1410 SEINER DR FISHERMAN JACKS 2025-08-21

BUILDING AND ZURN Z880 OR BUILDING, SEE FOUNDATION, SEE APPROVED EQUAL ARCHITECTURAL ARCHITECTURAL LRIM TO MATCH FINISHED GRADE, SEE C2.01 ROOF LEADER, CONCRETE — MIN, TYP1% SLOPE SEE ARCHITECTURAL SIDEWALK ♦ SECTION PVC DIAMETER VARIES °a SQUARE TO CIRCULAR ROOF DRAIN ADAPTOR (2) #4 REBAR a a 45' ELBOWS TEE 8"0 ROOF a DRAIN Q a ROOF DRAIN CONNECTION DETAIL SCALE: 1 1/2" = 1'—O" ------------------------------------------------------------------------------ A TRENCH DRAIN SCALE: 6" = 1'—O" SANITARY SEWER NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. 2. 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. 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT—OF—WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. STORM DRAINAGE NOTES: 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT—OF—WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT WATER SYSTEM NOTES: 1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS. 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S 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. 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. 4. A PRE —CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND NON —POTABLE CONVEYANCE SYSTEMS. 7. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. J 3 0 o 1n F w (n SUITABLE BASE Port_ of EVERETT P.O. BOX 538 EVERETT, WA 98206 (425) 259-3164 1736F—rhAvem,S. Slit,A © ® m Sea&, Wash-g..98134 P 206.624.1387 ENGINEERS, INC. www.pvdcngi�ccts.�om 01 QQ 0/20/21 ]/27/21 JBK JBK PUBLIC WORKS REVISION 100% ISSUED FOR BID PND ENGINEERS, INC. Is NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM To STANDARDS of INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL P ROYV L FROR THAD. WOULWINGS D R CONSTITUTE NOT E ALTTOENTE USED IN DIRECTLY OR INDIRECTLY PND. BIR ,S�v-o�gN <E ' i P vF 2769 0o g`" �SSlo, ALlE��\ 10/-_O� PROJECT ENGINEER: J. KEISER SCALE: NOTED PORT OF EVERETT DWG. NO. C3"02 DESIGNED av: C. WIEST DATE- JULY 2021 WPC FISHERMAN'S HARBOR COMMERCIAL DEVELOPMENT PARCEL A8 UTILITY DETAILS CIP NO. 5-0-012—01, 6-8-009-01 DRAWN BY: G. DEAN CHECKED By C. CASTONA PROJECT NO. PD—WP-2021-04 APPROVED BY: NO. DATE BY REVISION SHEET N0. 21 OF 93