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_. _ _ _ _. <br /> . s <br /> -� � , ,� �.,..,., <br /> , � c <br /> � ., ... , �,. � <br /> � � � . <br /> :y, � ' � i � i , i � , • <br /> XREF U�T 6725 .-----�---------------�� f i , <br /> . : ____-__= 24" AREA URAIN ��\ i . �322 i � �C�N�TRUCTIC�N N�T�S , <br /> I : t,tscale: 20 ftIM = 15.70 �\ i � • _ <br /> ', �SDCO '-______----__--- G314. i <br /> -------- )UT E I� = 13.92 ��\ �---_--- <br /> _ _ ,.\ � --�-__3 PVG �---- a � RIM = 16.45 i �`\ I <br /> _ _ _. .. Resolved ---- ------------------- <br /> CO VAU�`T , 1 INSTALL 3,OQ0 GALLON SINGLE VAULT <br /> ,. .. IN N IE - 13.97 _ i � �,\ <br /> =------- T�J , <br /> �� . .: <br /> ` _ _ i RiM,/�'T�.7� �� i w _ � <br /> , ., _ � IE - 15.49 � Q •_ __----� -�- / , <br /> � � (N�T M�ASUREC�) - �.�� _ ,� <br /> nB�K > GREASE INTERCEPTOR SYSTEM MODEL <br /> __,�.___,_,_-�.� � � p (�' Q /� c - <br /> . . MARlNA BASEMA - 2014 �� ��� �,h� � S� �i � 6648 /'1�1 '1�1� VOI'1�V 712-GA PER QETAIL 7 ON SN�Ef C-7. <br /> ,� �, , � <br /> MARINA UTILITY AP = 2Q14 SD �\ �` \ ` �� G i G � i i -- -----� B 18 24 ; p �� �A� cp <br /> . ��_ c4s2gusoo sa So � ; � � � ` � RIM = 15.4 f1N� ����h7 1I11f1�GF't 2 PROViDE SANkTARY SEWER CLEAN-�UT PER ' '.,'� <br /> ., . � <br /> . -------- `"� f � G � � n ,> � <br /> � sa , c 8 CMP QUT !E = 12.50 YACHT SALES oR�W NG NQR� STANRARD � <br />. -o <6>�^ ; sD 6256 '� e ' � `,. 4» PVC {N N E = 13.35 <br /> : � � � i i � <br /> ; �.`�, <m�� i ,� » ,� , 8» GMP IN E IE = 12.70 <br /> __� o .6» � CB 18 x24 ' �� � �" CMP IN E IE = 12.55 - �'O D 1 ;.. <br /> � � ' °" 5481 � SEEAM�-1N Q SHEET M�21NA RIFTETAILS. N . _ . <br /> , : , /�A, p i D ccn RIN( = 15.01 ,. <br /> � M�VIV TII�E CQ VAUOT � \ � _.a._ � \ �E� �RO�QJC.IJ �12" CMP OUT �'!E = 12.21 _ __-___-__ _ / � �B » » <br /> � RIM = 16.74 � �� , F ,� , � -` � �` ' 18 x2� i , <br /> . _ - ' . <br /> _. , � � PIPE ENI�RGED 6 p�� ���� �E ^ ,2.�, , .- ---�-w-- � "~ ��,", o �. ;� � - {� <br /> r- . RiM - 16.OQ 4 INSTALL NEW L,IFT STA710N CONTROI. PANEL. ' " <br /> �. (NOT M�ASURED) c� �� ,� . �--=---- " M SEE E-1 T0 SHEET E-3 F'OR [)ETAILS. <br /> . � i �, 6 PVC�l�d' N lE - 12.51 � � , � �, �, � 8 CMP OUT E f£ = 13.15 ` <br /> � .,'.. i � 6 Ek/C IN NE iE = 12.46 / � � r' ��. <br /> � - � � P�N �E�ow :, . � , :. <br /> ' � ' � PR4VIDE TEMPQRARY SEWAGE BYRASS <br /> _ � ( �.,\ N���,��_ - � +,' e . � __ ^,,.' SY57EM. SE� SPECI�'ICATIONS: - <br /> t P `�^' � <br /> i I� cOM . <br /> 3» PVC ; P i p � wo� � wo� wo� wo� �� M 6� LIMITS 0� STRUCTUR� EXCAVATlON. , <br /> ' , ', 1E = 15.38 � GQ o � � f � Q ',a wa� wo� n wo� wo� wo� ' <br />� ; ; P� i �'� ; � � � �n wo�. wo�-a 7� SHORING OR EXTRA �XCAVATION RER ' <br /> 6Q42 � , � , � m GONTf�ACTQR SUBMITfAL. SEE <br /> , , CQ VAULT i ; ���' � � �, SP�CIF1CATtONS. <br /> - RIM = 15.20 , : ,�. <br /> • �� AFPROX. LOCATIQN FROM � <br /> _; , (NOT MEASUR�D) � `\ �-'� ' � 5140 °� 5424 » „ 8� C4NSTRUCT CQNDUIT TRENCH PER DEfAI� 5 . <br /> _ ' WE�TERN i i Q � � CABLECOM NOT SIJRV�YED � ,,y� <br /> � - t � � „ �, ! CO VAULT Q APPROX. LOCATlON. CB 18 x24 ON SHEEf C 7. < ��• <br /> /��s � i GB 18 x24 � _ 7.' " CONTRA�TOR TO RIM = 16.00 � ' <br /> . W/�1ti?H�NGT�N � �'� �� �n � ,,���"� QRT QF �/ER�TT AQDED �, i R1M = 16.08 '�'�... VERIFY IE 12" CMP OUT S IE = 9 PRQTECT EXISTIN� GAS LINE. <br /> - � � �' '� `� - ..-' NEW SSCO .AFTER F(ELD ,� _ (NQT MEASURED , �, � <br /> n i s.� � , ' S U R V E Y, V E R I F Y L Q C A T I O N 8 GMP pUT 'S 1E - 11.53 0 0 8 C M P I N W ►E = 1 <br /> - MEL��AL �RQUP : � ' .� ��-'' 8 CMf�� IN N IE = 11.68 �' 6" C P P I N N I E - 1: GONNEGT SANITARY SEWER P{PE TO EXISTING . <br /> 'ss „ / , � � �0 SEWER SYST�M. <br /> . � ! ----.,1 '----��; ss Q s�' SS `� � � , r:'��"'��� � <br /> RROVIDE TEMPORARY DEWATERING PER <br /> , ss SS. , � ` . , ' `. <br />. � i i o '---coM-______-�.� c J ss ss � ss �c�� ss �,Ss , .� ss 1" _ , ,-_ �l�' l 11 CQNTRACTOR SUBMiTfAI.. � <br /> { �M t� � GOM �� � r- � o . _______ ' CONTRACTOR SNALL FIELQ VERIFY S�WER <br /> io � � <br /> � _, i " 55LF 1�" SD ` co�n _ - Y <br /> . con� _ � co c M `\' ° M'�� ``` o � ; `:,, _ 1 PIPE �.00ATlON. ; ;,: <br /> . . . �. , <br /> . I A � 5=1.16% t �Q� \ OM COM! P P�-- y . <br /> +.�, . : � <br /> ; � � <br /> .:. ` <br /> ,, <br /> . i ��`` a � a �OM i •��%.....,...�. COM COM COM COM � . <br /> : wsu FooD , a ., � ��, � ,, ' � � ��`__��-- - � <br /> _ _ , ,, ,, �EE 3,0�� GALLON ._ _ ; .,r,�., .,...,, <br /> _ SCIEN�E ce�° n� ' � _ ��, �R�ASE INTERC�PTQR QN __,\\ � , � -_ , : <br /> , �, <br /> , N: 365971.64 , �� J � ,� r o � , � � <br /> , E: 1300219.05 i �� C810, 1YPE 2 % � � ���� �`.\ i N � �; � ���1� <br /> _ : � � �,` �. 36�937.�5 .,; ..,, ENLARGED PLAN BELOW �,, Q ; ,� .,\ ,, , <br /> _ � � E. 13Q0273.04 �_, �t . � , , } <br />. � ) j �`� � �� -' �,,�'/ p �\ � t ��\ � i . '' . <br /> 29LF 12 5D � ! i �\ _.. �i ,\, T r �-�.,�` 4 5353 � <br /> S=2.00� , � , � � � � ., „ „ ; <br /> �; � �, � � , �, , � �. �B ,8 X24 , GENERAL N�TES <br /> � -_ _ i +� ���_ �,\\ .\\` '� � � 1+ ` R!M = 15.98i . <br /> i � � , , i � 12 CMP OU� 5 {E = 12.43 . <br /> � t�24, TYPE 1 � , � P , _____._. a � � � � » • <br /> � I�: 365942.84 ' s � • P ` � `. _ � , � ` --, 12 CMP {N ;N 4E = 12.43 1, SEE SHEET C--S FQR STORM DRAIN PRQFIL.E. ; <br /> E: 1300218.2� � i �'\ � --�\. _'�. o .' _ _ _� , �` li � -°-., `',\ <br /> - , , `•� `� ' � ` °���, `• -�- ; ; o i �. y�, ��� SEE LIFT STATlON 2. ALL CATCH �ASIN INLEfS SHALL NAV� <br /> � � � \ �i, �p c �j� q p n��/ RECTANGULAR VANED GF�ATES PER GITY OF' <br /> , � � <br /> ,. r <br /> :;-_.. � : i �� �� ��. `���` .�\ � i .\`�} <br /> . .. <br /> ............. ... .. �IVVIRGCD - t'"!_t1N DELVYY ktiERETf STANQARD DRAWING N0. 411, UNLESS ' <br /> .._ - THE EVERETI' CLINIC� � " � �' � �', ,..--�` '�,, ��,, ,� � �: <br /> . � � . �� ��� 5816 �\ �� � Q � - OTHERWISE N07ED. � � ' <br /> _ � � �a917 � ��,� ,.. �� i� � P p <br /> _ BEHaVIC)RAL H�ALTH ; , ,; , \ , , „ , _ � � - <br /> . � 4� SDMH � , 48 SDMH `, a. ���� i � � � <br /> ` <br /> RIM -= 14.62 � ,;;. � .............�� P� 3. STORM DRAIN (54) PIPE SHALL R� , �, . <br />, A i � � RIM�� 13.�4 `��\\ .�-'� ____-�_ _ <br /> - AT MARIIVA 'V�LLA�� � � �2 ��P OUT S IE = 9.19 -.� __-�2 CMP OUT S IE = 9.07 � 1�� �,' ` + ,-i ( ,--�" _ POLYPRQPYLENE STORM SEWER PIPE UNLESS <br /> <.: _�__�4 <br /> , : �f \ Y � .`�� ;� <br /> , � , � - ,�- 12 CMP IN N I� 9.07 01 ►� ��� ; x , , OTHERWISE N07ED. <br /> , � � _ 6„ PiiC I,� NW IE - 9.44 ��� -�-`T~` _ � � � � 50 ,� f � � 20 0 20 40' <br /> .. � „ � c� � CB 18 x24 � r � � <br /> � - � : � 4 12 Ch�P �i�l� N IE � 9.24 �,r �''y�.-�. �\ `\\ .' RiM = 1 b.32 � �---- ,..- HORZ 4. ALL CATCM BASINS SHALL BE CITY OF EVEREIT :,. .�;� <br /> � � ^` .�\ �, ` �\ ,� • - � ; .-' 5TA�IDARD DRAWING N0. 402, TYPE 1, UNE.ESS , . <br /> . � i __,- , � � � i, , 8 PVC 'P1ClT SE IE - 1 Q.17 � � SCALE IN FEET OTH�RWISE NOTEO,. .:, ' <br /> �..Y; � � �. ` . � �, E�- 8" PVC IN N IE = 10.77� � �. �� ; <br /> ` i � ' � � ' r " � ' <br /> . . 5. CATCH BASIN COORDINATES INDICATE GENTER • <br /> - _ C 5 2L�' 6 PVC C� OF STRUCTURE. + <br /> __---______�_ ti S=2.50 u �" . <br /> I \ } ` 4 <br /> �, ', N: 366a58.15 2 p � G�'5 Q $ . 365969.67 <br /> , _ " 9 . ��, `, E: 134Q462.56 1 F , <br /> - 300�77.37 <br /> : � 1, ' r � • <br />, t G G G �, �_ ! f, Q. <br /> ',� g , � S=2.38� � /� �� �2 <br /> � ` � f �F � <br /> � ;i <br /> � - I � � ,: �.� <br /> � ', N: 366058.27 � :� � � . , <br /> _._ _ . ,. <br /> :. <br /> . <br /> � �'o �� E: 130Q454.56 � � � � � �..'"�=_ 3 N: 365966.84 . -;. <br /> � � , , <br /> . , , , l E: 1300582.36 <br /> � � <br /> z 1 � i N: 366a4 <br /> � � i � E: 13 2.37 � /F,.� � , <br /> - � -. q ss �y � f A ` <br /> ' � ` ` , \ , . <br /> . <br /> , � . <br /> � - <br /> � <br /> _ C 5 � <br /> , � � ! cn _ � � .'� _ -__-- , <br /> � � � i0IE-12.05 � .� '�� <br /> � 1 Q lET9.93 , CO CT4R TO VER►FY IN FIELp h � <br /> 3 . <br /> , _v t� ----- ... �:: _� � <br />, � U -ss ' -- `�_ �s ss �ss ��� � ' � � � . f�' . <br /> � < � � ss � � <br /> �i ! ss SS 1 sS � � �'`'� t <br /> J � � '----. __--_ ; � SEE SHEET M-2 FfJR ��/ ; � �S <br /> " IE=10.15' 1Q _' � <br /> z N �-____-� N: 366Q45.18 PUMP STATION �LEVA IONS �1�;, � . <br /> : ;� <br /> - � 10LF 6" P �---_-, C630 � E: 1300454.37 ',:r� . <br /> _ 3 S-=2.1$ a E i r 2LF 6" PVC � ; <br /> . N � ' i S=2.50� 5 --�' ,� . - -- - -- - __ _. <br /> _ r <br /> �_ <br /> 0 <br /> . rn _� <br /> � <br /> - I <br /> `�-� <br /> . � , 8LF 6" PVC �' N: 36 66.67 , N: 3659�3.66 �, - . <br /> , q 5-4.46� . ` E: 130 �72.37 E: 1300`�77.4 11 `� . <br /> -. o �-� � � \.�.�/ <br /> . . �. �.. �",_. N .. . � . . � � � . . � � . . . . . . � . . . . . � . . <br /> . . . � . . . .. �. . � � . . . . . . . <br /> � .., >_ � . �/ .- , . . . . . . . . . . . . . . . . . . . . . . <br /> . . _ . . .. . . .. . <br /> PRUP�SED PIPE ENLAR�ED PLAN 3,t�0t� GALLON GFiEASE INTERCEPTOR ENLARGED PLAN LIFT STATI � <br /> , : <br /> U <br /> C�N ENLAR�ED PLAN <br /> � . � . . . • •? . <br />. � . .� ..�. �, . '� � �. . . � .. � . . . . . . . . , . . . . . . . . . . � . � . . � . .. . . . . . .. . . . . . . . . _ . � . . � , . . . . . . . �. � . <br /> � SCALE: 1" = 5' SCA�E: 1" = 5' � , <br /> SCALE: 1 = 5 <br /> ;' Y <br /> ' .� . ; ` <br /> . � CALL BEFORE YOU DIG �ITY CD� ��'����`� <br /> � �� 1-800-424-5555 : : i��VI�W�� �UR P�R1�1`� IF SNEET IS LE�S Tf-�-fAN 22x34 ::;��,. <br /> � . � � REDUCE SCALES ACCORDIN�LY � <br /> . � PROJECT ENGINEER: SCALE: , <br /> � °� N. VANDERHORST AS NOTED �Q RT O F EVE RETT oW�. NO. <br /> o , �i� - <br /> i 2731 Wetmare Avenue, Suite 300 '�`�:�,,��,. DESfGNED BY: DATE: <br /> „ � �� U ,:� � �, S � IJTN MARII� A LIFT STATIC� N � <br /> 0° t k Everett,WA 98201 <br /> a .. <br /> . D. STEWART AUGU.�T 2Q1$ CIP Nt}, 2 <br /> �'`�, .. _..0-�50-Q1 ., <br /> : . o _ 425.493.b221 : �q" � ; . <br /> ._.. { � N <br /> � - � �. � . . � .: ; WN BY: CHECKED BY: AN D GREA� E I NTERGEPT� RS <br /> .: <br /> � ������ `m,vw.atak.com y <br /> N `' � : KAYANDA N, VANDERHQRST PR4J�CT <br /> � ., Q P.�. BOX 538 : . _ . <br /> No. MR-SM--2017-06 ; ;:: <br /> � 0 $/'15/18 KCK ISSUED FOR PERMIT REVIEW �,q,� � APPROVED <br /> � EVERETT, WA 98206 <br /> '� �" ��t�'� . : <br /> = ' ' o (425) z�s-3�s4- F�ROJECT 3249�.00o Na. �,ar� � a�vis�o�, �vo: �a-rE �ir REv�s�oN � ,r�.�`. �` :� ��' . SAI�ITARY SEWER ANQ DRAINAGE PLAN sH��r tvo. 6 oF 14 : <br /> � . . .� <br />