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<br /> � �f 45.&0 RT f � �- � " � � 1 8" PVC FOR BLDG. DRAIN CONN. S=1.090 MIN. z
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<br /> 28050800302200 ?� � f�, � c, ,' / , ; � ST 49+19.37, 1 4 =33�fl�334.0�' '' � ' � _ _ ° �4 �' , , ,� � �
<br /> � c� �i = '` ' , 0�/ERFLOW STRUCTURE ,,� � ~ ` �'` �`' _ 'f � ~
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<br /> � w L` � - ; , r -- `- ' � ' -� � INVERT ELEV. PER PLAN =
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<br /> r,s,�nah oc E TNrs ��rcin,r,-rY - �� �," r ,��; � , SEE PROFILE, SD 1, SHT. C5.02 / , � � / _ ,, e-,, ��;.',. 4. k r � �
<br /> � � . PIPE OUTLET PROTEC710N PER DET. ON SHT. C3.11.,
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<br /> � ' PIPE INVERT PER PLAN
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<br /> �;, � / '� i I � � � 4 ` ° �a ; , %�� /,, PVC AREA DRA1N PERF. PVC UNflERORAIN w/CLEANOUT, REF. TYP. BfORETENTFON � �'
<br /> �� ; �� � ;� �� / _L � � � /� �� ,f`< ,- r;a �; _ 4
<br /> � � �' ��.' � < �, , LUl 2 � .i . �y�o �, ', a� � R1M-3f�:89�341.60 O FACILITY DET. ON SHT. C3.11 E''
<br /> f ,� . i' ,� � % ti ' ; 'J CJTY Sf� 15-005 ,/./ �� �s�`�'� �y ��,,; 3 � � f ;� tx _ � lE $ =337.6 �� -.�
<br /> �� � ( � 5 TYPICA� 810RETENTION FACILtTY PER DET. 4N SHT. C3.11 " � `'�
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<br /> � � � ,� CB80 E A � �° l � � / �
<br /> � �� ,1� ; t 2� A�� ,t 32E.17 j�l , , �' � � : / � Q.
<br /> �= a°� � �' r �� STA 38+ 7.12, Q.00 LT ,' Xco / � i r� � � / � �OP 343 �
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<br /> �'� ' w / /!�� E� - C 9111, TYPE 1 � � ,,a,n� , � �. , ' , �
<br /> � � � �,��� „ � .' �� -6 334.52 � y ` °o'� � � •' h ` PER DET. ON SHT. C3.11
<br /> �' � `" �� � �; ��'�;� � �� IE(� 1V8 )_ �3fi�� 318.97 ��� ���' a�` � ,'� � /
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<br /> � . / / `�� . ' ^ - �- '
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<br /> c�` �` � �' _� C i �Ao �_; �'NNW)-327.23 � � 4,. ° � , � IE(12'�IW)-334.91 1. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT �
<br /> � �_�
<br /> � �/ � �. ° �� � � R � ` \ , �,`� � _ -- /,�' �,J `� e 10620 NE 9TH PLACE
<br /> � 3 �v,R�E�� `� / R,�vE CONN. TO EX1ST .
<br /> CENTER OF STRUCTURE PER STRUCTURE PLACEMENT DET. gELLEVUE, WA 98004
<br /> �%�owFRu�v�s o �� ( - t i � \� �� "`�' • � / �, ON SHT. C3.11.
<br /> � �o�• �- '� " � i� �'�/ i �--'"� `� � \ < �� ,�' f ! \ PHONE. 425-974-7080
<br /> ' � � �`° � �,�,� � ��; .� � / .` � ° , ,� a �. � ; � FAX: 425-467-1073
<br /> f � / ,�; . , ;�- , , �.. ;. i , / , 2. ALL STORM DRAINAGE SD CONVEYANCE PIPE SHALL BE
<br /> � %1` � \�"�==- - �� � � \�� l'�t"� �IE=337.8 �� / LINED CORRUGATED POLYETFIYLENE LCPE UNLESS NOTED
<br /> � � � ,, � � � �, ,� , d� � ,�� ( >>
<br /> f,� � �,��, G � �� � �• � � � OTHERWISE.
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<br /> �% � / � `�' i �� �` � �` 3. TYPtCAL CATCH BASIN INLETS SHALL BE STANDARD
<br /> `''' , �' '� / ni s.�•oc,o�„w .�`c,� � EXIST. JNGRESS/EGRFS3'�- ---� � � , s� �
<br /> ' !. �` / �o:oo' \ '� EASEMENT-CONSTRUCTION �� � � \ �`-� � / � �r`( �. � RECTANGULAR FRAMES WITH VANED GRATES (20"x24') PER
<br /> 3 i� �'' / �b ea 9us5 �. . � 3�� AND MAINTENANCE OF � �� COE STD. DWG. 405. SOLtD LIDS FOR T1PE 2 CATCN
<br /> � �'`K' '� � � '^ �°P 34`'.6� � � �, DRAiNA�E FAC/UTY � � \` � BASINS SHALL BE LOCKING FRAME AND GRR TE OR UD PER
<br /> � \ i � i � 24" cotvc. �E 33�.3� (��v-.�) � � ---- �o � � � CDE STD. DWG. 405 QR 607A. �
<br /> \� - '--____, REC. NO. 8205050133
<br /> v � � 12" CONC !E 331.65 (IN-E) „
<br /> �� � `�; �,` 24" CONG !E 33L 11 ;GUT-1��� -'" � AD 00
<br /> , M, `� ` ' `� T � �` � � � ,%� R1M=339:88�339.24 i 4. TYPE A CATCH BAS1N TO BE PER COE STD. DWG. 402. C 0 N S U L T A N T S
<br /> a y �,��`� �X� �/� cu�ut�, �os9 /"�. � -� lE(8'�=33�?-�337.97 TYPE B CATCH BAStN TO BE PER COE STD. DWG. 403. Site Planning�Civil Engineering
<br /> � TYPE 2 CATCH BASIN TO BE PER COE S1D. DWG. 404. Land Use Consulting• Project Management
<br /> -� JI Qi 12" CONC. !E 440.20 ��"A�'� � \ / / ,f% /
<br /> � (PJO PARK!NG;
<br /> � DIAMETER PER PLAN. 11431 Willows Rd.NE,suite 120
<br /> � � ,� � � 6" T, � �� /'/ Redmond,WA 98052
<br /> � f / � � � '`��L / �G�- /� / Phone:(425)28�2390�FAX:(425}285-2389
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<br /> N z / �,j � '�'�'&�&�k `�'�G/, �f www.cphconsultants.com
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<br /> a a PLAN IN FEET Copyright� 2018 CPH Consulta�ts,LLG All Rights Reserved. SHEET 11 �F 26
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