0 1-1 LLI UJ 01-1 ZF- 1- (4 XJ LA Li u h N -BOJ O 10 L + 0 75 d • +' d W (/) +> 810. 3G,0 000 LA { E PA R { LA E —11'-9'-- 8'-0' 101-0' 3 G. 00 J LP K E D A LA \E u 0 L 0_ -I-' L d +' CITY OF HAlSrdl�k� ENGINEERING \s. DE1'41fr O Project 33rd STREET P °1' No. 1998-1 Desc"puon Lakepark Lane/Joint Pattern Design By D.W.M. Date 3/11/98 Contractor Drawn By D.W.M. Approved By Dm. No. II of 2,7