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iBLOCK PTN. OF SE 1/4 OF SEC. 17, TV1/P 29., R5E W.M. � � � � � � <br /> a <br /> m u� cn <br /> m m U � � <br /> FINISHED GRADE <br /> LOCKING MANHOLE CEMENT CONC. MANHOLE <br /> COVER ANO FRAME RISER OR RINGS, AS REQ'D. (T1P.) 18" DIAM. FLOW <br /> SIRUCNRE ASSEMBLY <br /> LOCKING MANHOLE " <br /> �\���j���\i� � i\����ji i�, �" MIN., 1� MAX. CLR.; FILL GAP FINISH GRADE COVER AND FRAME � o <br /> '�/1 � <br /> " �� � � �\��� w/FULL DEPTH FLEXIBLE JOtNT 00 <br /> 6�� ��� ' b 3.0 ' ���\\� MATERIAL OR CONT. GASKET = <br /> f ! '• O .�. V/ � <br /> / �.�.. � :- 0 \�% ��\/�� ��� �� � � � / ��� ��� \��� � � <br /> �' i�, � '� \i�� i\�\ BETWEEN CONC. COLLAR AND RISER CAST-IN-PLACE `n? i��i\��\%��i\�i�\%��i\���i\�i\�i\�%\���\%�i\�i\ �%i� — — — i��i\�i\�%�i\�%\\t�i\�i��\%�����\�%��i� � � cn cn <br /> � \ i '� i\�i\\i��\��` (RECYCLED VINYL OR EQUIV.� CONC. COLtAR AT � \ii\,\\ii\�\\i.-�\i\\��i\i\� \�i\i�\\ i\ ii\\ � w � cs cs <br /> ��,�- i 2.0 . \ \�i\i\�� \� \i i\� \�i\���\!�i�\i�\�i��\�� , �\\�i� � `i��\�i\\��i�� n. o z z <br /> =\�%-� � ����',,������� A CCESS RI SER `��! a —' — , OPEN RI SER END �������� � n 3 � <br /> -��\�����• �� LASS 3000 CJP CEMENT CONC. Y <br /> \�\'/�\��\%% � v � `O g a TOP RISER=3�9-6��39.81 0 � � o 0 <br /> ��������. COLLAR (TYP.) <br /> \\�� � J � o o . <br /> COMPACTED � 0° � " " <br /> PlPE BEDDING 3.OQ" DIAM. ORIFICE, IE=3�-3�37.41 � <br /> 12 RISER, INTEGRAL TO DETENTION TANK LOCKING MANHOLE COVER a z � o <br /> n a <br /> ACCESS LADDER, � BY MFR. AND FRAME PER CDE STD. POLY STEPS OR � � \ � N � <br /> N <br /> ) 3.50" DIAM. ORIFICE, IE=36:,9�37.06 � <br /> DWG. 610 LADDER, BOLT TD ¢ <br /> WELD OR BOLT TO � I _ _ c� � � � � <br /> RISER (BY MFR.) � ��j�' '��� CATCH BAS►N WALL 3� F�OW TO � � � � <br /> /��- I� � IE= SSMH #2i207 z Q Q a s <br /> DETENTION TANK, SEE NOTE 3 ��� <br /> �� ON TYP. DETENTION TANK ` � �� �E—��':�3 <br /> FACILITY SECTION THIS SHEET ( ,�� � � = Z WATERTIGHT <br /> � ���'� ( � �� �� 48" SD S=0.00% N� GASKETED JOINT `S�'�'w A <br /> � � PRE-MFR. 36" 78" DETEN110N TANK (CONN. PIPE) � � „ <br /> o � e <br /> 6� ACCESS RISER z <br /> 0 <br /> N Q e Z � <br /> � CS01 � ��F T� 4' <br /> TYPE 2-72" DlAM. � `V <br /> SECTIQN CATCH BASIN ° 4 � � s oNAt� ���Y� <br /> PLAN �ti <br /> NTS NTS REMOVABLE PIPE SECTION 3.50" DIAM. ORIFICE <br /> w/SOLID END PLATE � <br /> TYPICAL TANK ACCESS RISER DETAIL FLOW CONTROL STRUCTURE - CS01 (SE TANK) <br /> NOT TO SCALE NOT TO SCALE <br /> z <br /> 0 <br /> � <br /> 6" DEPTH CSTC z <br /> x <br /> ¢ <br /> FINISH GRADE 3 <br /> 4 <br /> TANK ACCESS RISER AS COMPACT STRUCTURAL Z <br /> SHOWN ON PLAN, SEE FILL, AS REQ'D. _ <br /> 0 <br /> DETAIL THIS SHT. PIPE ZONE BACKFILL �+ � � , <br /> PER WSDOT SPEC. �"� <br /> ���\���� SECTION 7-08.3(3) ��� ��A�'�� � <br /> . 4 . ��\� �. ��� � o <br /> _ <br /> ; , .' p.• ' • ���i\� 6» <br /> �\\� 7his Record Drawing has b ov ded by o h�e s Though ed � � <br /> ����\\��, on"As-E3ailt information p <br /> ���,��. the as-built information and this drawing are based on � <br /> �� the be a �ila�;'e information,no presumption should <br /> ���,��i��� be d g i 's accuracy. � <br /> `/-,�� \��\���i\ ega in th � <br /> �j\��;\ � ' `''�t 12 oa e� � � <br /> �.. <br /> I Q � <br /> � `_ <br /> !��i\�i\�% o Sign By �L <br /> �\i\\��\�, cj l�� <br /> �� Permit inspector ^ � � <br /> L.` <br /> i\i�\�= W <br /> 2.5' CLR. \�\����\% a Print Name Title <br /> ,i\��i��� a � . <br /> TYP. \\��i\� � Z <br /> \��\i\�i\� � „ � (� '�[ <br /> �\����\'%1 ; 18 DIAM. FLOW �'�- <br /> �o� STRUCTURE ASSEMBL Y W � z <br /> ��\ii\��\ii\i\\iii\\�ii\\��i\i � iii �i iii �ii �.� ii ii� <br /> �%\�i������i\�,�������\�i i\�i'\��i\�i\���\���\� \\�\i��i\�i\\���i\�i\���i\���i\,��i\���i\�i\\�i\�i\��i�� �,:�\, FINISH GRADE LOCKtNG MANHOLE � O <br /> � i i \ \�i\��\i i\i�\i \i�\i i\i�\i i\i�\i i\��\ � \� \ � <br /> ���\�i\\�-,�'���\���i�����i�\i\���i\\i\��� ��%\%�i\�i\\%��i\�i\���\\ �i\\�\���\i\\i\������\������i�\i\��\�i�i\\ g» COVER AND FRAME � F— <br /> \��\\,i�i\i\\���� i ��i�i\��\\!��-\i\\�� \!��\�r�\\��%\\��\\���\\���i\.�\\!i\r� � � <br /> GRA VEL BACKFILL FOR PIPE i i� J W w { <br /> �i\ .- �ii\,�\\��i.�\\��ii\�� \�� \�"'i\�i���i� ��� % � <br /> Z ���i\���i�\i\i��i\� .�\i�\ .�\��\ i\i�\ •-�\ \�i\i \ i\� \ i\i�\ i\�-�\ W <br /> ZONE BEDDING PER WSDOT ^� %����i\�%�i\�i�\�\���i\1���\�i�\�\��\�i\i�\ �� `_ _ �\i\���\i�i\�i\\!���\�i�\��i\�i\�%i� �i <br /> B SPEC. SECTION 9-03.12(3� �` \���\%�i\�i�\�����i�\\������i\�i��\��� a \���i\r���\i �i��i\�i\�%���� � � � '''- <br /> DETENITON TANK, — `����� a " — OPEN RISER END ����%�� � a. o <br /> � Z � � � <br /> SIZE AND LENGTH SU1 TABLE COMPACT �v ? `D � e TOP RISER=�9-6��4i.25 � <br /> PER PLAN (T1P.) NATIVE OR IMPORT FILL " � — � <br /> 48" DfAM. CONN. MATERIAL l <br /> PIPE, PER PLAN � 1.25" DIAM. ORIFICE, 1E=39-5840.45 CLIENT <br /> POLY STEPS OR <br /> LADDER, eotr ro RIVERVIEW I, LLC <br /> CATCH BASIN WALL � 10900 NE 8TH STREET <br /> 37.85 FLOW T�� SUITE 1200 <br /> N�- IE=3�?Z9 <br /> CB85 BELLEVUE, WA 98004 <br /> � 1. TANK SYSTEM SHALL BE DESIGNED TO SUPOORT A MINIMUM H30 1RAFFfC LOAD. TANK MANUFACTURER SHALL PROVfDE CALCULATIONS AND SHOP �E_3�� �E_���9 � PHONE: (425) 453-9551 <br /> G DRAWINGS STAMPED BY A PROFESSIONAL ENGINEER LICENSED iN 1NE STATE OF WASHlNGTON VERIFYING TANK CAPACITY AND COMPLIANCE W(TH ALL � WATERTIGHT <br /> � PROJECT REQUtREMENTS. n ° N� GASKETED JOINT <br /> ` 2. ALL TANKS SHALL MEET THE STRUCTURAL REQUIREMENTS FOR OVERBURDEN SUPPORT UNDER A MINIMUM HS-20 TRAFFIC LOAD(NG. 54" DETEN710N TANK 48 SD S=0.00% <br /> 3. DETENTlON TANKS SHALL COMPLY W/ REQUIREMENTS SET FORTH IN SECTION 4-4.4(2) OF COE 2018 DESI�N AND CONSTRUCTiON STANDARDS AND (CONN. PJPE) . <br /> � SPECIFICATIONS FOR DEVELOPMENT. MATERIAL OF DETENTION TANK, RISER, AND CONN. PIPES SHALL BE 12 GAGE MIN. CORRUGATED ALUMINUM. � - <br /> � o <br /> � 4. RIM ELEVATIONS SHALL BE ADJUSTED AS REQUlRED TO ACCOMMODATE ACTUAL ACCESS LOCAi10NS AND FINISHED GRADE CONDITIONS. e <br /> � 5. ALL UNSUITABLE SOlLS SHAtL BE REMOVED FROM FDOTPRINT OF TANK AND TO A DISTANCE BEYOND 1NE TANK EQUAL TO THE DEPTH OF OVER EXCAVATED ° � <br /> � MATERIAL 1N ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE ENGINEER. ALL UNSUITABLE MATERIAL SHALL BE CS02 � <br /> � REPLACED W1 TH SUITABLE COMPACT STRUCTURAL FILL MATERIAL. TYPE 2-72" DIAM. � o `V C O N S U L T A N T S <br /> m 6. ANY DISCREPANCIES BETWEEN THE APPROVED CIVIL AND STRUCTURAL PLANS REGARDING ACCESS RISER HEfGHTS AND/OR LADDER LOCATIONS SHALL BE CATCH BASIN ' � ° � Site Planning�Civil Engineering <br /> � z GOVERNED BY 7HE APPROVED CI VIL PLANS. REMOVABLE P1PE SEC71'ON 1.8125" DIAM. ORIFICE Landscape Architecture�Land Use Consulting <br /> �0 7. DETENT10N TANK SHALL BE INSTALLED IN ACCORDANCE Wl TH CI TY OF EVERETT STANDARD DRAWING N0. 418. 11321-8 NE 120th Sheet , <br /> � Q w/SOLID END PLATE Kirkiand,WA 98034•(425J 285-2390 <br /> � o <br /> j z 101 South Wenatchee Avenue.Suite C3 <br /> Q,o Wenatchee,WA 98801 �(509)293-7731 <br /> � '_� q TYPICAL DETENTION TANK FACILITY SECTION FLOW CONTROL STRUCTURE - CS02 (NW TANK) www.cphconsultants.com <br /> �� <br /> � � NOT TO SCALE • PROJECT N0. 5 <br /> NOT TO SCALE 0024-17-037 <br /> ic � � , <br /> Q DRAWING <br /> � .Y; <br /> N .. <br /> � � � C3.20 <br /> �� <br /> �o c Know what's b@IOW. <br /> �-M <br /> . �� 111 before you dig. SHEET 25 oF 47 <br /> � � Copyright� 2020 CPH Consultants,LLC. All Rights Reserved. <br />