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NS <br />FIRE HYDRANT SCHEDULE COORDINATE TABLE PORT GARDNER BAY <br />NORTHING AND EASTING COORDINATES ARE NORTHING AND EASTING COORDINATES ARE AT CENTER OF PIPE.EAST WATERWAY <br />AT CENTER OF HYDRANT. <br />FH ID <br />NORTHING <br />EASTING <br />NT-FH-01 <br />361888.72 <br />1301280.66 <br />NT-FH-02 <br />362170.55 <br />1301290.47 <br />NT-FH-03 <br />362505.28 <br />1301292.12 <br />NT-FH-04 <br />362736.89 <br />1301263.06 <br />NT-FH-05 <br />361655.66 <br />1301547.90 <br />NT-FH-06 <br />362031.01 <br />1301590.99 <br />NT-FH-07 <br />362327.83 <br />1301601.32 <br />NT-FH-08 <br />362627.65 <br />1301611.76 <br />NT-FH-09 <br />362927.47 <br />1301622.19 <br />NT-FH-10 <br />363211.91 <br />1301690.47 <br />N T-FH-11 <br />362167.67 <br />1301890.73 <br />NT-FH-12 <br />362467.49 <br />1301901.17 <br />NT-FH-13 <br />362767.30 <br />1301911.61 <br />NT-FH-14 <br />363067.12 <br />1301922.05 <br />NT-FH-15 <br />361382.02 <br />1301593.91 <br />NT-FH-16 <br />363222.66 <br />1301400.14 <br />8 <br />4 EVERETT SHIP 3 DUNLAP <br />REPAIR C5 1 C5.1 (PORT OF <br />(PORT OF EVERETT) VERETT) <br />ID <br />STATION <br />NORTHING <br />FASTING <br />OA <br />W1 4+64.01 <br />360892.93 <br />1301545.04 <br />OB <br />W1 14+90.01 <br />361918.30 <br />1301580.74 <br />ALIGNMENT <br />I <br />INTERSECTDON TABLE <br />NORTHING AND EASTING COORDINATES ARE <br />AT CENTER OF PIPE. <br />Al <br />70LE <br />COMYP STORA E AR <br />INTERSECTION STATION <br />NORTHING <br />FASTING <br />W1 <br />14+98.88 = <br />W2 <br />10+00.00 <br />361918.61 <br />1301571.88 <br />W1 <br />17+49.83 = <br />W3 <br />10+00.00 <br />362169.41 <br />1301580.61 <br />W1 <br />20+63.96 <br />= W4 <br />10+00.00 <br />362483.35 <br />1301591.54 <br />W1 <br />27+80.87 <br />= W5 <br />10+00.00 <br />363199.83 <br />1301616.48 <br />W2 <br />13+00.00 <br />= W6 <br />10+00.00 <br />361929.05 <br />1301272.06 <br />W4 <br />13+00.00 <br />= W6 <br />15+65.08 <br />362493.79 <br />1301291.72 <br />W3 <br />22+97.22 <br />= W5 <br />14+09.00 <br />363185.60 <br />1302025.23 <br />W1 <br />26+49.00 <br />= W7 <br />10+00.00 <br />363067.75 <br />1301611.88 <br />W7 <br />12+10.00 = <br />W8 <br />10+00.00 <br />363075.06 <br />1301402.01 <br />I <br />NT-FIN-01 C 1 <br />W2 13+00.00 = W6 10+00. <br />N T- TD <br />f <br />0 <br />6c <br />0 <br />�� <br />0 <br />T-FH-02 1 : NT-FH-03 <br />NT-TD-01 <br />W6 11+00_ _W6 12+0 W6 13+00 W6 14+00 iW6 <br />0 <br />NT�FH-04 C 1 <br />NOTES <br />1. <br />THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON THE PLANS <br />ARE APPROXIMATE. NO REPRESENTATION IS MADE AS TO THE ACCURACY <br />OR COMPLETENESS OF THE INFORMATION. THE CONTRACTOR SHALL <br />POTHOLE OR OTHERWISE CONFIRM EXISTING CONDITIONS PRIOR TO START <br />\ <br />OF WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, <br />THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN <br />CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. <br />THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT <br />2 <br />FROM DAMAGE OR DESTRUCTION ALL UTILITIES AS SHOWN AND ALL <br />C5.1 <br />C5.9 <br />UTILITIES NOT SHOWN THAT MAY BE ENCOUNTERED DURING <br />CONSTRUCTION DUE TO NO RECORD OF THEIR EXISTENCE. <br />- - - - - .. PORT GARDNER BAY <br />16 \ 2. <br />SEE SHEETS C5.30-05.32 FOR WATER PROFILE W1. <br />I EAST WATERWAY <br />SEE SHEET C5.32 FOR WATER PROFILE W2. <br />SEE SHEETS C5.33-05.34 FOR WATER PROFILE W3. <br />SEE SHEET C5.35 FOR WATER PROFILE W4. <br />SEE SHEET C5.35 FOR WATER PROFILE W5. <br />SEE SHEET C5.36 FOR WATER PROFILE W6. <br />o <br />+ <br />W7 12+10 = � <br />SEE SHEET C5.37 FOR WATER PROFILES W7 & W8. <br />WS 10+00 <br />I I I <br />- - - - - - +59 <br />SEE SHEET C5.38 FOR WATER PROFILE W9. <br />15+00 <br />W6 <br />16+OO�v6 17+00_ <br />o _ <br />_._ -o OP p <br />1 NT-FH-16 <br />- <br />+ <br />�Op <br />o <br />VW�41ylllv3l+00.00 <br />8 11+62 = W9 10+00 <br />N <br />= W6 15+65.08 <br />x <br />EX PUD W7 12+00 <br />3 0 \op <br />\ <br />I II <br />z <br />S E HEET C5.5 & C5.6 FOR FH17, FH18, -- - <br />FH19, & FH2O COORDINATE LOCATIONS op <br />-- -ZAI <br />- �_--�� W1 14+98.88 W2 10+00.00 W1 17+49.83 = W3 10+00.00 <br />DE OP _ W1 5+00 W1 6+00 W1 7+00 W1 8+00 W1 9+00 W1 ,10 00_ _W1 11+00 W1 12+ W1 13+00 W1 14+00_ _W1 16+00 W� 17+00 W1 18+00 W119+00 W1 20+00 <br />y�\ oP <br />w <br />12" CITY FM, NIC �� <br />A �asCIS ..�� �I�\ B 1 NT- H-06 'X 1 NT-FH-07 <br />42 CITY FM, NIC <br />�O <br />NT-FH-15 <br />- - <br />\\LID <br />y%X <br />X - _ - EX WAREHOUSE <br />BLDG WAREHOUSE <br />TENANT � � HT 93 65 <br />LD <br />MY OF EVERETT STANDARD <br />_WATER NOTES VOL.1 <br />5°2° 1)EX WAREHOUSE o <br />A. NO CONNECTION TO THE EXI�ING MAINS WILL BE ALLOWED EXCEPT B3\�M� N APPROVED BACKFLOWBPREVENTION DEVICE \ jo - <br />PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS. NT-FH-11 1 x <br />f o <br />B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S <br />EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE a <br />PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. <br />C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.�� • <br />D. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT x_ <br />PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.------------- <br />c <br />E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO <br />CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24-HOUR BASIS. - - - - - - - - - - - - - <br />(a)/n <br />F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND NON -POTABLE <br />CONVEYANCE SYSTEMS. WEST MARINE VIEW DRIVE (SR 529) <br />G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND <br />EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. CONSTRUCTION NOTES <br />SUBSTATION I 1 <br />© x x x x W1 26+49 = <br />W7 10+00I <br />C5.1 C5.9 <br />W711+00 I����� <br />T-T D3mil-lU-U <br />0 <br />/-W1 20+63.96 = W4 10+00.00 N u I o <br />W1 22+00. _W123+00 W1 24+00 W1 25+00 W� 26+00 W1 27+00_ <br />I � W1 27+80.87 = W5 10+00. <br />1 <br />_ 1 NT-FH-10 <br />1 NT-FH 08 1 NT-FH-09 <br />1%O 12" CITY FM, NIC W5 11+00 <br />42" CITY FM, NIC <br />1 i NT-FH-12 <br />W3 16+00 _W3 17+00 W3 1 <br />- w <br />LEGEND <br />m:. <br />W3 19+ <br />NT-FH-13 <br />N <br />-TD-05 <br />DNT-FH-1 13 <br />0 <br />0 <br />W3 22+97.22 = W5 14+09.00 0 <br />CD <br />W3 20+00 W3 21+00 W3I22+00 <br />w��w <br />3 <br />NIT-Tn-nv,, IIII <br />C 0 TY OF EVERETT STANDARD SEWER NOTES <br />(V O L A <br />6-3-1) <br />- - PROPERTY LINE <br />TRENCH <br />DRAIN <br />, <br />O FH ASSEMBLY PER COE STD DWG 507. <br />A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. <br />-- -- LEASE LIMIT <br />FENCE <br />B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. <br />EASEMENT <br />W EXISTING <br />WATER <br />C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE <br />FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE <br />W WATER <br />SS SS EXISTING <br />SEWER <br />CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED <br />CONSTRUCTION ON THE PROJECT. <br />SEWER <br />So EXISTING <br />STORMWATER <br />15+F <br />b FIRE HYDRANT <br />A LIGHT POLE <br />1 )NT-FH-17 <br />1 )NT-FH-18 <br />H <br />NT-FH-19 <br />CITY OF <br />EVERETT PORT <br />GARDNER <br />STORMWATER <br />FACILITY <br />AVE <br />•• • •• •• <br />• • <br />•• <br />D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO START CONSTRUCTION. so STORMWATER X X EXISTING FENCE RECORD DRAWING <br />12/02/2021 NW 2-INCH TO 9-INCH PVMT PROJECT ENGINEER: SCALE: <br />® 10/15/2021 NW REVISED PER CITY RECORD CONDITIONS N. WATSON 1 " = 80' <br />Port o, f PRE -CONSTRUCTION MEETING ILLUSTRATED IN THESE <br />08/26/2021 NW UPDATE STORM PER CITY PLANS REFLECT DESIGNED BY: DATE: <br />COMMENTS & ELEC BACKGROUND A\ 07/05/2023 NW RECORD DRAWING J. BECKER 05/07/2021 <br />EVERETT PER ADDENDUM 3 INFORMATION <br />® 06/13/2022 NW RFI 088 DRAWN BY: CHECKED BY: <br />02 07/09/2021 NW ADDENDUM 1 PROVIDED BY THE A 04/08/2022 NW MARITIME TENANT SITE DEVELOPMENT K. EDWARDS, D. YU N. WATSON <br />1601 5th Avenue, Suite 1300 0 06/21/2021 NW AsUED FOR BID 2/ /, CONTRACTOR. RECORD <br />P 0 BOX 538 Seattle, Washington 98101 © 1 08 0 1 NW F0001 REQUEST TO MOVE WTR gppRovEO BY: <br />EVERETT, WA 98206 Do os/5/ 0 1 NW FOR CITY REVIEW LINE w4 CONDITIONS WERE NOT <br />(206) 382-0600 Fax(206)382-0500 <br />(425) 259-3I64 PROJECT NO. 1600120 No. DATE BY REVISION No. DATE BY REVISION VERIFIED BY ENGINEER. <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />WATER AND SEWER <br />OVERALL PLAN <br />� CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 81 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. N0. <br />C5.1 <br />GIP No. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021-02.2 <br />SHEET No. 67 OF 150 <br />0 <br />Z <br />