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LEGEND: <br /> ' -- <br /> TC 535.86 - PROPERTY LINE <br /> TC.52*(M TW 536.00 BC 535.36 TW 533.85 / ----------- SAWCUT <br /> BC 536.52 (ME) BW 536.00 TC 537.10 TW 535.92 TC 536.17 TC 536.07 TC 529.60(ME) <br /> BC 536.60 BW 531.69 BC 535.67 BC 535.57 BW 530.62 BC 529.57(ME) <br /> -_-_ _- <br /> TC 529.37(ME) CURB /CURB AND GUTTER <br /> TC 536.11 TC 537.94 TC 537.00 <br /> 1 -_---' r�o ", BC 529.37(ME) RETAINING WALL <br /> BC 537.61 (ME) i TC 536.15 SW MAJOR CONTOUR <br /> BC 535.65 TC 535.29 <br /> TC.538.16 TC 517 536.71 ME TC 537.08 TC 536.2 �5J 534.9 o BC 534.79 <br /> TC 538.24 TC 536.34 534.86 �i 538 MINOR CONTOUR <br /> BC 537.74 <br /> 1 I TC 53Z�5 535. as EJ 534.89 �y 530_ <br /> �, j NOTES: <br /> 534.92�� / 1. RAISE EXISTING CATCH BASIN RIMS TO FINISH GRADE PER DETAIL 2, <br /> 540 TC 535.32 icv 0 SHEET C4.20, TYP. <br /> SD-BC 534.82 0 <br /> I\ y / � � 2. SEE LANDSCAPE PLANS FOR RETAINING WALL DETAILS. SEE C3.01 <br /> TC 535.47 '. FOR TOP OF WALL AND BOTTOM OF WALL ELEVATIONS. <br /> �54p RIM 541.73 BC 534.98 0 <br /> / <br /> 1 53`2.77 <br /> ~- -- BC 532.21 (ME) <br /> 544 / <br /> - TC 533.44 <br /> 29 <br /> BC b395 r7 <br /> s � <br /> ` 1, TC 545.06 539.16 <br /> BC 544.56 s„ �� \ BC 538.66 TC 536.79 <br /> 1 BOS 545.54(ME) �5 `'TC 540.12 / 49 BC 536.29 <br /> TC 545.26 43 TC 538.75 TC 534.99 ? <br /> 1 ti TOS 545.77 (ME) BC 54476 C 53.62 538.25 BC 534.- ♦ i <br /> TC 536.20(ME) <br /> s $A TC 539.95 BC 533.31 / BC 535.70(ME) <br /> 545.8 �, BC 5 9.45 TW 533.97 i <br /> �69 90y BW 533.66 <br /> =1 545.80 <br /> A9 / <br /> r" 542.40 o <br /> I 1 �; ♦ Z36.73 <br /> NTC 54270 <br /> ,E^,., BC `�42.20 h TW 535.91 <br /> En TC 542. I / BW 534.93 <br /> 544 e� <br /> m PoLe .27 BC 542.37 <br /> 37 J ti, TC 536.67 <br /> 1 TW 542.00 TW 542.00 <br /> / BC 536.17(ME) <br /> A 1 CONCRETE <br /> BW 540.01 BW 538.07 <br /> TW 542.00 <br /> C) a ' WALL BW 540.� TW 537.85 BW 536.19 <br /> 545.80 <br /> MAXIMUM 2%-GRADE ♦ ` SEE GRADING VEWAY ENTRANCE TO <br /> BC 545.45 BW 538.81 <br /> IN ANY DIRECTION TC 545.95 TW 542.0 ENLARGEMENT C3.01 <br /> TC 536.79 �' REMAIN FOR CONSTRUCTION <br /> WITHIN ADA PARKING <br /> / r o BC 536.29 TC 537.08 ACCESS.DRIVEWAY AC BE <br /> D <br /> 1 545.77 545.70 / �B h TW 536.52 BC 536 REMOVED AND <br /> REP TION WITH LAC A7 <br /> 1 TC 545.98 BW 5By 5442.00 <br /> / .58(ME) HEM�HEIGHT CURB AND GUTTER. <br /> By <br /> 5748 RIM 539.81 r \ ?e <br /> 545.50 TC 537.77 1 \ AND GUTTER ALIGNMENT <br /> BC 537.27 i <br /> 545.80 <br /> 545.77 545.70 TW 539.90♦ j�S� TC 537.21 (ME)545.60 6� L BC 536.71MEBW 537.86� � i `- TC 537.77 ( ) <br /> 9 1 545.80 �� �� i \ BC 537.27 <br /> TC 546.04 / <br /> 1 545.8 BC 545.54 h �� <br /> TC 545.68 i <br /> C 545.18 fah <br /> 545.40 TC 545.93 TC 545.94 <br /> .E BC 545.43 BC 545.44 • <br /> 54-4.5 ♦ /A) <br /> 1 TW�? 541.35 <br /> _ 1 BW 539.33 <br /> TC 546.01 542.52 <br /> BC 545.51 <br /> s 8C TC 546.50 TC 545.68 TC 541.67 3 . <br /> � BC 45.18 BC'541.1 <br /> TC 546.40 oy <br /> BC 545.90 g45/ 542 DRIVEWAY REMOVAL ENLARGEMENT <br /> 1 5' <br /> s h°� J TW 542.81 •I_ <br /> " = C3.01 <br /> N <br /> g � - S-42 BW 540.81 � <br /> TC 542.23 <br /> BC 541.73 <br /> € ', TC 541.74 <br /> TC 546.38 BC 541.24 <br /> BC 545.88(ME) <br /> TC 547.75 <br /> BC 547.25(ME) / <br /> / / \ O 10' 20' 40' <br /> 1 inch=20 feet <br /> 1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY <br /> apN <br /> 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 AST/KWP TJP p LMJ HYUNDAI SHEET <br /> CHECKED BY APPRO BY •• Call 811 Z' OT`�EB d'♦�oq� 7800 EVERGREEN WAY, EVERETT <br /> VED two business days 16015th Avenue,Suite 1600 ' o <br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE before you dig seattle,WA 98101 C3.01 <br /> DATE 20W6 622.s822 <br /> 11/23 2022 S C A L E: w.kptf.com 9♦♦ �,�fo�� GRADING PLAN - EAST <br /> Op e0lSSC4 <br /> SSTONAL <br /> NO. I DATE I BY 77APPR. REVISION J 0 B No. : 2100507 AS SHOWN 1/23/2022 <br />