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SW 1/4 OF SEC 20, TWN 28 N, RGE 5 E, W.M., SNOHOM/SH CaUNTY, WASHiNGTON �- � � � � <br /> m � � � � <br /> It=43/.U1 C i K CNANNt� (t-Wj IE=448.27 12"RCP E � � CASE. 11-19-l2 � <br /> m�>��.�. <br /> �-----_-- Ol.}R .... mn mo . . �n,,re '>m ..m m, _ _ <br /> ^---.�01iF,...... OHP OHP r ONF HP �� <br /> ...... .. . .... ... . ......... <br /> O OHP OHP --� <br /> ........ � . <br /> _-,-_ .... ..� ':.'..�.'.'.''.�..'.'.'.'.�.�.�. ' . . . . . .. <br /> YARD DRAiN/CL ..�.�..�.. : . ,- . : , . <br /> EANOUT TABLE STORM DRA/NAGE NOTES LEGEND � �-���� �� ��� ����� � � � ��--� <br /> ,�4 . . .. . '" . ..W..�.. �'. <br /> �2�.......... .... . �.- �.--�.--;=.w . <br /> _�.. <br /> . . ----,-...-.-:.iv. <br /> ..�..�...�......�..�.�.�.......................'............................�....................'.................:.....�.. <br /> . ..... .............. ...... .. . . ............ <br /> . ......... .. .................... ............ <br /> ...... . ... <br /> v .... . .. .. . ................ . � <br /> 1. T T M SHAL E STORM PIPE ....................... . .......................... .. ... ........... ................... ....... <br /> NO PAR OF THE DRAINAGE SYS E L B COVERED ............. ..................................... ............................ ........................................................... ...... .. <br /> .................... .......... ........... . .. .... ..................... .. ............ ...... ...... . <br /> . , ..................................--..............::. .. .�.... .......... ....................................................._............................................. <br /> �...�..�...�....�..�...�....�..�.�.�.....�..�.�.�:.�.�.�...�.�....�..�..�...�...�.�..�...�..... .�.......�...�.�..�..^--.....-.............. -.---�--z� ............o.........�_�................................................. <br /> lOT LOCATION DEPTH (FT) RIM IE PIPE SIZE (IN) DOWNSTREAM (LF} SLOPE (�) CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN .. . .. ............................... . . .... .... ....... . .................. .......... ..�""`-�--�=-�-�-. _.. <br /> Y T � TYPE 1 CATCH BASIN, GRATED LID -=�'" <br /> .�..__� . .. ... <br /> INSPECTED TESTED AND ACCEPTED B HE CITY QF " . .::::�... . .. . . . � .. . . - <br /> ............... ....... T _ <br /> , , _._ .......... ............... ...... .�....................... .. _ . .. .. <br /> �. � �.,---- �.. ,,:,....... ....:.......... . ... ........ ....... ......... <br /> �,. ......................................................................T S'�.::::---�-�-.::.�:���:�. �.� _.... .. .. ..... ..... ...... ... . ... <br /> � ......................................... <br /> 5 FRONT 9.12 444.50 435.38 6 10 2.00 EVEREIT. . .. . . . .. .. . . .. . . . . . <br /> � 1YPE 1 CATGN BASIN, SOLID LID • °��. � " � ��� <br /> • • , .......................... <br /> �� . --�_ ............. .. .... ......_.................. <br /> - - - -- ----�----- --- ------ .. <br /> � 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY ' - � ����������" ' Y � E� <br /> 11 FRONT 5A9 442.50 437.41 6 8 1.00 "``'�"`�°� ���,:�� �,��"' 1F� � 6'CHAI �:i'. �r� � _ � . : . „�;,� _ �t' <br /> -i--- OF EVERETT STANDARDS AND STANDARD SPECIFICATIONS � IYPE 2 CATCH BASIN, GRATED LID Y� . ""! - _ i <br /> 15 fRONT 4.38 441.54 437.12 6 8 1.00 � -- y= _ , .' - ~. � - ���. fn � <br /> OF WSDOT/APWA. - �__ > " �_ _� � / �� / z � <br /> - . . <br /> � 3. APPROXIMA LOCATIONS OF EXI TING UT(UTIES HAV OO TYPE 2 CATCH BASIN, SOLID LID , -- , - -- --- - � -- -__ .__ ., - � ' ,: � ` Z o i <br /> 19 FRONT 4.01 441 J5 437.74 6 62 1.00 TE S E T <br /> OPEN SPACE � 1 Ex. ca n�� O � °O <br /> � �� TRACT 993 � � ` � �� '�� � � <br /> BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE � � ��� �,�� � J x R��=aSo.a� <br /> 25 FRONT 4.00 442J5 438J5 6 101 1.00 „� DEfENTION VAULT �� ���'��'A�` t' I � � �i IE=448.18 ,Z � c�i o <br /> - SHOWN FOR CONVENIENCE. THE CQNTRACTOR SHALL BE .,� ��s� � � _ J � � � I ( i �j W � <br /> 33 FRot�r ; �.s3 �3.75 ��.82 s ts � t.00 �� SEWER PIPE � 1 <br /> RESPONSIBLE FOR VERIFICATI�N OF LOCATIONS AND TO ��3, �4 95 � _97, � ��� � ��.�- � �_j7� � � N � <br /> 34 FRo� 3.55 �5.so ��.s5 s 32 t.00 AVOID DAMAGE TO ANY ADDITIONAL UTiLITIES SHOWN. IF � SEWER MANHOLE (COR SD 840) ; j��� ; °" � " 1 � w <br /> CONFLICTS WITH EXISTING UTILITIES ARISE DURING �� � i�- CB-11� TYPE 1 � <br /> 3s FRONT 4.s2 aas.00 4�at.3s s t5 2•0o CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE �' ��` � WATER PIPE ' � '� ��� �� STA 2+12.99, 23.94' RT � � � X''� ,/ � � � <br /> � .� � � ; �;: r i ,r, o ,,, o <br /> 43 FRONT 4.�t �5.�5 ��.s4 � s 2s 2.0o PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED � WATER METER � ; " `� � I c� � t w " <br /> 50 �oM 4.2a ; a45.00 aaoa2 � s 2s ; 2.0o SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO » , ' � � � _ ` o � � � �� �' � � � � <br /> �-- ----�- - -�--- --- ---- HYDRANT SCALE: 1 = 40 � - --� - o � � c.� � v�'i c� <br /> , - - COMMENCEMENT OF RELATED CONSTRUGTION ON THE �' �,, <br /> 52 ^- -- FRONT �- 5.37 ; 445.75 440.39 � 6 � 35 _ � 2.00 PROJECT. __ � � ��r; �U���(�-_�41+00 Ai . * N V � � X � � ~ � � <br /> 53 FRONT 4.88 �v 445.75 440.87 ' 6 � 24 i 2.00 4. ALL STORM SYSTEMS WITHIN THE PUBIIC RIGHT-OF-WAY �O T U N E ; � � --.�� _,. � � 4 p 1 �� � .�� � � _ � <br /> 40 0 40 80 �� �L�',��,:� � � ( � o 0 0 0 <br /> -- - - ' <br /> ---}-- --1-- - -- -- , , , , ��� b�T� I TRACT s � <br /> 5 7 �o�r 4.a 4 a a sa s � a a 2.3� s � �2 2.0 o O R I N E A S E M E N T S M U S T B E S T A K E D B Y S U R V E Y F O R . _ -- , � ~�- � ��}� N G P E v n n v <br /> LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. ' �� =` ' ' � ��� ``; ` ' � � - - <br /> 59 FlzoM' 8.95 4�t.75 435.8o s 3t 2•00 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR ; � �,;`{ ''� `� �' �._' � � `' l� x: ` CT 995 � � � � <br /> � � , �� ,i,. , : � e�''� f. � '� `�# : <br /> ss FROM' � 5.92 442.75 43s.s3 s 30 2.0o STAMPED DUMP NO WASTE, DRAINS TO LAKE. , '-�-�' - �I � �� • ApnRrMENr � � <br /> 73 FRONT 4.57 442.25 437.68 6 32 2.00 Q � � ( � � �'� `� ....in � � � COMPLEX � � `' '' <br /> .,' � ��`�°� i 75 LF 12" SD � 2.881i, ,�c � �1:: ,,�;:� a i. �o d- rn <br /> - - - - `85�86/f'87 88 89 �_ <br /> 74_ fRONT 4.66 442.75 438.09 6 34 2.00 T� , Q ; r I I 1 1 , �`' 9�� � \� ` i�: x: � � � � � � <br /> 8� FRONT 6.54 MI$.2S MF1.71 6 3O 2.00 -_� �� / � � � � �'/ I I ,, ��'� � (a � �.. O � N M �' <br /> 92 FRONT 3.96 450.50 446.54 6 20 0.60 � I � -'� � /� � '� �4 � � Z <br /> 100 FRONT 3.93 450.50 446.57 6 26 0.60 VAULT A-OUTFALL, i �� ' = - -,': . � , <br /> � :: <br /> : .' -a ., � . , .� \ _, ... ^-��`,.. � * �-.,t��. C� M �. <br /> STA 5+69.40, 34.59' RT STA 5+50 ' � - � �, � � � <br /> ;,.. . <br /> SEE RIGHT � ; ` CB-10, TYPE 1 � �� " � , ! \ ' c L c d � N <br /> MATCHL/NE ; � STA 2+78.ss, >>.�r �T - ;� � � �� t � � 'L � "c � � � N <br /> � ■ ■ �� ■ ■ � � ■ � ■ � ■ ■ � ■ � � � ■ � ■ � � ■ ■ � ; _ �\ I �b � �rr � C� C � � � i�ri <br /> / � < �: �T:' OPEN SPACE /I I , ;V� k �� c i c� V3 . � � � <br /> �. �ii- /��_ / / / / / / ' � o '�i � i � `'� i � � <br /> I { ������������� �� ' � CB-5, TYPE 2-54"0 � �' x= �� �l f : �' ;l �� TRACT � ; \ � - �. ���o��$ �. ��� �;Fi, •� +-� a � x <br /> o� � <br /> • � � ,�' ��t 1 , Q � � r �' V� a LL <br /> • :�:,:�.:.:.:.:. :.: :� CONTROL STRUCTURE 20; ��� � `f � � ,� 26 LF 12" SD � 0.71% �`l, e t�5 � ' - i j{ � g�$� c, , W <br /> � � 1 � --,:. I � � � <br /> I �.. .. �:� :� �� ' 70 LF 17' SD � 1.563� SOLID LOCKING LID � � t �. �. , ,�� ; � ` ,, <br /> N ( 0 3 �.� :."':�:�.�.� � , -� � � -: ��� _t . -- \ 106 LF 12" SD � 1.50� <br /> � STA 5+94.81 29.00 RT � ,�,..,.. /. �� 1 r ' � � � , � \ ; � ) �; ..': 8 <br /> I , �- j :��::�:�:�:�:� I . .: �: - _-;� _ _ CB-22� TYPE 1 h° 1 � -.� . � , <br /> � , ,. �; <br /> , .�., j , <br /> : .. ..... CB-2 TYPE 2-48"� � o� ; - � �:: <br /> ^ _ , ,., .. ...�.T�._..,-;- _ �, PEN SP CE .� : 1_.; /:_ _.�. , � � � � � � � � � �� , l � a 8 <br /> 4 ���'��������=�� � • �' SOLID LOCKING LID f <br /> . - <br /> _,�;. <br /> � � <br /> �.�_ l �. � <br /> . �- I � _ ,, , , � �- , f � , .: ,.. � �a i ���� � 5 0 � � <br /> . ....... , <br /> .. , _4..:. .. STA 21+46.85, / � � . � , � <br /> 1 �.� :.�.�:.�.-. • � •� =- <br /> � -_- 10.72 RT ,, � . :m � ` � � ,, ,, . <br /> .-.:.�.�.�.�.�. . , a F '� ,` STA 23+79.60, 11.72' RT , �o � ; r�i . ;'-. � � � � � � �` � � � T � �-� ,� � � o <br /> N I � ; �; ., �o. � _ ,� ; 94 IF 12" SD � 0.779� �° �; �"� : � 106 LF 12'' SD � 0.60� � \ ` � TYPE 1 � o <br /> � � � � �i� , 79 LF 12" SO � 0.61% �� ; : � �� j ` _ ' � � � 81) fi � � i� " � � ,� l, # CB-9, z � � N � <br /> ...... . , <br /> .:. <br /> I . ��::�:�:� � r I = _ <br /> � THRU GURB � � �- <br /> 3 �.�..�.� .� � ; ; CB-4, TYPE 2-60"� " � � :: �. � � ; � 9 r,i� ..� � ( , . W � - � 4 <br /> � '-� 36 � - p Ex. ce � ; -� VAULT A-INTAICE� � ; �,78`, � �= _ �� r ` �, o J,f � ;: STA 3+79.34, 12.04' LT W � � <br /> ....... <br /> � 0 SP CE .�:�:::.:.:.:. ° ; 'z � + 37 � � 39 � CB 21, TY E 1 �iM=� STORMFILTER MANHOLE , :.�- � c,� -_l,� ..... :: : : _ , , �, � � ;, ; �: ., . �. �� ti _ { ? Q � <br /> I � � �. : . ..... - CB 8, TYPE 1 STA 4+89.21 37.70 RT , � � ;�,� > ,�:. -<; ,,.. � �o , \ <br /> �` � � I � , IE=443 �, <br /> � .����� � ,_ � � � THRU GURB SOLID LOCKING LID �6� ¢�° , i � <br /> �, (; d I � � � � � 1 z <br /> � ��i .�..... � � i � � , , , � � � f 4:. ; THRU CURB � ; ` ,� �' � � � � ;, r , �, ' r ,�� 1 � �,�, W � � � � <br /> � ,- � � � �, ,�' , STA 22+29.13, 12.04 RT , � , I � C� � ,,, � , � : ; ' , � \ i � � <br /> ..... <br /> ...: � STA 6+80.18, 25.68 RT � � , �� � , � , ; :, _�. . � , � u�� ( � l 4 i - a � •; . <br /> � <br /> ' � ��:-:�:�:�:�: �'p .P' �:� t; � ::�: : : :: - - .>. :�: , ' �, . o � � � r ,f STA 6+50.61, 12.04 LT � :-�, � I:;> ,_ 1 � > a z � <br /> . ........ , _.. _, -��,..� � � - <br /> 4�g : .:. � �. ,, � � <, 'at , ` , � -t`� <br /> � -''� 1. � � .:' ;� �-�. , :: ;_:..-: , � , _ ;I � �. � 9 �I�ANSIT(Oi�TO � � v ; � � � <br /> � .. .... 155 LF 1�' SD (� 4.59% � �$0 LF 17' SD � 0.60� �o �ow � __ . . �. . � ,. ., � . . - F'; , �°' , �' � W �� � <br /> .... .P ,. ,. . �;;,� .. ,:;,: < <br /> :: <br /> � l � � �� .�- . _ . � <br /> ....... { � , ., , ----- -- __. 31 LF 1Z' SD � 0.619'Evr � , ::, _. , �`` ' � � �- HT �;� _ . �. 8 � <br /> CB-23� TYPE 1 .�.�.. 1 - :1 :; . , �; ,.., :. b� - , �oir� � � - � _ �. � � :� : � ,.: Q � HEIG �-_ � � � � � <br /> •., <br /> , _:. . ,:,.. ', � CB-20 TYPE 2-96"� � - � � J ;-� r co�PtEx , x� - � �CU B , .,,, <br /> � �-- <br /> STA 24+74.35 3.68' LT :�:�:�:� ; ! Y�:`� ; . -' -.;: ,� 'y:. �... � _ . . <br /> ; <br /> � � � _. � : z .,�' _.. , { . <br /> ' , ..; < , .� :: j . 446 � STORMFILTER MANHOLE � �� � � <br /> 20 "�-. _ . <br /> .... , <br /> . : � '� �::. : CB-3� TYPE 2-48"� � � �, � ! . �`� �� �- � � � _ � ,�� ,�, <br /> ; <br /> . � ` � � ,. / , � <br /> ` y ' O �s APARTMENT <br /> ...... . ,- , <br /> �: , � 5+oa �, � ' � ` � , ,, ,- ;: . ,- _ � ,� - � �. : � , , r -- - <br /> - ' 3.:�?..'.':.'... , . <br /> . ....... .;i , : -� "� �-^ 24+�Q �o : ; , � ��:. � W/ SOLID LOCKING LID � _� � . �: <br /> _ � � 4g_. 7� � �G $� � 2.�0°Io <br /> .. ...... <br /> j��s/ ,�, -�� STA 6+84.52, 4.96 LT DETENTIO VAULT A � ��:� � : / � � � cor�P�Fx <br /> � f = � �.` 23t00 .� v .:.:. , � '� _::: � � �, � ,� � <br /> . ....... , <br /> _ , z a ` Q`=- -- <br /> ( o .. ...... . � :o - . .._ , STA 20+75.95, 10.32 RT , _ - _ � .. . , , � � ,�'.., r � <br /> . ....... : . _ , .` �f 88 x20 x7 I � I � . � i _ . - PE 2-48"b <br /> �,I o I ... ...... : , �- r . , ' , `tl--�----�--��. , �� �;�r,� � - - �sQ� � :�- - -�CI���'i ,,,� o CB 6. TY <br /> �, +_ 3 �� � l l � CC �, , f r � , � o� o <br /> .... , , � ESS �� <br /> �.� � :r <br /> TRACT 99 �--. ` , • 70 LF 1 SD � 0.60� � ` . INTERNAL DIMENSIONS <br /> ,,- .��,��_ '��\ STORM VAULT SECTION � ) h �! +. ( � <br /> • ^ ,�..�::.�. ;: ,.,. � _�' ;�, �, : ,� ,; ' � �� ;.�,. H _ 9 ��� <, , � �/ , ,� :' . ' � SOLID LOCKING LID <br /> . � 5� . .... , �,� � : - ,r , , / - :. � <br /> : �_. � . J . u,, � , <br /> ( 1 r <br /> . . ....... . , ..:., ., , � .r� , .:.. ..� _, 22 � , .. r . 'T i . :.-_ �6 � <br /> .. ...... _..:.._. � � -:�. �<;� <_.::. Q= . ..�.. .. r_ � _ . . __ . � � ,�'�` � � <br /> . . . � ,;... ...;. .. ,. i.. � ..�. .. . :. ._... r. _.-._ . .., '.., _..:..._ . ��.n..,,E� �. .,.; . : �`. ���..�:.:... . ,... '� . �. .��.�`.G� ' - - ----- � / � .�:�- .. a� . 1J... ........ . ._...._. . ...1.. _ . 3' . .. . .. .b _:.-.-.. ._.:� �63 LF 1r SD � 5.71% 1 .72 LT <br /> : .� _ .� .t. __ :_ ::._. _ , . : : ., . ,., . _,._ . _ _ _ � . , _ _, 1 �_ . VAULT B INTAKE, , o _ STA 4+53.6$, 0 <br /> . � � ,.,. .� �, ; : ,.., ., _._ , _ } ,, ,. .... .: � .: � � _ _ � ,:-�� _ � _ _�._. _ <br /> R W VARIES . ., � ,_ : � 1 ��� � <br /> _ _ .,- ..>,: �.�:: . _ ,,,,... <br /> ,-:�,: �� :� �� . ,.: . ->. I :.: ::. � � - � <br /> � . � � � � , � . . •, �._ ! _ .: ._. .: : -; . :::,: ;.:: <;�;�� : . �... .. .:: -:...,_.... _ ---� ...- � � :. �� . . � .. � <br /> ,:.. �_ I . . . . _ .. , ... :.. . - , ., . . _ _._. ,. ... . w_5 _ ,_ 3 LT , � r � a� �-1 76 LF 1�' SD � 2.20X <br /> . ....... .� . ,.:: , : . ,, ... :_. .. ,�,,. . 5, . a � . <br /> � I - � / :.:.. _.;,; .:.: . v;. , _..:_:. , _ .: -.-: . �:�. < ; . , _ � <br /> I h......... :.. , STA 7+149 50 <br /> - . <br /> . ....... � , .>.:<,.. � _ ...r. ,... ,,, .._:.,-• r'� �.; <br /> N .�... <br /> t......... I : ,.., . . . 1 �- ,: :... .,:. .�... ,:.,.�: .. . � � � � � <br /> � 3 .. ....... < � �:: ,. �<.; � - �, .,, �. .. . . . :,._,.> :: : f �. : � { � , � � / �,- . TRANSfI`I�N 0 <br /> � �.���.�::.�..�. � � � � r --- -� �{;:':f ; .�� �,- _ <br /> _� . .. 1 96 �F 12" SD � 0.60% :.:. � , <br /> � • , 32 �,.:.... . i 2�+00 - <br /> _ <br /> ,: <br /> , <br /> • " ' ......f.` � �.�... � .. , . . .. <br /> j�.�.�.�.�.�.�.�. _ _ ; , , ? �; / \ � � �'`� i � ZERO HEIGHT <br /> � .�,...... o � �� .��j:�� CB 7, <br /> : -- � � < ��"�""'""""�""" � , � . � MITIGATED�/WETLAND BUFFER ' � ' � CK NG L <br /> ' �" : . : ,' < 6 f ; � : ; - : � � � t� . CUR6 SOLID LO ID <br /> . ....... <br /> „, ._.. : , <br /> ,;.. � a�� ,, .� / ; �1 � :,� ,. :: _ <br /> } 4 41 42� � , <br /> 43 � � \ � <br /> ..... ` <br /> � �,i <br /> t , <br /> ... � <br /> -7�+ .3s � � �_���:�:�:-:�.�.�, : X � �,' ,,. 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S1 �' � � � .� i 4 � � �. <br /> .... <br /> � � <br /> � �- � - - � �4 � / � � ,�' SEE LEFf � � Q <br /> �'- � ! � � 6 �� <br /> � � . R � 52 � <br /> ........ <br /> :.:.._:�:.:.:.:. __ , ; <br /> . . <br /> � , .: :� <br /> . , �.�::.�:.�.�.� • , �..:.;:: �-`. � ' .; � l~ ___. i ;� \ :��: <br /> . . :. ..: -..:. -. . <br /> , ,, - <br /> ,:: :: .. ' \ <br /> J <br /> _ ::: :_.. <br /> , 53 54 �5 --�7I , _ _�c� � : � � Z lu <br /> ( 1 , a.�.�:.�.�.�.�.� . , � �,; - 1 � � �" J [1� <br /> ` : , :., � <br /> � � N........ . .... ' \GJ. \ � 1.J <br /> _ <br /> ,: �` <br /> , , � \ t � � - � t . SEE SHEET SD-Q3 F4R <br /> I � � '�.:::�;,:,-::: �, �, � � .n �� i � � � �- : B STORM VAULT SECTION <br /> 29 �_ A OP� S� CE � i � �; i �- �1 � <br /> ...... . . <br /> } { , 4 � � �-�`` �' , TRA�T 998� � � � �� � f � �� � <br /> �.-.�::.�..�.� . <br /> ;. . �..� <br /> ::< <br /> . ...... . ,;. . <br /> _ , ; <br /> ,:: � <br /> N o � , \ / � `� �`� ' - � - � _ � � ��: a -�-�-� VAUIT B-INTAKE, W � <br /> � a o ..... ', 28 ��� � � �.; 77 � � , 44 ` ��- - - '244 LF .60 0 ' �� ���,�f; ; , I t A 0 1 ' LT � <br /> . , <br /> � N .....'.'. ' I -..`" � \ :\ �\. '' ,', � ` . .... � � � ,�`�. '� �,�� '.'.i I �'� � ° � . <br /> . .,. � ST 8+88 3 0 72 <br /> ........ � ._ 7� � . . _ , �, �,' , - <br /> � °�, � � �.: <br /> �` � �,. � � � - <br /> I ........ � �. �, <br /> .. . .. <br /> _. <br /> � � i . ,� <br /> � v�� 1`� � <br /> . , � � � <br /> , <br /> I � --;:::c R <br /> ` . <br /> . � <br /> � . � <br /> i A =± �� .� <br /> � / / <br /> - � <br /> , 1. <br /> :\ - <br /> ........ <br /> ..,. . s.._. <br /> - � A � `�s � I� CB 14, IYPE 2 4g'� 0 <br /> ......-- <br /> ....... �/ <br /> ........ <br /> � �, �. - Y ';�1 1 .1 ! z W <br /> `". � , / �, ` � � ) �74 ��? � � -� SOLID LOCKING LID __ � � �� ,�' �: VAULT B-OUTFAI.I, W <br /> ....... . <br /> ....... . <br /> �, . <br /> ...�......�. <br /> ........ • , :.M <br /> � �.�.�..�:::. �: � . 42� T �. _ ,\� � . � � :`� _��' �`r `�- � � -t�` STA 10+43.79, 6.15' LT �- � �� fi � l i STA 8+88.30 30.50' LT � <br /> � �.�.�.�.�:.�.�.�. , :_ _ ,. � ` � �73 72 T� 7l� _ - � �.� <br /> �A�';� �;_ �� .- �„ w� '`' �� I � � � � � :� � � � ��:� ,� , <br /> , : <br /> � � <br /> � . ,h, ! ..... , _ Z6 � , .; O` �, �; c,�� '"` `'-- ' -�-� s$ 67 � � � � ' � l�` � r '�I 5 LF 18" SD � 0.60% SEE STORM PROFlLE A <br /> � �� � ....... , 2 i� �, � n.�� j 52 � ��' so � o.sox 6fi 65, 64 63 � j � 6� � 6p � 5 � � � a , { � � <br /> O <br /> � <br /> � �� � � 8 - �' ♦ �: C ' x i �'' � <br /> �- f \ �' � � - a ..:_.. ...�- ��5 , � � � � I CB-16, TYPE 2-48"� �' b ' (/� <br /> , - ,,;: � I CB-12, TYPE 2-54 � <br /> N ' � � ,. T,�,s� -�; �, :. „(Q { ;� o �� 7. CB-17� TYPE 1 L , -° SOLID LOCKING LID � f .�: , CONTROL STRUCTURE � <br /> .. <br /> .........� <br /> , <br /> ._.._....:. , <br /> . .. � ) :.:_ , � SEE �HEET � -03 " � , � � . . . .. . <br /> � � :.:.:.. ` ��� , . I ' >.- i, � �° STA 13+04.79, 6.26 LT � <br /> � . � '. � � �< < �' ~ STA 11+90.83, 10.83 LT �° � SQLID L4CKING LID W 0 <br /> �r � � ��:�:�:�:�:�:....�. . � i ,� ..; , ` ��, , ', � � ' ._• _� ;: ;_ : ,�� OR STORM VAULT � � 1 � <br /> = <br /> __ : � <br /> o " , �.�.�.�.�.�.-:.-. �. � � Z� / � - ,,a :: 4 -, -� . � .;' o ��` SECTION / E STA 8+93.3Q, 30.50 LT (DRNE A) � <br /> � 4 <br /> ...... ... .. �. <br /> ` ,, � . ._._ t (i <br /> c� � ` � <br /> , <br /> , � ,r su � <br /> .... _ . _ <br /> _.�Q............. , , �y ,. , , , . , . <br /> , . � . �. �:-. .. , ..: :::, , �; _; . �.. ; f �' r-,�, Q <br /> , _ i <br /> � : <br /> . � 4 J W <br /> N .�.�.�:.�.�.�.�.�.�.�. .<�. ', �3 �: �` , " ; ;_ t 4 , -.,::,, ; ,,,::. 4 1 SD . .; : r;:` �- � �� � <br /> ............. � i ,,. � �:, � � . . 7 .LF. 49" � <br /> ' /�.:�::�:�:�:�:�:�:�:::�. • .�_ \ f . : , � .� � � �?� �,. � _ . :. ._ , -. ; � : . ` `� � .� :� � LF 18" SD � 1.21� SEE STORM PROFlLE A � <br /> N �So , ��, ,.__. � �2+00 - . .. ., ;:. _ , _ � 3� Q <br /> • ............. � - <br /> � N � /� _ � 27 �' � / l ` - ,�, j .. � ,�_ ��� �. . iE= �1 LF 17' SD � 0 71%� � Q <br /> Q / �:�:�: CB 18, STORMFILTER � ;. ; � ' ,� t .� �, � � :;, : /-� C� <br /> Q STA 13+53.59, 11.72' LT 2� � K � --__ ` � <br /> .... <br /> .... <br /> I s ...... ' _ � � - <br /> � '�•�•• •�9 � ' 1 �. ` �- ;. / . �-44 � :: �� <br /> , , <br /> .. •.�.�. � . .;;� =�' - ,: _ ,.,, +OQ �- � <br /> � <br /> .. <br /> < � . <br /> � _ '•.: ' D �O ` _�� / / � .. -� . . �.,; �.. . .- �_•: ' ' . ..` �/ ��_,�� � - ,�, l � <br /> �� <br /> �Y <br /> �A . . Y� � <br /> o ' � SS`-ss� ��:�:�:�:���:�:�:-:�:�::�:�:�:� .�... ��st 44 ::. 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ORKS j;�t+t IS Rc ;UfREDPRtOR �1/ <br /> a> �-�,, c CASE 11-19-12 � 5 iE 12" W - 32. � r .. . � •.1.'. � ����� . / <br /> +-• -� N � '��A) � . N o'M=434.86 TO SiART1NG :A CVt�S74UCTlUN ON TH15 <br /> � _ SS�-� � _ - c � � ' c � � � N � (SE�ORM PB !�5 _ jss � CONTnOL STRUCTURE �-FNO 3"' BRASS CfiP W/ PUNCH, "CI7Y OF � QINEER PROlECT. Ar�PR AL FOR ;�N�g PROJ£CT IS <br /> v • ' '-'-� " " '�"""" . . __._, - S-- ss---_� S � >; � !� _Sc_�_ 55_ � � f, -`� � STEc� COVER ':.9' DN E{/ERE77 CONiROL STA7/ON 467+60.85' L i �-� CONDiTtONAI PER CURR 1 STAN�ARDS <br /> � � - � - - � � _____ , � FND 3" B�Ass c,aP w PUNc�i "c�� oF JOB NUMBER: 13-144 <br /> ��� <br /> Y '' s._��.�.��SS� --I--i- � ss- ss S° so Sa_._�___^__Sp -� SEf 1�J 2-i/2" !P iN CQNC. DN. 0.5' in.� Ef{�RE77 CONTROL ST�ON 466f47.48" 7��-F�-G AND EXP4RES_. � un�ESS PERMIT <br /> J � -a--15' UTI�ITY EASEMENT -�� � T'� CASE 11-19-72 SE7 (N 2-?f2" !P lN CDNC. DN. 0.5' lN FOR CONSTRUCT10N1 HAS BEEN ISSUED DRAWING NAME: 13144C-RD-PL <br /> DESIGNER: MEV <br /> � � SHOREUNE APPROXf4��TE LOCATION OF GA . � �� <br /> ` C� �� C,4S . 19-79-12 <br /> in � `_� TlV1�jT a7�72 LINE PER DRAIVAGE T S�0_2 I� 434. /� EX CB <br /> DRAF7ING BY: MCH <br /> ASNING ON _ �, ,=43i.41 EX SDP1H l RIM=434.89 <br /> � � � DEPARTMENT 0� � - 18' Y�1=431.46 RlM=435.Oi IE 18" (W)=431.24 D/SCL�UMER: DATEe �' 5-12-14 <br /> � �-EASEMENT AF NO 20031231tOS0 � TRANSPORTATION - PLAN SR527 STA 30+82.35, 2�.2� RT �260 LF G' PERF PIPE � 1.�%� EN iE 12" (N)=431.49 " � <br /> TOPOGRAPHIC SURI/EY INFORMATiON CONTA/NED ON SCALE: 1 =40 <br /> � 132ND ST SE TO 112TH ST SE, IE 12" (E)=43?.49 � <br /> SHEETS 192-194 30 LF G' PERF PIPE � 1.00% Ex s�r�H THESE PLANS HAS BEEN PRO�iDED BY GROUP FOUR, JURISDICTION: EVERETT <br /> r i RiM=434.87 /NC. LAND DEVELOPMENT CONSULTANTS, JNC. - <br /> PPROXiMATF LOCA7i0N OF SEv��ER IE 24" CMP N =430.77 ASSUMES NO LIABILITY AS TO THE ACCURACY AND <br /> N SDCO-3 i� �¢" cN��s�=a3o.s� <br /> INE PER DRAINAGE AN� UTiLT�; � <br /> a ��s P�ov�GE� gY w;�s����T�t� COMPLEffNESS OF THlS DATA. ANY DISCREPANC/ES RD�O � <br /> � STA 30+52.35, 27.21' RT ��aT� DCPARTMENT OF IE 18" Ch4P N =431.17 FOUND BETWEEN WHAT lS SHOWN ON THE PLANS C a l l 2 B u s i n e s s D a y s B e f o r e Y o u D�g <br /> RANSP�RTFlTiON - PLAN Sft527 CULVERT <br /> � �32NQ sj SE TO 112TH S� �t, iE 2a c�e� N =430.-5� AND WHAT lS NOTED lN THE FIELD SHOULD BE 8'M �r �-$�0-424-5555 <br /> SHEET5 192-194 <br /> `o BROUGHT IMMEDIATELY TO THE ATT£NTION OF THE <br /> o ENGINEER. Utillities Underground Location Center SHEEf <br /> 11 oF 2g <br />