|
, . , _ , __. ... _ _. ,, �__ � _
<br /> , " NEW STRUCTURE TABLE ' __ _ _, .. , . ;, ' ; , , ;
<br /> . -:. . _
<br /> , � � - � .
<br /> . .- . �
<br /> _ . . ., :� ; e _ _ .
<br /> .
<br /> . . , . x , _, , .. . < , . __ . _. _
<br /> ; , -. �.NAME . • TYPE SIZE ` STA : OFFSET ..� ` NORTHING EASTING , _ _, __. ,
<br /> , ' -- ' , ;'
<br /> s, �
<br /> � '
<br /> `
<br /> - . . _ -.; �� ,� , < �� . .. . ; ;
<br /> 1 �'�' . �. . , a� ..,- , � E , :4. _ . .. . . ,. ' ._ "
<br /> SSMH �101 '. TYPE t '48" . ' : SDL STA:11+90.00' � ! 0.00 ' 366948.04 1302342J0 � ; ' ' ' . ' V . • '+""
<br /> , ,- , _ , ,. . � . .,
<br /> ` SSMH �'102 TYPE 1 48" SDL STA:10+30.76 2.00 366953.63 1302182.70 ` ' _ .. _. . � 4 . • . t, > -
<br /> SSMH �103 TYPE 1 48" SDL STA:9+65.00 e 0.00 ; 366987.95 1302127.03 � ' . ' < <,; . . ..r , , , . ,
<br /> _ _.. .... _� . .��,. . ,...�,. . .._ .._...
<br /> �. f_ � �._ . .�. .
<br /> . ,, ,.. _,: ,, , _ ,._
<br /> - SSMH #104 TYPE i - -48" SDL STA:8+88.76 0.45 367056.65 1302097.33 �
<br /> ,: �.
<br /> SSMH �105 TYPE 1 48" SDL STAc6+30.93 0.00 367314.38 1302106.37 % � ' '
<br /> , , � _. _., _r.. , � _ _ ___.
<br /> SSMH /�106 TYPE 1 48" SOL STA:1+03.03 ; 2.68 367799.87 13D2000.75 ' � . °� , ` ' �''
<br /> - _ ; _ _; . _ , . _. : !
<br /> SSMH #107 TYPE 1 48" SDL STA:2+93.49 � ' 0.00 367609.44 1301996.80 _ ° ' ` " • d
<br /> . ,
<br /> � � � � ,
<br /> , , _ , < . � _
<br /> SSMH ({108 TYPE 1 48" 14L STA:0+03.78 ` . A.00 367454.30 1302115.06 7 - - ' ._ _ _._. �_._ ' _.
<br /> SSMH #709 lYPE 1 48" 14L STA;2+75.00 ' 0.00 367444.SD 1302386.11 _ � __ ,.. , " ; ; ` . Y ' t
<br /> , 1 . '- , ,_ ' .
<br /> A . , N.I.C. ; ,. '�,. ;:
<br /> � , _.. .
<br /> • n N.I.C.. _ � ; `
<br /> „ �,: - : __ _ _ ,.
<br /> . . �_.
<br /> . . . . . N.I.C. , . , .
<br /> * 0 ANTI-FLO A ON RI G E IRED ., .. ' ` _ `, __._ . _ __. ;. _ _
<br /> , __ , , _ : _ _ ; ; . _ _ , _ .
<br /> s
<br /> EXISTINGSTRUCTURETABLE { , ; ' ; ,�,4 ' ' '� � _
<br /> NAME TYPE SIZE STA : OFFSET -, NORTHING EASTING ' , � ' �`,.
<br /> ' EXISTiNG EXISTING MANHOLE 48" 13L STA:0+21.03 9.17 367901.73, 1301773.03 '
<br /> EXISIING EXISTWG MANHOLE 4E3" 13L STA:2+Q9.21 4.91 , 367899.43 1301961.25 ` ' '
<br /> _ � - _ . •. _
<br /> EXISTING EXISTING MANHOLE 48" 13L STA:2+51.68 11.18 367891.68 1302003.47 ' , • �:
<br /> , - . , ., ,
<br /> EXISTING EXISTING MANHOLE 48" 13L STA:4+54.44 13.21 367882.59 1302206.04 ' ` ° ` ` '
<br /> 3 ! EXISTING EXISTING MANHOLE 48" 13L STA:6+33,46 - 14.98 367874.58 , -1302364.89 ' '.� - � t
<br /> o . _ ' ;; f _ ..
<br /> o : EXISTING EXISTING MANHOLE 48" 13L STA:6+58.70 33.05 ' 367855,64 . 1302409.48 ' ' '
<br /> . . , ',. _ .. , y -
<br /> � _; _ _
<br /> � , EXISTING EXISTING MANHOLE 48" 13L STA:6+85.06 ', 32.09 " _ . 367855.68 '1302435.86 ' -
<br /> ` � : EXISTING EXISTING SSMH 48" 14L STA:3+28'.71,, '" 25.7$ 367417.15 1302438.88 ` : , N. _
<br /> � , �
<br /> �' EXISTING EXISTING MANHOLE 48" MNL STA:8+96.98 3.38 ' `368105.62 ' .1301484.93 "_ " ` . ` � '- : _ -
<br /> � ' �
<br /> 0
<br /> W , EXISTING EXISTING MANHOIE 48" MNL STA:11+60.44 10.20 367920:51 1301672.70
<br /> 0
<br /> ,, o ti. . . . . . .
<br /> � EXISIING EXISTING MANHOLE 48" MSL STA:12+82.16 2.34 367903.40 1301717.49 1
<br /> 0
<br /> , m . . . . . . . . . _. _ � .� . .
<br /> ��. � ; . . ..... .
<br /> Q
<br /> . _ , .. .. . ...
<br /> v� � . - ._ . . �
<br /> z � � . .. . . . .
<br /> ¢ '
<br /> E
<br /> .�i
<br /> v=i
<br /> j : - . � . , �. �' '.. ` ...: '� � t . ... . `" ; , .
<br /> � ., ,r,,. .. ... •, .... v�,.,.. . .. .. .. ..:�.: .._ .:�. , r .._ . ...... ; .
<br /> W �
<br /> o � . . � " . , �� . � �.
<br /> o . _ � - . � - ., . . � . . � .
<br /> Q �� . ., , '._ �� ,. .. .�. �� . , _ ' .j� : . . -
<br /> Z . . . , :'. : , _. �.' ..
<br /> _� - � ..,...' �.
<br /> _ , _ : > ; 1'��'�'�C�'+I�D _� .;
<br /> a [ . _ . ,, �. �'�1�1.1 �t RK� q��'��T NT
<br /> a , ` ' . . . . . . .
<br /> .. a : ' -� . .: . - .�
<br /> . a .
<br /> . .. .,., i i ,.:
<br /> . , . .� - - . . .
<br /> � :
<br /> � , , � , �3Y�. �,.� :� _______.
<br /> < . � - _
<br /> s - ° �'�9-'�
<br /> o ' � ' . .• , ... � p��'�-, �
<br /> � ;, �, , �. C:iTY UF'�V��tETT R�V1Ey�1ED F�R PcR�iIT
<br /> � ,
<br /> , ,. ,. . �
<br /> � _ .. . . ,. ,.,
<br /> w '` _.
<br /> W IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. ; `'; , - ' ' - . ss `` , , ; ' � , ' ` '
<br /> �
<br /> � -� . ... .... . ..... . . .. .. � � ' PROJECT F1IGMEER: SCALE:� - DWG. NO, .
<br /> -- � ' PORT OF EVERETT
<br /> . o �� ; � .. . ' ` � , �� - � � �..��,� - -� PND ENGiNEERS,INC.IS NOT P.ESPONSIBLE F(R SAFETf � 4 � J. KEISER ,- NOTED C4.O9
<br /> o a � =� �` �-�`- � `�''� '�� � " � PROGRA�,�S,lnET}i0D5 OR PROCEDURES OF OFfR�T1017, OR hIE ; onie: �� � �
<br /> '� �¢ � � � � � �:;�. -- , � CONSTRUCTION OF THE DESIGN SHOIVN ON hESE DRAY/INGS. , � - OESiGNED BY: . •
<br /> ', zo,o PO��.O , "' t736.Founh e�.en��S.Sw�e d �� �, �.. - WHERE�SPECIfICATI0N5 ARE GEtdERAL OR NOT CALLED�OUT, �. � � � N. ALEXANDER �� '.JAN. Z017 � � WAT E R F R O N T P LA C E C EN T RA L. � ��,P No. ?=�-045-0,, B-B-OOI-Ofi,
<br /> ��. �� � � � ����� � Sui�e\P siv yKon 98t34 . THE SPECIFICATIINJS SHALL�CONFOR61 ID�STA;IDAR�S OF�� . , � - �� � �- � $-8-001-07, 6-8-001-OS � - .
<br /> �� ' EVERETT r:z��,3�38� ,
<br /> {... INDUSTRY.ORAIYINGS ARE FQ�USE ON THIS�RO�CT ONLY � "' ' OttAe+N ev: , cHEcxEo eY: F I S H E R M A N S H A R B 0 R �
<br /> �^/, , ,,: . � ENGINEERS,ING� uu„�.p a��gne«.eo�� �1 1�11�17 JBK� Ui1LITY REVISIIXJS AND ARE NOT.INTENDED FOR REUSE 1YITHOUT 1'�RITIEN, ; .e• . �. :. . -. ' �' D. McDONALD ��.., = C. �WIEST , NROOJECT� PD-WP-2016-01 �
<br /> P.O.BOX 538 � --- � APPROVAL FROlA PND. DRAYdNGS ARE AL50 NOT TO BE US�o .. � S E W E R S T R U CT U R E ��TA B L E�S �� �
<br /> \N �. ' . . �'-' �,. �O 6�30�16 JBK ISSUm�FOR BID AND CONSIRUC¶ON IN M�Y AtANNER TNAT\YOULD CONSTINTE A)ETRI6IENT � I � - �� nt+PftOVED fiY: . . . � . � . �
<br /> EVERETT,WA 96206 �.
<br /> �Y . (425)259-3164 �-� DIRECTLY OR INDIRECTLY TO PND. -"" ": . � ,� ,: , ::�, , �� ; .. � � � .SNEET N0. 87 OF �9S
<br /> � � NO. DATE. BY . ftE�'ISION� �� . - �
<br />
|