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Home My WebLink AboutPD1998-32+00 3+00 4+00 5+00 6+00 7+00 BUILD INLET Number Type Size Description Top or FL Bottom fl Depth 1 D 7.5x2 Inlet 1914.43 1910.00 4.43 Lot 5 100' - water - 1'1915.75 TC_ _ _ 1I1915.50 TC 11915.25 FL "" - -""-11915.00. FL N 11915.61 CL Lot 4 100' 0 C a J L-151 0.0 N3 +tn CO Dl J o(4_ +' (Ac) 11915.33 TC1915.23 TC '914.83 FL -[1914.73 FL N CU CU CP#4, 1/ ' rebar N=389.7 E=-30.06 Z=1915.0 x water - -1 4-cbw-lo,i rJa- e--- aters 1915.14 TC 191$.05 TC 1914.93 TC1914.73 TC 1914.64 FL 1914.55 FL t ,1914.43 F _ _L ].914.3 F`L I 1-- J N N 1 N N N $. N cis kep c rk Sub. BLOCK 4 Lot 3 93.02' 11915.36 CL 11915.19 CL [1915.09 CT -1'915.0015.00 C1_11914.91 CL N N 11915.75 TC 11915.50 TC 191483, TC [1914.73 FL 150' Lot 9 gas BLOCK 3 kepark Su 3o N I N N 1914.64_ FL[191'I4.55 FL I 1914.43 FL.. 1914.93 TC Lot 2 100' BUILD R.C.P. Description Side Size Length Slope Sta. 4+10.44 Rt. 18' 21.5' 0.83% CP#6, hub w/tack N=586.67 E=-29.96 Z=1913.78 11914.47 TC [1914.22 TC 11913.96 TC 1913.97 FL 1913.72 FL 111913.46 FL N N N N 11914.59 CL N 1914.33 CL [ 1914.08 CL EISHERMA 1914.23 FL 1913.97 FL 1914.73 TC 11914.47 TC lib Build 18' RCP & Type 'D' Grate -Curb Inlet box Top Elevation =1914.43 & FL = 1910.00, See Pre ious Sheet. CP#5, 1/2' rebar N=400.51 E=29.93 Lot 21 Z=1915.55 gas \NLA\E Lot 1 100' 1913.82 CL60 N -..- ,.. 1913.46 FL 1914.22 TC 11913.96 TC toter CI keshore vi: Mira Sub. Lot 1 73.4' 1913.71 TC 1913.95 FL 45 TC 1913.21 FL 1912 [1913.57 CL 3 11913.31 CL N V_ 1913.21 FL 1913.05 FL 1913.71 TC 1913.55 TC 20' NORTH Scale: 1"=20' 20' 13' C• 100' Lot 22 BLOCK 5 kep ark Sub. 98.6' Lot 23 gas - CP#7, 1/2' reba N=709.15 E=29.93 Z=1913.55 NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER 53' Lot 2 cat - 1akeshore vier Third. Sub. c (r CITY OF HAWING1 �^ ENGINEERING DE1'41fr �.J Project Fisherman Lane Proj. No. 1998-3 DescApuon Paving and Grades Design By D.W.M. Dote 7/22/98 Contractor Drawn By D.W.M. Approved 8y Dm. No. 2 of 6 1915 1920 Sta 2+50 1909.70 Existing FL J [ 18' RCP 1910.00 FL 1910 0.83% slope Sta, 4+11.01 Sta; • 7+00 SCALE: HORIZ.: 1" = 20' VERT.: 1" = 5' 1920 1915 1910 0.51% Slope 1915 Existing Storm Sewer Not On This Project 1905 -c 0.51 % Slope TiF 1910 1910.00 FL Existing Storm Sewer This Project Not On 1905 (0 :z o.0 z -I- I-.> - UJ X:J W W 1915.00 Sta. 3+69.94 1914.79 PI m to 0" 0 0 m 0 0 CU m m m 0' 0 0 0 m 0 0 (U m 0 0 m N C', 0' 0 0 :6\1• 11 2+00 3+00 4+00 5+00 6+00 7+00 (n Z A o W1- (n 1- o -cr > 0> o W a_' J d W z 0 0 Z =¢ ( -- 1-1 - t,1 X J W W cirami *44,44,_ 0+00 1+00 1+89.94 2+50 Type "D" - Detail of Tandem 84" Long Combination 2442,2443 & 2444 style H Grate w/2445 Barrier Curb CDeeter or Equal) and Bituminus Coated FRONT VIEW -Seal joints 2, 2'X2'X 1/2' steel tubes, 36' long 7 6 SIDE VIEW 1/40 ;I Er - ar a Varies 8' —8' Vertical/Horizontal Reinforcing No. 4 Rebar @ 12' O.C. 20' NORTH Scale: 1"=20' 0' 1 2,0' 4p' 610' electrical gas — J_ L Assemivj of God Second Subdivision BLOCK 3 l water F EISHERVA\ LA\E J Ci electrical gos - Block 4 rron Me F 128.76 Lot 11 or lows I- 'X' on north L bonnett bolt on Fl-ron -sr. corner of 33rd and Fisherman. Elevation 1918.56 0 — electrical 905 CP#1, 1/2' iron pipe N=39.98 E=-30.02 Z=1916.27 ' PN�e1e water AssemKy of God Second Su division BLOCK 4 Lot 1 149.93 water electrical electrical gas 149.94 Lot 11 BLOCK 1 F F G' 1- V J ke CP#2, 1/2' rebar N=189.93 E=-30.02 Z=1915.14 water { rk Su30 BLOCK 4 Lot 5 100 191t06 TC 1916.01 TC 191.56 FL 1915.51•FL I N • N .o n 191' .85 CL 1915.81 CL N N I N co 195.53 FL 1915.48 FL 1403 TC 1915.98 TC Cimarron Me oft down r 905 water 1915.75 TC 1915.25 FL N N 11915,61 CL cu 1915.25 FL 1915.75 TC CP#3, 1/2' rebar 150 N=190.60 E=30.13 Z=1916.46 L Lot 9 BLOCK 3 kepa Su20 an OF HASTINY ;E ENGINEERING IkEPT. 0 Project Fisherman Lane Proj. No. 1998-3 Description Paving and Grades Design By D.W.M. Dote 7/10/98 Contractor Drown By D.W.M. 1920 1915 1910 *mod BY Dm. No. 1 of 6 1920 SCALE HORIZ VERT.: 1" = 20' 1"= 5' 1915 1910 1925 U 0, 0 L cL 1920 1915 v m ac co d +' Sta. 2+50 1925 1920 2.48% Slope ---- 025% Slope 915.86 Top 1910 to 2 w� Q 0> ow d' 0_ w In z l7 O0 Z I— j'-'— /n > Xw X 11 Id lI 0.40'/. slope 0.51% slope 1915 J op o5 a' If) 03 a' 0' 1/415 a' 1/46 .-r So a' ---Existing 10' 1/46 m water line Existing Storm Sewer This Project Not On so m z RI O Id 0 IQ aw aw co n 05 O" sO so 0' V) z t� Z i - F N > X J , ;C��sggOpOpp Q�weewopmO aEttarA OO°� DAVID L oma+t S2° WACKER Ca: w+ ... E-5090 ,• 3y w: Pia tls w3/4io 5-99, onG'' 'o•., QF /v /t, 0, 0+00 1+00 1+89.94 6+00 kepark Sub. BLOCK 4 Lot 1 100' – water – 7+00 73.4' 7+59.95 PT keshore Vi ir.21aird. Sub 11913.45 TC 1912.95 FL N Lot 1 70.69' — toter 1913.19 TCI 11913.31 CLG N F-ISHERNA\ LA\E 1913.05 FL I1912,89 F I 1912.86FL 1913.55 TC 1913.39 TO 1912,69 FL' 1913,15 TC�\� 8+00 1912,65 FL — 11912.94 TC 1 12.44 FL N co N (L \4. 0.1 n \ 3 CL 1913,36 TC 1912,73 k 1913.23 TC N al 3-6 1913.09 Cd 41913,06 CL N N 98.6' Lot 23 BLOCK 5 kep C� { rk SU30 -- gas — 53' CP#7, 1/2' rebar N=709.15 E=29.93 Z=1913,55 got Lot 2 keshore Vie v- hir Sub. 73.79' 8+27.2 "x a I i I / / r 1`80 TC 1912,0 FL I `'MH `lI erf >4 1912,84 CL –1i 11912.64 FL 0134,4 TC `tatft 3, y � A �� gas ' �I � —r—T-- gas -- Lcl v CIF MR / 9+00 /j^J p,„ i?) K<\ -1 --------- 21 NORTH Scale: 1"=20' 9' 20' 40' -___---_--__ ------------------- 610' A CDT OFHAS IIING ENGJNEEP 1\G DIE file 0 Project Fisherman Lane Proj. No. 1998-3 Description Paving and Grades Design By D.W.M. Dote 7/22/98 Controctor Drown EN D.W.M. 1925 1920 SCALE: HORIZ.: VERT.: 1 APPravaE/WV " = 20' 3 of 6 1915 0.51 % Slope 1910 Existing concrete top elevation 1912,84 Existing Storm Sewer Not On This Project 03 z as W r-. O C d .> ow CE d W 6+00 0 0 C1' 7+00 Os 0 CT) 1913.06 PT 0 0 CU Cn 8+00 1912.84 Existing 9+00 ao. µrCrurq/,q St. fE�S�Q ,fr ` tetea000e °../e . •e en°lf ..1 DAVID L ° et. WACKER 9 E-5050 aaa me 0 0 1+89.94 u CI) 0 L 0_ L () 12' —Typical 3+00 12' `Typical 10 0' Sta. 3+32.51 Radius Point 0 10 10' 4+00 5+00 6+00 7+00 10' 1 12' i ypical 1 Sta. 4+08,51 Radius Point 20 C o_ c 7+00 7+58.95 PI 8+00 8+27.2 12' Typical 00 12' 'Typical A ENCI YOFHAIsT�INasa (GINEIE1�TG DEiewv. U Project FISHERMAN LANE Leisure Lane to North Shore Dr. Proj. No. 1998-3 Description Construction Joints Design By D.W.M. Date 10/27/98 O 27 98 Controctor Drown By Approved Dm. No. 4 of 6