2600 FEDERAL AVE 2021 PORT OF EVERETT Plans 2025-09-26

FIRE HYDRANT SCHEDULE COORDINATE TABLE PORT GARDNER BAY NORTHING AND EASTING COORDINATES ARE NORTHING AND EASTING COORDINATES ARE AT CENTER OF PIPE.EAST WATERWAY FO E S AT CENTER OF HYDRANT. -- -- -- -- -- -- - -- -- EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON THE PLANS D STATION NORTHING EASTING FH ID NORTHING EASTING APPROXIMATE. NO REPRESENTATION IS MADE AS TO THE ACCURACY OA W1 4+64.01 360892.93 1301545.04 COMPLETENESS OF THE INFORMATION. THE CONTRACTOR SHALL FH1 361888.72 301280.66 OLE OR OTHERWISE CONFIRM EXISTING CONDITIONS PRIOR TO START OB Wl 14+90.01 361918.30 1301580.74 WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, FH2 362170.55 1301290.47 Z CONTRACTON UR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN FH3 362505.28 301292.12 ALIGNMENT INTERSECT 0 0 N TABLE ° 2 ED CONCONSCONTRAOCTORNSIHALLETAKE PRECAUTIONARYDOISMEASUR HAVE BSETO PROTECT N EVALUATED. FH4 362736.89 301263.06 NORTHING AND EASTING COORDINATES ARE FIF CENTER OF PIPE. ��CONC LOCK o e M DAMAGE OR DESTRUCTION ALL UTILITIES AS SHOWN AND ALLC5.1 C5.9FH5 361655.66 1301547.90 sroRA E ARE ITIES NOT SHOWN THAT MAY BE ENCOUNTERED DURING INTERSECTION STATION NORTHING EASTING COMM POLE,TYP PORT GARDNER STRUCTION DUE TO NO RECORD OF THEIR EXISTENCE. FH6 362031.01 1301590.99 W1 14+98.88 = W2 10+00.00 361918.61 1301571.88 � � � EAST WATERWASHEETS C5.30-05.32 FOR WATER PROFILE Wi. FH7 362327.83 1301601.32W1 17+49.83 = W3 10+00.00 362169.41 301580.61 SHEET C5.32 FOR WATER PROFILE W2.SHEETS C5.33-05.34 FOR WATER PROFILE W3. FH8 362627.65 1301611.76 FH1 1 FH2 1 i FH3 FH4 1 SEE SHEET C5.35 FOR WATER PROFILE W4. W1 20+75.46 = W4 10+00.00 362494.84 301591.94 TD, TD2 1\4 SEE SHEET C5.35 FOR WATER PROFILE W5. FH9 362927.47 1301622.19 W1 27+80.87 = W5 10+00.00 363199.83 1301616.48 / 1 +% 6 18+59 SEE SHEET C5.36 FOR WATER PROFILE W6. �� _ `$ FH10 363177.32 1301630.89 W2 13+00.00 = W6 10+00.00 361929.05 1301272.06 W6 11 00 W. 12+ W6 13 W6 14+0 w6 oO W6 16+oO W6 17+ . ..... P - FH11 362167.67 1301890.73 W4 13+00.00 = W6 15+76.58 362505.28 1301292.12 oa I W2 13+00.00= W6 10+00.00 Wko 3+00.00 = W6 15+76.58 FH12 362467.49 1301901.17 W3 22+97.22 = W5 14+09.00 363185.60 1302025.23 FH13 362767.30 1301911.61 N Li EX PUD \0P EVERETT SHIP SUBSTATION \ FH14 363067.12 1301922.05 i 4 REPAIR DUN / C5.1 C5.9 _ FH 15 361382.02 1301593.91 (PORT OF EVERETT) (PORT OF h TD4 a + + E IT T RMIN L _ EVERETT) ♦- �� \ (PORT OF EVERETT) C5.13C5 10 - - - - - - - - - - -TD3 Css o W1 4+98.88 = WZ 1U+00.00 I Wi 1 9.8 = W3 10+00.00 [�-Wl 20+75.46 - W4 10+00.00 I 1 l , W1 16F 0 W1 17+00 W1 1 ....8!1 1 19+00 W1 20+00 W1 22+00 W1 23+00 W1 24+00 W1 25+00 W1 2 00 W1 27+00 1 $ a I/ �6 W1 5+00W1 6+00=W1 7 0 . 1 8+0 --W1 W 10+00-W1,11+ 0 W1 12+ W1.13+00 W1 14+00_ �1 ----� o .... . .... + P P C -P CP P C P CF P C P CP W1 2'+80.87 = W5 10+00.00 12" CITY FM, NIC Cityof tt A , --- r- 42" CITY FM NIC B 1 H \ `.', 1 FH \ 1 FH H9 1 FH 10 + \ oo -EVERETT Reviewed for rm 0/26/2027 \ 12" CITY FM, NIC TF 1 \ \ FUTURE MARITIME TENANT FH15 a 42" CITY FM, NIC X�xeN �o a iN EX WAREHOUSE WAREHOUSE TENANT pow �- BLDG LEASEHOLD \ \ FUTURE PUD SUBSTATION CITY OF EVERETT ST NDARD 1 FH12 13 1 FH14 1 WATER NOTES VOL. 1 5-2- 1 G d G d G d G d CITY OF Ex wARFPausE eLOc \ e.. t\ -F,- ,__� EVERETT PORT \ � ..........e...e. \�� ® ® _ GARDNER A. NO CONN CTION TO THE EXISTING MAINS WILL BE ALLL`0WED EXCEPT B MEAN AN APPROVED BACKFLOW PREVENTION DEVICE FH11 \ = W3 1 to_W3 16+000 W3 17��_w3 18+00 PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT of SATISFACTORY BACTERIOLOGICAL TEST RESULTS. is STORMWATER o W3 22+97.22=11Nl5 +09.00 ,�� 9 9 FACILITY B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S / W3 20+00 W3 21+00 W3 22 O EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. C. ALL WORK AND MATERIALS MUST CONFORM To CITY OF EVERETT STANDARDS. D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT _=_ -_--= --� 00 PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. -----_--_\\--__\_---- - _ IV` 3 X�X _ H E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO ---------- - -- 3 w CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24-HOUR BASIS. �ca1M ------� ---- ONAVE �- - F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS. WEST MARINE VIEW DRIVE(SR 529) G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND o " EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. 50' 150' CONSTRUCTION NOTES LEGEND scALE: 1"-100' CITY OF EVERETT STANDARD SEWER NOTES (V 0 L A , 6-3- 1 Oj FH ASSEMBLY PER COE STD DWG 507. -- PROPERTY LINE TRENCH DRAIN b FIRE HYDRANT CALL 48 HOURS A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. ----- LEASE LIMIT FENCE k LIGHT POLE BEFORE YOU DIG 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. ---- EASEMENT W EXISTING WATER DIAL 811 .10 m r� C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE VERT DATUM: NAVD 88 FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE W WATER _SS-SS EXISTING SEWER 13 CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONV TO MLLW - NAVD88+2.03 m CONSTRUCTION ON THE PROJECT. -SS SS- SEWER SD EXISTING STORMWATER HORZ DATUM: NAD 83/91 mD. 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. -SD STORMWATER `'- EXISTING FENCE W u< 0� W RN. W ENGINEER: SCALE: PORT OF EVERETT DWG. N0. r. ® 10/15/2021 NW REVISED PER CITY A, N. WATSON 1" = 80' PRE-CONSTRUCTION MEETING Q.� 'fig �� 8 08/26/2021 NW UPDATE STORM PER CITY "i�S6 at*�tj, J� DESIGNED BY: DATE: Port Of COMMENTS & ELEC BACKGROUND J. BECKER 05/07/2021 N 0 RT 0 N TERMINAL DEVELOPMENT GIP NO.1Tff H PER ADDENDUM 3 EVERETT 1-8-900-05 ® 07/09/202, Nw ADDENDUM , 1 DRAWN BY CHECKED BY M T C A 3 R D INTERIM ACTION V N _ 16015th Avenue,Suite 1300 A 06/21/2021 NW ISSUED FOR BID s�o a e K. EDWARDS, D. YU N. WATSON PROJECT o P.O. BOX 538tsitg� ~ ro Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW , • 'Y APPROVED BY: WATER AND SEWER NO. MT-NT-2o21-02.2 n> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 oA1L b 0 (425) 259-31 64 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION OVERALL PLAN SHEET NO. 67 OF 150 LL