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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 <br /> 0 <br /> z � <br /> � Z J <br /> � O � Q <br /> z U � � <br /> � LOT 4 � � � > � � <br /> � � LOT 3 � LOT 2 i N O RTH Q � z W <br /> 2 C O N N E C T 1 2" S T O R M D R A I NQ_ � O � <br /> 8 TO EXISTING 36' STORM DRAIN � 411 SF — W W <br /> RIM 5469.92� 0 10 20 40 � � � W <br /> E X. 3 6" C P I E 4 6 1.5 (N,S) SCALE: 1"=20� � � � <br /> 12" PVC IE-463:5-(E) 47 60 � ` <br /> srA 2+os 6 r <br /> (FROM DOWNSTREAM MH) O W <br /> �..,� ..�....._�.. ,�.. �..� ...�... .w.w�....�.. ���———.�_a.,_���.�. �� �_.. ____————— __._—�..��.��_,.� ....�_�___ .--____.,�..���._ <br /> + � � <br /> � ,. <br /> � �:.,, <br /> _-_ <br /> STA:�2+�s.3s 469.49 STA:13+54.48 <br /> 18.00' R � 459.77 '`. f�-46�56- 18.00' R <br /> �`�'<er <br /> - 12+ — , — — — t3� �<�� — TC 469.92 _ 14+00 _ <br /> i- - I <br /> �-as�e�- 7 r; <br /> T� 4�0.68 � N:� : � 5 �o CONSTRUCTION NOTES <br /> �� 4 �`` �m <br /> �m - ; �� �� ,�_; , � •" _ _ 1❑ SAWCUT, REMOVE AND REPLACE PAVEMENT PER COE STD 326 <br /> x �.., � __ - - - �_-=" AND DETAIL ON THIS SHEET. <br /> _ __ , ------ -�---------- ------- <br /> , � ' <br /> _ = ------__ �-- ` _ <br /> ---- �" " `Y 2❑ INSTALL 54" DIA. TYPE 2 CATCH BASIN PER COE STD 405 WITH SOLID <br /> '�•�'�s � � � LID PER COE STD 410. �"' <br /> �n �-�.,,;- <br /> t � <br /> LOT 10 TC 471.05 � Tc 4ss.so LOT 12 3� CONSTRUCT TYPE 1 20' WIDE DRIVEWAY RAMP PER COE STD 315. '�.,�_ - � <br /> . ' <br /> � � ! 4 4 CONSTRUCT 6„ VERTICAL CURB, GUTTER AND SIDEWALK PER COE STD � 'v� �' �=� ���tii <br /> ❑ � � <br /> � . I 312 TYPE 'A'. �-�'�¢\.�, _ .' °��� <br /> � z <br /> I i f: � ` : � � ' ❑5 INSTALL TEMPORARY ASPHALT RAMP AT END OF SIDEWALK AS SHOWN �',�. o�--'�;� ` `��,'� <br /> i' • . PER DETAIL THIS SHEET. -�, `�a�ts oF�'� <br /> � 4 <br /> ' 6 SEE SHEET C8 FOR SANITARY SEWER CONNECTION PLAN. ��;� <br /> I � . . ❑ � ``� <br /> PLAN VIEW - RAINIER DRIVE � SEE SHEET C9 FOR WATER MAIN CONNECTION PLAN. <br /> 8❑ SEE SHEET C6 FOR STORM DRAIN CONNECTION PLAN. <br /> �a��va�� �R. zc <br /> FINISH GRADE PR(7FiLE <br /> CJU U — _.--•------- �Jd O 4� M/N Z N <br /> . .. <br /> � :: <br /> � <br /> � a CONC .• '•r'. �,:�,�a .�::. ' . : .• : •'�. � �A <br /> m �. • -``• •' � � <br /> � _ > 3 SIDEWALK �` �'•,S`,��`�p� . .�� : ..; ' Z W Cn N � <br /> � � � � � . ?�ry � <br /> ( Z Q o � �� Z �m • . _ Q �- ` � � <br /> Z t� � O � ' / Q O � <br /> �9O � m � m � a� a c� 49� FACE/CURB . ..,� .• ' . . _' " W � � � N <br /> � � � � ' �� 0 W U ; � N <br /> � i i � O � � � <br /> oi �p � O3 0> � ' oD ' � C � � <br /> N �� N > M , } � �� � „ RAINtER DR. C L DETAIL - TEMPORARY ASPHALT RAMP Q � � � _ <br /> 4HO � � � �w "' ``' r j �j EX. GRADE PROFlLE �80 <br /> � a <br /> N N � Q a `'' � � NOT TO SCALE O � Q � W <br /> � '' � � 5� � � � N Z � <br /> � � TRANS. Q Q •- <br /> x '� 5� <br /> _ _ '__ _�: _ 20' DRlVEWAY TRANS. Q � <br /> ��� �:, ; � � — — 4�0 <br /> rn ._ <br /> � ; _ _ ROW � ROW REVISIONS: APPD. <br /> -_.__ <br /> � <br /> ; _- <br /> o ' _ ' ! 25' <br /> o , �- ___ . _ <br /> Y ----------- <br /> ,. —__.—.--_._ � - r � e <br /> W ��O " . 46O _ _ _ 20 __ _ _ _ 18 _ _ 5 � ' _ CEMENT CONCRETE <br /> � ;_a i � .' ; , SW VERTICAL CURB <br /> � � �� � sTa�t3+4�.0�, �� �� � MATCH �- � � � AND GUTTER, STANDARD <br /> � -� <br /> m W; � <br /> �.s� �. ��� EXISTING � � � / -- LANDSCAPE <br /> � t - �. � SLOPE �,`� � <br /> � � <br /> � , EXISTING � � , � ! <br /> / ��� � _ ' �-- 4�a \ �- _ 30,5 t--- ----, � 'o I , <br /> ���� GR OU N D- , <br /> � NEW IE IN 12" (E) 4ss��s�-466.70 EXISTING PAVEMENT � � ; I � <br /> ��_1 '' <br /> � � � <br /> TYPE 2 CA T`� BASJ!� .�4 /N. DIAM. �E C O R D D RAW I N G I � __ ____ ____ _____ ---- � <br /> - <br /> m D� 9, , <br /> v; RlM 459.92 � __ -__ --- --- --- "--•+•�- �_ <br /> g lE 461.50 (36" IN-S) � y� <br /> W �. � This Record Drawing has been prepared, in part, based � <br /> o tE 4t`r3-�S9-(12 /N-f)463.30 � <br /> Q on"As-Built"information provided by others.Though <br /> lE 461.50 (36" OUT-N) the as-built information and this drawing are based on `� <br /> o ,� . _ DATE: JANUARY, 2018 <br /> o -��� �� 44o the best available information, no presumption should SAWCUT IN STRAIGHT PARALLEL <br /> o � , ! made regar ing the drawing's accuracy. �� DESIGN: BJN <br /> o � � � � � � � o o � � ^ � � ►� , LINES. SEAL JOINT WITH 2 CONCEMWALK, STANDARD DRA�PN: CD <br /> ao 0 0 � [ � � , �_ APPLICATIONS OF AR-4000 CHECKED: JNS <br /> � ^ � 0 � � � Qj � � I �i � n <br /> o � � � Q ^ O � p � � � � � � � (OR EQUAL) 3 WIDE. `'�--MATCH EXISTING <br /> o a- �. � d, d-i�. � � d- d.. �r �, d- d.. � Si ned By Date AND COVER W/ SAND PAVEMENT SECTION, STANDARD REVISION <br /> } � � �� � Permit Ins ector NUMBER: <br /> � Pr�ntName &T�t�� RAINIER DRIVE - STANDARD SECTION <br /> @ a ���SQ '�2+80 13+20 13+fi4 14+O�D _ �- scaLE: �"=20' <br /> N� PROFILE VIEW - RAINIER DRIVE <br /> � PROJECT NUMHER: <br /> 00 <br /> REYK-0004 <br /> �+T <br /> m m <br /> DRA�YING FILE: <br /> �� Ec-AB-430-REYK0004.dwg <br /> ¢Q <br /> �rn <br /> �o <br /> �� RECORD DRAWI NG <br /> 0 o CALL SHEET N0. <br /> �� 6. 1 9.2�1 9 BE ORE YOU�D G <br /> �� FOR UTILITY LOCATE <br />, m� 811 <br /> 0 0 oF 9 <br /> � <br /> o > <br /> _ � <br /> a cn <br />