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HomeMy WebLinkAbout4312-51 (2) • • TABLE OF TREE REMOVAL Station I Offset I Tree Dia. Station Offset Tree Dia. Station Offset Tree Dia. Station Offset Tree Dia. • 46+2 g PR I n I Ali R+ Ian 115 195. 05 36. 15' Lt 22" 169+32. 32 . 3. 44' Rt 36" 3. 04+61 . 26 23. 87' LI 14 " 471 16+49. 39 30. 39' L 1 26 " 169+73. 38 3. 33' Rt 42" 05 ' 56. 53 26. 00' LI 12" 47 FUT/ EXIST .. 164-56. 22 32. 7G- L t 30" 169+82. 84 3. 07' Rt 42" 3 ' 72. 62 3G. 53' LI 40" " 61 76. 12 24. 58' Li 32" 171 + 17. 23 14. 24' Rt 48" 307 . 59 50. 43 ' Lt 7+65. 69 50. 82' Rt 12" f ' 60. 02 32. 00' Lt 10" - 171 +22. 28 2. 64' Rt 36" 307 , -, ^' ` " ^" ' , ^0 • 4 +95. 31 51 . 44 ' Rt 12' 12, 18. 84 32. 711 Lt 8' 171 +62. 48 2. 04' Rt 54 " + 4 : 89. 77 56. 34' Rt 8 126 ' 7. 45 32. 23' Lt 2 ' 175+22. 21 2. 54' Rt 45" FUT EXIST 49 $6. 41 53. 05' Rt 1 " 128 ' 0 58 66. 75/ Lt 8" 175+86. 65 14. 34' Rt 50" 49+ $ . 59 49. 90' Rt 12E065. I 35. 6? Lt 10" 234 ' 50. 13 91 . 65' Lt - 12" 300+71 . " ' - - 22" 49+4 . 98 60. 75' Rt 0" 128+68. 37. 09' Lt 8 " 234 ' 51 . 30 ' 87. 05f Lt 12" 306 ' 05. 4" 49+51 26 44. 01 ' Rt 8" 128+73. 36. 89' Lt 10 34057. 32 125. 18' Lt 30" 300107. RASE 15" • 50+04. . 6 49. 08' Rt 14" 128+75. 30 35. 07' Lt 8 " 5022. 20 47. 4' Lt 0" 3089 95. 97 41 . 78' L 18" 50+ 19. 56. 73' Rt 12" 128 ' 93. 74 35. 14' Lt 12" 2 01 .48. 60 18. 15' Lt8„ 309156. : 6" 50+28. 0 46. 47 ' Rt 10" 8- �. 2 496. 50 . 16. 00' Lt 31011 07 33. 41 ' Lt • 12" 50+74. 4 • 60. 32' Rt 8 " - FiJ "1 / EXiS•"1 " 24 77. 09 683.10 , Lt- 3 31 $ 6. 52 52. 52' Lt " • 51 +88. 65 46. 06 ' Rt 14 " X29 68 $02. 00 40. 71 ' LI 36" 247 98. 19' Lt 52+02. 53 56. 35' Rt 16" 133 ' 83. 43 12.18/ Lt I 56 " 12+58. 96 ' 44. 51 ' LI 6" 52+ 12. 36 46. 01 ' Rt 8 " 130165. 1 ? '^ `I/' ' 1 tom' ;�; 58 49. 22' Lt 3" 312168. 20 58. 93' Lt 6-" 52+26. 33 52. 26' R 10" 140 ' 45. I ( --8" 55 . 8 47. 04' Lt 36" 52+56. 38 3. 94 ' • . 14 " 140 ' 50. 92 PHASE 28" 253 ' 98. I 30. 15/ Lt 8" 53+24. 57 i ' . 47' t 16" 142+71 . 75 . 3J- 36" 264131 . 0 44. 11 ' Lt 0" 53+73. 44 5 18 ' Rt 14 " 142+77. 27 2. 25 R 36" 265+28. 61 18. 10' Lt 30" 103+63. 50 4 81 Lt 48 " 143+66. 61 22. 62' Rt 48" - • 265+34. 86 29. 48' Lt 36" ' 104+ 16. 23 35. ' ' ' Lt 18" 130f65. 13 30. 54/ Lt 26" 267401 . 51 33. 15 ' L 1 6" 106+88. 40 27. •) 1 Lt 43 " 141+65. 3 22. 01 ' Rt 36" 261 ' 29. 48 7. 361 40" ' " 21 . 37 ' Rt 21 " 2700- 16. 37 8. 02' t 52" 107+55. 57 32. Lt I S 111+76. 107+93. 70 3B 72 Lt 6" 145+05 60 18. 40' Rt 6" 270+37. 83 4 . 64 LI 48" 107+97. 63 3 . 59' Lt 6" 115+ . 37. 17. 98' Rt -2-74 108+02. 58 : . 24' t 12" 116 6. 01 21 . 26' Rt 2 ' E 108+07. 14 . B. 36' ► 12" 14 15. 08 21 . 01 ' Rt 55 ' ; F1.J '1iEXIS1" 108+ 14. 75 38. 38 ' L 12" I ' 20. 83 9. 34' Rt 42" 271 ' 70. 86 I 4114 Lt I 20" 108+ 16. 22 50. 00' Lt 24 " 0400. 32 12. 30' Pt 36" 272+15. 24" 108+ 19. 09 38. 62 ' Lt 12" 14/ 145. 06 20. 30' Pt 36-' 273 ' 32. PHASE 4„ 108+23. 5 ► 38. 26' Lt 12" 150 ' 49. 61 12. 42/ Pt 36" 273141 . _ _ • • - - 108+27. 38. 46' Lt 12" 157+89. 85 12. 37 ' Rt 47" 274 ' 98. 40 46. 82` L l C? 108+38. 5 38. 58 ' Lt 12" 158+ 14. 1 1 5. 38 ' Rt 47" 275 ' 85. 70 64. 40' Lt 14" 108+42 . 4 38. 50' Lt 12" 158+54. 28 6. 41 ' Rt 47" 275+06. 6 G4. 20' Lt 14" ' 108+4 ' . 66 38. 39/ Lt 12" 158+98. 69 16. 54 ' Rt 42" 275f86. 84. 29' Lt 18 " 108+ • . 12" 158+98. 87 13. 01 ' Rt < 6" • . 270177. I 26. 01 ' Lt 24" 108+ 7. PHASE 2" 159+ 14. 21 5. 61 ' Rt 40" 280 ' 9 98 33. 52' It 18 " 108 . 5. 159+69. 02 13. 96' Rt 26" 283 ' . 24 34. 80' Lt 0" • I I ' 34. 38 45. 47 ' Lt I " 159+78. 99 13. 7.6' Rt 36" 288` 5. 21 51. 12 ' Lt " $+45. 88 48. 25' Lt 8 162+34. 08 5. 31 ' Rt 40" • 289 12. 50 87. 54' Lt ' 0+64. 66 43. 04 ' Lt 6" 163+38. 39 12. 27 ' Rt 36" 28 65. 32 111 . 93 ' Lt 20' 10+66. 28 32. 31 ' Lt 10" 163+48. 66 15. 75 ' Rt 38" 2 ,+65. 70 172. 1 ' It 20" 110+68. 94 46. 36' Lt 4" 163+48. 73 12. 56' Rt < 6" 206. 93 .8. 57 ' Lt 10" 110+79. 04 48. 66' Lt 12" 163+64. 66 4. 23' Rt 65" 96+07.. 17 12. 73' Lt 12 " . 110+88. 17 31 . 62' Lt 12" 163+66. 53 9. 33' Rt < 6" 300 ' 78. 30 14. 85' Lt 47" 115+62. 88 45. 62 ' Lt 24 " 167+39. 81 171 . 55 ' Lt 24" 302 '94. 48 1 62. 72' Lt 12" . �, O REV REVI9011 D>�onPnul DAM OM COY oA1E PnponC UiAer TIM AptvliM' Of ' MI p � j SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT � "Tt1 pwo�_��,, CITY OF FONTANA, CALIFORNIA OT /. t 1 �� /t?< JURUPA AVENUE STREET IMPROVEMENTS �� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� jj� �' ,W� MAIM �. `y \jam / SHOWN HEREON AND CARRIED FORTH 1 N A D I L I GENT MANNER. � iiiila'�� cT+ rid' + LAYOUT PLAN sec I "-40' DIAL MO R�ORUC THE CITY ENGINEER MAY REQUIRE REVISIONS S I ONS TO THE PLANS TO +� I p DAA HDR ENGINEERING, INC. l I 1 ° ) TREE REMOVAL TABLE BEFORE I, DAYS BEFORE BRING THEM INTO CONFORMANCE WITH TH CONDITIONS W �/ «,r' cm. '� KRW 12/5/2007 2880 MARKET STREET, SUITE 100 YOU DIG YOU k44/0-00101,4 +r f " ��j AND STANDARDS I N EFFECT. � .{ISI fc o, c.iF°. CIIED D O C APR'OVED,ar•• / ORAWC NO.: RIVERSIDE, CA 92501 TOLL FREE l-800-227-2600 \'.4# ' - Dot. i I!/B/O7 TK t f / crit 03126 Mf 4312 51 (951) 320-7300 A PUBLIC SERVILE BY UM ERCROUND SERVICE ALERT CITY ENGIN R.C.E. 51152 DATE 47 \\oro-filsrvOl\ustnproj\200093\003\project_drawings\layouts\200093e43.dgn 12/4/2007 8:49: 46 PM DFLTUSER .