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HomeMy WebLinkAbout0495.93.15ni l rn �i c 0 ZE C) v vL i NEW TYPE 1 CURB I f; I i I NEW TYPE I CUOB I I I, X44 N 3680.03 E 5038.88 N 88 °45' 17" E 5' CONC. 45' BLDG. SETBACK -; _ _ 34 WA- K-- 36 . o, 35 38 37 a -- - N 3708.17 E 6555.62 NOTE: ALL DIMENSIONS AND COORDINATES ARE TO BACK OF CURB WHERE APPLICABLE, RADII OF 5' OR LESS COORDINATES ARE TO THE CENTER POINT OF RADIUS, 1 40 39 s� P I 42 , 41 - ° - - - - - - n - - ° 0 250 253 Sri NOTE: 43 ° - - - - - m - - - - - - - -- - ,- - - - - -- o SEE OFFSITE CONSTRUCTION DRAWINGS - - - - - -- - q _ - - - - -- - - - - - -- - uo J FOR OLD MERIDIAN STREET RIGHT -OF -WAY ------- - - - - -- - M - - - - - - 252 I IMPROVEMENTS 249 ?51. inlm Y J 'Q I O U f I PROPOS SIGNAL 11 :x,216 224 150 153 F_ZZ2 FLI, 27'_ 222 11223 220 218 1!219 Sri' � • ® •s 1 146 16 17 3•R 149 145- 15 % 142 1 s - i 13/4" Q - d U CJ z 4 Q 4 d 4 d a (.D u- d d 4 � 4 4 L - - - -- - - -- ' -- - ---I- 24" _ CURB AT DRIVE ENTRANCE (TYPE 1) N TS NOTE: EXPANSION JOINTS REQUIRED AT 50' MAXIMUM SPACING OR AT ALL BUTT JOINTS TO EXISTING CONCRETE, CURB RETURNS. 6" 5" �1" R. 1/4- R. o r•- 13" POSITIVE co 1 1/2" R. 1 /4" R. CURB -o- 13 3/4" NEGATIVE o "' CURB a ^» P,S,I. CONCRETE 24" *DIMENSIONS REVERSED FOR NEGATIVE SLOPED CURB CONCRETE CURB AND GUTTER N TS I 12„ t z 1 2 3 4 5 (� ) SUBGRADE COMPACTION 16 154 157 14 ' p`, i 162 5 143 / f { 144 `�? mac®, (2i ITEM 903 , NO. 53 AGGREGATE BASE (8" COURSE L.D,)& STAKIN�c,�PAVEMENT LEGEND (10 COURSE H.D.) INCLUDING UNDER AND 1 BEYOND CURB l ` 1156 ITEM 408 - BITUMINOUS PRIME COAT APPLIED 163 '164 155 - 1 1 8 - / INDICATES HEAVY DUTY PAVEMENT 0 0,25 -0.80 GAL /SY. AS CONDITIONS REQUIRE. 1 0 ITEM 403 N ASPHALTIC CONCRETE, NO 8 BINDER MIX AND /OR A NO 5 BASE MIX(2" COURSE L,D,) &(3" COURSE H,D.) SEE T ICAL ISLAND 3'R 141 ?37 / v INDICATES CONCRETE PAVEMENT DETAIL N THIS SHEET 134 14 °o 5O ITEM 409 N TACK COAT ® 0.03 -0,08 GAL /SY AS CONDITIONS REQUIRE. ff 6 ITEM 403 N ASPHALTIC CONCRETE, 1" COURSE, NO 9 OR 135 136 13 ,, STRIPED ISLAND NO 11 SURFACE MIX. NOTES: 158 161 N / 1) ALL ITEM NUMBERS REFER TO STATE OF INDIANA 12 /, ' DEPARTMENT OF TRANSPORTATION. CONSTRUCTION 11 0 CURB AND MATERIALS SPECIFICATIONS, LATEST EDITION. 129 _ Qj ~� / A INDICATES HANDICAP RAMP 2) CONTRACTOR SHALL SUBMIT A MIX DESIGN FOR ENGINEERING 159 J160 3'R 133 �� REVIEW AND RECEIVE APPROVAL PRIOR TO PAVING. CURB��rL 1 I 59 9.23 I, X44 N 3680.03 E 5038.88 N 88 °45' 17" E 5' CONC. 45' BLDG. SETBACK -; _ _ 34 WA- K-- 36 . o, 35 38 37 a -- - N 3708.17 E 6555.62 NOTE: ALL DIMENSIONS AND COORDINATES ARE TO BACK OF CURB WHERE APPLICABLE, RADII OF 5' OR LESS COORDINATES ARE TO THE CENTER POINT OF RADIUS, 1 40 39 s� P I 42 , 41 - ° - - - - - - n - - ° 0 250 253 Sri NOTE: 43 ° - - - - - m - - - - - - - -- - ,- - - - - -- o SEE OFFSITE CONSTRUCTION DRAWINGS - - - - - -- - q _ - - - - -- - - - - - -- - uo J FOR OLD MERIDIAN STREET RIGHT -OF -WAY ------- - - - - -- - M - - - - - - 252 I IMPROVEMENTS 249 ?51. inlm Y J 'Q I O U f I PROPOS SIGNAL 11 :x,216 224 150 153 F_ZZ2 FLI, 27'_ 222 11223 220 218 1!219 Sri' � • ® •s 1 146 16 17 3•R 149 145- 15 % 142 1 s - i 13/4" Q - d U CJ z 4 Q 4 d 4 d a (.D u- d d 4 � 4 4 L - - - -- - - -- ' -- - ---I- 24" _ CURB AT DRIVE ENTRANCE (TYPE 1) N TS NOTE: EXPANSION JOINTS REQUIRED AT 50' MAXIMUM SPACING OR AT ALL BUTT JOINTS TO EXISTING CONCRETE, CURB RETURNS. 6" 5" �1" R. 1/4- R. o r•- 13" POSITIVE co 1 1/2" R. 1 /4" R. CURB -o- 13 3/4" NEGATIVE o "' CURB a ^» P,S,I. CONCRETE 24" *DIMENSIONS REVERSED FOR NEGATIVE SLOPED CURB CONCRETE CURB AND GUTTER N TS I 12„ t z 1 2 3 4 5 (� ) SUBGRADE COMPACTION 16 154 157 14 ' p`, i 162 5 143 / f { 144 `�? mac®, (2i ITEM 903 , NO. 53 AGGREGATE BASE (8" COURSE L.D,)& STAKIN�c,�PAVEMENT LEGEND (10 COURSE H.D.) INCLUDING UNDER AND 1 BEYOND CURB l ` 1156 ITEM 408 - BITUMINOUS PRIME COAT APPLIED 163 '164 155 - 1 1 8 - / INDICATES HEAVY DUTY PAVEMENT 0 0,25 -0.80 GAL /SY. AS CONDITIONS REQUIRE. 1 0 ITEM 403 N ASPHALTIC CONCRETE, NO 8 BINDER MIX AND /OR A NO 5 BASE MIX(2" COURSE L,D,) &(3" COURSE H,D.) SEE T ICAL ISLAND 3'R 141 ?37 / v INDICATES CONCRETE PAVEMENT DETAIL N THIS SHEET 134 14 °o 5O ITEM 409 N TACK COAT ® 0.03 -0,08 GAL /SY AS CONDITIONS REQUIRE. ff 6 ITEM 403 N ASPHALTIC CONCRETE, 1" COURSE, NO 9 OR 135 136 13 ,, STRIPED ISLAND NO 11 SURFACE MIX. NOTES: 158 161 N / 1) ALL ITEM NUMBERS REFER TO STATE OF INDIANA 12 /, ' DEPARTMENT OF TRANSPORTATION. CONSTRUCTION 11 0 CURB AND MATERIALS SPECIFICATIONS, LATEST EDITION. 129 _ Qj ~� / A INDICATES HANDICAP RAMP 2) CONTRACTOR SHALL SUBMIT A MIX DESIGN FOR ENGINEERING 159 J160 3'R 133 �� REVIEW AND RECEIVE APPROVAL PRIOR TO PAVING. 0000177' n1� 81 80 3'R 89 8 9 © 98 a -- ` a'u' 17 6 s- 0 6 3'R 7 9 c� c G. N 8 74 9 8 5,R 9 _ i BASI „ 7 7 99.5' 8 8 99 6 9 N A � __ Qa 8 3) THE SURFACE FOR BOTH TYPES CAN BE COMPLETED AT THE SAME TIME, ALL PAVEMENT JOINTS SHOULD BE SQUARE WITHOUT FEATHERING. 4) THE ASPHALTIC CONCRETE PAVEMENT SHOULD BE CONSTRUCTED IN ACCORDANCE WITH THE INDOT STANDARD SPECIFICATIONS SECTION 401 -PLANT MIX PAVEMENTS AND THE AGGREGATE BASE CONSTRUCTED IN ACCORDANCE WITH SECTION 304. 5) PRIME COAT SHALL NOT BE USED FOR PRIVATE PAVEMENT AREAS AND SHALL ONLY BE APPLIED TO PUBLIC ROADWAYS AS REQUIRED, LIGHT DUTY /HEAVY DUTY tr►�i�� PAVEMENT MATCH -UP �`'.��R�'.Cl�4 N TS ��� � i'e No. 6- • 6L�2�380 i •- STATE OF : to ,, A / ''�. •!gip I ANP � S si A/ NuM - 4 - o�' / `, c� / STAKING COORDINATES ���i��IONA1.�`��� ��uunt� t61 - f �' �o _ ' A,, PNT / 25 ' 26 28 "l 29 31 32 NORTHING 3161.84 3154.15 3192,72 3202.89 3202.63 3251.53 3260. 03 3285 56 EASTING 6216.63 6237.34 6264.75 6218,59 6206,47 6155,40 6155.21 6179 67 PNT NORTHING EASTING PNT NORTHING 66 2697.45 5483.62 107 2738.63 67 2702.53 5489.17 108 2735.76 68 2704,58 5489,13 109 2742.28 69 2707.52 5486.06 110 2747.27 70 2707.17 5470.07 111 2749.63 71 2868,63 5466.56 112 2752,57 72 2868.35 5453.56 113 2752.24 73 2863 24 5448 67 114 2742 75 EASTING 5776.46 5780. 11 5809.37 5813.28 5813.23 5810-16 5795.17 5795 37 PNT 147 148 149 150 151 152 153 154 NORTHING EASTING 3023.83 6049.32 3014.33 6049.53 3013,99 6033,53 3112.09 5968.39 3085.10 5968.97 3085.69 5995.97 3112.68 5995,38 2985 80 5841 10 PNT 188 189 190 191 192 193 194 195 NORTHING 2730.54 2735.30 2738.94 2742.01 2742.33 2750.77 2747.83 2744 32 EASTING PNT NORTHING 5325.30 224 3095.73 5321.42 225 3180.05 5321.34 226 3183.69 5324.28 227 3209.22 5339.27 228 3213.22 5290.08 229 3218.11 5293.14 230 3215,04 5293 22 231 3199 04 CURB��rL 1 M 59 9.23 12 1 ' 25T g 10 ` > Z 33 U-) 8 i 74 2705.19 5517.12 115 127., , 5779.38 0) ' 5841.69 128 2739.34 z I 3194.68 1 12 3'R_ 2823.17 5' RADIUS YPICAL ON ALL o 311 1 5 2 1�1 w ISLANDS WE E APPLICABLE 34 ' 19 z UNLESS OT ERWISE NOTED 5517.24 11 3'R11 9 - 2769.24 5840.81 156 1 310 3'R 1 5 1 110 118'b 197 2746.12 5257.67 3'R 105_ 01 .109 04 100 5127.44 Q 95 94 4'R 9 _ , 108 Q W w 3'R 9 g 00 3'R 6 0000177' n1� 81 80 3'R 89 8 9 © 98 a -- ` a'u' 17 6 s- 0 6 3'R 7 9 c� c G. N 8 74 9 8 5,R 9 _ i BASI „ 7 7 99.5' 8 8 99 6 9 N A � __ Qa 8 3) THE SURFACE FOR BOTH TYPES CAN BE COMPLETED AT THE SAME TIME, ALL PAVEMENT JOINTS SHOULD BE SQUARE WITHOUT FEATHERING. 4) THE ASPHALTIC CONCRETE PAVEMENT SHOULD BE CONSTRUCTED IN ACCORDANCE WITH THE INDOT STANDARD SPECIFICATIONS SECTION 401 -PLANT MIX PAVEMENTS AND THE AGGREGATE BASE CONSTRUCTED IN ACCORDANCE WITH SECTION 304. 5) PRIME COAT SHALL NOT BE USED FOR PRIVATE PAVEMENT AREAS AND SHALL ONLY BE APPLIED TO PUBLIC ROADWAYS AS REQUIRED, LIGHT DUTY /HEAVY DUTY tr►�i�� PAVEMENT MATCH -UP �`'.��R�'.Cl�4 N TS ��� � i'e No. 6- • 6L�2�380 i •- STATE OF : to ,, A / ''�. •!gip I ANP � S si A/ NuM - 4 - o�' / `, c� / STAKING COORDINATES ���i��IONA1.�`��� ��uunt� t61 - f �' �o _ ' A,, PNT / 25 ' 26 28 "l 29 31 32 NORTHING 3161.84 3154.15 3192,72 3202.89 3202.63 3251.53 3260. 03 3285 56 EASTING 6216.63 6237.34 6264.75 6218,59 6206,47 6155,40 6155.21 6179 67 PNT NORTHING EASTING PNT NORTHING 66 2697.45 5483.62 107 2738.63 67 2702.53 5489.17 108 2735.76 68 2704,58 5489,13 109 2742.28 69 2707.52 5486.06 110 2747.27 70 2707.17 5470.07 111 2749.63 71 2868,63 5466.56 112 2752,57 72 2868.35 5453.56 113 2752.24 73 2863 24 5448 67 114 2742 75 EASTING 5776.46 5780. 11 5809.37 5813.28 5813.23 5810-16 5795.17 5795 37 PNT 147 148 149 150 151 152 153 154 NORTHING EASTING 3023.83 6049.32 3014.33 6049.53 3013,99 6033,53 3112.09 5968.39 3085.10 5968.97 3085.69 5995.97 3112.68 5995,38 2985 80 5841 10 PNT 188 189 190 191 192 193 194 195 NORTHING 2730.54 2735.30 2738.94 2742.01 2742.33 2750.77 2747.83 2744 32 EASTING PNT NORTHING 5325.30 224 3095.73 5321.42 225 3180.05 5321.34 226 3183.69 5324.28 227 3209.22 5339.27 228 3213.22 5290.08 229 3218.11 5293.14 230 3215,04 5293 22 231 3199 04 EASTING 5215,56 5144.61 C 5312,07 5336.52 5336.43 5331.33 L 5327.89 5328 24 _-1 / 2 CURB��rL 1 M 59 9.23 49 > Z 33 U-) 6255.38 74 2705.19 5517.12 115 2742.40 5779.38 0) 2958.80 5841.69 196 2739.34 z I 3194.68 5127.79 2823.17 ° _ -_ y ,_, NEW CURB o ,; w z_ 5647.00 34 3643.14 z 75 2699.53 5517.24 116 2769.24 5840.81 156 co 5868,68 197 2746.12 5257.67 Mi 3210.68 5127.44 Q 5023.40 t () (\1 W w O � o 3634,70 5859.48 76 2694.64 o W u 5841.03 157 2986.38 5868.09 I 2750.07 > w > w > v 5124.38 2713.29 - CONC. WALK m O Q � � z 3632.33 LL_ 77 U 5549.36 Z U) 5848.08 w c� 2869.00 5713.61 199 2758.50 5208.89 O 3208.50 LLI 135 2898.73 S 175 2739.90 W J 2785.58 37 3625.55 z 78 2699.56 Q V � o O 2842.00 Q U W w `1 U 5217,55 0 Ln 0 a U 5193.73 253 w o 0 0 79 2705.99 5554.11 120 2774.28 5877.71 160 2842.59 5741.19 201 2756.81 5227.93 237 3248.66 5218.14 0 2830.70 D _ Q 6174.98 39 3611.24 W w W 5551.05 121 2779.54 5877.59 161 2869.59 5740.60 202 2753.82 5224.26 238 3249.25 5245.13 v) , 40 3608.57 5225.26 oo cn 5520.06 122 2782.47 5874.53 162 2980.15 5581.16 203 ''761. 00 5193.10 239 i 5244.54 PANT NORTHING EASTING 41 3604,65 5213.78 82 � � s 2782.15 5859.53 163 2953.15 5581.75 204 2763,86 5190,77 240 3376.56 5120.33 EX CURB & PAVEMENT TO BE REMOVED qf� 1 d- 5460.87 42 3601.99 5198.72 83 000 5582.22 124 2772.65 5859,74 164 2953,74 5608.74 205 0 5190,75 241 3377.15 5147.33 Z. 2 2629.98 5439.88 43 3599.26 5072.98 84 2696.72 EASTING 5215,56 5144.61 C 5312,07 5336.52 5336.43 5331.33 L 5327.89 5328 24 _-1 / 2 CURB��rL 1 M 59 9.23 49 > Z 33 U-) 6255.38 74 2705.19 5517.12 115 2742.40 5779.38 0) 2958.80 5841.69 196 2739.34 528 ",10 I 3194.68 5127.79 2823.17 ° _ -_ y ,_, NEW CURB o ,; 91 z_ 5647.00 34 3643.14 z 75 2699.53 5517.24 116 2769.24 5840.81 156 co 5868,68 197 2746.12 5257.67 233 3210.68 5127.44 Q 5023.40 t () (\1 J 133 co � o 3634,70 5859.48 76 2694.64 o W u 5841.03 157 2986.38 5868.09 I 2750.07 5258.08 a 3213,61 5124.38 2713.29 - CONC. WALK m O Q � N 36 3632.33 LL_ 77 U 5549.36 118 Q 5848.08 158 2869.00 5713.61 199 2758.50 5208.89 O 3208.50 LLI 135 2898.73 S 175 2739.90 W J 2785.58 37 3625.55 z 78 2699.56 Q V 2770.07 o O 2842.00 Q U W w `1 U 5217,55 0 Ln 0 a U EASTING 5215,56 5144.61 C 5312,07 5336.52 5336.43 5331.33 L 5327.89 5328 24 _-1 / 2 CURB��rL 1 6095.11 6099.98 6114.31 6111.40 59 9.23 49 > Z 33 3287.21 6255.38 74 2705.19 5517.12 115 2742.40 5779.38 155 2958.80 5841.69 196 2739.34 528 ",10 232 3194.68 5127.79 2823.17 ° _ -_ y ,_, NEW CURB 3183.19 ,; 91 z_ 5647.00 34 3643.14 6247.64 75 2699.53 5517.24 116 2769.24 5840.81 156 2959,39 5868,68 197 2746.12 5257.67 233 3210.68 5127.44 J 5023.40 t () (\1 J 133 2830.70 5907.49 35 3634,70 5859.48 76 2694.64 5522.07 117 2758.92 5841.03 157 2986.38 5868.09 198 2750.07 5258.08 234 3213,61 5124.38 2713.29 - CONC. WALK 134 O Q � N 36 3632.33 5839,91 77 2694.46 5549.36 118 2754.47 5848.08 158 2869.00 5713.61 199 2758.50 5208.89 235 3208.50 5118,99 135 2898.73 S 175 2739.90 5423.35 2785.58 37 3625.55 5809.47 78 2699.56 5554.25 119 2770.07 5875.57 159 2842.00 5714.20 200 2758.87 5225.89 236 3275.65 5217,55 176 C-) 5392.74 217 2857.70 5193.73 253 38 3623.18 5789.91 79 2705.99 5554.11 120 2774.28 5877.71 160 2842.59 5741.19 201 2756.81 5227.93 237 3248.66 5218.14 218 2830.70 CIO, _ Q 6174.98 39 3611.24 5240.32 80 2708.93 5551.05 121 2779.54 5877.59 161 2869.59 5740.60 202 2753.82 5224.26 238 3249.25 5245.13 , 40 3608.57 5225.26 81 2708.25 5520.06 122 2782.47 5874.53 162 2980.15 5581.16 203 ''761. 00 5193.10 239 3276.24 5244.54 PANT NORTHING EASTING 41 3604,65 5213.78 82 2706.60 5582.11 123 2782.15 5859.53 163 2953.15 5581.75 204 2763,86 5190,77 240 3376.56 5120.33 EX CURB & PAVEMENT TO BE REMOVED qf� 1 2586.97 5460.87 42 3601.99 5198.72 83 2701.58 5582.22 124 2772.65 5859,74 164 2953,74 5608.74 205 2764.61 5190,75 241 3377.15 5147.33 2 2629.98 5439.88 43 3599.26 5072.98 84 2696.72 5587,70 125 2772.30 5843,74 165 2980.73 5608.16 206 2767.68 5193.69 242 3404.15 5146.74 / 3 2642.08 5443.60 44 3649.11 5021,89 85 2700.13 5614.91 126 2827.64 5904,55 166 3100.79 5448,51 207 2768.00 5208.68 243 3403.56 5119.75 DETENTION BASIN "C" ,;��,' s 4 2666,56 5480.89 45 3508.03 5022.25 86 2705.18 5619,15 127 2810.03 5904.94 167 3073,80 5449.10 208 2776.09 5143.49 244 3535,59 5211.90 - 5 2676,03 5654.42 46 3557.34 5062.91 87 2707.41 5619.10 128 2807.14 5913.93 168 3074.38 5476.09 209 2776.43 5159.49 245 3508,60 5212.49 6 2713.38 5822.24 47 3542.93 5080.71 88 2710.34 5616.03 129 2842.41 5939.06 169 3101.38 5475,50 210 2773.50 5162.55 246 3509.19 5239.48 7 2792.76 5941.82 48 3208.82 5087.97 89 2709.67 5585,04 130 2850.30 5934.88 170 2974.50 5321.22 211 2771.87 5162.59 247 3536.18 5238.89 8 28 7 27 5 90 2717 51 5646 88 131 2850 05 5923 07 7 7 0 :J w FjP4 O� 3 co � Q Z 0 W �z Z O<W > r' z G. WZ3° Z Z o i- z w � U co a C � � J V u F- o w Z Y w Z N V Q z� o 0 co F= W tW U F co 3020.37 3024,93 3025.24 3159.21 6095.11 6099.98 6114.31 6111.40 59 9.23 49 > Z 2726.66 2721,89 2727.87 2732.86 5711.70 5717.79 5744.66 5748.58 138 139 140 141 2937,16 2936.94 2917.94 2917.59 5996.60 5986.20 5986.61 5970.61 178 179 180 181 1 1 294 .50 5321.81 Q 2768.88 5158.92 248 3573.59 5380.05 19 - =-, 9 2823.17 0 50 3183.19 O 91 z_ 5647.00 132 00 Q 172 2948.09 5348.80 � 2774.01 5136.65 249 3583,91 5409.40 W c/ � O 5999.46 51 J 5023.40 t () (\1 J 133 2830.70 5907.49 173 Q 5348.22 N 2776.27 I� 250 Q I 5400.79 E 577 .37 11 2851.87 6024.49 52 3107.00 5023.84 93 2713.29 5679.15 134 O Q � N 5420,68 �t 2785.39 N r- 3595.41 6169.16 2731.83 / 12 2856.59 6017.84 53 3142.16 5058.07 94 2721,19 5678.20 135 2898.73 5968.02 175 2739.90 5423.35 216 2785.58 5143.29 252 3596.03 i 146 FjP4 O� 3 co � Q Z 0 W �z Z O<W > r' z G. WZ3° Z Z o i- z w � U co a C � � J V u F- o w Z Y w Z N V Q z� o 0 co F= W tW U F co c � EXISTING 15 �° SIGNAL 16 624.92' 17 18 3020.37 3024,93 3025.24 3159.21 6095.11 6099.98 6114.31 6111.40 59 9.23 49 3183.28 5063.52 2726.66 2721,89 2727.87 2732.86 5711.70 5717.79 5744.66 5748.58 138 139 140 141 2937,16 2936.94 2917.94 2917.59 5996.60 5986.20 5986.61 5970.61 178 179 180 181 1 1 294 .50 5321.81 212 2768.88 5158.92 248 3573.59 5380.05 19 - =-, 9 2823.17 5994.09 50 3183.19 5059.16 91 2712.26 5647.00 132 2831.05 5923,48 172 2948.09 5348.80 213 2774.01 5136.65 249 3583,91 5409.40 6092,33 N 241 :62 10 2819.36 5999.46 51 3218.05 5023.40 92 2707.49 5653.08 133 2830.70 5907.49 173 2975.08 5348.22 214 2776.27 5131.52 250 3610.42 6168.84 5400.79 E 577 .37 11 2851.87 6024.49 52 3107.00 5023.84 93 2713.29 5679.15 134 2914.53 5967.68 174 2862.63 5420,68 215 2785.39 5134,24 251 3595.41 6169.16 2731.83 / 12 2856.59 6017.84 53 3142.16 5058.07 94 2721,19 5678.20 135 2898.73 5968.02 175 2739.90 5423.35 216 2785.58 5143.29 252 3596.03 6197.66 146 3024,02 13 2891.45 6011.94 54 3142.77 5086.51 95 2720.58 5649.82 136 2895.94 5977.10 176 2715.00 5392.74 217 2857.70 5193.73 253 3606.04 6197.44 6049.32 187 14 2995.77 6086.06 55 3139.84 5089.58 96 2728,42 5711.66 137 2929.27 6000.78 177 2720.25 5386.76 218 2830.70 5194,32 254 3327.97 6174.98 FILE NO. c � EXISTING 15 �° SIGNAL 16 624.92' 17 18 3020.37 3024,93 3025.24 3159.21 6095.11 6099.98 6114.31 6111.40 56 57 58 59 3139.00 3136.96 3136.59 2755.50 5089.59 5087.64 5070.64 5078.93 97 98 99 100 2726.66 2721,89 2727.87 2732.86 5711.70 5717.79 5744.66 5748.58 138 139 140 141 2937,16 2936.94 2917.94 2917.59 5996.60 5986.20 5986.61 5970.61 178 179 180 181 2721.36 2724.42 2724.77 2867.73 5386.74 5389.67 5405.67 5402.06 219 220 221 222 2831.29 2858.28 3095,14 3068.15 5221.31 5220.72 5188,57 5189.16 255 3321.47 256 3322.09 257 3328.59 258 3274,48 6175.12 6203,61 6203.47 6098.89 - 19 3158.86 6095.40 60 2687,20 5375,33 101 2738.72 5748.45 142 3010.92 6030,60 182 2867.52 5415.57 223 3068,73 5216.15 259 3262.70 6120.65 O 20 3161.80 6092,33 61 2642.79 5400,92 102 2741,66 5745.38 143 2987.51 6031.11 183 2732.84 5339.48 p 50 100 150 200 Z 21 3164.30 6092.28 62 2642.36 5400.79 103 2741.33 5730.39 144 2984,73 6040.18 184 2733.18 5355.48 22 3167.36 6095.21 63 2618,60 5359,29 104 2731.83 5730.59 145 3016,98 6062.65 185 2730.25 5358.54 ~ w 23 3167.93 6121.21 64 2722.93 5451.72 105 2731.49 5714.60 146 3024,02 6057.97 186 2729.27 5358.56 SCALE: 1 "=5 0$ 24 3161.40 6196.37 65 2698.69 5473.43 106 2739.33 5776.44 147 3023.83 6049.32 187 2724.29 5352.44 0 GRAPHIC SCALE IN FEET C3