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<br /> SEC. 29, T29N . , R5E. , W.M .
<br /> American Property Development,Inc.
<br /> 110 110th Avenue NE suite 550
<br /> Bellevue,WA 98004
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<br /> , � COPYRIGHT OC 2005. ALL RIGHTS RESERVED
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<br /> TYPE A-1 CEMENT CONCRETE CURB AND GUTTER
<br /> PER DETAIL 307 ON SHEET HC-02
<br /> CEMENT CONCRETE CURB AND SIDEWALK
<br /> � ° PER DETAIL 312 ON SHEET HC-02
<br /> � STANDARD DUTY ASPHALT PAVING
<br /> SEE SHEET XS-01
<br /> EDGE OF PAVEMENT
<br /> EXISIING CEMENT VERIICAL CURB AND GUTTER
<br /> 106.0 106.0
<br /> • • • • • . . - - GRADE BREAK
<br /> � � � ' ' ' TYPE E-2 CURB PER DETAIL 309 ON HC-03
<br /> . . 5 22�. . . . .
<br /> ; ; DOORWAY DRIVEwAY : ALLEY CENTERUNE : : :
<br /> 104.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FACE OF BUILDING. . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . 104.0
<br /> : ' STA:32+31.56 � • � �STA:32+58.43 ; • PROPOSED FLOW LINE GRADE• ' ALLEY�CENTERLINE � 6° EXTRUDED CEMENT CONCRETE CURB
<br /> • ALLEY CENTERLINE . ElEV:103.21 _� ' 1ELEV:103.21 _ _ _ _ _ _ _ , ; ;
<br /> SHALL BE CONSTRUCTED TIGHT ALONG THE �
<br /> ' FACE OF BUILDING ' - - - - •2��-- ' -- - - - - - • • • �
<br /> ,� • . - - ---��-�p�_ ..._ _ _ _ _ _ _ _ _ _ _ FACE OF THE CONCRETE BUILDING WALL.
<br /> PROPOSED FLOW LINE GRADE • • : ; - - _ _ �0� ! � - _ . THE TOP OF THE EXTRUDED CURB SHALL r�
<br /> � STA•32+58.69 � � -' SLOPE AWAY FROM THE BUILDING, NO GAPS ���
<br /> 102.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . _5-�- ' STA'32+'16.2D. . . . . . . EL�V:103.07. . . . . . . . . . . . . . . . . ��A�33+�18.58 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . 102.0 SHALL REMAIN BETYVEEN 11-IE CURB AND 11-IE
<br /> • ELEV:102.88 • STA:33+78.48 • • • BUILDING, PER DETAIL 611 SEE DT-Ot BUILDING �
<br /> - - ' � ' fLEV:102.80 .
<br /> � �- '� � STA:31+91.11 . STA:32+31.69 . ; ' ELEV:102.52 ' �
<br /> _ - • • • STA:34+39.02 \: .� i EMULSIFlED ASPHALT GRADE CSS-1 Z
<br /> � STA:31+66.02 ELEV:102.06 ; ELEV:103.17 : ; • • ELEV:102.06 • ``' TACK SHALL BE APPLIED TO EDGES OF SAWCUT UNE FLOWLINE �
<br /> STA:32+36.69 EMULSIFIED ASPHALT GRADE CSS-1 N Z
<br /> �LEV:101.59 : ' � , . • 100.0 A� E �OINTS SHALLLBEPS A ED USING 3.50 3.50 TACK SHALL BE APPLIED TO EDGES OF (�
<br /> . • ELEV:103.17 • . • PAVING ASPHALT AR4000W
<br /> 100.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br /> EXISTING GRADE , FINISHED GRADE ' ' • • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ----�; � `:�:��' ALL EXiSITNG ASPHALT PAVEMENT. ALL
<br /> ' ' ' • • • JOINTS SHALL BE SEALED USING � �
<br /> : � FACE OF BUILDING 1 :�� FLOW LINE • • • • • • �- . . PAVING ASPHALT AR4000W
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<br /> E � CALL BEFORE YOU DIG: �P� �� WASNI��js SAMI ORDONEZ z4 OF 32
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<br /> � Q THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR � - y SHEET TITLE
<br /> � � THE LOCATION AND PROTECTION OF ALL EXISTING � �
<br /> �� UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY o � �v
<br /> o � LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE � RFGISTER�� �� PP�O�
<br /> N � UNDERGROUND LOCATE LINE 811 OR 1-800-424-5555 ssI ���'
<br /> A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. �NA�
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<br /> o i 3/23/2018
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