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HomeMy WebLinkAboutTr30494 PA-30B Distribution Tables pg.3a LOT GATE LOT WALL LOT GATE LOT WALL LOT GATE LOT WALL LOT GATE LOT WALL TW MIN. TF MAX. FG # TW MIN. TF(MAXJ FG # TW MIN. TF MAX. FG # TW MIN. TF MAX. FG # TW MIN. TF MAX. FG TW MIN. IF(MAX.) FG 4 573.6 566.3 567.3 4 573.6 566.3 567.5 53 686.0 678.7 679.5 53 686.0 678.7 579.4 102 658.3 651.0 652.0 102 658.3 651.0 652.1 151 579.3 572.0 573.0 151 579.3 572.0 573.1 5 566.9 559.6 560.5 5 566.9 559.6 560.5 54 686.6 679.3 680.4 54 686.6 679.3 680.3 103 660.0 652.7 653.6 103 660.0 652.7 653.7 152 576.3 569.0 570.1 152 576.3 569.0 570.2 6 569.3 562.0 562.8 6 569.3 562.0 562.9 55 687.6 680.3 681.1 55 687.6 680.3 681.0 104 660.6 653.3 654.1 104 660.6 653.3 654.2 153 573.3 566.0 566.9 153 573.3 566.0 567.0 7 571.3 564.0 565.1 7 571.3 564.0 565.2 56 685.0 677.7 678.7 56 685.0 677.7 678.8 105 661.0 653.7 654.5 105 661.0 653.7 654.6 154 569.9 562.6 563.5 154 569.9 562.6 563.6 8 573.6 566.3 567.3 8 573.6 566.3 567.5 57 684.3 677.0 678.0 57 684.3 677.0 678.1 106 661.3 654.0 654.9 106 661.3 654.0 655.0 155 566.3 559.0 560.1 155 566.3 559.0 560.1 9 576.3 569.0 569.8 9 576.3 569.0 569.8 58 683.3 676.0 676.9 58 683.3 676.0 677.0 107 662.0 654.7 655.4 107 662.0 654.7 655.5 156 563.3 556.0 556.7 156 563.3 556.0 556.8 10 578.6 571.3 572.2 10 578.6 571.3 572.4 59 681.0 673.7 674.6 59 681.0 673.7 674.7 108 662.0 654.7 655.7 108 662.0 654.7 655.8 157 560.3 553.0 553.7 157 560.3 553.0 553.7 11 581.3 574.0 574.8 11 581.3 574.0 574.9 60 677.3 670.0 671.1 60 677.3 670.0 670.8 109 662.3 655.0 655.7 109 662.3 655.0 655.8 NOTE: ALL WALL FOOTINGS TO HAVE 6" AAIN. COVER 12 583.6 576.3 577.3 12 583.6 576.3 577.3 61 660.6 653.3 654.2 61 660.6 653.3 654.2 110 661.3 654.0 654.9 110 661.3 654.0 655.0 13 586.3 579.0 580.2 13 586.3 579.0 580.0 62 661.6 654.3 655.3 62 661.6 654.3 655.3 111 639.6 632.3 633.4 111 639.E 632.3 633.1 14 589.0 581.7 582.6 14 589.0 581.7 582.7 63 662.0 654.7 655.6 63 662.0 654.7 655.6 112 633.0 625.7 626.5 112 633.0 625.7 626.6 15 591.6 584.9 585.6 15 591.6 584.9 585.6 64 662.0 654.7 655.7 64 662.0 654.7 655.7 113 628.6 621.3 622.3 113 628.6 621.3 622.4 16 594,3 587.0 587.7 16 594.3 587.0 587.8 65 662.0 654.7 655.5 65 662.0 654.7 655.4 114 624.3 617.0 617.2 114 624.3 617.0 617.4 17 596.6 589.3 590.3 17 596.6 589.3 590.4 66 661.6 654.3 655.3 66 661.6 654.3 655.3 115 619.6 612.3 613.3 115 619.6 612.3 613.4 18 599.3 592.0 592.9 18 599.3 592.0 592.5 67 661.3 654.0 654.9 67 661.3 654.0 1 655.5 116 615.3 608.0 609.0 116 615.3 608.0 609.1 19 601.6 594.3 595.2 19 601.6 594.3 595.3 68 661.0 653.7 654.6 68 661.0 653.7 654.7 117 612.0 604.7 605.5 117 612.0 604.7 605.6 1 SILVERTHORNE 20 602.6 596.0 596.3 20 602.6 595.3 596.4 69 660.6 653.3 654.4 69 660.6 653.3 654.3 118 609.6 602.3 603.3 118 609.6 602.3 603.4 PLAN1 PLAN 2 PLAN STAND REV- .TOTAL 21 603.3 596.0 597.0 21 603.3 596.0 597.1 70 660.3 653.3 654.0 70 660.3 653.3 654.1 119 608.0 600.7 601.7 119 608.0 600.7 601.8 A B c A 9 c A B c PHASE 1 5 3 2 4 1 5 8 22 604.0 596.7 597.3 22 604.0 596.7 597.4 71 660.0 652.7 653.4 71 660.0 652.7 653.7 120 607.3 600.0 600.9 120 607.3 600.0 601.0 155 157 156 3 9 11 7 10 8 6 6 PHASE 2 152 153 151 3 10 23 604.3 597.0 598.0 23 604.3 597.0 598.1 72 658.3 651.0 651.9 72 658.6 651.0 651.9 121 607.0 599.7 600.4 121 607.0 599.7 600.5 164 1 136 140 148 3 24 605.0 597.7 598.6 24 605.0 597.7 598.7 73 655.3 648.0 649.1 73 655.3 648.0 649.0 122 606.3 599.0 599.9 122 606.3 599.0 600.0 ® PHASE 3 143 141 138 137 139 142 6 11 144 145 1 25 605.6 598.3 599.1 25 605.6 598.3 599.2 74 652.6 645.3 646.2 74 652.6 645.3 646.1 123 605.6 598.3 599.3 123 605.6 598.3 599.4 17 13 12 14 4 RASE 4 15 16 18 3 8 26 606.0 598.7 599.5 26 606.0 598.7 599.6 75 1 649.6 642.3 643.4 75 649.6 642.3 643.1 124 605.0 597.7 598.7 124 605.0 597.7 598.8 9 1 PHASE 5 128 20 127 22 23 21 125 1 6 8 128 1 27 606.3 599.0 600.1 27 606.3 599.0 600.2 76 647.0 639.7 640.5 76 647.0 639.7 640.3 125 604.6 597.3 598.2 125 604.6 597.3 598.3 PHASE 6 27 122 25 24 123 1 4 10 124 120 28 26 121 4 1 28 607.0 599.7 600.4 28 607.0 599.7 600.5 77 644.0 636.7 637.6 77 644.0 636.7 637.4 126 604.0 596.7 597.7 126 604.0 596.7 597.8 PHASE 7 32 116 30 34 29 31 1 5 11 119 118 116 33 117 4 1 29 607.6 600.3 601.1 29 607.6 600.3 601.2 78 641.0 633.7 634.6 78 641.0 633.7 634.7 127 603.6 596.3 597.2 127 603.E 596.3 597.3 PHASE 35 38 39 40 36 37 6 10 114 Ill 113 112 4 92 so 01 1 30 608.6 601.3 602.0 30 608.6 601.3 602.1 79 637.0 629.7 630.4 79 637.0 629.7 630.5 128 603.3 596.0 596.8 128 603.3 596.0 596.7 PHASE 9 85 88 89 87 83 84 86 7 2 0 PHASE 10 78 97 95 93 98 94 1 5 10 31 610.6 603.3 604.1 31 610.6 603.3 604.2 80 632.6 625.3 626.2 80 632.6 625.3 626.0 129 590.0 582.7 583.5 129 590.0 582.7 583.5 82 s0 81 79 4 PHASE 11 100 99 101 98 4 10 32 613.0 605.7 606.5 32 613.0 605.7 606.8 81 628.0 620.7 621.8 81 628.0 620.7 621.7 130 591.3 584.0 584.9 130 591.3 584.0 585.0 76 74 77 75 73 102 s I 69 103 71 67 105 6 PHASE 12 104 106 70 68 4 10 33 617.0 609.7 610.6 33 617.0 609.7 610.4 82 624.0 616.7 617.6 82 624.0 616.7 617.7 131 592.3 585.0 586.0 131 592.3 585.0 586.1 72 1 63 34 621.3 614.0 614.9 34 621.3 614.0 615.0 83 619.6 612.3 613.3 83 619.6 612.3 613.1 132 593.3 586.0 586.9 132 593.3 586.0 586.9 PHASE 13 707 66 62 10665 109 110 as 4 2 10 41 42 4 3 4 35 626.0 618.7 619.5 35 626.0 618.7 619.5 84 615.6 608.3 609.2 84 615.6 608.3 609.1 133 594.3 587.0 587.7 133 594.3 587.0 587.8 PHASE 14 47 49 44 60 45 46 s 1 10 PHASE 15 54 51 53 50 58 52 55 7 10 36 630.3 623.0 624.0 36 630.3 623.0 624.1 85 612.6 605.3 606.2 85 612.6 605.3 606.3 134 595.0 587.7 588.7 134 595.0 587.7 588.6 59 57 ss 3 TOTAL =146 LOTS 37 634.6 627.3 628.3 37 634.6 627.3 628.4 86 611.6 604.3 605.2 86 611.6 604.3 605.3 135 595.6 588.3 589.4 135 595.6 588.3 589.5 38 638.6 630.6 531,5 38 638.6 630.6 631.7 87 610.6 603.3 604.1 87 610.6 603.3 604.2 136 596.6 589.3 590.3 136 596.6 589.3 590.4 39 642.6 635.3 636.3 39 642.6 635.3 636.3 88 609.0 601.7 602.7 88 609.0 601.7 602.8 137 597.6 590.3 591.3 137 597.6 590.3 591.4 40 647.3 640.0 641,0 40 647.3 640.0 641.1 89 606.3 599.0 600.1 89 606.3 599.0 599.8 138 598.3 591.0 592.0 138 598.3 591.0 592.1 BRIARCLIFF 41 660.3 653.0 653.8 41 660.3 653.0 653.8 90 603.3 596.0 596.9 90 603.3 596.0 597.0 139 599.3 592.0 592.9 139 599.3 592.0 593.0 PLAN 1 PLAN 2 PLAN 3 PLAN a STAND REv. TorAL ® A B C A B C A B C A B C 42 660.6 653.3 654.2 42 660.6 653.3 654.2 91 618.3 611.0 611.9 91 618.3 611.0 611.8 140 599.6 592.3 593.3 140 599.6 592.3 593.1 1 PHASE 1 129 133 147 31 48 150 149 130 132 3 6 35 134 2 43 661.0 653.7 654.4 43 661.0 653.7 654.5 92 622.6 615.3 616.4 92 622.6 615.3 616.3 141 599.6 592.3 593.2 141 599.6 592.3 593.2 TOTAL = 11 LOTS 44 661.0 653.7 654.4 44 661.3 653.7 654.5 93 628.3 621.0 621.8 93 628.3 621.0 621.9 142 599.6 592.3 593.2 142 599.6 592.3 593.3 45 660.6 653.3 654.3 45 660.6 653.3 654.4 94 632.6 625.3 626.2 94 632.6 625.3 626.1 143 599.6 592.3 593.1 143 599.6 592.3 593.2 46 660.6 653.3 654.2 46 660.6 653.3 654.3 95 637.0 629.7 630.5 95 637.0 629.7 630.4 144 599.3 592.0 592.9 144 599.3 592.0 593.0 47 660.3 653.0 653.9 47 660.3 653.0 653.9 96 640.3 633.0 633.9 96 640.3 633.0 633.8 145 598.6 591.3 592.3 145 598.6 591.3 592.4 48 673.3 666.0 667.0 48 673.3 666.0 666.7 97 643.3 636.0" 636.9 97 643.3 636.0 636.8 146 598.0 590.7 591.7 146 598.0 590.7 591.7 49 678.3 671.0 671.9 49 678.3 671.0 672.0 98 646.3 639.0 640.0 98 646.3 1 639.0 640.0 1 147 597.0 589.7 590.4 1 147 597.0 589.7 1 590.5 pOFESg/O 50 681.6 674.3 675.1 50 681.6 674.3 675.2 99 649.6 642.3 643.1 99 649.6 642.3 643.1 148 595.0 587.7 588.7 148 595.0 587.7 588.8 �A,OQA,1A-MARN'Ie ®AS PREPARED BYMAYERSANDASSOCIATES CIVIL ENGINEERING A O y y� 19 SImatrum Pointe Drive•Suite 609 m = Lake Forest,CA 92630 51 683.6 676.3 677.2 51 683.6 676.3 677.3 100 652.6 645.3 646.3 100 652.6 645.3 646.3 149 593.3 586.0 587.0 149 593.3 586.0 587.1 o No, 1 m (949)599-0870 q,NxAu a (949)599-08801- 52 685.0 677.7 678.6 52 685.3 677.7 678.7 101 655.6 648.3 649.4 101 655.8 648.5 649.3 150 591.E 584.3 585.4 150 591.6 584.3 585.4 JOY, ERS&ASSOCIATES sr" - ivil Engineering,Inc. EOF ca�1F0 PLANNING•ENGINEERING•SURVEYING NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTI FI CATION: PREPARED BY. CITY ®F LAKE E LS I N O R,E n 1 .._ ..-. SHEET. .3 A Q Q� 7/17/OB REPLOTTED UNITS 136.146AND REMOVEDAREA DRAINS FROMLOTS6-128,136-1468 f5f-154 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ,`F�- fti� TRACT N PA� C�ES 09 (,asOB APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY 4 Clvi�eNGiNEeFxING 0ALL"TOOU-� 3 S AND STATE LAWS,AND A PERMIT CAN BE ISSUED. No.23434 Zv6 LAND PLANNING DISTRIBUTION TABLES oF, '¢ �' 0OO 4 LAND SURVEYING SILVERTHORNE T43EFORE ��o���� ExP, 12-31-07 * ONE CORPORATE PARK-STE.101-IRVINE-FAX(949) 5-9582A 92606 5 KEN SEUMALO, ft.C.E. N0.56915 DATE ST9T CI V(` `��\P TEL(949)852-0517 A TRC COMPANY FAX(849)852 9582 PRECISE GRADING PLAN FILE NO. TW❑ WORKING DAYS 6FF� RCE 23434 YOU DIG 7 DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: F.B.