2923 COLBY AVE 2024-10-24 - Laserfiche WebLink

° I SE 1/4,SEC. 19, T.29 N.,R.05E., W.M. HewittAve i 4 4 SNOHOMISH COUNTY, WASHINGTON ° > 4 44 a 0 U 4 4 I a 4 4 I - 4 EX.WATER METER N ° 4 \ 4 ° 4 CIN TDO A a" w E VICINITY MAP TAPPIN TEE, N N " SCALE: 1"= 10' SCALE r-2000 CONTRACTOR TO ° RUN A h DI PIPE. E 4 10 5 0 10 20 Permit#: PW2304-013 ° EX.BUILDING Site Address: 2923 Colby 4 4 ° 0 2923 COLBY AVE. Owner: Boyle Investment LLC Application Date: 04/17/2023 Q - LEGEND Description: Site Work for New Fire Service Line y ° 5o T EXISTING MONUMENT DL FH' J.T PPING TEE( ) ° (C) CALCULATED DATA (P) PLAT DATA 5-2.1 REQUIRED NOTES ON PLANS e (M) MEASURED DATA A.No connection to the existing mains will be allowed except by 4 /z� RE WATER METER means of an approved backflow of WATER DEPARTMENT ITO MAKE ALL URB AND EX.FIRE HYDRANT prevention device prior to satisfactory flushing,testing, CONNECTIONS TO LIVE WATER MAINS UNDER EX.LIG T POLE - FIRE DEPARTMENT CONNECTION AND SEPERATE UTILITY PERMIT.UTILITY PERMIT WILL TA WATER VALVE disinfection,and receipt DEWALK TO B POST INDICATOR VALVE TO BE pt of satisfactory °. BE BASED ON A COST ESTIMATE PREPARED BY EPLACED PMMOUNTED TO THE BUILDING GAS VALVE bacteriological test results. THE WATER DEPARTMENT AND PAID FOR BY THE OWNER/CONTRACTOR. TAIL 312 © POWER VAULT B.Connections to and taps on existing mains will be made by the Qo Un ITY POLE Public Works Department at the 2 PATCH ° DCDA PER COE STND.515 1 UTILITY ANCHOR developer's expense.The Public Works Department shall be 4 FI PAVE (UNLESS OTHERWISE FI given at least 5 business days notice ALLOWED IN THE ° TELEPHONE RISER for each connection.The Public Works Department shall SPRINKLER ROOM) x( LIGHT POLE thereafter determine the date and time ° q BLOW OFF at which the connection shall be made. 4 MAIL BOX C.All work and materials must conform to City of Everett m JUNCTION BOX Standards. STREET slcN D.A pre-construction meeting shall be held with the City prior to .� ^^J, "�'^'W'�'^'•^ IS STREET LIGHT the start of construction.The City EX.CB,TYPE I of Everett Public Works Construction Division must be notified at —® SAN SWR.MANHOLE least 24 hours prior to NaxoLRR%LUxe ° SS— SAN.SWR.PIPELINE commencement of construction. E.The developer or the developerOs authorized agent shall notify 4 — WATER PIPELINEthe Public Works Department of a -—-XXX-—-EX.CONTOUR person who can be contacted regarding problems during „�.m. p 9 9 p g ".. construction on a 24 hour basis. 'P '= ��^"" I � cENTERUNE F.Maintain a minimum of 10 feet horizontal and 18 inches � �� - vertical separation between potable and "__, ^oM xx PROPOSED CONTOUR non-potable conveyance systems. �.� "�• � ..DN...m.. ° -a PROPOSED STORM DRAINAGE G.All City of Everett valves shall be operated by Public Works _ Psio 4 ---------"PROPOSED SEWER Department personnel only.All valves, Rm EaLaLc B --*.PROPOSED SEWER FORCE MAIN new and existing,shall be accessible at all times. R C EVERETT=" PROPOSED WATER MAIN.1nRE HYDRANT I �• Y„ � }L-”^•.••"" ,'V•",,•", O V "NO PARKING"SIGN ENGINEER INSIGHT ENGINEW oomw P.O.BOX 1478 EVERETT,WA 98206 _ PARTS NOTES NOTES CONTACT:BRIAN R.KAIAB,RE. xIR L10BLL OE. DST INDICATOR VALVE(MO PNNLED REDwnN TAMPERTO HRE ALARM PANEL 1. THE AND E.WTEVNVER-1 ED°NMAIN. FINALl01NTMUST PH:(425)303-9363 18"K18')IB" AND WITH STENCILED ADDRESS NMI TE,1'HIGHTE%TI. BE SAWCIR 1. ALL TRENCHES IN ROADWAY ARM SHALL BE EMAIL:INFOOINSIGHTENGINEERING.NET CONI BIOOf E. K�NGLOVEO BACKFLOW PREVENTION E%ISTING CEMENT AS HATCHIXISTING CT'KFIRUNDANENGIN NEER PATCHED WITH TEMPORARY 2. DUCTILE IRO"PIPE ISRED AS REQUIREDI CIA5561. DEVICES. TING ASPHALT ASPHALT ATTHE END OF EACH WORK DAY,UNIFSS 3. SCHEDULE ADGALN.STEEL.RAPPEDWAMILPUSTIC. 3. ATSEMINSTAWBLYREQTIONUIRES RELETIRICAUT°IONUPON CONCRETE TEITH'OR ESS GRANTED TOGOOTHERWISEBYTHE CONTACT CIATT SI DI TEE FL%FL ANNUALLY BY OWNER. CONCRETE AM CLAW 2812 ARCHITECTURE @S. SWINGCHEM TIMENTVALVE W/GALL NIPASSEMBLY. A. ALL resrc6CD MUST HAVE BRAssPw6s. NG CONCRETE 1 E PH:(425)252-2153 fIRFOEDGAEANTCONN EL PIPE TO O B BRASS.DRED.SKNOXENCI LOCKING ADDRESS WHITE, 5. ROUND MANHOLE LIDS ARE NOT TO BE USED. T=FFCOMPLETION OFAWORK WITHIN ROAOWAYARFA. POSED6ALVON MI STEEL PIPE T°BF PLANTED RFD.STFN[ILADDRESS(WH TE —B B ]'HIGH TEKI)ON PLANTED PIPE. INSIDE DEPTH I5 TO BE KEPT AT AAM�MUM MINGMATCH E%ST NG THICKNESS° 3. CEMEHTCONUETE FDRPATCHING SHALL BE PT AAT AFIPROVED Ol. ALL PIPE THROUGH VAULT WALL SXALL Bf CORE DRILLED AHDXAVEA'UNKSEAL' & ASP 6MINCRUSHED SURFACING TOP COURSE COMMERCIALMI%0.S CNLECID .SOOT LtilY ti! YL,II TO (OR APPROVED EQUAL). ANO/OR AT APVIROVFD BYCT'OF EVEREST STANDARD SPECIFICATIONS. WILDING CS&Y VALVES.OHTAMPERSWITCHWAIARMMNELORCRAINATIDPADLOCK. T UTILITIES DEPABE RTMENT. SEE STANDARD DRAWING 616 9. 1lWLV.IADDERWTIHPULL-UPLADDERE%TENSIONTOBESERMOTOVAULT METER gHA�LLWITH ACCESS HATCHSUCH OPEHAT IT LOORAx6rov&uLT wu��MDuxTEO wcH THAT u°Df&IS DRErnrABOVE BE ENTERING TI"EVAV OVEN EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE EV MFEWEOF ACCESSOPENINGFOR EASE OFACCESS. AND PUBLIC SERVICES DATE A TAMPER A 10 UL-FM USTED SOMEATED WA STATE APPROVED DOUBLE CHECK DETECTOR B. ALL DIMENSIONS ARE MINIMUM CLEARANCE. PUBLIC WORKS SWITOI IF VALVEATSEMBLY INCIUDING]-0.5.&Y RESMEMSEATEDGATF VAl1E5.TEST 9. ALLBACKFLOW DEVICES WILL BE INSTALUO L—————J REQUIRED COCI6.3/A'BRA55OR COPPER BYPASSWOH INUNEVALVES,S/B"%3 A• IxA DEPARTMENT 0—WE.OF W/E{ODER R9001,CU P,./STUB ANTENNA&A3/4 DOUBLE V ULT QUTRDETHEBUILOINGUNLE55 FINAL JOINT MUST UTILITIES DRAINAGE CHECK VALVE AST EM_ OTHERWISE APPROVED BY UTILITIES A PUBLIC WORKS PERMIT 15 REQUIRED PRIOR TUVERINTENOFNT. ETEH3'MIN) PLAN ]1 STATE APPROVED DOUBLE CHECK DETECTOR ASSEMBLY. E%ISTING ASPHALT TO STARTING ANY CONSTRUCTION ON THIS W.FIRE SFRVKE NPIxGS FROM MAIx TO CONCRETE 1 rxKKERrx&x PREWou51Y E%ISTEo CITY ENGINEER PROJECT APPROVAL FOR THIS PROJECT IS Q ICA(RESTRMIEDFu"GECOUPUN°AOArtERI. BUILDING SHALL BE RESTRNNED. CONDITIONAL PER CURRENT STANDARDS AND RAISED 3 0 LFTTfM 13 CUTABLE PADLOCK WITH KEY IN KNON BOX. ll.VROWSIONS FOR DRAINAGE OF THE VAULT EXPIRES______ UNLESS 'AUTO TMFPER $HALLBE INTHE FOLLOWING ORDER OF `T SPRINKUR' SWDCH IF DE-1/1'FEMALE FIREDEPT VRECEDENCE 6'rnlry 6'MINCRLSHEDSURRACING REQUIRED $ IN ETCONNECIONBRA55(NOT A)VAULT BRAIN TO DAYLIGHT TOP COURSE PERMIT F R N TR TI N N I PNNTEM-AUTOSPRINKLER' BI VAULT DRAIN TO STORM DRAIN SYSTEM WT-PE. ,� BE PRACTICAL) SEESTANDARDDRAWINGG3A 13%]HM• SCHEDUUEQGMANGEDSTEEL QINENINOSSIBLEMEANSOFGRANITYDRNN, City of Everett Permit Review STENCILED CONI B&A PAINTED RED STENCILED ADDRESS STALL SUMP PUMP AODRESSTO EVERETT Status:Approved as Noted FACE SIREFT PAINTEDWHITE , SWINGVALVELINEMUST EXISTING ASPHALT CONCRETE OVER PREPARED GRADE .1.1 'INCAVAULT.�F°UTSIMOFDCDA uHEDULEAoULT,MUSTBE IN MINIMUM VXA'VAULT.GALVANQEDSTEEL 13.PIV LOCATION MUST BE DOWNSTREAM OF PED WITH I DCDA AND UPSTREAM OF FOC. MUSTMIL PLASTIC 1 NEW YO MUST BE LOCATEDV IN75'OFA 9EMCUII FIRE OR1arFORANE%ImW %ISTING CE ENT ExB.MIEINSIGHT ENGINEERING CO. sBUILDING BEING RETROFIT FOR SPRINKIERS). B CONCRETE 1 THICKER THAN PREVIOUSLY EXISTED L'l NEW FIRE HYDRANT INSTALIAEON MAYBE PAVEMENT3NEEOFD TO MEET GOOF REQVIREMENi P.O.BOX-1478 EVERETT,WA 98206 PILE WHEN HRE RDDM I5 Mo E T"""o'F"DM MNN (425)303-9363 (425)303-9362 FAX PROVIDE V MINIMUM AND II'MA%IMUM EVERETT R INELI.WORKf a •Mlxcxus SURFACING CITY OF EVERETT INFO@INSIGHTENGINEERING.NET CLEARANCEBETWEENVA—FLOOR ANDBOTTOM WASHINGTON DEPARTMENT 6'MIN TOP COURSE PUBLIC PUBLIC WORKS DEPARTMENT BACKFLowA55EMelY.WHERE ELEVATION OF �, s 1� SEE STANDARD DRAWING Gla +_^ o""7z672o1T SITE ADDRESS: 2923 COLBY AVE rosmVEVAULTDFMN VA%TFLDDRDTDDL0wT0DRAINTDDAYu6HT 37?)imD ORSTORMOREPAI,MGEtAPPR VED DOUBLE CHECK DETECTOR EXISTING CEMENT CONCRETE OVER PREPARED G RADE EVERER,WA 98201 1, DCOVA ELEVATION A-A OPENINGfOR DRAINAGE)APPROVED BVMf OTY FDC ELEVATION B-E VALVE ASSEMBLY W/FDC&PIV I. PAVEMENT PATCHING DETAILS 326 KNOW WI1Br5 beIOW. ENGINEFRONAUTE BY CATS BASK ONLY). (DCDAI I'&IARGFRSERVICE 515 TAX ACCOUNT NO.'S: 00644 9 683009 00 Call before you dig. REV.N0, DESCRIPTION INITIALS DATE VTIL17T CONFLICTNOTE: (:T)DOUBLE CHECK DETECTOR VAL VE ASSEMBLY W/FDC&PIV DETAILPAVEMENT PATCHING DETAIL F1 NOT TO SCALE STD.DTL.515 �FVNOT TO SCALE STD.DTL 32670 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 r � 9 fD 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` 36499 "ETHER 221221-PRELIM.DWC JTK 08-25-2022 1"=10' 22-1222 THER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN FS C/STB�Gti ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND SIGNAL SHEET ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR CONSULT WITH PROBLEMS PRIORTO PROCEEDING WITHCONSTRUCTION, IRISHMENPUB RESOLVE ALL 08/30/2022 FIRE LINE CONNECTION F1