My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1410 SEINER DR FISHERMAN JACKS 2025-08-21
>
Address Records
>
SEINER DR
>
1410
>
FISHERMAN JACKS
>
1410 SEINER DR FISHERMAN JACKS 2025-08-21
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/21/2025 2:07:55 PM
Creation date
6/20/2025 10:28:40 AM
Metadata
Fields
Template:
Address Document
Street Name
SEINER DR
Street Number
1410
Tenant Name
FISHERMAN JACKS
Imported From Microfiche
No
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
1345
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
it <br />n <br />z <br />z <br />z <br />z <br />z <br />i <br />2 <br />3 <br />STORM - FISHERMAN'S HARBOR A - STRUCTURE TABLE <br />NAME <br />TYPE <br />SIZE <br />RIM ELEV. STA <br />OFFSET <br />NORTHING <br />EASTING <br />CB 112 <br />TYPE 2 <br />48" <br />17.94' <br />1 14L STA:2+68.21 <br />23.61 <br />367421.44 <br />1302378.49 <br />CB 113 <br />TYPE 2 <br />48" <br />18.17' <br />14L STA:2+68.20 <br />-10.95 <br />367455.98 <br />1302379.70 <br />CB 114 <br />TYPE 2 <br />48" <br />18.74' <br />14L STA:1+40.98 <br />-10.95 <br />367460.44 <br />1302252.55 <br />CB 115 <br />TYPE A <br />- - <br />18.74' <br />14L STA:1+40.98 <br />10.95 <br />367438.56 <br />1302251.79 <br />CB 116 <br />TYPE 2 <br />48" <br />18.24' <br />14L STA:0+34.64 <br />-10.95 <br />367464.16 <br />1302146.28 <br />CB 117 <br />TYPE 2 <br />48" <br />18.24' <br />14L STA:0+34.64 <br />10.95 <br />367442.28 <br />1302145.51 <br />CB 118 <br />TYPE 2 <br />48" <br />18.49' <br />SDL STA:4+80.77 <br />5.91 <br />367457.74 <br />1302100.12 <br />CB 119 <br />TYPE 2 <br />- - <br />17.99' <br />SDL STA:3+27.28 <br />10.78 <br />367572.18 <br />1301993.28 <br />CB 120 <br />TYPE A <br />48" <br />17.99' <br />SDL STA:3+27.27 <br />-10.78 <br />367580.89 <br />1302013.00 <br />CB 121 <br />TYPE 2 <br />48" <br />18.69' <br />SDL STA:2+47.45 <br />10.78 <br />367655.82 <br />1301987.63 <br />CB 122 <br />TYPE 2 <br />48" <br />19.01' <br />SDL STA:2+27.71 <br />-11.21 <br />367674.78 <br />1302010.30 <br />CB 123 <br />TYPE 2 <br />48" <br />18.23' <br />SDL STA:5+35.80 <br />10.78 <br />367409.83 <br />1302098.93 <br />CB 124 <br />TYPE 2 <br />48" <br />18.25' <br />SDL STA:5+35.82 <br />-10.78 <br />367409.06 <br />1302120.47 <br />CB 125 <br />TYPE 2 <br />48" <br />18.82' <br />SDL STA:6+26.73 <br />10.10 <br />367318.94 <br />1302096.42 <br />CB 126 <br />TYPE 2 <br />48" <br />19.14' <br />SDL STA:6+82.53 <br />10.02 <br />367263.16 <br />1302094.54 <br />STORM - FISHERMAN'S HARBOR B - STRUCTURE TABLE <br />NAME <br />TYPE <br />SIZE <br />RIM ELEV. <br />STA <br />OFFSET <br />NORTHING <br />EASTING <br />CB 101 <br />TYPE A <br />- - <br />18.06' <br />SDL STA:12+61.70 <br />15.43 <br />366930.10 <br />1302413.21 <br />CB 102 <br />TYPE 2 <br />48" <br />17.90' <br />SDL STA:12+60.70 <br />-16.67 <br />366962.22 <br />1302413.34 <br />CB 103 <br />TYPE 2 <br />48" <br />18.49' <br />SDL STA:12+28.34 <br />-10.95 <br />366957.63 <br />1302380.80 <br />CB 104 <br />TYPE 2 <br />48" <br />19.12' <br />SDL STA: 11+44.65 <br />-9.84 <br />366959.46 <br />1302297.12 <br />CB 105 <br />TYPE 2 <br />48" <br />18.04' <br />SDL STA:9+81.67 <br />10.95 <br />366968.06 <br />1302132.45 <br />CB 106 <br />TYPE A <br />- - <br />18.10, <br />SDL STA:9+81.67 <br />-10.95 <br />366985.22 <br />1302146.06 <br />CB 107 <br />TYPE 2 <br />48" <br />18.23' <br />SDL STA:9+22.42 <br />10.95 <br />367020.03 <br />1302094.49 <br />CB 108 <br />TYPE 2 <br />48" <br />18.52' <br />SDL STA:8+62.17 <br />10.95 <br />367083.67 <br />1302087.32 <br />CB 109 <br />TYPE 2 <br />48" <br />18.52' <br />SDL STA:8+71.85 <br />-10.95 <br />367073.23 <br />1302108.86 <br />CB 110 <br />TYPE 2 <br />48" <br />1 17.73' <br />1 SDL STA:10+04.65 <br />63.48 <br />366907.50 <br />1 1302130.34 <br />STORM - MILLWRIGHT SOUTH - STRUCTURE TABLE <br />NAME TYPE SIZE RIM ELEV. I STA OFFSET NORTHING I EASTING <br />NOTES <br />1. CATCH BASIN STRUCTURES PER CITY EVERETT STANDARD DE <br />2. FRAME AND GRATES PER CITY OF ETAILS 405, 406A, AND 406B. INSTALLATION <br />PER D <br />N.I.C. <br />N.I.C. <br />N.I.C. <br />N.I.C. <br />N.I.C. <br />N.I.C. <br />TREATMENT TABLE <br />DESCRIPTION <br />TREATMENT <br />SIZE OF VAULT <br /># OF <br />IE IN <br />IE OUT <br />CONTROL <br />STATION <br />OFFSET <br />NORTHING <br />EASTING <br />SYSTEM <br />CARTRIDGES <br />POINTS <br />FHA <br />MODULAR WETLANDS STORMWATER <br />g'x20' <br />5 EA <br />12.61' <br />Cl.30' <br />CPi <br />SDL STA:6+51.15 <br />10.00 <br />367294.53 <br />1302095.62 <br />BIOFILTRATION SYSTEM <br />1 <br />1 <br />CP2 <br />SDL STA: 6+71.15 <br />10.00 <br />367274'54 <br />1302094.92 <br />FHB <br />MODULAR WETLANDS STORMWATER <br />g'x12' <br />3 EA <br />12.73' 1 <br />12.12' <br />CP3 <br />SDL STA:9+92.79 <br />78.35 <br />366904.20 <br />1302106.06 <br />BIOFILTRATION SYSTEM <br />1 <br />CP4 <br />SDL STA:9+99.02 <br />72.53 <br />366903.78 <br />1302118.05 <br />STORM WATER STUB OUTS <br />SIZE <br />NORTHING <br />EASTING <br />LENGTH <br />SLOPE <br />INV IN <br />12" <br />367072.11 <br />1302140.90 <br />32' <br />0.50% <br />14.62' <br />12" <br />367407.94 <br />1302152.67 <br />32' <br />0.50% <br />14.35' <br />12" <br />367889.49 <br />1301642.36 <br />24' <br />0.50% <br />16.41' <br />12" <br />367656.94 <br />1301955.43 <br />32' <br />0.50% <br />15.86' <br />12" <br />366988.56 <br />1302413.45 <br />26' <br />0.50% <br />14.90' <br />12" <br />367008.69 <br />1302064.51 <br />32' <br />0.50% <br />13.98' <br />12" <br />367084.78 <br />1302055.29 <br />32' <br />0.50% <br />14.40' <br />12" <br />367410.95 <br />1302066.73 <br />32' <br />0.50% <br />13.09' <br />12" <br />367496.20 <br />1302147.40 <br />32' <br />0.50% <br />13.40' <br />12" <br />367492.47 <br />1302253.67 <br />32' <br />0.50% <br />14.03' <br />12" <br />367488.01 <br />1302380.82 <br />32' <br />0.50% <br />14.77' <br />12' <br />367421.44 <br />1302378.49 <br />19' <br />0.507. <br />15.04' <br />N.I.C. <br />N.I.C. <br />x <br />g�►� <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />p <br />j^ <br />O�� Of <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS.y^P�°,� <br />BRUT <br />,S eWsx, <br />s <br />J. KEISER <br />NOTED <br />C3.11 <br />DESIGNED Dv: <br />DATE: <br />WATERFRONT PLACE C E N T R A L <br />CIP NO. 2-0-045-01, 6-8-001-06, <br />6-$-001-OS <br />o <br />5 <br />® ® ©"' 1736F,-lh-,-VS.Suit A <br />Seanle,Washingron98134 <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF6-$-001-�], <br />�P <br />M. O'CONNOR <br />AUG. 2016 <br />DRAWN Dv <br />CHECKED BY -FISHERMAN'S <br />EVERETT <br />P 206.624.1387 <br />�1 <br />8/22/16 <br />JBK <br />ADDENDUM 1 <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />�O <br />HARBOR <br />PROJECT <br />NO. PD-WP-2016-01 <br />i <br />P.O. BOX 538 <br />ENGINEERS, INC. www d <br />.pn enanee�s.com <br />A <br />6/30/16 <br />JBK <br />ISSUED FOR BID AND CONSTRUCTIONJ <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />� <br />isTexe G� <br />ss <br />D. McDONALD <br />C. WIEST <br />DRAINAGE STRUCTURE <br />APPROVED BY: <br />j EVERETT, WA 98206 <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />TONAL E <br />SHEET NO. 77 01 195 <br />r (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />TABLES <br />NO. <br />DATE <br />01 <br />REVISION <br />
The URL can be used to link to this page
Your browser does not support the video tag.