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08-5202 LINEAR PARK - W E STREET R.O.W. IMPROVEMENT
Planning Department / Engineering Division CLP Project No. 2008-5202 HARRIS COUNTY KEY MAP: 580-B,C Not to Scale LOCATION MAP 2008-5202 SHEET 1 OF 8 SHEET TITLE SHEET INDEX NO. SHEET Ron Bottoms CITY MANAGER Louis Ribgy Tommy Moser Howard Ebow Chuck Engelken Mike Mosteit COUNCIL Alton E. Porter MAYOR Mike Clausen INSET Barry Beasley 1 COVER SHEET 3 Georgia A. Malone LINEAR PARK WEST "E" STREET R.O.W. IMPROVEMENT 7TH STREET TO 5TH STREET 2ND STREET TO 5TH STREET 4 5 SIDEWALK DETAILS 2 OVERALL LAYOUT BENCHMARK NOTE: LPSM #28: 682,541.65N; 3,262,696.96E; ELEVATIONS 1978 ADJUSTMENT NGS SEA LEVEL DATUM OF 1929, ELEVATION: 22.38 6 SWP3 DETAIL 7 CULVERT DETAIL 8 TRAFFIC CONTROL DETAIL REMOVE DEBRIS NORTH 7TH STREET NORTH 5TH STREET NORTH 8TH STREET WEST MADISON STREET WEST "E" STREET (R.O.W.) NORTH 4TH STREET NORTH 3RD STREET NORTH 2ND STREET NORTH 8TH STREET BLOCK 101 BLOCK 102 BLOCK 103 BLOCK 104 BLOCK 105 BLOCK 106 BLOCK 329 BLOCK 330 BLOCK 331 BLOCK 332 BLOCK 333 BLOCK 334 BLOCK 88 BLOCK 87 BLOCK 89 BLOCK 92 BLOCK 91 BLOCK 90 PROP. 220 LF 6' CONC. SIDEWALK PROP. 220 LF 6' CONC. SIDEWALK PROP. BENCH, WATER FOUNTAIN PROP. 400 LF 6' CONC. SIDEWALK WEST MADISON STREET NORTH 6TH STREET PROP. 350 LF 6' CONC. SIDEWALK PROP. 266 LF 6' CONC. SIDEWALK WEST "E" STREET (R.O.W.) WEST "E" STREET (R.O.W.) WEST "E" STREET (R.O.W.) WEST "E" STREET (R.O.W.) PROP. 266 LF 6' CONC. SIDEWALK PROP. 266 LF 6' CONC. SIDEWALK BLOCK 102 BLOCK 103 BLOCK 103 BLOCK 104 BLOCK 106 REMOVE EXISTING 4' SIDEWALK, REPLACE WITH 266 LF 6' WIDE CONC SIDEWALK WEST 7TH ST. PAVEMENT WEST 2ND ST. PAVEMENT 19.80 NORTH 7TH STREET NORTH 5TH STREET NORTH 8TH STREET BLOCK 101 BLOCK 102 BLOCK 103 BLOCK 332 BLOCK 333 BLOCK 334 BLOCK 90 BLOCK 91 BLOCK 92 PROP. 220 LF 6' CONC. SIDEWALK PROP. 220 LF 6' CONC. SIDEWALK PROP. 400 LF 6' CONC. SIDEWALK WEST MADISON STREET NORTH 6TH STREET PROP. 350 LF 6' CONC. SIDEWALK PROP. 266 LF 6' CONC. SIDEWALK WEST "E" STREET (R.O.W.) WEST "E" STREET (R.O.W.) BLOCK 102 BLOCK 103 BLOCK 103 BLOCK 104 REMOVE EXISTING 4' SIDEWALK, REPLACE WITH 266 LF 6' WIDE CONC SIDEWALK WEST 7TH ST. PAVEMENT 20.50 BRIDGE OVER GUTTER PROP. BENCH 20.00 19.88 19.80 19.68 19.80 19.68 19.80 19.68 20.00 19.88 20.22 20.10 20.10 20.22 19.88 20.00 20.00 19.88 20.00 19.88 20.00 20.38 20.50 REMOVE DEBRIS WEST MADISON STREET WEST "E" STREET (R.O.W.) NORTH 4TH STREET NORTH 3RD STREET NORTH 2ND STREET BLOCK 104 BLOCK 105 BLOCK 106 BLOCK 107 BLOCK 328 BLOCK 329 BLOCK 330 BLOCK 331 BLOCK 87 BLOCK 88 BLOCK 89 PROP. BENCH, WATER FOUNTAIN WEST "E" STREET (R.O.W.) WEST "E" STREET (R.O.W.) WEST "E" STREET (R.O PROP. 266 LF 6' CONC. SIDEWALK PROP. 266 LF 6' CONC. SIDEWALK BLOCK 106 WEST 2ND ST. PAVEMENT 20.40 19.20 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.38 20.38 20.28 20.40 20.28 20.40 20.40 20.28 FND. 1 2 " I.P. 016'5 5+&'9#.-'.'8#6+105#0&)4#&'5#4'61$'5'651#561#..19215+6+8'&4#+0#)' 4'+0(14%+0)56''.5*#..$'0'9$+..'6+06'4/'&+#6' )4#&'&'(14/'&$#4561%10(14/61#56/#Ä)4#&' .#2%106$#45.10)#652.+%'5:&+#/'6'4 %10%4'6'5*#..$'%74'&9+6*9#6'414%74+0)%1/2170& 24'2#4'57$)4#&'6170+(14/%1/2#%6+10#0&)4#&'(+../#6'4+#. 564+28')'6#6+10#0&4'/18'14)#0+%&'$4+5#/+0+/7/1( +(4'37+4'&5*#..$'2.#%'&+0.+(65/#:+/7/#0&%1/2#%6'&61 56#0&&'05+6;#6 61 1(126+/7//1+5674'+0#%%14�%'9+6* #56/&57$)4#&'5*#..$'70+(14/#0&5*#..016$'/14'6*#0 Ä6*'4'37+4'&'.'8#6+102411(41..57$)4#&'9+6*#22418'&41..'4 016+(;'0)+0''4*174524+14612411(41..+0) 5#0&$'&&+0)5*#..$'%.'#0$#0-5#0&(4''1(%.#;1416*'4&'.'6'4+175 /#6'4+#.5%1/2#%66156#0&&'05+6;#6126+/7//1+5674'+0 #%%14�%'9+6*#56/& +65*#..$'6*'%1064#%61454'52105+$+.+6;61/#+06#+02412'4$#44+%#&'5 #0&9#40+0)&'8+%'5 5*#..$'4'52105+$.'(14#0;%156+0%744'&&7'61#(#+.'&6'56 /#6'4+#.6'56+0)#0&$'4'52105+$.'(146*'%1566*'%1064#%614 6*'%+6;1(.C2146'5*#..5'.'%6#)'16'%*0+%#.(+4/61%10&7%6 %105647%6+1056#-+0)5*#..$'6*'%+6;54'52105+$+.+6; /'6'45/#;$'1$6#+0'%+6;*#.. %105647%6+109#6'4/'6'4510.;5*#..$'75'&611$6#+0%105647%6+109#6'4 %1064#%6145*#..$'4'52105+$.'612418+&'%105647%6+109#6'4%+6;1(.C2146' #4'#*174524+1461%105647%6+106'.'2*10'07/$'4 Ä %106#%66*'76+.+6;%114&+0#6+0)%1//+66''(146*'*175610/'64121.+6#0 24+1461%105647%6+10#6Ä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Ä51&+(4'37+4'&5*#..$'5#/'#5#&,#%'0651& 9#6'4+0)1(51& #%%'26#$.'4116)4196**#5$''0#66#+0'& 9+0&514$.1%-5Ä+(4'37+4'&5*#..$'+056#..'&+0#%%14�%'9+6* 6*'/#07(#%674'54'%1//'0+10 #..':%#8#6'&/#6'4+#.55*#..016$'56#)'&9*'4'8'*+%.'64#((+%+51$5647%6'& ':+56+0) 5+&'9#.-5+&'9#.- ':+56+0) 24125#9%76(7..&'26* 6" 6.0' 6.0' 6.0' 6.0' 6.0' LA PORTE. TEXAS, 77571 604 W. FAIRMONT PKWY. 281-471-5020; FAX: 281-470-5005 CITY OF LA PORTE PLANNING DEPT.ENGINEERING DIV. SW3P DETAILS AND CURVE DATA LINEAR PARK WEST "E" STREET 80' R.O.W. 8#4+'5 61 (41/41961$#%-1( %74$&4+8'9#; #2241#%*5*#..$' 4'+0(14%'&%10%4'6' 5#%-25+9+6* $#45"1%'9 6+'Ä+0616*'':+56564''6 28/65*#..$'&10'$; &19'.+0)+0+061"1% ':+56$#%-1(%74$ &4+8'9#;5*#..$' 4'+0(14%'&%10%4'6' 5#%-25+9+6* $#45"1%'9 (41/419+061*1/'190'45 2412'46; 2412':2#05+10,1+06"419 14#5&+4'%6'&$;6*''0)+0''4 8#4+'5 -';'&,1+06 $+67/+0175,1+065'#.'4 Ä 4 1-1/2" 4 ':2#05+10,1+06 6;2 #6'9 #6'9 6;2 ':2#05+10%#2 %1064#%6+10,1+06 %105647%6+10,1+06 &4+8'9#;4'2.#%'/'06&'6#+. 016615%#.' 2412':2#05+10,1+065 2412':2#05+10,1+06 24125#9%76 28/6(7..&'26* 016615%#.' 016615%#.' 016615%#.' 5'%6+10#Ä# 6*+55'%6+10+56;2+%#.1(#..4#/25 #0':+56+0)&4+8'9#;5 #6#..2.#%'54#/2#$765 ':+56+0)2#8'/'0614 5+&'9#.- ':2#05+10,1+06 ':2#05+10,1+06 14"1%'9 14"1%'9 (65.12'/#:+/7/ 016615%#.' 6;2%4155Ä5'%6+101(5+&'9#.- "1%'9 9+6*$#45"1%'914 5#%-%;25+&#; 4'+0(14%'&%10%4'6' Ä5'.'%6(+..$'&&+0) 6;2 ':+56+0) 5+&'9#.- 4#& /#:5.12' 6;2 /#: /+0 6;2'$4#/2 2412%74$':2#05+10,1+06 $4+%-56;.' +/24+06'&%10%4'6' 4'&911&':2#05+10,1+06 6;2+%#. ':+56+0) %10%%74$ &19'.5$#41% &19'.5 6;2 14$#41% 6;2 2412':2#05+10,1+06"5+&'9#.- &19'. ':+56%10% &19'. ':+56%10% DOWEL #..':+56+0)%10%4'6'5*#..$'&4+..'�&(+66'&9+6*&19'.5149+6*FKCOGVGT &19'. ':+56%10% 4 6;2 2#+06#0&)4'#5'6*+5*#.( &19'.#6%% &+#Z.)5/116* &19'. ':+56%10% 016615%#.' #0&&;'&$74064'& 016615%#.' 016615%#.' 8.0' 3.0' (TYP.) 4.0' (TYP.) 6" (TYP.) # # 5'%6+10#Ä# 016615%#.' 3/8" BITUMINOUS JOINT SEALER EXIST. CONC. EXIST. CONC. TYPICAL 14" LQ 1 2" SMOOTH DOWEL WITH PLASTIC SHEETH @ 10" CENTER. UOQQVJFQYGNURNCUVKEUNGGXGCVUNKRGPFVQDGGODGFGFKPGZKUVKPIEQPETGVGYKVJTGOCKPKPI GZRQUGFVQTGEGKXGPGYEQPETGVGFQYGNUFQPQVJCXGVQDGVKGFVQUVGGNKPHQTOU TGDCTCVQEQT"QE LA PORTE. TEXAS, 77571 604 W. FAIRMONT PKWY. 281-471-5020; FAX: 281-470-5005 CITY OF LA PORTE PLANNING DEPT.ENGINEERING DIV. SIDEWALK DETAILS LINEAR PARK WEST "E" STREET 80' R.O.W. FND. 5 8" I.R. BL PROP. BENCH STA. 0+00 STA. 0+77 13+33, LT 39' 14+03, LT 21' 19+00 CURVE "M" PC = STA. 19+51, LT 8' PT = STA. 19+67, LT 3' CURVE "N" PC = STA. 20+33 PT = STA. 20+49, LT 2' CURVE "O" PC = STA. 19+51, LT 8' PT = STA. 19+67, RT 3' 20+00 CURVE "P" PC = STA. 20+55, RT 7' PT = STA. 20+73, RT 14' CURVE "Q" PC = STA. 21+65, RT 12' PT = STA. 22+16, LT 3' 21+00 22+00 23+00 24+00 25+00 CURVE "T" PC = STA. 25+93, LT 1' PT = STA. 26+21, LT 4' 26+00 CURVE "R" PC = STA. 22+16, LT 3' PT = STA. 22+69, LT 18' CURVE "S" PC = STA. 25+16, LT 17' PT = STA. 25+45, LT 13' 20.50 20.50 20.50 WALK-STRIPING ACROSS PAVEMENT BY CLP WALK-STRIPING ACROSS PAVEMENT BY CLP 20.38 20.50 20.40 20.50 10 LF 18" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH 10 LF 18" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH 10 LF 18" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. 10 LF 18" HDPE DITCH INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH END DESIGN BASELINE, END PROJECT AT 2ND ST. C.L. R.O.W., STA. 26+97 PROP. BENCH 20.50 SCALE: 1"=30' LA PORTE. TEXAS, 77571 604 W. FAIRMONT PKWY. 281-471-5020; FAX: 281-470-5005 CITY OF LA PORTE PLANNING DEPT.ENGINEERING DIV. LINEAR PARK WEST "E" STREET 80' R.O.W. 5TH STREET TO 2ND STREET MATCHLINE 19.68 19.68 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 19.88 20.00 19.88 20.00 20.38 20.50 19.88 20.00 19.88 20.00 19.88 20.00 19.88 20.00 20.38 20.50 20.38 20.50 19.88 20.00 19.88 20.00 20.38 20.50 20.38 20.50 FND. PINCHED 5 8" I.P. 10 LF 24" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH FND. 5 8" I.R. BL 20.38 20.50 20.38 20.50 PROP. BENCH, WATER FOUNTAIN FND. 5 8" I.R. CURVE "A" PC = STA. 0+65, PT = STA. 1+01, RT 7' CURVE "B" PC = STA. 1+01, RT 7' PT = STA. 1+68, RT 8' 1+00 2+00 EP STA. 2+60, LT 10' CURVE "D" PC = STA. 3+70, LT 10' PT = STA. 4+10, LT 1' 3+00 4+00 5+00 CURVE "E" PC = STA. 4+21, RT 3' PT = STA. 4+44, RT 2' CURVE "F" PC = STA. 4+59, LT 8' PT = STA. 5+00, LT 6' 6+00 CURVE "G" PC = STA. 5+04, RT 8' PT = STA. 5+19, RT 13' CURVE "H" PC = STA. 6+21, RT 13' PT = STA.6+66, RT 22' CURVE "I" PC = STA. 10+43, RT 22' PT = STA.10+48, RT 39' 7+00 8+00 9+00 10+00 11+00 12+00 13+00 CURVE "J" PC = STA. 13+33, LT 39' PT = STA.14+03, LT 21' 14+00 15+00 16+00 17+00 18+00 CURVE "K" PC = STA. 17+00, RT 21' PT = STA. 20+00, RT 20' CURVE "L" PC = STA. 18+20, RT 20' PT = STA. 18+73, RT 8' 20.00 CURVE "C" PC = STA. 2+01, LT 3' PT = STA. 2+36, LT 10' BEGIN DESIGN BASELINE, C.L. R.O.W., STA. 0+00 10 LF 15" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH 10 LF 18" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH 10 LF 15" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH WALK-STRIPING ACROSS PAVEMENT BY CLP EP STA. 2+60, LT 10' SCALE: 1"=30' LA PORTE. TEXAS, 77571 604 W. FAIRMONT PKWY. 281-471-5020; FAX: 281-470-5005 CITY OF LA PORTE PLANNING DEPT.ENGINEERING DIV. LINEAR PARK WEST "E" STREET 80' R.O.W. 8TH STREET TO 5TH STREET MATCHLINE 19.68 19.68 20.50 19.20 BRIDGE OVER GUTTER PROP. BENCH 20.00 19.88 19.80 19.68 19.80 19.68 19.80 19.68 20.00 19.88 20.22 20.10 20.10 20.22 19.88 20.00 20.00 19.88 20.00 19.88 20.00 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 19.88 20.00 19.88 20.00 20.38 20.50 19.88 20.00 19.88 20.00 19.88 20.00 19.88 20.00 20.38 20.50 20.38 20.50 19.88 20.00 19.88 20.00 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.50 20.38 20.50 20.38 20.50 20.38 20.50 20.38 20.38 20.38 20.28 20.40 20.28 20.40 20.40 20.28 FND. PINCHED 5 8" I.P. FND. 1 2 " I.P. FND. 5 8" I.R. 10 LF 24" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH FND. 5 8" I.R. BL BL 20.38 20.50 20.38 20.50 PROP. BENCH, WATER FOUNTAIN PROP. BENCH FND. 5 8" I.R. STA. 0+00 STA. 0+77 CURVE "A" PC = STA. 0+65, PT = STA. 1+01, RT 7' CURVE "B" PC = STA. 1+01, RT 7' PT = STA. 1+68, RT 8' 1+00 2+00 EP STA. 2+60, LT 10' CURVE "D" PC = STA. 3+70, LT 10' PT = STA. 4+10, LT 1' 3+00 4+00 5+00 CURVE "E" PC = STA. 4+21, RT 3' PT = STA. 4+44, RT 2' CURVE "F" PC = STA. 4+59, LT 8' PT = STA. 5+00, LT 6' 6+00 CURVE "G" PC = STA. 5+04, RT 8' PT = STA. 5+19, RT 13' CURVE "H" PC = STA. 6+21, RT 13' PT = STA.6+66, RT 22' CURVE "I" PC = STA. 10+43, RT 22' PT = STA.10+48, RT 39' 7+00 8+00 9+00 10+00 11+00 12+00 13+00 CURVE "J" PC = STA. 13+33, LT 39' PT = STA.14+03, LT 21' 14+00 15+00 16+00 17+00 18+00 CURVE "K" PC = STA. 17+00, RT 21' PT = STA. 20+00, RT 20' CURVE "L" PC = STA. 18+20, RT 20' PT = STA. 18+73, RT 8' 19+00 CURVE "M" PC = STA. 19+51, LT 8' PT = STA. 19+67, LT 3' CURVE "N" PC = STA. 20+33 PT = STA. 20+49, LT 2' CURVE "O" PC = STA. 19+51, LT 8' PT = STA. 19+67, RT 3' 20+00 CURVE "P" PC = STA. 20+55, RT 7' PT = STA. 20+73, RT 14' CURVE "Q" PC = STA. 21+65, RT 12' PT = STA. 22+16, LT 3' 21+00 22+00 23+00 24+00 25+00 CURVE "T" PC = STA. 25+93, LT 1' PT = STA. 26+21, LT 4' 26+00 CURVE "R" PC = STA. 22+16, LT 3' PT = STA. 22+69, LT 18' CURVE "S" PC = STA. 25+16, LT 17' PT = STA. 25+45, LT 13' 20.00 20.50 20.50 20.50 WALK-STRIPING ACROSS PAVEMENT BY CLP WALK-STRIPING ACROSS PAVEMENT BY CLP CURVE "C" PC = STA. 2+01, LT 3' PT = STA. 2+36, LT 10' 20.38 20.50 20.40 20.50 BEGIN DESIGN BASELINE, C.L. R.O.W., STA. 0+00 10 LF 15" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH 10 LF 18" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH 10 LF 18" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH 10 LF 18" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH 10 LF 18" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. 10 LF 18" HDPE DITCH INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH 10 LF 15" HDPE INVERT EL. TO MATCH WITH FLOWLINE OF EXIST. DITCH END DESIGN BASELINE, END PROJECT AT 2ND ST. C.L. R.O.W., STA. 26+97 PROP. BENCH WALK-STRIPING ACROSS PAVEMENT BY CLP EP STA. 2+60, LT 10' 20.50 LA PORTE. TEXAS, 77571 604 W. FAIRMONT PKWY. 281-471-5020; FAX: 281-470-5005 CITY OF LA PORTE PLANNING DEPT.ENGINEERING DIV. LINEAR PARK WEST "E" STREET 80' R.O.W. OVERALL SCALE: 1"=60' 19.68 19.68 6.0' 6.0' 6.0' 6.0' 6.0'