1400 SEINER DR 2016 Utility Plans 2022-10-27

DRAINAGE - FISHERMAN'S HARBOR 'A' - STRUCTURE TABLE TREATMENT TABLE TREATMENT # UF CONTROL NAME TYPE SIZE RIM ELEV. STA OFFSET NORTHING EASTING DESCRIPTION SYSTEM SIZE OF VAULT CARTRIDGES �E IN IE OUT WEIR ELEVATION pOINTS STATiON OFFSET NORTHING EASTING �► � MODULAR WET�ANDS STORMWATER , , , , , CP1 SDL STA: 6+51.15 10.00 367294.53 1302095.62 CB 112 TYPE 2 48 17.94 14L STA: 2+68.21 23.61 367421.44 1302378.49 FHA BIOFILTRATION SYSTEM $ X2� 5 EA 12.61 �11.28� �j 14.28� CP2 SDL STA: 6+71.15 10.00 367274.54 1302094.92 CB 113 TYPE 2 48" 18.17' 14L STA: 2+68.2� -10.95 367455.98 1302379.70 FHB MODULAR WETLANDS STORMWATER g'x12' 3 EA 12.73' 11.40' 14.70' CP3 SDL STA: 9+92.79 78.35 366904.20 1302106.06 BIOFILTRATION SYSTEM L� � � D CP4 SDL STA: 9+99.02 72.53 366903.78 1302118.05 CB 114 TYPE 2 48" 18.74' 14L STA: 1+40.98 -10.95 367460.44 1302252.55 CB 115 TYPE 2 48" 3 18.74' 14L STA: 1+40.98 10.95 367438.56 1302251.79 CB 116 TYPE 2 54" 3 18.24' 14L STA: 0+34.64 -10.95 367464.16 1302146.28 CB 117 TYPE 2 48" 18.24' 14L STA: 0+34.64 10.95 367442.28 1302145.51 STORM WATER STUB �UTS CB 118 TYPE 2 54" 3 18.49' SDL STA: 4+80.77 5.91 367457.74 1302100.12 SIZE NORTHING EASTING LENGTH SLOPE INV IN CB 3 CB 119 TYPE 2 48" 2 17.99' SDL STA: 3+27.28 10.78 367572.18 1301993.28 12" 367072.11 1302140.90 32' 0.50� 14.62' 109 CB 120 TYPE A - - 2 17.99' SDL STA: 3+27.27 -10.78 367580.89 1302013.00 12" 367407.94 1302152.67 32' 0.50� 14.35' 124 CB 121 TYPE 2 48" 18.69' SDL STA: 2+47.45 10.78 367655.82 1301987.63 2 12" 367673.67 1302042.07 32' 0.50� 16.11' 122 " ' ' N.I.C. CB 122 TYPE 2 48" 19.01' SDL STA: 2+27.71 -11.21 367674.78 1302010.30 • • � • • • • CB 123 TYPE 2 54" 3 18.23' SDL STA: 5+35.80 10.78 367409.83 1302098.93 2 �� • ' • . ' . . . N.I.C. CB 124 TYPE 2 48" 18.25' SDL STA: 5+35.82 -10.78 367409.06 1302120.47 12" 367656.94 1301955.43 32' 0.50� 15.86' 121 CB 125 TYPE 2 48" 18.82' SDL STA: 6+26.73 10.10 367318.94 1302096.42 12" 366988.56 1302413.45 26' 0.50� 14.90' 102 CB 126 TYPE 2 54" 3 1914' SDL STA: 6+82.53 10.02 367263.16 1302094.54 12" 367008.69 1302064.51 32' 0.50� 13.98' 107 12" 367084.78 1302055.29 32' 0.50� 14.40' 108 DRAINAGE - FISHERMAN'S HARSOR 'B' - STRUCTURE TABLE �2" 367410.s5 1302066.�3 32' 0.50� �3.os' �23 NAME TYPE SIZE RIM ELEV. STA OFFSET NORTHING EASTING 12" 367496.20 1302147.40 32' 0.50% 13.40' 116 CB 101 TYPE A - - 18.06' SDL STA: 12+61.70 15.43 366930.10 1302413.21 12" 367492.47 1302253.67 32' 0.50� 14.03' 114 CB 102 TYPE 2 48" 17.90' SDL STA: 12+64.70 -16.67 366962.22 1302413.34 12" 367488.01 1302380.82 32' 0.50� 14.77' 113 CB 103 TYPE 2 48" 18.49' SDL STA: 12+28.34 -10.95 366957.63 1302380.80 3 12" 367401.91 1302378.29 20' 0.50� 15.04' 112 CB 104 TYPE 2 48" 19.12' SDL STA: 11+44.65 -9.84 366959.46 1302297.12 12" 366992.60 1302298.28 33' 0.30% 14.22' 104 3 CB 105 TYPE 2 54" 18.04' SDL STA: 9+81.67 10.95 366968.06 1302132.45 12" 367406.23 13Q2259.05 33' 0.50� 14.24' 115 0 '' CB 106 TYPE A - - 18.10' SDL STA: 9+81.67 -10.95 366985.22 1302146.06 4 12" 367010.34 1302165.98 32' 3.60� 14.10' 106 � U tD CB 107 TYPE 2 48" 18.23' SDL STA: 9+22.42 10.95 367020.03 1302094.49 NOTE: NORTHINGS AND EASTINGS LOCATE THE END OF STUB. � � THE "INV IN" ELEVATION IS THE INVERT INTO THE CATCH BASIN.� � CB 108 TYPE 2 48" 18.52' SDL STA: 8+62.17 10.95 367083.67 1302087.32 � z Q CB 109 TYPE 2 48" 1$.52' SDL STA: 8+71.85 -10.95 367073.23 1302108.86 � o CB 110 TYPE 2 54" 17.73' SDL STA: 10+04.65 63.48 366907.50 1302130.34 � 0 U W % o DRAINAGE - MILLWRIGHT LOOP SOUTHEAST - STRUCTURE TABLE m � Q � NAME TYPE SIZE RIM ELEV. STA OFFSET NORTHING EASTING � z � " . ' . . . . . N.I.C. � w v - - . ' . . . . . N,I.C. � i z c� . . . - . . . N.I.C. � W o � o . . . . . . N.I.C. z a » ► � . . . . . . N.I.C. z z " . . . . . . N.I.C. a J d U � NOTES � 0 1. CATCH BASIN STRUCTURES PER CITY EVERETT STANDARD DETAILS 402 AND 404. 0 2. FRAME AND GRATES PER CITY OF EVERETT STANDARD DETAILS 405, 406A, AND 406B. INSTALLATION � PER DETAIL 407. w � � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E C O R D D R A W I N G 0 � PROJECT ENGWEER: SCALE: PORT OF EVERETT DWG. NO. � a Q4 9/15j18 JBK RECORD DRAUNNG PND ENGINEERS, INC. IS NOT RESPONSIBL� FOR SAFETY �. KEISER NOTED C�■ � � ; Q P R O G R A M S, M E T H O D S O R F R O C E Q U R E S O F O P E R A T I O N, O R T N E o � o r Q ,.f1 03 1/31/17 JBK U1ILITY REVISIONS CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DES�GNED BY: DATE: � � 1736 Fourth Avenue S.Suite A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, M. 0 CON NOR JUN. 2016 W A T E R F R 0 N T P LA C E C E N T R A L CIP No. 2-0-045-01, 6-8-001-06, g � � � � Seattle,Washington98134 Q 1/31/17 JBK PERMIT REVISIONS THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 7 ao % VERET� P:20�.�24.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY �RAwN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R 6-8-001-07, 6-8-OOl-O8 \ � ENGINEERS, INC. www.pndengineers.com 01 8/22I16 JBK ADDENDUM 1 AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST PROJECT P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED PD-WP-2016-01 °i N QO 6/30 16 JBK ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: D R A I N A G E S T R U C T U R E N0. �/ EVERETT, WA 98206 � � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. N0. DATE BY REVISION TA B LE S SHEET N0. 77 OF 195