2611 ROCKEFELLER AVE 2024-03-27 - Laserfiche WebLink

SW 1/4,SEC.20, T.29 N.,R.05 E., W.M. ---- IOH1 __0 �,�VA3HI X xF--------------------------- °a /T/7/7T/T/� WOOD FENCE I r EX. WM a \ (TBR. SERVICE TO BE HOUSE /J CAPPED AT MAIN BY CITY / #2609 5 /I `\ x 26 a a OF EVERETT CREW AT ° `\ DEVELOPER'S EXPENSE PER \ COST ESTIMATE.) (TYP.) ` N 89°59'54 W 120.01' FIRE I DEPARTMENT a // I CONNECTION PER / COE STD DWG 515 / / F77 HOUSE /BLOCK WALL SCALE: 1"= 10' 2" WATER METER PER 40' / #2611 OCK TRENCH & FRENCH DRAIN / a° 114' T.O.W., 111' B.O.W. COE STD DWG 502 WITH E . R/W ° / 6" CEDAR FENCE (TBR) TRAPPED AREA IF NEEDED x 25 0 5 0 0 20 DCVA INSIDE BUILDING-- . . PER COE S DWG 520 . . . . . . . . . . . . . . . . . . D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a ;::: DECK / STORMDRAINAGENOTES.• --------1-- --DECK----- EC - ___________________________ d Q ° 2 COPPER I ° 7 1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS U 77 /777 DOMESTIC LINE / ° 1 } O AND/OR WSDOT/APWA STANDARD SPECIFICATIONS AS APPLICABLE. W _w—_, - 1� ° 2. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT W� \ PAVEMEk PATCHING _ / ; LL CN USE UNTIL IT HAS BEEN TESTED,INSPECTED,AND ACCEPTED BY THE �' � \PER COE STD. DWG 326 / : // I = U U / • • * 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM LZ z (TYP.)/ - ° ° --�EE] I TB O LL 2/I AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE.THE CONTRACTOR O° U / `j- SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID 9U - E,n T R 30 UNI (TBR) Q') DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN.IF CONFLICTS WITH EXISTING U 4 DI FIRE LINE WITH ° /•.• T O UTILITIES ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE ZZ l DCDA INSIDE BUILDING I44 O PUBLICTHE WORCITYKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED ° PER BOE STD DWG 523 E E V-A ON HE PROJECT.INEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION 4 / TBR DECK 4. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE EX. WM \ ° \\ __ _ _ __________________________- PRIOR TO STARTING CONSTRUCTION. 5, ROOF DRAIN SHALL BE CONNECTED TO EXISTING COMBINED STORM&SEWER LC) \ \ ALLEY SYSTEM THROUGH FLOATABLE MATERIAL SEPARATOR AS SHOWN ON PLAN. \ / PLANTER - LC) 1 6. INSTALL BACKWATER VALVE PER COE DWG 622 PRIOR TO SEWER MAIN o T °a o / BOX (TYP. ° a- w+ +o S- I E CLASED IDA T w z. oT 1 PARKING RAGE 3 ° - _ -40 I / 7 VOL.V 3 ��. 32 la nJ r c" nvn rr@ nor ulnJ SEWER NOTES.' ° � ID T o 1. CONTRACTOR SHALL PROTECT THE SEWER MAIN THROUGHOUT CONSTRUCTION. ° * OSE DECK 2617 / DEK WATERNOTES. -------------------- -•-• 1. TAPS TO THE WATER MAIN TO BE MADE BY CITY OF EVERETT PUBLIC WORKS. SSCO RIM=109.4J (AB ` IE 6" PVC=105.3J (AB LT I� I TO BESSMH# SADDLE TAPPED TO EX. LINE -: ( ) C1 ��1 DECK DECK / a ::.:_::LL:..: .". .". .",�. .,. .". .".".". . .",: : : i • • • ' • • • • ' • • VAULT Qim . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX. 3/4' WM (TO BE : : : : : : : : : : : : : : : : : : : : : : : : : : : ' : : . . . . . 9°�954• _W• 120.01 '- USED FOR IRRIGATION) o BLOCK WALL =_-- (TBR. DISCONNECT ALL ° --- 114' TO.W., 111' B.O.W.-- --- _------ ------ -4-A--- - -- - - -- - -a Q RIM=109.21 (AB) ° ° BLOCK WALL I IE 8" PVC (N&S)=95.68 (AB) WATER LINES AT THE o DkCK DECK CK PROPERTY LINES AT THE 114' T.O.W., PER 19.40.010 3 FRENCH IE 6" PVC (W)=104.31 (INSIDE DROP) (AB) WATER METER PRIOR TO 111' B.O.W. 6' CEDAR FENCE \ I IE 6" PVC (W)=95.81 (INSIDE DROP) (AB) / DEMO.) (TYP.) DRAIN IN CRAPPED AREA b 10 IF NEEDED `\ I V 21 4 ° NOTES CAST IRON RING NOTES UTILI7YC01VFLIC7N0TE.• Know what's below. /� �//+ 0811 before you dig. NO CO HOLE WHEN 1.INSTAL LG40.LOCKING FRAME&LID GRATE COVER STANDARD FINISHED &COVER 1. ANVPWMBINGWITHINTHEBUILDING MUST I.A& ION' DRAWING406.WIPROVIDE 410WHI(AVER PER PER STANDARD NOT CONNECTED TO STANDARD DRAWING 410 WHEN STRUCTURE WILL DMWING S. COMPLY WITH AMENDECURRENSTATE OR WASH.. LNG THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, COMBINED SEWER NEW CONSTRUCTION&RETROFIT: CODE PS AMENDED BY THE STATE OF WASH.. \��\///\ NOT RECEIVE SURFACE RUNOFF. UPPERFLOORPL DOWNSTREAM MOF BW DIMENSION,AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON HTHESE ORIZONTAL 6"ORS"PVL �\/\\// CONNECTED DOWNSTREAM OF BW VALVE 2. THE SIDESEWER OUTSIDE THE BUILDING MUST PUNS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL FACTORVTEE .� �\ �`\ AND VERTICAL LOCATION PRIOR 70 CONSTRUCTION.THIS SHALL INCLUDE \ /` COMPLY WITH THE CITY'S DESIGN AND CLEAN-OUT PER STANDARD CONST RUCTION STANDARDS. CALLING UTILITY LOCATE®1-800-424-5555 POTHOLING ALL OF THE EXISTING 24• DRAWING 604 UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY REMOVABLE CLEAN 3. OTHER METHODS FOR BACK-WATER PREVENTION WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN CHECK"FLAPPER MUST BE APPROVED BY THE CITY. ON THESE PUNS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND 6"OR8"WC VCUG ASSEMBLY 6"DIA.RISER ARE SUBJECT TO VARIATION IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR PIPEANDCAP 4. PRIVATE MHACCESSSTRUCTUREMUSTBE SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY 70 RESOLVE ALL WATERTIGHT,CORROSIONRESISTANT&SUITABLE PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. FORD NDERGROUND BURIAL.COVER MUST BE —EVENT GASTIGHT LOAD SUPPORTING AND REMOVABLE. 29" VOR 6"GRAVITY RECOMMENDED STRUCTURE 1530"DIA RE INFORCEDCONCRETEPIRE III P)PIACED MA)( SEWER MAIN A"OR 6"GRAVITV SEWER IN VERTICAL ON CAST IN PIACE(CIP)CONCRETE BASE INSTREETALLEY PROPERTY SEWER OUT tr WITH BELL UP.PROVIDE MANHOLE IMHORAME ORRTREET LINE BACKWATER VALVE AND COVER(STANDARD DRAWING(Mid) OR AME BACKWATER VALVE INSIDE HOUSE/BASEMENT BACKWATER VALVE ALTERNATE"CLEAN-CHECK"INSTALLATION FLOW FLOW CITY RECOMMENDS"CLEAN CHECK"BV RE—RSEAL WITH REMOVABLE INSERT/FLAPPER ASSEMBLY mp 0 RETROFIT ONLY: ADAPTOR OR PIPE JOINT UPPER FLOOR PLUMBING CONNECTED FINISHED INSIGHT ENGINEERING CO. UPSTREAM OF BW VALVE GRADE RING AND COVER PER e STANDARDDRAWING 6"OR 8"PVC PIPE BACKWATER(BW)VALVE: 610 OR 611 P.O.BOX-1478 SAND COLLAR O0.COR-N-SEALTYPICAL SEE PRIVATE MANHOLE ACCESS EVERETT,WA 98206 NSTALXRON DETAIL (425)303-9363 (425)303-9362 FAX 30"DIA RCP INFO@INSIGHTENGINEERING.NET 6"O1 8"PVC PIPE AS REQUIRED CLEANPER RS STANDARDARD SITE ADDRESS: 2611,2613,2617 _ DRAWING 604 ROCKEFELLER AVE. CATCH BASIN TYPE 2-487,SEE STANDARD DRAWING 405 EVERETT,WA 98201 4"OR WGRAVITY REV.NO. DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: 00439161000600,00439161000700, / EWER IN 0043916700080Q 4"/6"GRAVITY e SEWER OUT BPSEVENT R k 32° e CITY OF EVERETT ti w°F W�Hr��C SW 1/4,SEC.20,T 29 N„R.05 E.,W,M. a fi SEWER PROPERTY 4"T06"CAST IN PLACE PUBLIC WORKS DEPARTMENT F 1� v ROCKEFELLER SQUARE-PHASE2 CITY OF EVERETT MAIN NE ONCRETEBAE BACKWATER RaGus wvio :wtixxE Manx -" INSTREET VALVE 04 03 201) PUBLIC WORKS DEPARTMENT �m OR ALLEY BACKWATER VALVE CON NECTION TO " DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: _ g BACKWATER VALVE OUTSIDE HOUSE PRIVATE MANHOLE ACCESS INSTALLATION ER V,ALRYBEWER A 36499 ] FLOATABLEMATERIAL `E �"" "'� joTjzov 622 c aw 2o1oa6-Ae.Owc DNK 2 09 2o2a 1'=10' 20-1086 FLOATABLE MATERIAL - I.a ws1DE&oUT51DE 1NSTALIAnoNs �SStoNat °� SHEET C3.0 SEPARATOR cZ GAS TRAP SEPARATOR&GAS TRAP 413 AS-BUILT 3 0 NOT TO SCALE STD.DTL.413 FOR 6"ORB"LINES 2 BACKWATER VALVE DETAIL 10/10/2023 UTILTTYPLAN 1.n C3.0 NOT TO SCALE STD.DTL.622