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A PORTION OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 7, T 28 N, R 5 E, WM
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<br /> � 2 C O N N E C T 1 2" S T O R M D R A l N I I � I Q Z W
<br /> TO EXISIING 36" STORM DRAIN 1 F � � � O �
<br /> $ SDCB #1 � I (j� W
<br /> RIM=469.92 ! ; 0 1 a 20 4o f-- � � W
<br /> EX. 36" CP IE 461.5 (N,S) SCALE: 1��=20� � � 0
<br /> 12" PVC IE 463.8 (E) �
<br /> STA 2+09
<br /> (FROM DOWNSTREAM MH) 6 � LL
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<br /> ' 1❑ SAWCUT, REMOVE AND REPLACE PAVEMENT PER COE STD 326
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<br /> �� ' °' ' ❑2 INSTALL 54" DIA. TYPE 2 CATCH BASIN PER COE STD 405 WITH SOLID ,��`°' '���
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<br /> � \ ,�. LID PER COE STD 410. �
<br /> TC 471.05 � � �� ���N ��
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<br /> LOT 10 3 TC 469.60 LOT 12 ❑3 CONSTRUCT TYPE 1 20 WIDE DRIVEWAY RAMP PER COE STD 315. �- �'�' ,,� '' � F `��,
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<br /> ,_ .. : . ❑4 CONSTRUCT 6 VERTICAL CURB, GUTTER AND SIDEWALK PER COE STD , � a
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<br /> � Y �' ❑5 INSTALL TEMPORARY ASPHALT RAMP AT END OF SIDEWALK AS SHOWN
<br /> PER DETAIL THIS SMEET. �..-.�V.V9,'
<br /> � '� ' � SEE SHEET C8 FOR SANITARY SEWER CONNECTION PLAN.
<br /> PLAN VI EW — RAI N I ER DRIVE � SEE SHEET C9 FOR WATER MAIN CONNECTION PLAN.
<br /> a SEE SHEET C6 FOR STORM DRAIN CONNECTION PLAN.
<br /> RAiNiER DR. TC '
<br /> FlNISH GRADE PROFILE
<br /> 500 500 ¢•M/N
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<br /> 480 � .– Q � � � L
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<br /> � � � _ �� 20 18 i 5 CEMENT CONCRETE
<br /> � 46� �, �XIST. SDCB '46� '
<br /> � 5TA 12t77.75, �4.2 � � �xis�, sbca ( � i SW , VERTICAL CURB
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<br /> I EXISTING
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<br /> � IE OUT 12" (S} 467.70 ! '� (S) 486.59 ' I SLOPE z
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<br /> iE o�..�� �2^ ;r�' ��5,�a � EXISTING 30.5'f �
<br /> �' 45O �__-- ��_ ' NEw iE ►N i2"�(E) 4ss.s2 GROUND EXISTING PAVEMENT ; \ �
<br /> W � �W p y ��� SDCB �, TYPE 2 CA TCH BASIN 54 /N. DIAM. 450 _ � I i � 2%
<br /> � ' ; � RIM 469.92
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<br /> � ; �_�._________�.a�._.__,�a�.. lE 461.50 (36" lN—S)
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<br /> o lE 463.80 (12" lN—E) ; `
<br /> Q lE 461.50 (36" OUT—N) '�
<br /> " 440 � 440 ' DATE: DECEMBER, 2017
<br /> � ' SAWCUT IN STRAIGHT PARALLEL
<br /> � ' N � c� d, �N o o � � ,� oo � � LINES. SEAL JOINT WITH 2 �-4" CEMENT DESIGN: BJN
<br /> g , "? "� ao o � o � APPLICATIONS OF AR-4000 CONC. WALK, STANDARD DRAWN: CD �
<br /> o ' �-` " c� o 0 0 0 0 °' °' Q' a; °° °o (OR EQUAL� 3" WIDE.
<br /> o � � ^ � ~ � � � �O � �O �o C° � �-MATCH EXISTING CHECKED: JNS
<br /> o �i- �' d. �' rt �1' r}. �1' er a' �.. �I' ef AND COVE W/ SAND PAVEMENT SECTION, STANDARD
<br /> Y , REVISION
<br /> NUMBER:
<br /> � RAI N I ER DRIVE — STANDARD SECTION
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<br /> 12+50 12+80 13+20 13+60 14+00 n ,
<br /> � ��or To sca�E
<br /> SCALE: 1 =20
<br /> �� PROFILE VIEW — RAINIER DRIVE
<br /> � PLA� ,��IPROVED PROJECT NUMBER:
<br /> �� REYK-0004
<br /> '�'' � 6 I
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<br /> PUB�.a s vac�s ° DRA�PING FILE:
<br /> �Q r M Ec-IM-430-REYK0004.dwg
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<br /> � ►d GE ERbSIbN pUBLIC WOdQKS
<br /> N� -��- - DEPARTM�NT
<br /> <`'>r �W/OTER
<br /> - �. &�e�c woreKs r�nMrr zs CALL SHEET N0.
<br /> '� � � �� �� �QUIRED PRIOR TO STARTiNG 2 B U S I N E S S DAYS
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<br /> ��wER ANY ,CONSTRUCTSON oN �r+�s gEFORE YOU DIG
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<br /> O O pRG.I�CT, APPRGVIeL FC:F THES
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<br /> T'RAFFIC; � CURRENT CITY�STAN ,�,o FOR UTILITY LOCATE
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