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<br /> S32130TB190 , , , � CURB RAMP E�EVATION POINTS
<br /> C32130TT091 f
<br /> C32130TN033 � � a l �'
<br /> _ _d______ _ �� ,� , s � f POINT STATION/OFFSET E�EVATION
<br /> - - -�_____�_e_ _ _ CEMENT CONCRETE PEDESTRIAN , ,
<br /> ���--- CURB PER WSDOT STD PLAN J ' 1 VARIES VARIES VARIES 1 32A 9+85.00, 10.50RT 558.88
<br /> F-1 Q.12-Q3. PER 6� PER 6" PER
<br /> � PLAN PLAN PLAN �
<br /> � ' 32B 9+70.98, 12.02RT 557.79 FL, 558.29 TOG Z
<br /> ��----�----.�..`�� y,,--�' f, ,� 4 3 3 4 32C 9+68.69, 5.41 RT 557.66 FL, 558.16 TOC �
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<br /> �� �"��-- `,,r'`� � 32D 9+67.54, 2.10RT 557.51 FL, 558.01 TOC Z
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<br /> � � � �, �-�° 32E 9+85.00, 0.00 558.23 FL, 558.73 TOC � �
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<br /> -- � `'����_____�� 14 / � VARIES PER 32F 9+85.00, 3.50RT 558.78 �, Y o
<br /> ----.._.�_ CEMENT CONCRETE SIDEWALK P -•-� - - - - T PLAN � - - - - EXIST. ¢ U� �
<br /> 326 EXIST. �-� �-�'::�... � °' �
<br /> WSDOT STD PLAN F-30.10- ,,.�' :'���-� '`'''`� L �
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<br /> .�-�i:'�-/'� -�.�,� �,�-.�-z�-� „�r;>:;��`.�```i'��`ri f�`��,�,,�,.�,; ,��.�,� ,��,�.,`;,�,�. f```��..`i,�,`i�r��°�,otioif�����,�,�,,�,._. CU R B RAM P ELEVATI O N P�)NTS
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<br /> 5 33A 8+86.46, 1.18RT 490.76 FL, 491.26 TOC
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<br /> - a � � ° 3 CONSTRUCTION 33B 8+75.25, 1.25Ri' 490.45 FL, 490.95 TOC '� Z
<br /> W 32F ---------�"""�--�- ;. �,�--'''�..,,,�-�'' GRIDLINE
<br /> /' 2 33C 8+74.71, 3J7LT 49Q.44 FL, 490.94 TOC A • 3,�
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<br /> � - - - - - C�C�TION A-A 33D 8+73.87, 4.77LT 490.43 FL, 491.93 TOC ����°�;,, f���
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<br /> NOT TO SCALE 33E 8+81.44, 4.81 LT 490.58 FL, 491.08 TOC
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<br /> R=38.o STA 9+67.54, 2.�o'RT CURB RAMP ELEVATION POINTS 8/23/I
<br /> PC, MATCH EXIST. SECTIUN NOTES
<br /> STA 9+80.00, 0.00' � POINT STATION/OFFSET ELEVATION
<br /> PT, FL ELEV.=558.03 �
<br /> TOC ELEV.=558.53 STAMPED CONCRETE. MATCH 1 CEMENT CONCREfE SIDEWALK PER WSDOT STD PLAN F30.10-03. 34A 9+85.17, 7.dORT 531.6Q �
<br /> EXISTING GURB RAMP STAMPE�
<br /> CONCRETE DESIGN. 2 SUBGRADE COMPACTED TO 95� 34B 9+81.17, 7.05RT 531.59
<br /> OF MAXIMUM DENSITY PER ASTM D-1557. }-
<br /> SUBGRADE TO CONSIST OF UNDISTURBED NATIVE MATERIALS OR STRUCTURAL 3q.� 9+76.08, 0.29RT 531.50 �
<br /> FILL. STRUCTURAL FILL MATERIAL TO CONSIST OF SUITABLE ON-SITE MATERIAI.S =
<br /> OR COMMON BORROW AS DESCRIBED IN SPECIFICATIONS. 1 34D 9+81.07, 0.05RT 531.03
<br /> 3 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. 34E 9+85.07, 0.00 531.04 Z Q
<br /> SB AIRPORT RD AT E GIBSON RD (STATION #3041) 4 MATGH EXISTING ROADWAY CROSS-SLOPE UNLESS OTHERWISE SHOWN ON PLAN. 1 34F 9+91.07, O.OQ 531.55 C� 0
<br /> 5 4" CRUSHED SURFACING BASE COURSE. 34G 9+93.00, 0.00 531.05 � �
<br /> 34H 9+93.00, 11.00RT 531.66 � F-
<br /> � �
<br /> 341 9+90.00, 14.00RT 531.69 � 0
<br /> 34J 9+73.58, 14.55RT 531.65 �"� �
<br /> DETECTABLE WARNING SURFACE PREGAST SLOPED �A 9+09.72, 4.99�LT � �
<br /> STA 8+68.82, 4.74'LT PER WSDOT STD PLAN ELEV.=491.72 � Q
<br /> ELEV.=490.84 F-45.10-02. MOUNTABLE CURB P�
<br /> PT PER WSDOT STD j'1
<br /> PLAN F-14.62-02. R=2.0 �J �
<br /> CEMENT CONCREfE SIDEWALK PER � W
<br /> R=2.0 WSDOT STD PLAN F-30.10-03.
<br /> 7'_7^ FLUSH WITH EXISTING PAVEMENT. �0
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<br /> � oo°ap°°o oo°°oo° .,..`. CONSTRUCTION � Pi,./�N APP�CB��D � Q Q
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<br /> ,�-; `t . - /�
<br /> " 3,43 ��
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<br /> s� ��4 3 P 6LIC SERVICES DATE � � 0 V J
<br /> � s+so�� � ) -_�+oo � ��/ CONSTRUCTION ;
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<br /> 13iEPART�'�°!°e'� � �
<br /> = STA 8+67.12, 1.71'�T 3 A STA 9+11.12, 1.56'LT STA 9+72.23, 0.61'RT STA 9+84.81, 0.05'LT � ____ �
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<br /> J ELEV.=490.74, MATCH EXIST. � PUB�c 4n�ks �F�µ� ��
<br /> ELEV.=491.72, MATCH EXIST. ELEV.=531.49, MATCH EXIST. ELEV.=531.08 - � � Q=
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<br /> PT, END PC, BEGIN � W W N
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<br /> 3 TRAF �x-x !����_ :+H��ss � � V J�
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<br /> ; ' STA 9+31.06, 12.48'RT 5' 4' 6' � ��Q
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<br /> ; � �, ;__- 34H GENERAL NOTES
<br /> Y � �`
<br /> , �'"`'� , 4 1. ALL SPOT ELEVATIONS ARE TO FINISHED �
<br /> � �� j '�� �,�- ``--���,� ��'� f GRADE UNLESS NOTED OTMERWISE.
<br /> 341
<br /> ��, < <� �
<br /> o � `�'"•�� 2. ALL DIMENSIONS AND STATION AND OFFSE�'
<br /> � � �'� � CURB RAMP TYPE PERPENDICULAR A REFERENCES ARE TO FACE OF CURB
<br /> � � PER WSDOT STD PLAN F-40.15-03 1 UNLESS NOTED OTHERWISE. HanmiGlobal Partner
<br /> � � ~`,,� �,
<br /> � / ``�,� � � ,,..� 3. GAPS NOT TO EXCEED 2-INCHES BEfWEEN 11241 R�illows Road NE
<br /> I� t' ,r _--'- �_ �
<br /> ,� , DEl'ECTABLE WARNING SURFACE SECTIONS. Suite 200
<br /> N
<br /> Redmond, lYashington 98052
<br /> � Phone: (425) 822-4446
<br /> � FAX: (425) 827-9577
<br /> o www.otak.com
<br /> � NB AIRPORT RD AT HWY 99 CSTATION #3021) NB AIRPORT RD AT 112TH ST SW (STATION #3020) 32130T
<br /> N
<br /> � Project No.
<br /> �
<br /> ¢ 5' Q' 5' 10' ,
<br /> �
<br /> � Drawing No.
<br /> � SCALE IN FEET
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