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Permit#: PW2208-020 <br /> m B R O A D W AY EVERETT EXPANSION Owneadress: 18n it Broadway <br /> Property Group > <br /> ~ n Application Date: 08/30/2022 a� 6 <br /> m <br /> Description: Site Work for 5-Story Self Storage Facility <br /> 8407 BROADWAY VERETT WA � <br /> 0 AVE,, , h <br /> Review Status: APPROVED g <br /> < Review Date: 03/18/2023 0 <br /> © oTlo <br /> b CD H � BRH ENGINEERING GENERAL NOTES: <br /> D K <br /> rn v m �5. INC <br /> cn 0 3 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS <br /> AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER �� P <br /> `D CL A THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER s x 0 <br /> K <. LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE a3s z„ SITE all <br /> o W z <br /> F ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO 18,s odoo 3` <br /> CONSTRUCTION. HSOe <br /> 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF(1)PREEXISTING SUBSURFACE CONDITIONS DIFFERING 4 <br /> FROM THOSE INDICATED IN THE PLANS, OR(2)PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE sz, U) <br /> ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR oP <br /> AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE m z W a Co LO <br /> ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SECTION 1-04.7). o Ros#zov10105009 LL � <br /> - z vow <br /> 0 <br /> 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL �m (n (� Co rn Co <br /> ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF z <br /> THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SECTION 1-07.17 APWA SUPPLEMENT). R/F WM XE MMEMT ac ""1z1 Z W 000 <br /> 0 <br /> 8223 BROPDWAY AVE <br /> EVERETT,WA 9820J N ej N <br /> 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE ARM za�oappJ�.po = J r x <br /> CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE _ L (� > < <br /> CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT ULL <br /> SECTION 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE <br /> PLANS. _ °� <br /> /\ z SHEET INDEX: 06 U) <br /> 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO !/ Q � <br /> AS TO AVOID CONFLICTS. / N 6g9•o559 w C1.0 COVER SHEET AND NOTES C) O Lu 0) <br /> �s <br /> 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN /l` '8a85?fR C2.0 TESC PLAN W W Q N <br /> COMPLIANCE PATH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT. � M1 O > � <br /> 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND S C2.1 TESC PLAN DETAILS oco w LO <br /> IS NOT A PART OF THESE PLANS. �° _ (A Or k N <br /> C3.0 GRADING AND UTILITY PLAN (n p o 0 <br /> 8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING SITE PREVIOUS TO �� z a Lu 0)DEMOLITION OR CONSTRUCTION AND TO BE RE-ESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS RE-ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD m Q <br /> OF SURVEY OR CORNER RECORD AS DESCRIBED IN W.A.C. 332-120. AN <br /> GENERAL STORM DRAINAGE PLAN NOTES: <br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY / 37184150E F ET itk(I <br /> OF EVERETT. / 0.8536 ACRES i ti m <br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA �TJTL N"G D STORAGE / <br /> STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). POI T OF PGI&NB Tn TJtVG / w PROJECT CONTACTS <br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR / h <br /> SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS NTH EXISTING UTILITIES °" OWNER: <br /> ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE /Ze INSITE PROPERTY GROUP <br /> CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. / 19191 VERMONT AVE STE 680 <br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING / TORRANCE, CA 90502 <br /> CONSTRUCTION. CONTACT: BRIAN SORENSEN <br /> s 6900. <br /> sss 0, A• � bsorensen@insitepg.com <br /> 'e <br /> 5 AALL CATCH PPROPRIATEAFSIN EATURETFORMTUST BE HE PROJECT <br /> OR STAMPED 'DUMP NO WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND."CHOOSE / I 9s°3YR-e PH: (575) 936-0877 <br /> 6. SHALL COMPLY PATH THE EVERETT MUNICIPAL CODE (EMC), CITY ADOPTED STORMWATER MANAGEMENT MANUAL, POLICIES AND CRITERIA SET FORTH IN THE CITY ENGINEER: <br /> OF EVERETT°S DESIGN AND CONSTRUCTION STANDARDS&SPECIFICATIONS. h BUSH ROED & HITCHINGS <br /> 15400 SE 30TH PL STE 100 <br /> z GENERAL SANITARY SEWER PLAN NOTES: /_= I APWA 107TO LAFEA 3 / BELLEVUE, WA 98007 <br /> z 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT STANDARD SPECIFICATIONS. / 2.477 ACRES t <br /> / I APN: 28051700200900 CONTACT: TED DIMOF, P.E. <br /> s eaorzr E / tedd@brhinc.com <br /> 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY a.n'(M/R> / PH: (206) 323-4144 <br /> o THE CITY INSPECTOR. \ I <br /> /a <br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR I SURVEYOR: Z 3 <br /> Q SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING / BLEW & ASSOCIATES, P. A. _O <br /> UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL E APPROVED BY / a� 3825 N SHILOH DR L J (n <br /> THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.' / N <br /> / FAYETTEVILLE, AR 72703 w Z <br /> I 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY OR LINE AND GRADE PRIOR TO STARTING / CONTACT: JASON M. PAGE I-- Q Q <br /> o CONSTRUCTION. °� O a_j PH: (479) 443-4506 Z >- W <br /> GENERAL WATER PLAN NOTES: a/ PARCEL B ARCHITECT: \/< _ <br /> i 69005 S0.FEET 1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY I 1.5841 ACRES t / JACKSON MAIN ARCHITECTURE Q / w <br /> Q FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS. I 311 FIRST AVE S I-- CcCca <br /> SEATTLE, WA 98104 Lli Q LL I:0 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS / CONTACT: CASEY KISPERT w 0 > ° <br /> DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE / = LLJ n <br /> THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. I casey.kispert@jocksonmain.com cn If <br /> PH: (206) 324-4800 m } <br /> z 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. N� I Q <br /> W <br /> i 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS / ='--VACATED BROADWAY-1 O> <br /> CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. / CUT-OFF 00 0 <br /> 5. THE DEVELOPER OR THE DEVELOPERS AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED Lu <br /> aaorzz"wltR> w <br /> N REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. No® PARCEL 22 c w asaztM, m w <br /> 111. <br /> 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS. / 0.03 O.OW SD.FEET: <br /> / �� 4 ACRES 3 � <br /> i <br /> 7. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE "°"'°by <br /> h,,k,d by <br /> ACCESSIBLE AT ALL TIMES. DP/MF TFD <br /> ro 40 20 0 40 80 „e d°,e <br /> 0 <br /> SCALE IN FEET APPROVED AS SHOWN 02/07/2 <br /> C V^ 40' PUBLIC WORKS DEPARTMENT roe^ <br /> BY:Thad Newport 2022161 <br /> iD DATE:03/1812023 <br /> CITY OF EVERETT REVIEWED FOR PERMIT <br /> C1.0 °f <br />