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<br /> � � . . . GENERAL �JC�TES� � ��
<br /> � 1. S70RMWAT�R DETENTION VAULT SHA�L BE A WATER TIGHT FRECA5T x
<br /> � . CONCRETE STRUCTURE DESIGNED AND FABRICATED BY CONTRACT4R. �
<br /> . � DETENTIQN VAUL7 SHAI.I. BE A 3-SIDED SECTIaN VAUI.T `fYPE SYST�M a . �
<br /> OR PANE� VAULT. - z .
<br /> _ -- 2'-9" 9'-3�12" 8�_5t/2�� 10'_0`� 10'-S" - . � .
<br /> • ' . � a 2. PR�CAST JOINT L4CATIONS SHOV�/N ARE �OR PRESENTATION ONL.Y. .
<br /> � } � ACl`UAL JOINT LOCATIONS SHA1.�. BE DETERMINED BY PRECAST'
<br /> . �
<br /> � � ' ' MANUFACTURER IN ACCORDANCE WITH THE REQUIREMENTS 4� TE�E �
<br /> � � � N SPECIFICATION. . � .
<br /> 3. �
<br /> -� VAULT 4PE�lING i.00ATIONS ARE APPROXIMA7'E. CONTRACTOR MAY � �
<br /> - ' , __�_ _ ..___.._...._.. .,_ __ _ ____ ___ ___.._ _______ _ ..____ _.._ __�.�.._ ..__ REQUEST CHANGES TO SUIT VAUL7 JOINT LOCATIONS A�1D STRUCTURAL
<br /> ,�
<br /> t?ESIGN. ANY CNANGES IN OPENING LOCATIONS SHOWN SNAl.L BE
<br /> � _ _ ; `��»^ ,�� �5 rv J _ _ NORTH . COORDINATED BY� CONTRACTOR AND APPROVEp -BY THE DISTRICT. r`
<br /> � � . �! ��'-� �/ I ;,� I ,`.,,_.,�� � 4. G�NERAL VAULT STRUCTURA4.. DESIGlV LOAD REQUIREMENTS ARE� a
<br /> . � � � I - ROOF SOIL LOAD � 6 FT AT 130 PCF �
<br /> A C C E S S ` �`` ' A C G E S S E N D W A L L (B Q T H E A S T - R O O F l.I V E L O A D A A S H`f 0 H L 8 3 �n
<br /> CQVER .. COVER Af�iD W�ST ENDS) - WALL SOIL LOAD 55 PCF EQUIVALENT FLUID PRESSURE ; . �
<br /> - El. 417.69 � �•'�`�, � �t, 417.67 . (AT-�REST)
<br /> . , �--� _ , - WALL SURCFlARG� LflAD 110 P�F' ,
<br /> . ,` ; - HYflROSTATIC N4NE
<br /> � `-'� NO LAUDERS 5. VAULfi INSTALLATION SHAL� �� IN ACCORDANCE WiTH PRECASi' � • � s=� .
<br /> ACCESS � ' � ACCESS MANUF'ACTURER SUBMITTE D A N D A PPR O V E D R E Q U I R E M E N T S. .
<br /> . - CUVER 00 COVER 6. INSTALL �qNTINUOUS 4" SCN 40 PVC PERFORATED PIPE AND DRAIN �
<br /> : . , � � EL 417.62 ; -,�`` i•. EL 417.6� A DRAIN ROCK �� � SHOWN. WRAP GE�TEXTILE COMLETEL.Y AR�UND .
<br /> - - - _ �-
<br /> ,
<br /> . 1 f }
<br /> ' - `� ' __ 7. CONNECT STORMV�/ATER DETENTION VAULT F'OOTING DRAIN TO CB30 m f
<br /> --------- --------- - -- -___ �_ _,_m _---- ---- -- -----_____�__------ __ ___
<br /> , � . WI7H 4" SCH �40 PVC STORM ORAIN PIPE. � �,, -
<br /> . �
<br /> 8. FIELD CAST F�O�R AT VAULT CEN7ER SNAi.L BE A MINIMUM OF t/2" �
<br /> _ g PR�CAST JOINTS, p � THICK. CONCRETE FOR SLOPING FIELD CAS�' FLOOR SHALL BE "CLASS o.z �
<br /> . TYP, SEE N4TE 2 3000 CONCRETE MIX, MAXIMUM SIZE COURSE AGGREGATE 3� , NO AIR - z o
<br /> _ . e25 ENTRAINMENT. MAXIMUM W/C RATtO 0.50"'. � - ,
<br /> � 41'-a`� I.a. 9. AL.L VAULT AC�ESS FRAMES ANt? COVERS SHAL.L CQMPLY WITH COE � � � �_�
<br /> . STD DWG 607A. COVERS SHALL BE STAMPED "DRAINAGE". � ' .
<br /> � . � S T C�R M W AT E � D E T E N T I�J N 1!AU L T R 0 0 F'� P�AN �E T AI L 2 � � ,o. ALL COV�RS SHAl..L B� 24"� SOLID. m � ��,:�: ,
<br /> . � . �6" _ ��-�" C'��j, '�f'j 11. �ALL RISERS SHAI..L BE 48"� WITH 36"� OPENINGS IN VAULT fOP, � � �;
<br /> � � �„/ UNLESS OTHERWISE SHOWN. .;a w .
<br /> � � �
<br /> , �.
<br /> a
<br /> . PRECAST JQINTS, SEE NOTE 2 � � � ' � .
<br /> • . - � CONCRETE F�AT SLAS BASE 18"9 PI�'E ±91'-p" � .
<br /> . oo FENETRATIQN . �
<br /> M . iE 398.24 ' � ' .
<br /> � {` . � o � .
<br /> _ . • , f�� � � � � � � � � � ,
<br /> _ � � ' � � -� � � n,. �
<br /> � � , .. � � �Af3DER � � ��u ; X n
<br /> . � � -_ � .
<br /> _ � _ � � � � �� w
<br /> � ��...�� I O 1 � - t ` � . - . p .
<br /> . 1� . I I j
<br /> , � ' �� - 1�' I 1 � � � ' ' � . ..
<br /> - t 1 1 .
<br /> ' 'f8"� PIPE � � � G25 . � -
<br /> ' � PENETRATION ;� � SLOPE LINE � .--, � , . �
<br /> �" IE 408.20 � � i r�'~ti'� i ..._.� � � z .
<br /> U
<br /> �' ; �; . ' , �� ; ; iMPASSE FENCE , + . �
<br /> . � � � � ._�� i .
<br /> _ ;n � a `�--- � GRATING OVER � �a.
<br /> , LADDER , � SUMP �
<br /> . � � � , , 4" SUBSTATION ROCK, � ' °
<br /> ' TYP �y ,.
<br /> � � � , , .
<br /> � � � � � �, .
<br /> , �,
<br /> . � � � � � � , .
<br /> � '�,- �`� � ; ; A -�--�---.... -�----�-...�- 2�1 �'ILL S�OPE � �,
<br /> . � ; � � ', ' � � � E 12" CSBC, TYP N a
<br /> . , �, ,�. , , � ,,, Q
<br /> . � �L 415.0�---- - .- .-..-_ __.,_ _.._._.�._�._. ______..� _._.
<br /> . oz ..
<br /> ' ( �� #�
<br /> . � g D .,..:;.••;';� .,� •�•.•••� • .;•;:.: M. '
<br /> ' ' G25 r;' . �g.� W��L jA • .
<br /> . 10`-0 /2" EL 410.00.�...._..�___,__.._..__._ _ :_�_.. ,�t..�,-� .
<br /> . , i 18"� PIP� PENETRAfiION `h� ._._.� FROM GB6^_._.��..;,^,_}j:� _, . �,�,,��o n htr�,��� . � , �
<br /> IE 408.20 a FRQM CB2Q----�'"��``������ ': CLEANOUT �' `� - �� �
<br /> 41�_aF� I.D. �: .�,; � .
<br /> �
<br /> �� �, •:: Z .
<br /> . T R AT R T T V A T F R PL AN DE T AI L 1 -----.- - - _.___..__�_.�__w�.�____...__._ ��� _ . ,
<br /> . . . � � ..._. _... _ _�:..: _ _----- �°�,s`�rsrF���� , k .
<br /> . � o Mw � o� � � ���v u� ��a �� 40�.00 .�� , aN��
<br /> �s�f ~ 3'_�„ RISER T CO{VTROL . �TRUCT1JRAt��ILI. � ..�f)"7--�5 .
<br /> . . ,' DISTALL TE� F"ROM 4" PERF DRAIN TO 4" SOLID Sh1oHOMISH COUNTY . �
<br /> . RETAINI�lG WALL 7 EL 400.00..--...____ _�.,�_ _ ...�.5j'l. S�.OPES�_�____._�._. ___ CHARGE � D
<br /> . . RISER, TYP � D
<br /> � � COMPACTEQ----"� •�� ON FL4C}R INSTAl..I. WYE TQ C4NNECT 4" STORM DRAIN PIPE - ' . �
<br /> � STRUCTURAL, FILL ,---��' "�"�`'� �""""'f�" FROM �IL CONTAINMENT VAULT FOOTiNG DRAFN PUSLIC UTiLIZY DfSTRICT NO i : �
<br /> � . i o ;�::�.,;:.�, ,�,';�;;�,;� :� ;;,; � .
<br /> .• o , �`
<br /> . ... ., .. .
<br /> � � ,- • ._ .�. .
<br /> . . EL 395 00
<br /> .
<br /> .
<br /> . . . - - --- - __._ ___._ . . .._ --_------ -
<br /> . . • ,�.. . �_.._..._._.��.. ._ ____._ �� - . _�_m�_�...___fr.._ .-- - - - - WO 354046
<br /> , . .
<br /> . .. .�
<br /> .., .. .�
<br /> . . . . .
<br /> ' El. 41�.00 6 �ST TYP -
<br /> �L �,'.�_____..._..._�_.�...______.__..M�._..__,__.._.._.___._�._.._�_.�.�__..__._._______._ _____.�.__.__.�.._____.__..___..• --,_._....._. � _..�.a.,��.___
<br /> . 415.25 _._...._...�_... _._.. ,�..�.,�._.._.......�..._.__...�._...T �. ia_Q�, ��III-�-- - - i' C� TAS1� �
<br /> � COMPACTED---''1 . . . '��T=!I I.= •
<br /> , � STRUCTURAL FILL . �.: . .,,. .,, .;, ., ;:, •:: ,� .;; -��,-- �11����� � I �C� � SCALE
<br /> AS NOTED
<br /> . . �.�...._....._._.._._.__�_..,�_.�_ _ .__._. _� ,___._��__._�_.�___---.____ .___.___.m..�. �EL 410.OQ � � .
<br /> . , � � DFTR DMD .
<br /> . . RIS�R T CONTROI: GEOTEKTIl.E / • ' c�� T ��� p � `� � � � � CHKR LDS
<br /> 4"� FOOTING . ° �' .° , `� �� � �� �� This Record Drawing has been prepared, in part, based . . �
<br /> � DRAIlV, SEE � • . �i6 = 1 -� on"As-Built" information provided by others.Though � � �
<br /> � N07E 6 � o � 4 the as-built information and this drawing are based on ENGR �1WC �
<br /> //i�. � ' . - � ,
<br /> � -�;�--•------- - -m------------�-�---�----- ----�---•---� -- ---� --- El. 4t35.aa ��o�o� the best avaifable information;no presumption should p
<br /> /
<br /> ��Q�R e made regar ing the drawing's accuracy. Apup
<br /> . . NEAT LFNE �, � ��..�� ��'���'�E� � � - � �� .
<br /> -- � \._._=��� �-��� � � . �'�
<br /> TOP OF BASE �
<br /> � 'v�r� -��� F..., Signed By Date � DATE j p��.a`�� � ,
<br /> ;
<br /> . /� � ;.�: SLA� �L = 387.C1 � , .
<br /> Da,�
<br /> . ,
<br /> . .
<br /> . ��
<br /> . .T__.� r-_._.._..�....._.___��_�....__� , _� El. �00 40 �
<br /> ,,� � ____ __ FOOTING DRAIN �ETAIL P� ` � � �
<br /> � �
<br /> „ , „ . � -� Permit Inspector � o
<br /> TEMPORARY EXCAVATIC?N FIELD CAST ,� :,; 314 = 1 -0 � ' � , E ���SIo� Print Name &Title i N
<br /> , SL.OPE D£PENDAhfT ON SOIL � . F1.00R SE.OPE C7 ..
<br /> , (; �u�i���ri�R�rs � �
<br /> CONDITIONS - °`'��P�;���� Q �
<br /> o ... ..: :;. , ,.,; .� �, , ., Q �EVERLY PARK N
<br /> :;�; :r. * WATER o �
<br /> . � � �usuc woRs�s �eatr•Zcr � SU6ST AT I QN � I
<br /> . -�_.._. .__._..}-�-��,. __... ._ .._.._�..�_.�._.._..._._ _ ' _..�._ _.- _,_._- --EL .39S.OQ . ! SE�IER f ; I
<br /> !I r� r I ��T^ it£�Zli1RED PhiCiR Ta S1'ARTIHG GRADTNG & DRAINAGE �
<br /> .�rit corasrPucrtor� �n 7Has �
<br /> ' ��t �c�V SUMP P>to7ECi, d?'r;tuv�,l. fOR YNIS � i
<br /> , OI� VAtJLT DISCHARGE PIPE � �(�-- - _- - --_- �K»_� a.. co�orrzor�n, PtR 12 0 � 2 3 DETAILS SHEET �3 0 .
<br /> � . r ^ 7R.CifF%C � CURRENt"t�'f°;T,� D.1i2G5;13VD a 1 �,
<br /> ��.-I� _ _ ���S;�ES��U�� � %� .
<br /> � � S E C T I 0 N A '` ���f���J FL•RMC!FUR COM57Rl3GTYOd111P�51 m ; .
<br /> GYT��NGINEER BEEfi ISt;L?D. �CL6�t _ ��_Q,� SCALE IN �'EET. ��'
<br /> �Y 1 .
<br /> E'�
<br /> _ . - . . �,6�� - ��_o�� � �z s a � 2. � ��
<br /> _�
<br /> :^
<br /> � ����� = 1�-��� SCALE IN FEET REV - �RAWING �T i
<br /> . _ - � � 0 S-1UA-C24 � � � Y
<br /> �,..
<br /> . , �
<br /> � � . � �
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