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MATCH LINE — FOR CONTINUATION SEE SHEET C150-36 LEGEND: <br /> 5 C b b STA 34+8210 o I•'• LIMIT OF WORK <br /> MAN a C0 I TA 14 6 .7 , 06 93 T I•;•e <br /> — I e k Q <br /> 2 ' I:': ❑ 0 <br /> 2 c� www� <br /> o <br /> GENERAL NOTES:� �o— a � � STA 34+22.10 I:•: � I I I I <br /> e 9' TYP�f 21 f9' (VAN) f 9' TYP � 18.50' LT I•;• w <br /> 9 4 4 9 9 a s v a v v v v v a s 9 4 v v v v v v v v v v 9 9 a v a 9 I si 1 EXTEND PROPOSED RETAINING WALL <br /> LL I PARALLEL TO EXISTING RETAINING WALL <br /> v 31 e - ST 1 9 .8 16 .0 T __ p. nn <br /> co <br /> u_ a Fx. ,� n ec r a =. � r. .� x. « r p;•; I " �TA <br /> a — '.LL 2 > HARD STAND PER A/S309 <br /> TA 33 83.0 a d d d d a a a s a s d d d d d d d d a s a s a d a d d d d d d I:.. w / w _ CENTERLINE OF TUNNEL <br /> 90.00 <br /> p a —�5' TYP `� a a a�k o— �I 1�9, TYP M p. . <br /> k 355' p' ' I ® HYDRANT, SEE MECHANICAL <br /> R=20.00 a 9 9 9 9 9 V p' I �F <br /> � � p•.• w � � CONTRACTOR TO FIELD LOCATED TIE IN TO <br /> EXISTING <br /> sAN AN I •� n o .x rs r. I o <br /> i <br /> i pp p <br /> STA 33+46.08 <br /> T� <br /> STA 33+45.10 <br /> �_ 1200' LT I I <br /> y ° 126.0 ' 1 T o <br /> \ _ � S o69. w ew <br /> __ €__ ___ € 11 STALL COUNT: PARKING LOT E1 <br /> H-LHJt t—I- 16.50' LT LHJ <br /> N 16' 5' 65' 14, '6x°o �i�r L C�� -- 24 2 EXISTING STALLS PROPOSED <br /> w <br /> HH <br /> TO BE REMOVED STALLS <br /> i`' 540 <br /> z z STA 32+2s.10 ADA (NOT VAN <br /> Q <br /> g 3 ti6 24.50' LT M ACCESSIBLE) 69 76 <br /> 4 _ 48 co o VAN ACCESSIBLE 12 16 <br /> ° TOTAL ADA 81 92 <br /> STA 3 66.10 8 p NON—ADA PARKING 193 503 <br /> 2 50' LT p STALLS <br /> SK-1-2 S478 Y p <br /> w — z p TOTAL PARKING 274 595 <br /> p <br /> z R=3zs.o' SK-1-2 S478-3 6 e U S A 30 <br /> •��o-o a oo ' 50 ' R <br /> STA 31 6.10 <br /> i 24. 0' LT I <br /> cw w c <br /> P y ST 30+46.05 <br /> R=12.0' STA 16+03.4 , 241.68 RT z 8 CONC <br /> o <br /> E__ <br /> CW CW CW W — T <br /> STA I 5.3 , 245>g3' RT P E STA 18+93.55, 0.69' RTET <br /> 20+ — 2T+00+00 30+0 �2+0 <br /> 21+72. 4 _ <br /> - - - - - - <br /> x x x x x x x�❑d❑o❑o❑❑ n000001❑o� x x x Fo 00 000 000000 0000000000 0000� 000 n o❑0000 00❑ 000 0oI <br /> :— <br /> ® "^ <br /> 0 01� IN5pN2❑ ❑o <br /> - <br /> STEEL E1 <br /> 3" <br /> 0 �. 05 <br /> 0 <br /> z 07 08 0 1 <br /> 11 12 3 <br /> 8,. 1 16 1 17 " .18 9 <br /> s <br /> * FOR INFORMATION 20 21 i 3 14 25 <br /> o � � <br /> 0 1z covc IF 33 1 34 35 3 37 <br /> 32 39 0 41 ' 1 J: <br /> 6" CONC 44 4'�i 7 4 <br /> USE 0 my <br /> U _ <br /> KEY PLAN <br /> SCALE: NONE V <br /> 40 20 0 20 40 80 <br /> DESIGN BY KPFF DATE 12.21.23 <br /> SCALE: 1:40 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 114 A SUBTITLE CURRENT REVISION SYMBOL DATE <br /> DESIGN AND CHECKED SITE PLAN <br /> ,Poe ;NI�J' ACCEPTABILITY C. MOUA 12.21.23 28668271 OR 12.21.23 <br /> o 0 9 THIS <br /> OR 40-81/82 BDlLOLI�I;,RPf,�E 35 28668271 KPFF S. MEURN 122L23 C°� _ �d+ SPECIFICATION IS APPROVED E. DONAHOE 122L23 SHEET <br /> NGINEER E C8� 4 <br /> BOE//VG® APPROVED BY DEPT. DATE CE.HECKED - 2 <br /> AHOE 2.21.23 40-8182 BUILD BACK, PHASE 3 <br /> / v <br /> ,off q�4183o�� S. MEURN 1221.23 SITE 40—YD JOB No. COMP No. <br /> 'ISTaF�SS ONAI WNO`�Q APPROVED <br /> APPROVED CIVIL MASTER EVERETT, WA 11 No. 40-YD-C80-42 <br />