1410 SEINER DR FISHERMAN JACKS 2025-08-21

LEGEND R/W - RIGHT OF WAY 0 14L ALIGNMENT _ - PROPOSED CENTERLINE o I Ss SANITARY SEWER C3.08 _ C3.08 FM SANITARY SEWER FORCE MAIN CAPPED FOR FUTURE MATCHLINE w MATCHLINE SD - STORM DRAIN CONNECTION, TYP. to LJ ow WATER SYSTEM N + R/W R/W R/W R/W R/W /W R/W R/W R/W R/W R/W R/W R/W R/W / SD _ F-1 El3 y c CB 116 CB 117 SDL ALIGNMENT Ss FHA STORM WATER N � CB 109 C3.12 B 124 TREATMENT SYSTEM w w w W w W 0k s w SEE SHEET C3.09 / s e 7 CB 118 l w SERIVE 18"0 OVERFLOW (BY OTHERS) 0 5+00 3 5+50 ~ 6+I00 ~ 6+50 7+00 7+50 8+00 8+50 T�s '_' ' O� 3 CB 123 + SD - CB 107 g SD SID - - _®❑ ® _3 CB 125 - - w CB 1126 B 108 4"0 PVC ELBOW 4"0 PVC ul 4"0 PVC WYE I r� R�W �R/W ul+ LR/W R/W R/W /W R/W RN R/W R/W R/W R/W R/W R/W R/W R/W ---- E TRENCH DRAINOUTLET FLOWLINE IE=17.11' �� RACK OF SIDEWALK \ SEE C3.09 FOR CONNECTION WAY, TYP. TRENCH DRAIN OUTLET FLOWLINE IE=16.63' C3 .12 TYP. \ \ TO EXISTING MANHOLE x LTR NE CH DRAIN,TYP. TRENCH DRAIN,TYP. PLAN SCALE IN FEET 20 0 20 40 cD 18 Z ¢ WATER SERVICE 4"0 18 PROFILE EXISTING STORM 12" CPEP IE 15.42' CB 126 GRADE GRADE o IE 14.14' 22LF 0.51% + + SEWER SERVICE 6"0 + SDL STA:6+82.53 + + + + + IE 15.4' OFFSET:10.02 R - 16 _ RIM: _ - - - 16 _ - - - - INV IN:12.24' STORM 12I CPEP 8 F CP 1 4" P 23L i INV OUT:12.14' IE 14.4' 24LF 0.50% 6 F P " 14 14 CB r CB 118K i SDL STA:8+62018 " $ SDL STA:4+80.77 0.1 " OFFSET 10.95 R 12 OFFSET:5.91 R ____ STORM 24" CPEP RIM:18.52 CB 107 12 z RIM:18.49 FH SERVICE 6' 0 WATER SERVICE 4"0 (2) INV IN:14.40' SDL STA:9+22.42 i INV IN:14.00' lE 12.02' CB 123 IE 11.93' INV OUT:14.30' OFFSET:10.95 R INV IN:13.24' + + SDL STA:5+35.80 t + + + + + + + + + +RIM:18.23 (2) TD INV IN: 15.00 T OFFSET:10.78 R CB 125 r- -I r IE OUT.12.30' 1 NV IN:13.98' n 10 SDL STA:6+26.73 INV OUT:13.88' 10 INV OUT: 13.14' RIM:18.23 OFFSET:10.10 R FHA STORM WATER z INV IN:13.09' n _ STORM 24" CPEP RM:18.82 E N:12.61' 1 TREATMENT SYSTEM INV OUTi 12. - INV IN:12 88- SEE SHEET C3.09 1 IE 13.24'I 47LF I0.13% INV OUT 12.991 8 4 4 8 z z I 0 6 2 2 6 i CSO 30"0 + + IE 1.74' + + + + + + + + + + + + + 4 0 0 4 x 4+00 5+00 6+00 PROFILE 7+00 8+00 9+00 10+00 > IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 11-1:10V PROJECT ENGINEER: SCALE: x glnl�le PORT OF EVERETT DWG. N0. q i PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY BRUCF J. KEISER NOTED CJ.�6 PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE .S FY43N, �F' Port o, f ' CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGSyP�° s DESIGNED NY DATE WATERFRONT PLACE CENTRAL o ® ® ©"' 1736F-lhAveaueS.Suit A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, �P M. O'GONNOR AUG. 2016 CIP No. 2-0-045-01, 6-8-001-06, 4EVERETT Sttle, Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 6-8-001-07, 6-8-001-08 P: 206.624.1387 �1 8/22/16 JBK ADDENDUM 1 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY oRAwN ev: cHECKEo aY:FISHERMAN S HARB0R ENGINEERS, INC. www d AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN �o D. McDONALD C. WIEST PROJECT .pa eaaaeers.coa, APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED 1.1E I G�� DRAINAGE PLAN AND PROFILE NO. PD-WP-2016-01 5 P.O. BOX 538 A 6�30�16 JBK ISSUED FOR BID AND CCNSTRUC11ON ss APPROVED av: j EVERETT, WA 98206 IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT /ONAI E Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. N0. DATE 0r REVISION SHEET N0. 72 OF 195