2621 ROCKEFELLER AVE 2019 Plans 2022-12-01 (2)

Q Ui I 'POSED IF Igo PER COE STD PATCH M VEMENT P2 COE STD DWG 3261 4 1" VENT HOLE WHEN NOT CONNECTED TO I 2 Py' WATER I METER PER A .STD DWG 502 WITH A INSIDE BUILDING COE TD DWG 520 2 9y COPPER DOMESTIC LINE 4 99 DI FIRE LINE WITH DCDA INSIDE I° BUILDING PER COE )' STD D C 525 ' i 5 9 v 1 9 / \l PLANTER BOX (TYP.) I / I � 4 i r1 EX. R, X\N / 1 FLOATABLE MATERIAL C3,SEPARATOR GAS MAP NOT TO SCALE STDo DTL. 41.3 CAL RD DRAWING 4,03 NOTES 1. INSTALL LOCKING FRAME & GRATE PER STANDARD DRAWING 406. PROVIDE SOLID COVER PER STANDARD DRAWING 410 WHEN STRUCTURE WILL NOT RECEIVE SURFACE RUNIOFF. V XT TIT TA 11O 1-'IT T T°_Fl" 117 A 0 LYTXT rP,T 23 22 ---------------------------- f T/7Ti i 21 I/ Y ---------- _..-------_ E TYPE-1 L W1 SOLID LID c 1= LOATA LE MATERIAL SEPARATOR RIM: 1 alto 5 ± 1Em 104.00 (699 PVC IN, ) 6 IEa 104.00 (6" PVC OUT, E) ------------------------- EX. 6;9 SIDE SEVER � r r (TO REMAIN) If i(SIZING ANDCONIDITON TO BE r i VERIFIED AT CONSTRUCTION) --------------------------- 22 P 22 2222 VOL 2, 22 22 CASTIRON RING NOTES FINISHED & COVER GRADE PER STANDARD 1• ANY PLUMBING WITHIN THE BUILDING 'MUST DRAWING 604 COMPLY WITH THE CURRENT UNIFORM PLUMBING NEW CONSTRUCTION & RETROFIT: CODE AS AMENDED BY THE STATE OF WASH.. UPPER FLOOR PLUMBING SHOULD BE CONNECTED DOWNSTREAM OF BW VALVE 2. THE SIDE -SEWER OUTSIDE THE BUILDING MUST COMPLY WITH THE CITY'S DESIGN AND CLEAN -OUT PER STANDARD � CONSTRUCTION STANDARDS. DRAWING 604 REMOVABLE "CLEANa 3. OTHER METHODS FOR BACK -WATER PREVENTION CHECK" FLAPPER MUST BE APPROVED BY THE CITY. ASSEMBLY I 6"DIA. RISER PIPE AND CAP 4. PRIVATE MH ACCESS STRUCTURE MUST BE WATERTIGHT, CORROSION RESISTANT & SUITABLE I FOR UNDERGROUND BURIAL. COVER (MUST BE BASEMENT GASTIGHT LOAD -SUPPORTING AND REMOVABLE. RECOMMENDED STRUCTURE IS 30" DIA rl f 4" OR 6" GRAVITY REINFORCED CONCRETE PIPE (RCP) PLACED SEWER MAIN 4" OR 6" GRAVITY I SEWER IN VERTICAL ON CAST IN PLACE (CIP) CONCRETE BASE PROPERTY IN STREET BACKWATER VALVE SEWER OUT WITH BELL UP. PROVIDE MANHOLE (MH) FRAME OR ALLEY LINE .�-- AND COVER (STANDARD DRAWING 610 OR 611), BACKWATER VALVE HOUSE/BASEMENT BACKWATER VALVE ALTERNATE E "CLEAN -CHECK" INSTALLAMN CITY RECOMMENDS "CLEAN CHECK" BY RECTORSEAL WITH REMOVABLE INSERT/FLAPPER ASSEMBLY RETROFIT ONLY: UPPER FLOOR PLUMBING CONNECTED FINISHED UPSTREAM OF BW VALVE GRADE RING AND COVER PER STANDARD DRAWING BACKWATER (BW) VALVE: 610 OR 611 SEE PRIVATE MANHOLE ACCESS INSTALLATION DETAIL 30°° DIA RCP CLEAN -OUT PER n STANDARD DRAWING 604 f f o 3 z � 4" OR 6" GRAVITY 0 _ SEWER IN � I o f 4"/6" GRAVITY SEWER OUT BASEMENT �a CITY OF EVERETT 411-7r SEWER PROPERTY 4" TO 6" CAST IN PLACE PUBLIC WORKS DEPARTMENT o MAIN LINE CONCRETE BASE BACKWATER ,t. �a "•„e RYAN WIWLLM WRB "o s 4 h IN STREET VALVE SASS DAVID�VOIGT PAUL TIT.®4 ®3 20; OR ALLEY VALVE T)CaN TO ��°� °�"�"� BACKWATER VALVE OUTSNDE HOUSE PRIVATE MANHOLE ACCESS MSTALLA�iB��9 RY SEWER 622 INSIDE &AOUTSIDE INSTALLATIONS _— — D A ,�-T,-YT7 A I-17T) Y 7 A T 1 TO' Ti VIP A TT �-' A.91 A lk—A 11 17 1 A -1 .L_WA IL Y 1 1.4-1 V, is . A 1 A.&J—w � . ® NOT TO SCALE STD. DTL. 622 1. ALL WORK AND MATERIALS SHALL CONFORM/ TO CITY OF EVEREiT STANDARDS AND%OR WSDOTJAPWA STANDARD SPECIFICATIONS AS APPLICABLE. 2. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND ACCEPTED BY THE CITE 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 WORDS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON T14E PROJECT 4. ALL STORM' DRAIN WORT{ MUST BE STAYED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. 5. ROOF DRAIN SHALL BE CONNECTED TO EXISTING COMBINED STORM & SEWER SYSTEM THROUGH FLOATABLE MATERIAL SEPARATOR AS SHOWN ON PLAN. 6. INSTALL 84CKWATER VALVE PER COE DWG 622 PRIOR TO SEWER (VAIN. S ffl7 ) o,TES, 1. CONTRACTOR SHALL PROTECT THE SEWER MAIN THROUGHOUT CONSTRUCTION. CifY OF EVERETT REVIEWED FOR PERMIT �'1� MOW - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.