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, LEGEND
<br /> -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
<br /> CEMENT CONCRETE ROLLED CURB TBRC ® CONSTRUCTION NOTE
<br /> PER DETAIL I,SHEET C220-230 ELEV 569.79
<br /> MATCH EXISTING ELEV TRAFFIC CURB PER CEMENT CONCRETE ROLLED CURB
<br /> I DETAIL D,SHEET C220-23D DETAIL I,SHEET C220-230 PROPOSED ITEM
<br /> EXISTING SIDEWALTBRC ----- - EXISTING ITEM
<br /> CEMENT CONCRETE ROLLED CURBNOTES:1 -1 4
<br /> HEAVY DUTY STAMPED CONCRETEPER DETAIL I,SHEET C220-23DELEV 570.49PER DETAIL F,SH0-230 vARIEs vARIEsI •.... J CEMENT CONCRETE
<br /> z FOC= FACE OF CURB
<br /> E%IST NG ROADWAY //PER
<br /> TBC= TOP BACK OF CURB I ® PROPOSED TRUCK APRON
<br /> TFC=TOP FACE OF CURB HMA ASPHALT
<br /> VARIES o'�EXISTING ROADWAY TBRC= TOP BACK OF ROLLED CURB 7- FLOW DIRECTION
<br /> MATCH EXISTING ELEV MATCH EXISTING ELEV TBFC= TOP FACE OF ROLLED CURB I GENERAL NOTES
<br /> SECTION A-A SECTION B-B TBA= TOP BACK OF APRON 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOEING STANDARDS,MANUAL ON
<br /> UNIFORM TRAFFIC CONTROL DEVICES(MUTCD),AND WSOOT STANDARDS AND
<br /> SCALE: NOT TO SCALE SCALE: NOT TO SCALE SPECIFICATIONS.
<br /> 2. EXISTING SIGNING,STRIPING,AND LUMINAIRES SHALL REMAIN IN-PLACE AS-IS
<br /> UNLESS OTHERWISE NOTED.
<br /> 3. ALL LOCATIONS OF EXISTING SIGNING AND STRIPING ARE APPROXIMATE AND SHALL
<br /> BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION.
<br /> 4I . CONTRACTOR SHALL NOTIFY THE ENGINEER TWO DAYS IN ADVANCE OF BEGINNING
<br /> I I FIELD LAYOUT.
<br /> .72 5. ALL MATERIALS SHALL BE APPROVED BY BOEING AND THE ENGINEER PRIOR TO
<br /> N 336450
<br /> N 136450.72 INSTALLATION.CONTRACTOR SHALL SUBMIT CUT SHEETS AND/OR MATERIAL
<br /> SAMPLES TO BOEING AND THE ENGINEER FOR APPROVAL PRIOR TO ORDERING.
<br /> N 336454.56 ELEV 570.23
<br /> E 1287441.84 N 336448.14 6. CONTRACTOR SHALL RETURN ALL SALVAGED EQUIPMENT TO BOEING.
<br /> I TBRC N 336445.55 N 336448.75 MATCH EXISTING ELEV / E 1287451.52I
<br /> E 1287427.31 E 128/431.19 MATCH EXISTING ELEV 7. ALL CURB RAMPS SHALL BE CONSTRUCTED IN COMPLIANCE WITH ADA STANDARDS.
<br /> N 336435.14 MATCH EXISTING ELEV MATCH EXISTING ELEV r TBA
<br /> E 1287420.54 S` G ` N 336448.03 8. SEE SHEET 45-YD-C290 FOR DRAINAGE PLAN.
<br /> J GG V N 336450.28
<br /> ELEV 569.79 TBRC END RADIUS,BEGIN RADIUS � `� V 453.69
<br /> E 1287438.68 ' MATCHE EXISTINGELEV 9. ELEVATIONS SHOWN ON THIS PLAN ARE APPROXIMATE AND MAY BE FIELD
<br /> TEC TFC CENTER OF RAMP N 336432.37 TBC BEGIN RADIUS perEitB ELEV 570.49 I ADJUSTED AS APPROVED BY THE ENGINEER.
<br /> N 336452.67 N 336449.19 E 1287389.74 N 336425.71 E 1287432.22 �� ` 110. CONTRACTOR SHALL PROTECT EXISTING FEATURES IN PLACE THAT ARE NOT
<br /> E 1287367.26 E 1287374.64 R=8
<br /> MATCH EXISTING ELEV E 1287418.71 R=101 SPECIFIED FOR REMOVAL.ANY DAMAGE TO EXISTING FEATURES SHALL BE
<br /> MATCH EXISTING ELEV MATCH EXISTING El. ELEV 569.55 REPAIRED OR REPLACED AT CONTRACTORS EXPENSE.
<br /> A_� iiip ` N 336443.77 11. THE CONSTRUCTION CONTRACTOR SHALL DELIVER RED-UNED DRAWINGS TO THE
<br /> 94TH ST SW �L� E 1287465.13
<br /> f W - MATCH EXISTING ELEVI BOEING AUTHORIZED REPRESENTATIVE WITHIN TEN(10)WORKING DAYS FROM THE
<br /> ���I♦. ® ` 1 COMPLETION OF CONSTRUCTION.
<br /> r gra
<br /> IP'
<br /> Q
<br /> TBRC END RADIUS BEGIN RADIUS -;.--�, IIIII• 61 ® � CONSTRUCTION NOTES
<br /> _ N 336449.11 =��
<br /> _, / E 1287441.01 '��
<br /> D �� `INSET SEE RIGHT II ELEV 570.52 w- >INSTALL ADA CURB RAMP PER DETAIL A ON SHEET C220-230.
<br /> •
<br /> - _ ` =M�_ a
<br /> (_ . w���
<br /> '!i ■ ■ ■ ■ ■ ■ ■
<br /> '',1:7;:=7,7f-4E,.
<br /> ar N 336443.64 ` 1 INSTALL ADA CURB RAMP PER WSDOT STANDARD PLAN F-40.12-03,AND
<br /> �^�, a AS SHOWN ON THESE PLANS.
<br /> _-- -.. =47- _ .- a E 128 47 43 N 36443.96
<br /> -. - .._._.c -1,r b� MATCH EXISTING ELEV ±!�' o
<br /> • 41,414A // ELEV 570 36 r x. n ' INSTALL CONCRETE SIDEWALK PER DETAIL C ON SHEET C220-230.REPLACE
<br /> _ t1287452.77 -ei=r`` END RADIUS
<br /> e • _ _ / EXISTING WHERE APPLICABLE
<br /> TO
<br /> MATCH
<br /> 0 ON SHEET
<br /> �I .�����_ ,-. .. -----_ EBEGIN RADIUS - N 336440.12 I
<br /> 1` 11 - _ >- ' 4 C220-230.
<br /> /.._ --� ,� N 336441.77 E 1287457.76 I
<br /> /, 4 , S1�{5����� �� ,' I E 1287456.96 MATCH EXISTING ELEV [21>INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL E ON
<br /> ► ` I I9 5� - / MATCH EXISTING ELEV ` SHEET C220-230
<br /> I, - � ��` TFC U `A 'A 6 INSTALL HEAVY DUTY CONCRETE WITH HEAVY BROOM FINISH PER DETAIL F
<br /> -� A •:::::127:::::::-- ,/._ 4.. N 336439.25
<br /> f N 336439.62 AND C ON SHEET C220-230.
<br /> \, / I)/ Z�l��,/ .o " ! E 1287472.88 E 1287457.58 I
<br /> • AS DIRECTEA MATCH EXISTING ELEV ELEV 501 72 ELEV 501.72 I D P RETE PER F 0 H
<br /> \ J - -Sl <m I 20-23
<br /> v \ � +����•_ ��, tY ENGINEER � D.SEE SECTONPER DETAIL H ON SHEETAC220-230.CONCRETE
<br /> �' I E 1287456.81
<br /> i` � L
<br /> \ \ t ` �,� - � TFC L~` SHALL BE STAMPED WITH PATTERN AND WITH A HEAVY BROOM FINISH.
<br /> (/14‘ ��\C -, "�� TOP-_ - 287448.80 N 336438.42 INSET N 336438.82 CEMENT CONCRETE ROLLED CURB PER DETAIL I ON SHEET
<br /> //> SWAI 'STA L = 5 E 1287457829
<br /> C220-230.
<br /> /'- - �• N 336430.09 Tom+-£>p �1NGE EV TBA ELEV 570.64
<br /> E1
<br /> I - ', � , E 1287433.33 N 336436.01 TFC ELEV 570.80 ® ELEV 501.72 I g INSTALL ASPHALT PAVEMENT PER DETAIL J ON SHEET C20-23D.
<br /> 11%.1S. yy /- L?' .o ELEV 570.34
<br /> ---
<br /> ASPHALT - 1 IpEy--,7,w ......� CENTER OF. RAMP TBA ELEV 570.24 I>ISEC DN HPE DETAIL HOONRS EEEEC220-230 CONCREETTE SHALL BE'SEE
<br /> N 336435.32 TFC ELEV 570.24
<br /> 824 CONSTRUCTED WITH A HEAVY BROOM FINISH.
<br /> -...___.�._ � iii E 1287436.99
<br /> i 7T N 336433.69 I PROTECT EXISTING CATCH BASIN DURING CONSTRUCTION ACTIVITIES.
<br /> 111;46
<br /> y
<br /> E 1287435.01 1
<br /> TBA ELEV 570.14
<br /> TFC ELEV 570.14 YI
<br /> �,• ` N 336427.36 �i - Tom-. - -
<br /> 3I L'-' A
<br /> ..'..___ _ J E 1287439.14 0 - a
<br /> T_�r.;. --- ELEV 570.24
<br /> � J6 ' - WARP APRON AS DIRECTED I 06��� -� ���a.
<br /> ` BY ENGINEER �� 'z
<br /> FS, ,- ,,_ i I N _ t i,--vr IT` r�-� R=50N 336426.01 TFC 10 [1,
<br /> N 336406.07 TFC TBRC N 336422.75 ,
<br /> I E 1287417.75 N 336393.51 N 336410.25 E 1287427.94 E 1287434.14 I '�_.i� -i-
<br /> I TFC ELEV 569.13 E 1287417.18 TBA ELEV 569.94 I .I 1
<br /> E 1287418.54 MATCH EXISTING ELEV _ .....4,_. .�I,
<br /> TFC ELEV 570.10 Y
<br /> --- TFC ELEV 569.30 MATCH EXISTING ELEV ELEV 569.22 ��■ 2aiI� 25
<br /> TFC END RADIUS.BEGIN RADIUS `t
<br /> ISSUED FOR N 336413.38 _� E2IE 1287419.37 6 \1 ,1
<br /> {
<br /> CONSTRUCTION ELEV 569.46 �3. ; '� AI� 2a
<br /> l .� a
<br /> -- -- -- -- -- -- -- KEY PLAN
<br /> -- -- -- -- -- -- -- --
<br /> transpogroup �� SCALE: NONE N
<br /> INTERSECTION PLAN 10 5 0 20 10 20
<br /> WHAT TRANSPOF2TATION CAN BA.
<br /> 1" = 10' N 12131113TH AVENUE NE,SUITE 203 (TEL)425821-3665 -=-=-
<br /> SCALE:
<br /> KIRKIAND,WASHINGTON 98034 (FAX)425 825-8434 SCALE: 1:10
<br /> SOYREVISION By APPROVED DATE SOK RENSIN BY APPROVED DATE ACCEPTABILITY TVN DRAWN .08.OTE04.17 SUBttR£ CURRENT REVISION SYMBOL GATE
<br /> "- CML PLAN 08.04 17
<br /> R. V THIS DESIGN MND/OR CHECKED
<br /> SPECIFICATION IS APPROVED AMA 08.04.17 SHEET
<br /> Z;LASFASFAEZAW® w Z p APPROVED BY DEPT. DATE ARC
<br /> LtH 08.04.17 nnE 94TH ST SW CURB EXTENSION C220-23
<br /> 'CHECKED
<br /> APPROVED
<br /> SITE 45-YD OB NO. COMP NO
<br /> .ANAL l/1'/!1
<br /> APPROVED DWG No.
<br /> CIVIL MASTER EVERETT, WA 45-YD-C220-23
<br />
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