1710 W MARINE VIEW DR 2024-01-03

1'1 D 0 D B E Ark Ss ss $s ss ss ss ss ss ss ss ss ss ss ss o m 1 3 3 3 3 3 3 3 3"'F F F F E E E E rn w w w w w w w 0 1 4.1 1 F F �F A 1 :-�2 O m W a / F TRANSFORMER D / E rr SEE PLUMBING O FOR CONTIMUATION, TYP. a a INVERT: 15.84' ss ss ss ss v 3 / 2' COPPER a TENANT 1 SEE PLUMBING FOR CONTINUATION w w w w w� L� DS GAS STUB UP 3 4 TO METER, B j< SEE PLUMBING a 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. 2 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 49 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. 1 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 FIRE SYSTEM SHEET NOTES INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. Oj ELBOW, DI, THRUST BLOCKING 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 O2 TEE, DI, THRUST BLOCKING WETLAND.' CHOOSE APPROPRIATE FEATURE FOR THE PROJECT WATER SYSTEM NOTES O3 CAP, RESTRAINED 1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR SEWER SYSTEM SHEET NOTES 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 OA 2-WAY CLEANOUT, SEE PLUMBING 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. OB CLEANOUT PER COE STD 604 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. O DOUBLE WYE FITTING, 6'x6'x6'x6' 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. OD WYE FITTING, 6'x6'x6' 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, OE TEE, 6'x6'x6' SHALL BE ACCESSIBLE AT ALL TIMES. DRAWING IS NOT 22'x34' SCALE ACCORDINGLY. OF 22.5' ELBOW 6'x6' ss ss — DS CAP 1' FROM FOUNDATION E E �- DS INVERT: 15.84' STUB WATER TO BUILDING DS TENANT 2 D B PLAN SCALE IN FEET 5 0 5 10 ROOF DRAIN SERVICE NOTES Ot DOUBLE WYE 4'x4'x4' O2 WYE 4'x4'x4' O3 TEE 4'x4'x4' O4 45' ELBOW 4'x4' INVERT: 15.75' —F FIRE SERVICE W POTABLE WATER SD— STORM DRAIN —G GAS SERVICE RD ROOF DRAIN —E ELECTRICAL CONDUIT, SEE SE SERIES SHEETS. Wff— VENT PIPING NOT SHOWN, SEE PLUMBING. Port o, f PAL 90x 513i3s �TT� 9= (425) M-3164 3240EasdakeAvenueE ® I ® I m Scacde, Wuhington 98102 P.206.621.1397 ENGINEERS, INC. w w.pndengmem.corn ®3/31�2 JBK 100% ISSUED FOR PERMIT PND ENGINEERS, INC. IS NO- RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDI,RES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL CR NOT CAL'_ED OUT, -HE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PRCJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IY ANY MANNER THAT WOULD CONSTITLT= A DETRIMENT DIRECTLY OR INDIRECTLY TO PND. E °` .�`t � s, a to ?� Ff ° s i a' �� `r/0 AIL E� PROJECT ENGINEER: J. KEISER SCALE: NOTED PORT OF EVERETT DWG• NO. CQ.�4 C3 DESIGNED BY W. THOMPSON DATE: MARCH 2O22 PORT G A R D N E R LA N D I N G BUILDING UTILITY PLAN DETAIL AND NOTES CIP NO. - 6-8-025 01 G. DEAN CHECKED BV: C. CASTONA PROJECT NO. PD-SM-2021-07 APPROVED Bv: SHEET No. 26 OF 97 No. 0A-E BY REVISION