2923 COLBY AVE 2024-10-24 - Laserfiche WebLink

° I SE 1/4,SEC. 19, T.29 N.,R.05E., W.M. Hewitt Ave i 4 4 SNOHOMISH COUNTY, WASHINGTON ° > 4 44 a 0 U 4 4 I a 4 4 I - 4 EX.WATER METER N 4 ° 47771111111 SCALE: 1"= 10' VICINITYMAP s LE r-z000 ° S 4 10 5 0 10 20 ° EX.BUILDING 777771 2923 COLBY AVE a LEGEND 3" 3"D T yy ° / EXISTING MONUMENT DL F.H. 3 TAPPING TEE(FL) (C) CALCULATED DATA 0 6 QE5o ° (P) PLAT DATA 4 �z (M) MEASURED DATA ® WATER METER OE WATER DETO LIVE MAKE ALL Q EX.FIRE HYDRANT CONNECTIONS TO L ER WATER MAINS UNDER EX.LIG 7 POLE - FIRE DEPARTMENT CONNECTION AND BE UTILITY PERMIT.UTILITY PERMIT WILL POST INDICATOR VALVE TO BE WATER VALVE °. ,u BE BASED ON A COST ESTIMATE PREPARED BY MOUNTED TO THE BUILDING GAS VALVE THE WATER DEPARTMENT AND PAID FOR BY THE 4 DQ OWNER/CONTRACTOR. © POWER VAULT a 2 PATCH ° DCDA PER COE STND.515 1 O UITY POLE TIL 4FI PAVEMENT (UNLESS OTHERWISE FI UTILITY ANCHOR ALLOWED IN THE ❑ TELEPHONE RISER SPRINKLER ROOM) LIGHT POLE ° Q BLOW OFF 4 MAIL BOX m JUNCTION BOX ; WJZ STREET SIGN IS Irn STREET LIGHT 4 4 4 � EX.CB,TYPE 7 Q ° —0 SAN SWR.MANHOLE FSAN.SWR.PIPELINE WATER PIPELINE —-XXX-—-EX.CONTOUR EX.PROPERTY LINE 4° I CENTERLINE XX PROPOSED CONTOUR 41 PROPOSED �PROPOSED STORM DRAINAGE 4 --------- PROPOSED SEWER ♦�♦ PROPOSED SEWER FORCE MAIN Q O ffi PROPOSED WATER MAIN w/FlRE HYDRANT V "NO PARKING"SIGN ENGINEER INSIGHT ENGINEERNG 0011 P.O.BOX 1478 EVERETT,WA 98206 _ PARTS NOTES NOTES CONTACT:BRIAN R.KAIAB,RE. NIRTEA ApoLL Ol. OST INwCAroR VALVE(PTV)P=D REOwnN TAMPERlO HRE ALARM PANEL 1 TEEAND GATEVNVE REMB UJONMAIN. FINALl01NTMUST PH:(425)303-9363 10.^X10.'11&^ AND WITH STENCILED ADDRESS NMI FIE 2'HIOHTE%TI. BEY.WCLR 1. ALLTRENCHES IN ROADWAY AREAS SHALL BE EMAIL:INFOOINSIGHTENGINEERING.NET CONC Bl00f Z. K�NGLOVEO BACKFLOW PREVENTIECIRS ARE ON E%IS CRETE MEE TO MATCH EXISTING CT'KFIRUNDANENGINERGPANTEDTO COTHPORARY 2. DUCTILE IRON PIPE(SIZED AS REQUIRED)CLA U. DEVICE. TING ASPHALT ASPHALT ATTHE END OF EACH WORK DAY,UNIFSS IT 3. SCHEDULE%OGALV.STEELWRAPPEDW/6MILPUSTRE. 3. ASSEMWBL1 EoUDONµIDERELETRTIRAGT°I°N CO CRETE TEITH•'CANNFSS NTEOTOOOOTHERWISEBYTHE CONTACT CIATT 11 11 TEE FL X FL INSTAANNUALLY BY OWNER. CONCRETEFEB. AM CLAW 2812 ARCHITECTURE �s. SWING CHECK VALVE W/BALL DRIP ASSEMBLY. 4. ALL TESTCacE MUST HAVE BRASS PLUGS. NG CONCRETE 2 E PH: ARC 252-2153 FIREDEPARTMENTCONNERION LFDC),BRASS.PROVIDE KNOX LOCKING CAPS.) 5. ROUND MANHOLE LIDSARE NOT TO BE USED. COMPLETIONOFAWORKWITHINBOADWAYARFA. POSEDGALVANIZFD STEEL PIPE TO BE PANTED RED.STENCILADDRESS(WH TE —B B Z'HIGH TEXT)ON PANTED PIPE. INSIDE DEPTH IS TO BE KEPT ATA� �UM 6MATCH EXST NG THICK ESS° 3. CEMENT CONCRETEFOR PATCHING SHALL BE PT A A}A nPRGT)CT OT. ALL PIPE TXROUGN VAULT WALL SXALL Bf CORE DRILLED AHD RAVE A'UNKSFAL' & 6 MIN CRUSHED SURFACING TOP COURSE COMMENCIAL MI%0.S GLLEOOUTIN IW LtiNA YED TO (OR AP PROVED EQUAL). AND AT APPIROVED BYCT'OF EVERETT STANDARDEPECIFICATIONS. BEFUER IG DR.,VALVEWTTHTAMPER SWITCH TO ALARM PANEL OR CHAIN AND PADLOCK. UTILITIESDEPARTMENT. SEE STANDARD DRAWING 616 9. 1- .IADDERWITHPULL-UPLADDEREXTENSIONTOBE BOLTED To VAULT METER REAAD WITH ACCESS SUCH OPEHAT IT LoonAxorovauLT wuV�VF0B EDSUCH THAT uoDER IS D6REULYABOYE BE ENTERING TIHEVAVOPEN EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE EV MFEDGE OF ACCESSOPENING FOR EASE OF ACCESS. AN PUBLIC SERVICES DATE A TAMPER A 1D UL-FM USTED SOFFSEATED WASTATE APPROVED DOUBLE CHECK DETECTOR 8. ALL DIMENSIONS ARE MINIMUM CLEARANCE. PUBLIC WORKS SWRCN IF VALEATSEMBVINCLUMNG2-0.S.&YRESIUEESFATEDGATFVALVES.TEST 9. ALL BACKFLOW DEVICES WILL BE INSTALUO COC%3/4'BRAS SORC°PPERBYPASSWMINLINEVALVES,S/8'%34• INA DEPARTMENT NEENNEMfTER W/E{ODER R900ICU FT W/STUBANTENNA&ASY4'DOUBLE VULT WTSIDETHESILNDINGUNLESS FBTNSAAL I°ILNET MUST UTILITIES DRAINAGE CHECK VA LVE ASSEMBIv. OTHEawRE APPaWEO BY UnlmES A PUBLIC WORKS PERMI715 REQUIRED PRIOR SUPERINTENDENT. FTEH3'MBN) PLAN ]1 STATEAPPROVED DOUBLE CHECK DETECTOR ASSEMBLY. EXISTING ASPHALT TO STARTING ANY CONSTRUCTION ON THIS 10.FIRE SERVIRE PIPINGS FROM MAIN TO CONCRETE 1 THI°LERTHAx PREWOUSLY EXISTED CITY ENGINEER PROJECT APPROVAL FOR THIS PROJECT IS Q RfG(RETRAwfo FuxGE couvuxG AOArtER). BUILDING SHALL BE RETRMNED. CONDITIONAL PER CURRENT STANDARDS AND RAISEDtRY. 0 LETTERS13 CUTABLE PAOLOCX WITH KEY IN KAON BOX. ll.PROVISIONS FOR DRAINAGE OF THE VAULT EXPIRES______ -AU TOSPER THALLBEINTHE FOLLOWING ORDER OF F—/SPRINKLER' NCH IF OU-1/2-FEMALE FIRE DEPT PRECEDENCE S Inlry 6"MINCRLSHEDSUNFACING 1pUIRED $ INL COxNECDONBRASS(NOT A)VAULTOMINTO WYLIGxT TOP COURSE PERMIT F R N TR TI N N I PANTED)"AUTOSPRINKUR' BI VAULTDRAIN TO STORM DRAIN SYSTEM TAMPER _ (IFPRACDCAL) SEESTANDARDORAWINGEN ENCILED 1&•%1&•X8" SCHEDULE YD GALVANIZED STEEL C)IF NO)POSSIBLE MEANS OF GRAVITY°RAN, ADDCONC BLOCK ED STENCILED ADDRESS STALL SUMP PUMP CE STREET PAINTED WARE CE SIREFT 1 EXISTING ASPHALT CONCRETE OVER PREPARED GRADE ---- Z LOGTEMUSTIREIN NOUMVXAFDCOA SCHEDULE VAULT,MUSE BE IN MINIMUM 4'M'VAULT. �^ GALVANNEDSTEEL l3.PIV LOCATION MUST BE DOWNSTREAM OF WRAPFEE WITH 6 ICDA AND UPSTREAM OF FOC. MUST Im MIL PUSnt M.NEW DO MUST BE LOOTED WDRIN 75'OF A 4 BESAWcur FIRE D1111 FOR ANEXImxG xISTINGCE EE EHB7MIx) INSIGHT ENGINEERING CO. AUILDING BEING RETROFITFORSPRINKIERS) COHCREFE 1 THICKERTHAN PRENOUSLY EXISTED NEW FIRE HYDRANT INSTALIAEON MAY BE PAVEMENTBNEEDED TO MEET GOOF REpVIREMENi P.O.BOX-1478 EVERETT,WA 98206 TYPICALWHEN FIRE BOOM IS Mo E THAN 7TFROM MAIN (425)303-9363 (425)303-9362 FAX IMUM AND I2'MAXIMUM EVERETTR PUELICWOMS •Mlxcaus suNFAaNG CITY OF EVERETT INFO@INSIGHTENGINEERING.NET EEN VAULT FLOOR AND BOTTOM WASHINGTON DEPARTMENT 6'MIN TOP COURSEHED PUBLIC WORKS DEPARTMENT SSEMBLY.WHERE ELEVATION OF �, sEE sraxoaR00RAwING 61a +'_^ w"7z67zoTT SITE ADDRESS: 2923 COLBY AVE rosmvEVAUNTDRAIN VA%TFLOORBT7MUo'T ODRAINTooaruGE D ORSTORMOR CRA),MGSTHAVEBFLOOB DOUBLE CHECK DETECTOR EXISTING CEMENT CONCRETE OVER PREPARED GRADE EVEREl,WA 98201 1, DCOVA ELEVATIONA-A OPFNINGfOR DRAINAGE(APPROVED BV1Nf dTY FDC ELEVATION B-B VALVE ASSEMBLY W/FDC&PIV I. PAVEMENT PATCHING DETAILS 326 Know WI1BI5 beIOW. ENGINEFRONAGTE BY CATS BASK ONLY). (DCDA12'yIARGFRSERVICE 515 TAX ACCOUNT NO.'S: 00644968300900 Call bB1OIE you d19. REV.N0, DESCRIPTION INITIALS DATE VTILITPCONELICTNOM (:T)DOUBLE CHECK DETECTOR VAL VE ASSEMBLY W/FDC&PIV DETAIL 1 PAVEMENT PATCHING DETAIL F1 NOT TO SCALE STD.DTL.515 \ F�NOT TO SCALE STD.DTL 326 R CAUTION.' Q of N^sq y SE 114,SEC.19,T.29 N.,R.05 E.,W.M THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION 'tib@ V�c� DIMENSION,AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE _ IRISHMEN PUB PLANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL P] r � 9 h AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.THIS SHALL INCLUDE CALLING UTILITY LOCATE®2-800-424-5555 POTHOLING ALL OF THE EXISTING � DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY 6` 36499 ti� 221221-PRELIM.DWC JTK 08-25-2022 1"=10' 22-1222 WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN FS CIS T>3�G� ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND SIONAL SHEET ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR CONSULT WITH NO COMPANY PROBLEMS PRIORTO PROCEEDING WITHCONSTRUCTION, IRISffMEN P UB RESOLVE ALL 08/30/2022 FIRE LINE CONNECTION F1