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 777771 SCALE: 1"= 10' VICINITYMAP s LE r-zo ° S 4 m 5 0 10 20 ° EX.BUILDING 4"DI 2923 COLBY AVE. a LEGEND 3" 3"DI yy ° 5o T EXISTING MONUMENT (C) CALCULATED DATA DL F.H. 4"TAPPING TEE(FL) ° (P) PLAT DATA 0 6 (M) MEASURED DATA 4 Z HE 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 ISASED 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 UTILITY POLE 4 FI PAVEMENT (UNLESS OTHERWISE FI UTILI ANCHOR ALLOWED IN THE ❑ TELEPHONE RISER SPRINKLER ROOM) LIGHT POLE ° Q BLOW OFF 4 MAIL BOX m JUNCTION BOX � WJZ STREET SIGN • `� STREET LIGHT 4 ° 4 � EX.CB,TYPE 7 SAN SWR.MANHOLE SAN.SWR.PIPELINE WATER PIPELINE —-XXX-—-EX.CONTOUR EX,PROPERTY LINE 4° I CENTERLINE XX PROPOSED CONTOUR �° �PROPOSED STORM DRAINAGE 4 --------- PROPOSED SEWER ♦�♦ PROPOSED SEWER FORCE MAIN Q O ffi PROPOSED WATER MAIN w/FlRE HYDRANT V "NO PARKING"SIGN ENGINEER 060ff ENGINEERING 0011 P.O.BOX 1478 EVERETT,WA 98206 _ PARTS NOTES NOTES CONTACT:BRIAN R.KAIAB,RE. xIRTEA ApoLL O DST INwCATON VALVE(PIY)P(M.BEDwnN TAMPENIO HRE ALARM PANEL 1 THE AND GATEVNVE RECULA ED°NMAIN. FINALl01NTMUST PH:(425)303-9363 18^X18'118^ AND WITH STENCILED ADDRESS NMITE,E'HIGHTE%TI. BEY.WCLR 1. ALLTRENCHES IN ROADWAY AREAS SHALL BE EMAIL:INFOOINSIGHTENGINEERING.NET CONC Bl00f Z. KAPNGLOVEO BACKFLOW PREVENTINOT N E%IS CRETE MENr TO MATCH EXISTING CT'KFIRUNDANENGINERGPANTEDTO DOTHPORARY 2. DUCTILE IRON PIPE(SIZED AS REQUIRED)CLA5552. DEVI09. TING ASPHALT ASPHALT ATTHE END OF EACH WORK DAY,UNIFSS IT 3. SCHEDULE%OGALV.STEELWFUPPEDW/6MILPUSTIC. 3. ASSEMWBL1 EoUµl°ERELETRTIRAGT°I°N CO CRETE TEITH•'CABNFSS NTEOTOOOOTHERWISEBYTHE CONTACT CIATT SZ OI TFE FL X FL INSTNANNUALLY BY OWNER. CONCRETEFEB. AM CLAW 2812 ARCHITECTURE �s. SWING CHEM VALVE W/BALL NIP ASSEMBLY. 4. ALL TEST CGOES MUST HAVE BRASS PLUGS. NG CONCRETE a E PH: ARC 252-2153 FIREDEPARTMENTCONNERION(FEC),BRASS.PROVIDE KNOX LOCKING CAPS.) 5. ROUND MANHOLE LIDSARE NOT TO BE USED. COMPLETIONOFAWORKWITHIN0.0ADWAYARFA. POSEDGALVANIZED STEEL PIPE TO BE PANTED RED.STENCILADDRESS(WH TE —B B Z'HIGH TEXT)ON PANTED PIPE. INSIDE DEPTH IS TO BE KEPT AT A� SUM 6MATCH EXST NG THICKNESS° 3. CEMENT CONCRETEFORPATCHING SHALL BE PT AA}AETPRGT)CT O ALL PIPf TXROUGN VAULT WALL SMALL Bf CORE DRILLED AND RAVE A'UNKSEAL' B 6 MIN CRUSHED SURFACING TOP COURSE COMMENCIAL MI%0.3 GLLEOOUTIN IW LtiNA YED TO (OR APPROVED EQUAL). ANO/OR AT APPIROVFD BYCT'OF EVERETT STANDARDEPECIFICATIONS. WIUER CIS&Y YAUWSWNH TAMPER SWITCH TO ALARM PANEL OR CHAIN AND PADUCM. T UTILITIES DEPARTMENT. SEE STANDARD DRAWING 616 9 1AEAV/.LADDER WIFHPULL-UPLADDEREXTENSIONTOBEBOLTED TO VAULT METER gHAAUL BIEMSTAL.D SUCH THAT IT LOORANOTD VAULT _�MOUMEDSUCH THATupO6ars ORFRLYABOVE BE RE T ENT ACCESSNHATCH OPEN EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE EV MFEWEOF AC(ISSOPENING FOR fASF OFACCESS. AND PUBLIC SERVICES DATE A TAMPER A 10 UL-FM USTED SOFFSEATED WASTATE APPROVED DOUBLE CHECK DETECTOR B. ALL DIMENSIONS ARE MINIMUM CLEARANCE. PUBLIC WORKS BWITORIF VALVE ASSEMBLY INCLUDING 11,141 RESIUENTSEATEDGATF VALVES,TEST 9. ALLBACKFLOW DEVICES WILLBEINSTALUO REQUIRED DOEM 3/4'BRASS OR COPPER BWU6WOH INLINE VALVES,S/B"%34' INA DEPARTMENT NFPNNEMETERW/E{ODER RBODLCUFTW/STUBANTENNA&A3%"DOUBLE V ULT WTSIDETHEBUILDNGUNLESS FBTNSAAL IOILNTIT MUST UTILITIES DRAINAGE CHECK VALVE ASSEMBLY. OTHERWISE APPROVED BY UTILITIES A PUBLIC WORKS PERMIT 15 REQUIRED PRIOR SUPERINTENOENi. PATCH TO MIN) PLAN ]1 STAFF APPROVED FILANECOU UNTECTORATSEMBLY. E%BYTHE ASPHALT ITO STARTING ANY CONSTRUCTION ON THIS W.FIRE BUILDING ILL BINGSE STIM ED.To CONCRETE 1 FUCKER THAN PREVIOUSLY EXISTED CITY ENGINEER PROJECT APPROVAL FOR THIS PROJECT IS Q RFG(RESTRAw60 FuxGE cpuvuNG ADArtER). BURDIxG SHAD BE RESTRAINED. CONDITIONAL PER CURRENT STANDARDS AND 9L' 3 0 13 CUTABLE PADLOCK WITH KEY IN KAON BOX. ll.PROVISIONS FOR DRAINAGE OF THE VAULT EXPIRES______ TM3PER THALLBEINTHE FOLLOWING ORDER OF F—/ SWOCH IF OU-1/Z'FEMALE FIRE DEPT PRECEDENCE S Inlry 6'MINCRLSHEDSUNFACING lRECURRED $ INLET MxNECDONBRASS(NOT A"AULT=TO WVLIGxT TOP COURSE PERMIT F R N TR TI N N I PANTED)"AUTOSPRINKLER" BI VAULTDRAIN TO STORM DRAIN SYSTEM TAMPER _ (IFPRACTCAL) SEESTANDARDNEWINGEN STENCILED 19'%19'X8" SCHEDULE W GALVANIZED STEEL QIFRNO)POSSIBLE MEANS OF GRAVITY DRAIN, ADDCONC BLOIX ED STENCILED ADDRESS STALL SUMP PUMP FACE STREET PAINTED WHTE FACE SIREFT 1 EXISTING ASPHALT CONCRETE OVER PREPARED GRADE ---- Z LOGT MUSTIREIN NOUMVXAFDCOA SCHEDULE VAULT,MUSFBE IN MINIMUM 4'M'VAULT. �^ GA—REDSTEEL l3.PIV LOCATION MUST BE DOWNSTREAM OF WRAPPED WITH6 DCDA AND UPSTREAM OF FOC. MUST MIL PLlSTC M.NEW YO MUST BE LOCATED WITHIx]5'OF A eE SFwcUr FIRE 1111 FOR ANEXImxG xISTINGCE Ex EHB7MIx) INSIGHT ENGINEERING CO. � ABUILDING BEING RETROFIT FOR SPRINKIERS). B C°HCREFE 1 THICKER THAN PREVIOUSLY EXISTED NEW FIRE HYDRANT INSTALIATION MAY BE PAVEMENT3NEEDED TO MEET GOOF REpVIREMENi P.O.BOX-1478 EVERETT,WA 98206 TYPICALWHEN FIRE BOOM IS MD E THAN 7TFROM MAIN (425)303-9363 (425)303-9362 FAX PROVIDE V MINIMUM AND I2'MAXIMUM EVERETTRPuaue woRNs •Mlxcaus suNFAaNG CITY OF EVEREST INFO@INSIGHTENGINEERING.NET CLEARANCE BETWEEN VAULT FLOOR AND BOTTOM WASHINGTON DEPARTMENT 6'MIN TOP COURSEHED PUBLIC WORKS DEPARTMENT OF BACKLOwA55EMBLrWxEREE—TOPOF � SEE STANDARD DRAWING EN +'_^ WN72017 SITE ADDRESS: 2923 COLBY AVE POVAULT FLOOR D TOO LOW TO DRAIN TODAr..Hr D OR STORM SYSTEM,MUST HAVE 6'FLOOR DOUBLE CHECK DETECTOR EXISTING CEMENT CONCRETE OVER PREPARED GRADE EVERER,WA 98201 1, DCOVA ELEVATIONA-A OPFNINGFORDRAINAGEIAPPROVEDBYTHEOTY FDC ELEVATION B-B VALVE ASSEMBLY W/FDC&PIV '` PAVEMENT PATCHING DETAILS 326 Know what's below. ENGINEERON AC&SE BY CASE BASK ONLY). (DCDA)Z'&LARGERSOWICE 515 TAX ACCOUNT NO.'S: 00644 9 683009 00 Call before you dig. REV.N0, DESCRIPTION INITIALS DATE VTILITPCONELICTNOM (:T)DOUBLE CHECK DETECTOR VAL VE ASSEMBLY WNDC&PIV DETAIL 1 PAVEMENT PATCHING DETAIL FI NOT TO SCALE STD.DSL.515 \ FV NOT TO SCALE DID.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 fD r � 9 h AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.THIS SHALL INCLUDE CALLING UTILITY LOCATE®7-800-424-5555 POTHOLING ALL OF THE EXISTING � DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY 6` 36499Bti� 227221-PRELIM.DWC JTK 08-25-2022 1"=10' 22-1222 WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN FS CIST �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, IRISHMENPUB RESOLVE ALL 08/30/2022 )'IRE LINE CONNECTION F1