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SW 1/4 OF SEC 20, TWN 28 N, RGE 5 E, W.M., SNOHOM/SH CaUNTY, WASHiNGTON �- � � � �
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<br /> It=43/.U1 C i K CNANNt� (t-Wj IE=448.27 12"RCP E � � CASE. 11-19-l2 �
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<br /> �-----_-- Ol.}R .... mn mo . . �n,,re '>m ..m m, _ _
<br /> ^---.�01iF,...... OHP OHP r ONF HP ��
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<br /> YARD DRAiN/CL ..�.�..�.. : . ,- . : , .
<br /> EANOUT TABLE STORM DRA/NAGE NOTES LEGEND � �-���� �� ��� ����� � � � ��--�
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<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 /> �. � �.,---- �.. ,,:,....... ....:.......... . ... ........ ....... .........
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<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
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<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 � -.� . � ,
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<br /> : .. ..... CB-2 TYPE 2-48"� � o� ; - � �::
<br /> ^ _ , ,., .. ...�.T�._..,-;- _ �, PEN SP CE .� : 1_.; /:_ _.�. , � � � � � � � � � �� , l � a 8
<br /> 4 ���'��������=�� � • �' SOLID LOCKING LID f
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<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 �
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<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 ,. ,. . �;;,� .. ,:;,: <
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<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
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<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 -
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<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 /> . .......
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<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
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<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 />
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