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<br /> 0
<br /> c CATCH BASIN
<br /> A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SECTION 23, TOWNSHIP 28 N., RANGE 4 E. W.M.
<br /> CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON TABLE
<br /> 1A_i1/1� � CB #1, TYPE 2, 48" � o
<br /> �tV RIM = 552.00 00 � Z
<br /> IE=544.76 (15" E) 4- � �
<br /> 0 20 40 80 IE=543.76 (15" S) �' � �
<br /> PROP. 35� �NSTALL: IE=543.76 (12" W� � in �
<br /> COMMERCIAL NEW CURB AND GUTTER PROP. 35' � 2" N� N `'' o
<br /> IE=544.76 1
<br /> PER DETAIL SHEET � � �' W
<br /> I DRIVEWAY IE=546.66 (8 NW) �, � . '�
<br /> COMMERCIAL 3 � �
<br /> DRIVEWAY p � V �
<br /> CB #2> TYPE 2, 48" -' Z
<br /> GRIND EXISTING RIM = 552.00 0 � ; Q
<br /> ASPHALT OVERLAY IE=546.30 (12" N� v w � Z
<br /> NEW ASPHALT . - • _.._. . ,_, , IE=546.30 (15" W) � N � �
<br /> f P ETAIL SHEET � � �- ' '-'- • - O w .
<br /> _.�. � � � I
<br /> _ � � CB #3, TYPE 2, 48" � z
<br /> �.`.�---=-- � _
<br /> _„__________ __�. .
<br /> --------------- --_ � 1M _L
<br /> � RIM 553 00
<br /> _-------- � �- --�--__� - - � � _
<br /> -- - ,- -��,._ _� ._r_�.W_ � �� IE 547.12 (12" S) a a Z c
<br /> - ----------------------�------------ ------
<br /> _ � �� e $ -------- -------- S„�b '�' �� -------_---------- - -J - so -so �- - so - ,- ' IE=547.12 (12" N) o o Q `
<br /> . ----------
<br /> _ �,: -�
<br /> 365.87 ,.,. .�„ , �" --o p �� � � ------ ------------------------� s° - so,- s� so ._._.� �..r W �
<br /> . �_ --- ---- - -
<br /> .-�....
<br /> ��;�,-,��_ ., - 5�� 7. 48
<br /> . .
<br /> �
<br /> ,;,._;�..;..� - �_ ,
<br /> .�:�..�.._. .��� ..._ CB #4 TYPE
<br /> �
<br /> � �
<br /> ''`•.�=��;' �`� �_.�-�2-so_ _ = - - - sP _ .. �_m.� RIM = 553.00�
<br /> �.
<br /> _
<br /> � 29� �/w �--- ��`� � � S88'0 t"E t 68g, � �
<br /> , 47
<br /> . �:
<br /> ._.�
<br /> -�'`°- '�,s� :�: � 2----- SD �� s�- so � �;-. so .._ �_ � � 1 m��., �� �
<br /> � _. �
<br /> �..:,
<br /> ..;.... ------ ---_.- -
<br /> _
<br /> � . .. � -------- � � F ,�
<br /> y. .- . : . . . . ,,�----.- . sa -- "� /�
<br /> .;. ° -
<br /> � _ . ,T � -_., �� _ _�_�m���.�._._,�.�.: ----
<br /> �;���.. . �._ .� � �` �
<br /> �� �
<br /> �.....
<br /> _��
<br /> ,
<br /> S° -- --�so �� -.�- � IE 547 47 (12 S)
<br /> �;,,;,.,, . ��� �. ,� . . ,_ � ,--so so ._.,. �.��----- - 4 2" )
<br /> .
<br /> fl ; � � . _ � SD �s° --so� _y- --��o[� so�"" - - so � �° IE-5 7.47 (1 N � � � V �
<br /> � , � � � ,_ (� � ' ` � � - so - so -� _ � ._ � _ �_� _ _ ¢ ¢ a
<br /> _�� E � �_ � _ Q �
<br /> �--' INSTALL: � � � � �� � 926.95� ---------_I
<br /> � � �� � NEW 5' CONC. ���' w '� ��' � /�� CB #5, TYPE A, Z
<br /> � ; �, � SIDEWALK a � .�� � � �t�`�R.O.W. � � W�STANDARD GRATE � � v
<br /> � � � � "`� � ��.�m" � � � �DEDICATION � �� � � � RIM = 551 JO � � � Q
<br /> F � � . ' � ' - - '- �� �
<br /> � ` l �� � �_ �� � I IE-548.24 (12 S) �
<br /> �� � `�� s � _�,__ ������ � /,����2��i� � � I � � IE=548.24 (12" W) � � m
<br /> . �; i .�'
<br /> � � �f
<br /> 2 LF 4" DI STUB LAID FLAT � �"'"�J !; e _. � � � . I �� r � . �� � . �� ; � I � �
<br /> IE=547.50 `�- �@. � ° � � _ � � � � � � 132�, � ASPHALT � �_ � CB #6, TYPE A, � � y
<br /> � � � � ������ "`�� 1 l LF��� 2" CP P .40 0 � ° ` � , I TAP�-TO MATCH � � W�STANDARD GRATE N °O o �
<br /> TYPE SP PIPE WITH
<br /> � �_ ' � ExIST1�VG � � RIM = 552.00 � � � �
<br /> o��� �4 1 �
<br /> C�ASS 2 11.8' �- I � I IE=549A� (12" E) �
<br /> PERFORATIONS 12" o � � � 4 4 � � ; ��"° � � �� �� �� �
<br /> PERF PIPE LAID FLAT '� cr � �� � I �� � � �� _ � � � I � � �
<br /> � :
<br /> � I CB #7, TYPE A,
<br /> 50' � � � 1Q� � �b.... � � �
<br /> 2"X�2" PREssuRE C�EANou1 w�'E � � o ��� i �� � � � � R MSTAN549 gp RATE
<br /> A TREATED GRADE BOARD FROM PIPE � �..�"'�� ' ; �, �� ' � �_ �� I
<br /> ,�,. 'ti� I � -r
<br /> �,� ,� ( IE=548.22 (8" SE)
<br /> _ �:'��;� �yr,•�i:i N}"f<•c.r;iC� ..:ltr'��` �:4�::ti����:.er��. �'�.'•�.;T'6i:{'ti � �:I �' � � � �
<br /> •p. 4�a:� ��.r..r.:?d C.y:;ra'•%.:���'i�iy�a�v+ta .tli!_M�r:•�::i,N,'.' � � I � �
<br /> R�` }'r,..Y�:.1�t:."':.rtr.S ,,,-`.r7�.':�+.�z:.sY;;_r� '..ArL;+'r;"_,�....s:�...�.:� g� � , ��le� � � I
<br /> PIPE O.D. '�C"� � 4 PRINK.E��. ` .�`, `"-�-� - I � � CB #8, TYPE A
<br /> -��:;;.,. ,�:.. .,�a.�.;..�.;r�.�i�*�;.'� •.?:�:u,�,�.w::;+;.�::...��.�.:�,: L � FLUSH f .` I ( I W/STANDARD GRATE
<br /> �.:.a�x,;r-r:.;'�� �w �.- �. .,:..�;-���,,ytw.;.�a +,�.;.-�... y�:.,.; � RIM 549.80>�
<br /> � ;�.. ,:.:r:� . ,, :* �,.�. .'.:��;..�,,, � .:`.�:'ri _,:�,;t.�w.�-' I (���,t' 4. �.7 T A I I �� � IE=546.71 (12 S) �
<br /> ���, ..�u: e... �.�, .a r� ..�'�^:. ,. , o
<br /> t \ i.�sMn•.�� .'a :,�`!f�i`.::�.,�.:�:"�:n:r~�Zvr;�L �t„']` •r!(?�i" ' � .
<br /> --x t �,,,�:�,:-�"=" `a. -t ::•<:ti • •..±-.s•.��:`,� ;•' _,;��•:;t,.._..; 4. � , '� I WE L ND B -�- �
<br /> 1s`' ��.`.%+c'sJ��.i,S: :L:�:�� _ �.+.aA.,. ..s.•"�::Y.ti,��,,...erti••"1;.tiJ:4:^�"...'•N't. ~'c� � ( t 3.;�p �/
<br /> �3 ;' 4 � ��� � � CATEGORY II I I � � � �j Z
<br /> -�- , �-� WETLAND I CB #9, TYPE A, Q � O
<br /> A 4" D.L �FORCEMAW�IN END CAP °�� ` � 4� � ` �� � �� I � W�STANDARD GRATE � � �
<br /> IE=547.83 OR PLUG ���� �� �� � � �
<br /> CB-rrPE A �.��� 2;� 4, ��� , / � -� � RIM = 553.50 �
<br /> w/SouD �oCKiNG uD -� �`4 8" PVC ROOF � ���` . x� _ � � I IE-550.5� (12" S) W
<br /> (PER CITY STANDARDS) � � � � ;_ � �ttz � ` TW 55 .3 � � • � �
<br /> RIM=548.50 WALL ABOVE � ��'�� � i�� DRAIN � 0.50% 4 ;� � � ���� �°� BW=S 1.0 � �_ � �� � � � �
<br /> iE=5a5.0 a" D.i. ----- �..��� �� �� � � ��� a :`.��� . � , �� � l � I � CB #10. TYPE A, � �
<br /> S7UB _____ 4" D.�. F.M. �N � �'� ' �� i � � � -� � � W�STANDARD GRATE � �
<br /> �. .�. � '� �`�3 � °� � � I � RIM = 553.50 Q
<br /> 20�- ,�,;:�%:��-�: �'� � ,; 4. � � �` �` , '�� � / �,I�� �,I� I �_ �,I��, � a
<br /> `�'���<`�:'�`� Ej °� � �. c °� � � � IE=550.00 (12", N) Z � �
<br /> C��.�:;�_'��.� 1. THIS TRENCH SHALL BE � ��Q �l, �° `�a I � �
<br /> ���'� �:'x r•� FI T R FA RI CONSTRUCTED SO AS TO � �: ,� ; �f � � �� �� ;��,,.--- � � �++ /--� � � � � �
<br /> L E B C � �`"� � � , / / � J �
<br /> GALV. BOLTS •_•'v:=c-•y::c;;;+` PREVENT POINT DISCHARGE ( ^
<br /> � � °' I � CB 11 TYPE 2-48" Q (� �
<br /> �::�:��W:��:.�; AND/OR EROSION. §� � �
<br /> 2"x12" PRESSURE �l.�.. ; ;;;: 2. TRENCHES MAY BE PLACED '�� ., � � 4. ; � 75�#Q � �L � � �L_ � I �
<br /> RIM = 552.50
<br /> TREATED GRADE `� � •�"'�• NO CIOSER THAN 50 FEET ;
<br /> �•�="'�;`:`'"�' TO ONE ANOTHER. ��°� � � '�"�`" APPROXI ATE ; , C� / � � � I IE=544.13 (12� N� O W
<br /> BOARD. EL=547.50t > ,�;► � � � � � � < ; ,�` � � „
<br /> ,t � � I �� �� � IE=544.13 (12 E) Q O �
<br /> �.- 'r,';�;�: 3. TRENCH AND GRADE BOARD `� � BUFFE I I
<br /> 4"x4" SUPPORT : ^ r:'��"'�� I�UST BE LEVEL ALIGN TO i
<br /> POST ' �;_ 'Y;�,.�'`� FOLLOW CONTOURS OFF SITE. � ; � �, � � � � � �� � C � � I � N �
<br /> � �a� 'a�:�'•" 4. GRADE BOARD SUPPORT POST I c� ' l �� `"``�� ` CB 12, TYPE A, W STANDARD GRATE `
<br /> 12� PERF. PIP � ..r. _'���;n CLEAN (5 5% FINES) gpACING AS REQUIRED BY SOIL �- � 3 PROPOSED / � I I t # �
<br /> LAID FLAT W HOLES 3 4"-1 1 2" WASHED - �3 � RIM = 549.90 Q � /
<br /> � IE=546.90 (8" S) N W
<br /> �P � ROCK � CONDITIONS. `,�� � I � ��- . � �W
<br /> � � � � 45 375 S.F. �� '�� ��w�� � � � �.�, ✓
<br /> U
<br /> ��A-a� � � � �' � ��� STORAGE BUILDING �,� ,� i 1�� ���� � �� � �
<br /> � �.���:� : � 4• � �� 4. � � ( � CB#13, TYPE 2
<br /> � FF=�JrJ4.0 4 �� , ; ���` � I �� �� � RIM = 552.40
<br /> DISPERSAL TRENCH •i � � ��' ��� � , � 4 � � �, € --.-�- 'r�w= .3 � � I
<br /> IE=545.47 (8" N)
<br /> . �,
<br /> m �� � � Hic� BAY � oc�� � - _��� o � I ♦ � iE=54s.4� (�s� E)
<br /> NOT TO SCALE Q a€ a ��� ��
<br /> � I � �. a � � sTo acE �� � � ; E � � 1 .�� �J., � I �E=545.a� (�5 w) �
<br /> -��", � . � � #10 � FF= 54.0 � °�� �� � � � I � �
<br /> �, � 2.� � � % � � i
<br /> � t"" � �, ��� � ' --""tW=553.5 � I �
<br /> i 6��` ��� a. � j �W=551.0 � � �,I�� �,I�� � � PLA1�i APPROVED �� sApR
<br /> � „ � �.- ;; � �' . � I � � � ;"'r,. � F W A sti�
<br /> T =556A � � �.= 8 PVC �OF .. .. ... � I �� ; � - , �f�' �b �`�� � �
<br /> BW=554.0 r, , � 4 DRAIN � O.f�O� �"` :0 '� � �, �--.`_-_ � �� �� I �� �' �'- �
<br /> LEGEND � , � � �
<br /> � � � � � - � � � � �� i � �
<br /> PROPOSED TYPE II CATCH BASIN � � � 2:1 ���� :� �� � � �� �� � � `'~� ' � � � � �� �� � � � �� �osi� Pt/B[IC WORKS �o � 24661 � �� ,
<br /> � � '� � z .� z �� I DEPARTMENT .� f'�+ t��c. <c, i
<br /> I � w��e F /STE �
<br /> WITH SQUARE GRATE LID �� ' `= � �Q "�� � ,s � �
<br /> �- � � �,, � 4. �� : � .�t� � � � � � �r.r-�;'���.�/'�---� S��NA L E��'
<br /> A, . A VVRLI� vs'ORILS VERMIT IS
<br /> PROPOSED TYPE A CATCH BASIN ■ � ° ' � ,��,��o ,�ZO� � � E '�.•'""`� . � � �� ` � �ER 6� RfQti:REU �,<ioa ro snutrtr� ��
<br /> ���� f � O �,�]:i,�<:�E . .. ...- �. ANY COMSiRl1CT10N ON THIS O5 25 � �
<br /> f� � 4. g35A� � �'� �� I � � F•ROIF�'T ♦v�c�oVAl POR TH�
<br /> � � � TRASH DO � � � ` PROSfCT 15 CUNOITfONAL PE� "
<br /> PROPOSED STORM DRAINAGE LINE �� � �° RECYCLE � 4. 4, �` � ; '� � . � � � � � cunaEnr rr sr� o rt �p
<br /> �'i� .�9�.,,.
<br /> PEIiM1T iOR CqNgiRUC7[QM�
<br /> � 218 LF 12" CPEP �` pREp � � � , p„- � � � �'� exaiNes ��" � o
<br /> �i
<br /> SD O 2.69% 2: °� �` ,. �� - � � � �- �'�`� � ea seEnsswEa " o � � a
<br /> PROPOSED SANITARY SEWER MANHOLE • f . - - I
<br /> o� ,_._, �- � O st U �
<br /> � � .... .. ., ',, f � �, � � I I � .� _�� �� z
<br /> PROPOSED SANITARY SEWER CLEAN OUT • TW=556. � �"� ������ ��' � � ���� � � � I � z
<br /> •`'.,� ' � �� o >
<br /> BW=552. � F :. s , ° ,� . I I
<br /> , � ���� �; ���� -� - � � � r 1 � No�� _ ��
<br /> PROPOSED FIRE HYDRANT � � ;� � � .: ' � � �
<br /> . � � �
<br /> g � �� •�� �;;.�_ �:� 4 Q I I �,I� �_ � I 1. ALL TYPE A CATCH BASINS SHALL BE PER C.O.E. � �
<br /> . . ..
<br /> PROPOSED TEE � �
<br /> 3 , ' .' •A ;� : ='': � ' � STANDARD DRAWING 402. � � o 0
<br /> r . � �'�,�� -""_" � 1 I � c �c
<br /> ' _.:.
<br /> � 2. ALL TYPE 2-48" CATCH BASINS SHALL BE PER v, °' 'o
<br /> PROPOSED GATE VALVE N �� � ;�" ,' � ��' � ��� I 'u� o o�i a a:
<br /> �:r
<br /> �_ ..
<br /> . • ' � �� . C.O.E. STANDARD DRAWING 404. a� r o
<br /> PROPOSED BEND IT � TW=555.0 �� �� ��� � �� . "" '_��� ;`;� �: -° � �° �_j �'�:-* �'y. � r ; � ���-- � � � �� � � � 3. POWER SOURCE WILL BE THE CONTROL PANEL IN � o �' � �
<br /> r �
<br /> �_
<br /> BW=55 .�� i� �� -` � �a» � �5�1.0 a � � { � ,'�'` � I �� � � THE BUILDING. THE TYPE OF POWER SHALL BE 3 _� -
<br /> �,�,,,. F ..
<br /> PROPOSED CONCRETE BLOCKING ► � � �� �: � � � � `'' � �� -�''� �� � �..� • I PHASE AND 460 VOLT. z � �
<br /> 4 � C' �' � � � 4 ;,,'"� , I � � ( 4. CONTRACTOR SHALL CONSTRUCT RETAINING WALLS � z �
<br /> PROPOSED FIRE DEPARTMENT CONNECTION � '� ���103 LF 8"=��� ¢�� � � _ �` � I z
<br /> FDC .�-°° � ��/ ' ^ ,��` •5 � � � ( PER TERRA ASSOCIATES REPORT DATED JANUARY O z N
<br /> � � D.i. S13� � _ � � s0 FI�� :�ERT � � � 5'�� I 12, 2016. � g
<br /> PROPOSED SPOT ELEVATIONS � � 2' 1.��� �.'� ` � TUR�t-��-ROut�D ° �� � � �L ( � w a Q
<br /> �, ` '� �n o � ` �sTAT�oN a�D VALVE I � � � � Q Z z �
<br /> ; a ' �� t
<br /> PROPOSED CONTOURS ------ 100 ------ � � � � z �_ � � „� � � ' ��� '' C��X����� ( � � HMA �M2�PG 64�22 PAV � � � � -
<br /> �8�'�i 54 LF 15 CP 4 LF 15 CPER 1�� � w g � �
<br /> . � ���'� � SD 4� 1.3 0 � SD � 1.299; �� � E.:. I I EMENT � � N N �
<br /> <
<br /> 1 � Qocvoo Z� �
<br /> .,�,€ , � .��'� ;e ` � �+ 6" COMPACTED DEPTH CRUSHED Z � � � w w
<br /> EXISTING STORM DRAINAGE LINE -------------- ��
<br /> � � 73 LF f�" � � � � �
<br /> I / I � � 00 N I� �
<br /> , � I
<br /> ��- � TW=556.0� � � A��' ? o• � �� � � ROCK BASE COURSE � Q � � z _ �
<br /> EXISTING SANITARY SEWER LINE - �� �p BW=552.5 2: ' `'�� ` r���
<br /> ,, � I �
<br /> � � I
<br /> EXISTING WATER LINE ----- --- w --- --- - J' ° �: ` �t.," � TW=552.5 G� � � � � �� �z } �
<br /> J' 156' x 60' x 8' OF I.JVE k., ��- BW=547.0 F`� WETLAND A � ♦ �L) � � E- �n �n � �'
<br /> STORAC�E VAULT ' � \ � CATEGORY 111 I � I � Y �� U t�
<br /> EXISTING CONTOURS ----------- 1 C}0 % �PROPOSED PROPANE /1� WETLAND � ( I I a �°o 0 0 ° � mo o� �
<br /> � � � ' TANK LOCATION � � a a
<br /> EXISTING WATER METER � � �
<br /> ; ,�,. �� ,� � I °o0 00 0 � � o 080 0 00 0 0 ° o a
<br /> Y T `�i!' --3se./ �. 0; F� 12 P PE�. STU T ROUGHCY �� I ' � � . � o 0 o c�o 0 � o
<br /> EXISTING FIRE H DRAN � 2, �, ; S1V� � � I H�,
<br /> V�
<br /> TW=555.@�� �� � � ` I = 49 � �`� ,� NI��WALL. �� ���� ��� I ' . � � . - � - - � S'b
<br /> � :� - � � �
<br /> EXISTING GATE VALVE BW=552.5 � �� �� ��` � � �' �. ` `� � �� I I � - � � _ �' � . � �
<br /> � 1 F , � a�
<br /> �
<br /> - - ' _ 132_63' �'` , ., � �r IE �4��t � , �` � � � Z 3
<br /> EXISTING TYPE II CATCH BASIN � �� { �a ,, � ¢ � � I J ' I � z
<br /> �_ '� �' 265.2 k �• •- �� �'�`� ��� � �
<br /> �' � .•;�� � -
<br /> �� t ��` _�_-�� � _ t- � 12" SUBGRADE COMPACTED TO 95% � �
<br /> '�-~'� � �t� ��� .�1 ' � , �t`.�-�O o ���09"E 1326.38' _ �'
<br /> EXISTING TYPE A CATCH BASIN � � ���- � +� ,e �+ s �
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<br /> EXISTING SANITARY SEWER MANHOLE O = � - SET LOCATION. GSHALLTBE � BW �9'0 � � W ����T, 1 �� � � 4 CON�J� � -
<br /> } �o��,�, �,oEr,4,,,an,e�r c,a 1 TYPICAL PAVEMENT SECTION 8
<br /> EQUIPPED W/ AUTOMATIC ������ RIM=552.40 � � �'
<br /> , s�, TRANSFER SWITCH. IE=539.0 (12" IN) NOT TO SCALE
<br /> PROPOSED CONCRETE .' �_��� � � RO OSED 1PUMPUSTATION CONTROL PANEL � � � �
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<br /> PROPOSED ASPHALT � � � �
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