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NE1N STRUCTURE TABLE <br /> NAME TYPE StZE STA OFFSET NORTHING EASTING <br /> SSMH #101 TYPE 1 48" SDL STA: 11+90.00 � 0.00 366948.04 1302342.10 Q <br /> SSMH #102 TYPE 1 48" SDL STA: 1�+30.76 2.00 366953.63 1302182.70 <br /> SSMH #103 TYPE 1 48" SDL STA: 9+65.00 0.00 366987.95 1302127.03 <br /> SSMH #104 TYPE 1 48" SDL STA: 8+88.76 0.45 367056.68 1302097.33 <br /> SSMH #105 TYPE 1 48" SDL STA: 6+30.93 0.00 367314.38 1302106.37 <br /> SSMH #106 TYPE 1 48" SDL STA: 1+03.03 2.68 367799.87 1302000.75 <br /> SSMH #107 TYPE 1 48" SDL STA: 3+04.34 � 0.79 367598.51 1301996.42 �2 , <br /> SSMH #108 TYPE 1 48" 14L STA: 0+03.78 0.00 367454.30 1302115.06 Q <br /> SSMH #109 TYPE 1 48" 14L STA: 2+75.00 0.00 367444.80 1302386.11 <br /> „ � <br /> . . . . . N.I.C. <br /> „ . . . . . N.I.C. <br /> „ <br /> . . . . . N.I.C. � <br /> * NO ANTI-FLOTATION RING REQUIRED <br /> EXISTING STRUCTURE TABLE <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 /> EXISTING EXISTING MANHOLE 48" 13L STA: 2+09.21 4.91 367899.43 1301961.25 <br /> EXISTING EXISTING MANHOLE 48" 13L STA: 2+51.68 11.18 367891.68 1302003.47 <br /> � EXISTING EXISTING MANHOLE 48" 13L STA: 4+54.44 13.21 367882.59 1302206.04 <br /> � <br /> o EXISTING EXISTING MANHOLE 48" 13L STA: 6+33.46 14.9$ 367874.58 1302384.89 <br /> � <br /> � EXISTING EXISTING MANHOLE 48" 13L STA: 6+58.70 33.05 367855.64 1302409.48 <br /> � <br /> � <br /> � EXISTING EXISTING MANHOLE 48" 13L STA: 6+85.06 32.09 367855.68 1302435.86 <br /> � <br /> i <br /> Z EXISTING EXISTING SSMH 48" 14L STA: 3+28.71 25.78 367417.15 1302438.88 <br /> � <br /> a EXISTING EXISTING MANHOLE 48" MNL STA: 8+96.98 3.38 368105.62 1301484.93 <br /> � <br /> 0 <br /> 0 <br /> o EXISTING EXISTING MANHOLE 48" MNL STA: 11+60.44 10.20 367920.51 1301672.70 <br /> U <br /> w <br /> � EXISTING EXISTING MANHOLE 48" MSL STA: 12+82.16 2.34 367903.40 1301717.49 a <br /> 0 <br /> m <br /> � <br /> a <br /> _ <br /> � <br /> z <br /> ¢ <br /> � <br /> � <br /> w <br /> _ <br /> tn <br /> � <br /> / <br /> z <br /> c.� <br /> � <br /> w <br /> 0 <br /> 0 <br /> z <br /> ¢ <br /> c� <br /> z <br /> z <br /> z <br /> a <br /> J <br /> a <br /> � <br /> � <br /> � <br /> � <br /> 0 <br /> u�i <br /> 0 <br /> 0 <br /> � <br /> � <br /> w <br /> � <br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E D R A W I N G <br /> 0 <br /> � <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> o a PND ENGINEERS, WC. IS NOT RESPONSIB�E FOR SAFETY �. �E�sER NOTEo PORT 4F EVERETT <br /> Z � PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE � ■ <br /> � O� O �T= �3 9/15/18 JBK RECORD DRAIMNG CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESiGNEo BY: DATE: <br /> v c�o 1736 FourthAvenueS.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CAI..LED OUT, N. ALEXANDER JUN. 2016 WAT E R F R 0 N T P LA C E C E N T RA L CIP No. 2-0-045-01, 6-8-001-06, <br /> Q � � � � Seattle,Washington 98134 Q q-�6/17 JBK UTILITY REVISIONS 2 TNE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF � 6-8-001-07 6-8-001-08 <br /> ao % VERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY. F I S H E R M A N S H A R B 0 R � <br /> \ � ENGINEERS, INC. www.pndengineers.com �1 1/31/17 JBK UTILITY REVISIONS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST PROJECT <br /> � o P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED S E W E R S T R U C T U R E T A B L E S N�• PD-WP-2016-01 <br /> �j EVERETT, WA 98206 QO 6/30/16 JBK ISSUED FOR BID AND CONSTRUC�ION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT aPPRovE� eY: <br /> � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. SHEET N0. $7 OF 195 <br /> N0. DATE BY REVISION <br />