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� � A PORTION OF� THE S.W. 1 /4 OF THE N.E. 1 /4 OF
<br /> PP� .
<br /> ___-- -_._---- ___.._..____.__-- ----- ---_ - ---- - --_... __.--- z,. ���
<br /> �----- �.�..,,"
<br /> w„ SECTION 6, T.28N., R.5E., W.M. ; --..___ _____------- -- - e � ��..k �_�x..�v�..�._„
<br /> � SN0H0MISH COUNTY, WASH{NGTON � SECOPtDARY fJR�'lCES flVERFl-C�W �L-=�9�•4� ;
<br /> . � � � � . S� STD DWG 412C. I
<br /> i
<br /> NO SIDE ORIFICES �
<br /> ;
<br /> � � � GR4UT N�1�..�:
<br /> I j � 1 40
<br /> i �
<br /> ; o�i�rc� f e�� .
<br /> i OR{FICE �IA ! GROUT 9 � SEL"TICiNS SO 3F�A�T�L.tF'"T�G/1TET S YkSIBLE
<br /> � � APPROX. LOCATI�N OP � � I �
<br /> � 1 (�VLEfOUA O�RRESTt�tCT RDU�PS CLEAR
<br /> a" WATER LI�IE PER �n H I d D E N G R E E N S ! �
<br /> RECORD INFORMATION W APP�2 . LOCATION OF
<br /> 3 0" W T E R L I N E P ER A C O N D O M I N�U MO
<br /> R E C O R I N F O R M A T I O N ORIFIC E (NYERT EL= i / 2 It�SfALL LOCKlNG FR,�ME & GFiATE OR U�
<br /> I m A F#2��7 0 7 2�5 315 ; C3RI�iGE nw= , �e� s�ro owc 40� o� so�. �E an�o
<br /> ? Y O A uo Re� s� �wc so� is REQui�� iF
<br /> IMSTALL0.110N IS td�T I�l PAVED. ,4REA OR
<br /> c�earvour fS NOT TO FUNC'�ON AS A G8.
<br /> '� � CONTRACTOR TO VERIFY
<br /> � RIM=308.00 � '
<br /> v a � IE=307.00 FND REBAR & CAP � I � 3 O V E R F L O W E L E V A T IO N PER PLANS.
<br /> �+ M LOCATION AND ELEVATION OF �
<br /> N � T H E 3 0"W A T E R L I N E
<br /> � z YARD DRAIN YARD DRAIN LS#�S 12055�229$9 � � O
<br /> x � CLEANOUT RIM=308.00 50.06,Ea.04 I Q(����"� INVEFTT L� 8
<br /> � R,�_39$.00 � o RESTFiICTOR ASSEMIBLY SEE STE) DWG
<br /> �i RIM=398.00 IE=397.00 IE=397.00 6' BOAR FENCE S90'00'00"E 250.00 IE=307. o � OR��CE D�A ��. � 6 4128 & �412C.
<br /> i
<br /> � ��o h O p�0 p�o �0 � • i
<br /> � o � � ;
<br /> °` ' 24" MIN I ��� a s�s p� sro �wc sas.
<br /> 0 0 0 0 0 0 0 0 0 ' � --- 6 3�"FOR Ot.7TLE"f'S t1F 244 �o ��� ,��.
<br /> ALUM ItFT GATE SEE � r�l�i cLEARArtcf:
<br /> I � l �"fp �WG 412C. � I � Fo� ouners o� t s" �o ���
<br /> , � � � ! s� +��rrE►�E a.� zo�e:
<br /> ❑ � �
<br /> � Q 1 THIS UNIT ONLY FF 403 23 TYP j � l i TMtS ,A�3EA 15 REQIlI�£D FOR CL,EAE+ltNG
<br /> sH �r � FF 406 FF 409
<br /> „a�i � CLEANOUT RIM=39 .00,IE=398.00 cv � m � t'r �q[aJD W{u, � �� QF OBSTRUC��++IS
<br /> � y� �- "•s YARD DRAIN � : 2 � t� FROM GATE TO T0P OF STRUCTURE. .
<br /> � z �d�' RIM=399.00 � '; � � R� � .
<br /> � Q � IE=398A0 pc'` � '
<br /> Q o � W . ' � ! ; OIJTC:ET 51ZE
<br /> m �I a w �.%"; '="�'r••r'•' s."'�°,_ + ',:�*.+�3' . ':csv'•' g;o?�- t:c!'�', :''•`i'.. ;�',�{"-?. �j Q e� ! Dlfvl 18" A[VD SMALLEr`� 24" AN� LARGER
<br /> o :_ 12.0 DIAM.
<br /> -� � ,� OUT RIM=309 0,IE=308.00 i : A 18" 36"
<br /> a �
<br /> W r� YARD D(dAIN RIM=3a8. ,IE=3D7A0 k �° ! 3 g 1 g,, 2�'>
<br /> x 5
<br /> o I
<br /> Z '�' SS � 4 5 18"FiR `o ; � ' �p � 54" TYPE 2 CS f?R LA�GER. "
<br /> p
<br /> Z� �-�I (3 0 4 0 o g `�o � Q O Q i i 8� 9AND S7'RAP WI"�H GASkET.
<br /> DRIVE � � L� 3 � � � � � � o i i -
<br /> o - � `� v � 4 g� SEE PE.AN AI�tD S�E�IFtCA'PlONS F@�
<br /> '�, YARD DFtAIN RIM=309.Q ,IE=308.00 I » � $t�E �NQ �'`i� �F P�PE ����IG
<br /> � ;;'� � ���� � �E}� P�S 6
<br /> 7'ARD DRAIN � CLEANOUT RIM=3Q$ ,IE=308.00 �2 O.1 O' MAX �� �mNG CB.
<br /> � k'IM=441, 0 'a'`o,y `�9r =:s;t� �.� '*°;e�+K �:'i •E+�'^,i,'�',� �:i v''s.�. •s; � I
<br /> ►�.,,� (E=399.7 . . .. i ', � ' .a'� • •'�'. ' �� 8 t's
<br /> CB-220 ' • :. .�`4 i � i 2�" � 10 SECUt3� R t;f�kt TO CB IHtTM A .
<br /> � � �a . .. .. �� 1 -005 ; - ; ��� �t�cQ� �r� sr�u�I.E�s
<br /> CLEANOUT �:; . I�t.UMI�11.{M B�GLT T'O GS
<br /> .,�,.. � � S'�'E£a. A�ICI�� BQL'F'S� QNE STR�AP�
<br /> � I RIM=401 0 '• FF 403 �F 44 FF 409 �j �`
<br /> IE=399.7 , j 1�1���+�7. . � �� �� ��� QU� f+l"EQl1{��.
<br /> � ; . � � ; I�'f'E'la6�t�ll�►7'E 5"�A�S ��JI�ED �@R
<br /> � 1 ���tGTt,�E�2 UI+1R ��Oil1 � C�l�l�'�G"F'E� t'"� i 8 �'ES7'Rl�l'C�Et I+�ESEF�S GREA'F£R 'PkIOiN 12'
<br /> 1
<br /> � CLEANOUT W , ; AB�3UE QUTLE'I�.
<br /> � , �� ���t�u�� �.u�u� �� (c�)
<br /> C RIM=401 00 � '
<br /> m �E=aao.n 1 fl 11 12 � 13 14 i� 16 17 18 0 � �I.�i�D 3��ht3�. �►5�'o u �9'�-82 j :� z 11 ��T OR '4VELD C6�A,IN T0 FRAME.
<br /> ,�°' �• YARD D�2P.1 2 .s° � (1���) 0� E��l�AI.,, ._ � � 9 8 cy �
<br /> PP THtS U�JIT QI�LY �� ;
<br /> �lM-401.00 CLEAN4UT ; i
<br /> i iE=aoo.00 p r�inn=a�2.00 ( � �M BF�I�I�E '�� B� Sl�£fl 'f4 E!£L„�'ASE 12 t[��T ELE'�A'�LBN: SEE RLf►NS At+it7
<br /> � � � 02 r ie=a».00 i - SPECI61�A'17fiM8. -
<br /> Y x- ,��, �5?o a6 AL,LS?1�V� Q UF++JQF�t �1M1lM �
<br /> o � o .1.__x..----Y } ME�. ��tl�� QRi�I�E ( � � `y �
<br /> F�}� C0 N d' BOA D FENCE � S9@ C3��0 E ,p. 250.Q� Y 6 C £N . QCkERY i �.Z" (
<br /> 2' to 4 M1Gh1,t��X. o z � Q�C£ D�A�
<br /> IN CASE � YARD DRA1N i I
<br /> 12-2-1 CUT BLp�K �AL.L r�o Z z RIM=412A0 ' �RIA�1Qd
<br /> a �
<br /> , w I � U IE=411A0 1 A Ol!'�L:�T 18 A�JD SMALLER 24 A�D LfieRGER ! � �/A+�
<br /> Q � � NEW CB TYPEA `O (�� # � CLEAfv OUT 6" It� 10" I� � i GIi.�I"�f 1��
<br /> ��I� Q �j� Q 30'PVC-12"�IAM. . � CQNNECT TO EX.12"DIAM.STORM PIPE i � �A�� S��E �'� C)�'E1�1�1'��; 1�'� np��llt�lv I
<br /> S=1.Q0% CQE STD.DWG.:402 � ,A,(��LE 4�'f �4`� j
<br /> Z EiIM=39�1.20 j
<br /> IE=392.11 !
<br /> � 5�0_0.3G"DIAM.�ETENTION PIPE '�
<br /> '• ;
<br /> � �$� � � � � - ��,���p�� GRt�A�TIC SCALE � ` � �'" �" �` �1���1� �; �" �i' � ""� p 12-03-�14�
<br /> � MATEF2lAL:PER COE STD.DWG.:416 2� � ; � � �� ���I���L ����E�����'������ D���: I
<br /> � �t?E STQ.C}U�lG.:412A ��i���� /" ���e��1e� ����� �'�" �!lw������ �/�ry /� '�""(�
<br /> t�D COt�C MO €�na=ssa.00 20 0 1� 20 40 � p 1 ( i'�'�+.s�� ��� ! f"��� I �F� date:
<br /> Ee=�sz.a� ������'+ �'��+iS /�J����� i � i �� � ����s ,�✓ {���5 ��� 1 /�'�►LLJ���V� � ! 2�"'!
<br /> 1N C,QSE 3 12.5'PV�C-8"�fAM. j
<br /> �2-2-��4 � S=5.00/o - [1tEW CB IYPE 2(54"DIAM.) i ���������� �E �LC{ �iM : ' ���������� �E S�d DW :
<br /> �3 CQE STD.QWG.:40A I �
<br /> Qao�pvc-a^oi�M. ��M=aoo.00 ( TT�T �EET )
<br /> S=S.00o�o IE=39B.67 IN
<br /> IE=392.66 OUT 1 inch = 20 tt.
<br /> Q114'PVC-8"DIAM.
<br /> S=5.00°/a � KEW CONC.INLET
<br /> COE STD.DWG.:401
<br /> RIM=4�0.30 Q
<br /> IE=397.04 L.EGEND NEW CQMC.WLET
<br /> R1M=410.00
<br /> IE=407.00
<br /> "�" 410
<br /> 410
<br /> FOUND MQNUMENT WA1'ER METER
<br /> � NEiN CaNC.INI.ET � AS DESCRIBE{] � �
<br /> COE STD..DWG.:401
<br /> RLM=404.30 ,� FiRE HYDF2ANT
<br /> ie=ao�.ao • FOUND CQF�NER icv
<br /> A5 DESCRIBED � IRRIGATiON CONTROL VALVE
<br /> � NEW CONC.WLET
<br /> COE STD.DWG.:461 ❑ CATCM BASIN � PO�NER POLE
<br /> RlfVt--410.�0 ���
<br /> ie=ao7.00 QS SANITARY SEWER MANMOLE � POWER VAULT 406
<br /> WV � ELEC J/BOX 0 RIM- 04 30 �NLET •
<br /> �Q WATER VALVE � TELEPHONE VAUL,T iE-4 .30 �
<br /> � CABLE TV PED � RIM=00.qPE 2( "DIAM.)
<br /> � S1 5. 0 0 $"DIAM.
<br /> STORM DRAINAGE NOTES:
<br /> IE=396.67 1N
<br /> 1. No part of the drainage system shail be covered, concealed, or put into use until it h�as 4Q2 - 402
<br /> NEW 54" B NPE 2(54"DIAM.) NEUV ONC.INLET
<br /> , been inspected, tested, and accepted by the City of Everett. �z Wi9'H FL W RESTRICCTOR 4 F:IM= OQ.30
<br /> 2. Ail work and material shafl conform to the City of Everett Standards and Standard RiM=ssa. o ❑ IE=39 .30 .
<br /> IE=392.4
<br /> Specifications of WSDOT/APWA.
<br /> 3. Approximate (ocations of existing utilities have been obtained from available records Rinn=aoo.00
<br /> Q 8Q PVC-8"DtAM.
<br /> and are shawn from convenience. The contractor shall be responsible for verification R�M=�sa.00 s, .00��o
<br /> 398 398
<br /> of locations and to avoid damage tc� any additional utilities sl�o�n. If canflicts with
<br /> existing utilities arise during construc�tion, the contractor shall notify th�e Pubiic Works
<br /> Inspector and any changes required shall be approved by the City Enginesr prior to Newcsrrpea
<br /> co�mencement of related construction on the project. 0 C�NNECTTOEX. 2° Q 12.5�P c-s°o�arn.
<br /> ❑IAM.STOftM PIP 50'-36"DIAM.DETE TION PIPE S=5.00 lo
<br /> 4. All storrr� systems within the pubiic right-of-way or in easements must be staked by ie=asz.a� S=0.5°/a IE=392.66 RIM=39G.20 � s=o.s9�o
<br /> survey for line and grade prior to starting COC1StfUCtIQY1. ��4' IE=392.11 MA'FERIAL:PERCO STfl.DWG.:416 394
<br /> 5. All catch basin grates must be stenciled or stamped "Dump No Waste, Drains to -
<br /> „ 3.0'DlA.50'�ONG 54"CB TYPE 2-COE STD.DWG.:404 ._____.-�-
<br /> Strearr�, Lake, River, Puget Sound, or Wetland. Choose appropriate feature for oETer,r�or,Tar,K -
<br /> the {�fOJ@Ct. MATERiAL:PER CrJE STD.DWG.:416 Q 30'PV C-12"DIAM.
<br /> S=1.00/o
<br /> CB TYPE 2 54"DIAM.-COE STD.DWG.:404
<br /> RESTRICTQR INSTALLATION-COE STD.D1NG.:412a A. CORRUGATED STEEL PIPE 14 GAGE MW.WITH TREATMEf�T#1
<br /> RESTRICTORASSEMBLY-.COE STD.DWG.:412B B. CO�RUGATED ALUMINUM P1PE 12 GAGE MIN. 39� 39O
<br /> C. HIGH DENSITY POLYETHYIENE PIPE
<br /> S�ail Amendment: -
<br /> The area where soils have been disturbed,the soi:l shall be amended according to the fQllowing procedures:
<br /> l. Scarify subsoil to a depth of one foot. �� a.o�
<br /> 2. In planting beds,will place three in.ches of cornpost and till in to an eight-inch depth. 386 386
<br /> 3. In turf areas,will p1aGe two inches of compost and till in to an eight-inch depth. '� � " '°"""'�"`�
<br /> 4. A 1 two to four inches of arborist wood chi coarse bark rnulch or co� �St 1T1LtiC�'1 36°DETENTION PfPE SCALE: H 'I":20' , V 1":4'
<br /> PP Y P> > p � FOUNDATION EL=396.00
<br /> to plaMting beds after final planting. � ��
<br /> E�=39,.9, C� J� � C A LL 2 D A YS �,��
<br /> E�-389.ao I ' B E�0 R E Y 0 U D I G '"� ► � � � �: .
<br /> � �T� sc�.
<br /> � ���� � �.
<br /> � 3 �nts�ecs. �ata�+ac r�ts �
<br /> SHEEf SCALE:1"=10'
<br /> 1 - 800 - 424-- 5555 .� '� _
<br /> 1L�C0�lTRACTOR T� VERIFY LOCATiO(� AND ELEVATI�N OF THE 30" WATER LiNE �" `�►' ""�."° �"�
<br /> � �����
<br /> OilN i�B.
<br /> OWNE�fAPPLICANT�CONTACT: MAHER WELAYE, P.E. P�oRwWH� 18 UNITS C�ND�S
<br /> AHMET KULAGA 15516 56TH AVE. w � �, �,� DRAINAGE PLANS AND DETAILS
<br /> 1205 13�th St SE UNfT A EDMONDS, wa 9so2s 2 f or
<br /> PH.• (206) 816-0455
<br /> EVERETT, WA 98208 maherwelaye�gmail.com 3,Z64 AHMET I�ULAGA DRAWN BY M. W. DATE ��/os/2o�5 JOB N0. 14-120
<br /> 425-501 -6441 � RF��STER�`'o��v'
<br /> ���oNA� E��IZ�Z�I� '1SITE ADDRESS 1" = 20' SHEET 3 OF 5
<br /> ExP�REs os-zs- 5901 HIGHWAY PL. CHECKED eY M. W. SCALE
<br /> EVERETT, WA 98203
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