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HomeMy WebLinkAboutJackman St. 14th to 15th Utilities - 2023NODATE / DESCRIPTIONREVISION© ÆSIR ENGINEERING, PLLC 2021 C1.0DATE03/11/22JOB NO.2125SHEET NUMBERSITE PLAN SHEET TITLE:PROJECT TITLE: ÆSIR ENGINEERING, PLLC 4476 LOPEZ AVENUE PORT TOWNSEND, WA 98368 (360) 531-4336 PROHIBITION ON REUSE:INFORMATION CONTAINED IN THESE DRAWINGSAND SPECIFICATIONS WAS PREPARED FOR USE ONTHE SPECIFIC SITE INDICATED. USE OF THISINFORMATION ON ANOTHER PROJECT ISPROHIBITED AND CONTRARY TO LAW UNLESSEXPRESSLY AUTHORIZED IN WRITING BY THEAUTHOR.THESE DRAWINGS AND SPECIFICATIONS ARE ANDSHALL REMAIN THE PROPERTY OF ÆSIRENGINEERING, PLLC DISPLAY, REPRODUCTION, ORUSE FOR ANY BUT THE SPECIFICALLY AGREEDUPON PURPOSES, WITHOUT THE WRITTENAUTHORIZATION OF ÆSIR ENGINEERING, PLLC ISSTRICTLY PROHIBITED.EDWARD RUBIO & ALISON YOUNT JACKMAN STREET BETWEEN 14TH STREET & 16TH STREET PORT TOWNSEND, WA 98368 TPN: 948303804, 948303807, & 948303808 ENGINEERED BY:ENGINEER OF RECORDS:A.GENERAL NOTES1.ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF PORT TOWNSEND. PRIOR TO ANY WORK COMMENCING, THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION MEETINGAT THE SITE TO BE ATTENDED BY ALL CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF PORT TOWNSEND. CONTACT THE PUBLIC WORKS DEPARTMENT AT THE CITY OF PORTTOWNSEND TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE HIS SET OF APPROVED PLANS A THE MEETING.2.AFTER COMPLETION OF ALL ITEMS SHOWN OF THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST" PREPARED BY THE CITY'S INSPECTOR DETAILINGREMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE.3.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," (HEREINAFTER REFERRED TO AS THE STANDARDSPECIFICATIONS) WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON CHAPTER, 2006 EDITION, UNLESS SUPERSEDED OR AMENDED BYTHE CITY OF PORT TOWNSEND.4.A COPY OF THESE APPROVED PLANS AND APPLICABLE SPECIFICATIONS AND DETAILS SHALL BE ON SITE DURING CONSTRUCTION. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OROMISSIONS TO THESE PLANS.5.ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED AND APPROVED BY AESIR ENGINEERING, PLLC AND THE CITY PRIOR TO ANY IMPLEMENTATION IN THE FIELD.6.THE CONTRACTOR SHALL HAVE ALL UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. CALL (800)424-5555 AT LEAST 48 HOURS IN ADVANCE. THE OWNER AND AESIR ENGINEERING,PLLC SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS.7.ANY STRUCTURE AND/OR OBSTRUCTION THAT REQUIRES REMOVAL OR RELOCATION RELATING TO THIS PROJECT SHALL BE DONE AT THE DEVELOPER'S EXPENSE.8.LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UTILITIES.9.THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION. ALL SIGNAGE SHALL CONFIRM TO U.S. DEPARTMENT OFTRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.10.DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM 0N-SITE CONSTRUCTION. ALL EXISTING STRUCTURES SHALLBE PROTECTED.11.THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS UPON WHICH THE CONTRACTOR SHALL RECORD THE HORIZONTAL AND VERTICAL LOCATIONS OF THE AS-CONSTRUCTED IMPROVEMENTS, AND THEACTUAL LOCATION OF EXISTING UTILITIES ENCOUNTERED.12.THE OWNER SHALL BE RESPONSIBLE FOR FURNISHING A SET OF REPRODUCIBLE AS-BUILT DRAWINGS TO THE CITY OF PORT TOWNSEND PRIOR TO PROJECT ACCEPTANCE.13.THE CONTRACTOR SHALL PROVIDE SAFETY SYSTEMS FOR TRENCH EVALUATION THAT MEET OR EXCEED THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, RCW 4917 FOR ALLTRENCH EXCAVATION THAT EXCEEDS A DEPTH OF 4 FEET.14.WHERE NEW ASPHALT JOINS EXISTING ASPHALT, EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE STANDARDSPECIFICATIONS. THE JOINT SHALL BE SEALED WITH GRADE AR-4000W PAVING ASPHALT.15.ALL NON-FERROUS PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER TAPE SHALL BE 4" WIDE MINIMUMPLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED AND COLOR CODED FOR THE UTILITY TO BE MARKED AND WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BETERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, FORCE MAINS AND CURVED MAINS SHALL HAVE A 14 GAUGE COATED COPPER WIRE, WRAPPED AROUND THE PIPE, BROUGHT UP,COATING STRIPPED AND TIED OFF AT THE VALVE STEM OR MANHOLE RING. THE TAPE AND WIRE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.16.ON STREET SIGNS FOR LOCAL ROADS WITH SPEED LIMITS OF 25 MPH OR LESS, THE LETTERING ON POST-MOUNTED STREET MANE SIGNS MAY BE COMPOSED OF INITIAL UPPER-CASE LETTERS AT LEAST 4INCHES IN HEIGHT AND LOWER-CASE LETTERS AT LEAST 3 INCHES IN HEIGHT ON A 6 INCHES BLUE (BACKGROUND) REFLECTIVE STREET SIGN WITH EXTRUDED BLADE ON TOP AND BOTTOM. THE SIGN ITSELFNEEDS TO BE MOUNTED ON A 2-INCH PERFORATED STEEL POST MOUNTING AND INSTALLATION PER WSDOT STANDARD PLAN FOR SIGN AGE.B.SANITARY SEWER NOTES1.MINIMUM GRADE ON ALL SIDE SEWERS SHALL BE TWO PERCENT AND PLACED AT LEAST FIVE FEET DEEP AT THE PROPERTY LINE.2.ALL SEWER PIPES SHALL BE FROM THE FOLLOWING LIST OF MATERIAL, UNLESS OTHERWISE NOTED, ONLY ONE TYPE OF MATERIAL SHALL BE UTILIZED BETWEEN STRUCTURES UNLESS SHOWN OTHERWISE ONTHE APPROVED PLANS. 2.1. PVC CONFORMING TO ASTM D-3034, SDR 35, OR ASTM F789 WITH JOINTS AND GASKETS CONFORMING TO ASTM D3212 AND ASTM F477. 2.2. DUCTILE IRON PIPE SHALL CONFORM TO ANSI A 21.51 OR AWWA C151 AND SHALL BE CEMENT MORTAR LINED WITH PUSH-ON JOINT OR MECHANICAL JOINT. THE DUCTILE IRON PIPE SHALL BE CLASS52, UNLESS OTHERWISE APPROVED.3.TRENCHING, BEDDING, AND BACKFILL SHALL BE IN ACCORDANCE WITH CITY STANDARD DETAIL SS-2A, SEE DETAIL SHEET.4.ALL PVC PIPE ENTERING OR LEAVING A CONCRETE STRUCTURE SHALL HAVE A RUBBER SEALING GASKET, AS SUPPLIED BY THE PIPE MANUFACTURER, FIRMLY SEALED PERPENDICULAR TO THE PIPE AXIS,AROUND THE PIPE AXIS, AROUND THE PIPE EXTERIOR, AND CAST INTO THE CONCRETE STRUCTURE.5.SANITARY SEWER MANHOLE RING AND COVER SHALL CONFORM TO WSDOT STANDARD PLAN B-25, TYPE 1 STANDARD. COVERS SHALL BE MARKED "SEWER", WITH 2-INCH RAISED LETTERS. MINIMUMWEIGHT OF THE FRAME SHALL BE 210 POUNDS. MINIMUM WEIGHT OF THE COVER SHALL BE 150 POUNDS.6.SANITARY SEWERS SHALL BE CLEANED AND TESTED CONFORMING TO REQUIREMENTS OF WSDOT SPECIFICATION 7-17.3(2). A REPRESENTATIVE FROM THE CITY MUST BE PRESENT DURING TESTING.C.WATER DISTRIBUTION NOTES1.EVERY NEW WATER DISTRIBUTION MAIN PLACE INTO SERVICE SHALL BE 8 INCHES IN DIAMETER, UNLESS A LARGER SIZE IS INDICATED BY THE WATER SYSTEM PLAN OR CITY ENGINEERING DESIGNSTANDARDS.2.ALL WATER PIPES, FITTINGS, VALVES, AND APPURTENANCES SHALL BE FROM EITHER AWWA AND WSDOT/APWA STANDARD SPECIFICATIONS SETION 9-30 APPROVED PVC OR CLASS 52 DUCTILE IRON PIPE,UNLESS OTHER MATERIALS ARE APPROVED IN WRITING BY THE CITY ENGINEER.3.WATER MAINS SHALL MAINTAIN TEN (10) FEET HORIZONTAL AND 18" VERTICAL SEPARATION ABOVE SEWERS (SANITARY SEWER, STORM SEWER, OR IRRIGATION WATER). IF DUCTILE IRON PIPE IS USED FORTHE NEW WATER MAIN, HORIZONTAL SEPARATION MAY BE REDUCED TO THREE (3) FEET AND VERTICAL SEPARATION MY BE REDUCED TO 6" (OUTSIDE TO OUTSIDE OF PIPE).4.WHERE WATER AND SEWER LINES MUST CROSS, A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED. THE MINIMUM COVER FOR A WATER MAIN MAY BE REDUCED TO 18 INCHES UPONAPPROVAL OF THE DIRECTOR TO PROVIDE AS MUCH SEPARATION AS POSSIBLE. THE LONGEST STANDARD LENGTH OF PIPE SHALL BE INSTALLED SO THAT THE JOINTS WILL FALL EQUIDISTANT FROM ANYSEWER CROSSING.5.HYDROSTATIC AND PRESSURE LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY CONSTRUCTED WATER MAINS, FIRE LINES, FIRE HYDRANT LEADS, AND STUB-OUTS IN ACCORDANCE WITH WSDOT/APWASTANDARD SPECIFICATIONS SECTION 7-09.3(23) AND AWWA C-600 SPECIFICATIONS IN THE PRESENCE OF THE CITY INSPECTOR.6.ALL PIPES, VALVES, SERVICE CONNECTIONS, RESERVOIRS, AND APPURTENANCES SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH THE STANDARDS OF THE DOH, AWWA C601-68 ANDD105-80, AND WSDOT/APWA STANDARD SPECIFICATIONS SECTIONS 7-09.3(24) AND 7-15.3(1). DISINFECTION WATER MUST BE DECHLORINATED BEFORE DISCHARGING TO WATER BODIES, WETLANDS ORSTORM SEWERS. SUCH DISCHARGES MUST MEET ALL FEDERAL AND STATE REQUIREMENTS.7.THE CITY WILL DRAW A SAMPLE FOR COLIFORM TESTING BY AN INDEPENDENT AGENCY. IF THE TEST FAILS, THE CONTRACTOR SHALL RE-DISINFECT THE SYSTEM, PER NOTE 6 ABOVE,UNTIL A PASSINGRESULT IS OBTAINED.8.TRENCHING, BEDDING, AND BACKFILL SHALL BE IN ACCORDANCE WITH CITY STANDARD DETAIL SS-2A, SEE DETAIL SHEET.PROJECT SITE06/28/2206/28/22CITY REQUESTED CHANGES11 ROAD PROFILES345 6 7 8 9 10 11 12 13 14 15 16 23 22 21 20 19 18 17 30292827 26 25 24 EXISTING POWER VAULT EXISTING CONCRETE WALL EXISTING POWER TRANSFORMER EXISTING SEWER CLEANOUT EXISTING GRAVEL ROAD EXISTING SEWER MANHOLE 16'-0"R10'-0"R10'-0"R 1 0 ' - 0 "16'-0"18'-0" 16'-0" R20'-0"336'-9 1/2"UGPUGPUGPUGPSECONDARY HANDHOLE NEW FIRE HYDRANTASSEMBLY PER CITY OF P.T.DETAILS 2-12 & 2-13 APPROXIMATE LOCATION OF 200A METER-MAIN R 1 0 ' - 0 " NEW STORMWATER PRECAST CONCRETE INLET PER CITY OF P.T. DETAIL SW-1 NEW 170 FEET STANDARD DRAINAGE PLAN INFILTRATION SYSTEM PER CITY OF P.T. DETAIL SW-2 SEWER CLEANOUT PER2" SEWER CLEANOUTAND VALVE ASSEMBLY R10'-0"NEW 8" Ø 405.5 LF DUCTILE IRON WATER MAIN CONNECTION TO EXISTING MAIN PER CITY OF P.T. DETAIL 2-5 "CUT-IN-TEE" WITH GATE VALVE NEW WATER SERVICE CONNECTION PER CITY OF P.T. DETAIL 2-1 NEW DOUBLE SERVICE CONNECTION PER CITY OF P.T. DETAIL 2-4 11'-3"40'-0"NEW SEWER STUB-OUTSSSSWWUGPUGP 0+250+751+251+75JACKMAN STREET SEWER LINE PROFILEEXISTING GRADE379.3-LF 2" Ø HDPE SDR11 SS @ 0°45'51"7570656080PROPERTY LINE2+502+000+5075706560800+003+003+50EXISTINGSEWERMAIN14TH STREET CENTER LINE2+753+253+75PROPERTYLINESEWER CLEANOUT PER 2"SEWER CLEANOUT ANDVALVE ASSEMBLY4+002+251+501+00EXISTING PAVEMENT0+8.86NEW ROAD @0°45'51" SLOPEEDGE OF PAVEMENTNODATE / DESCRIPTIONREVISION© ÆSIR ENGINEERING, PLLC 2021 C1.1DATE03/11/22JOB NO.2125SHEET NUMBERSITE PLAN SHEET TITLE:PROJECT TITLE: ÆSIR ENGINEERING, PLLC 4476 LOPEZ AVENUE PORT TOWNSEND, WA 98368 (360) 531-4336 PROHIBITION ON REUSE:INFORMATION CONTAINED IN THESE DRAWINGSAND SPECIFICATIONS WAS PREPARED FOR USE ONTHE SPECIFIC SITE INDICATED. USE OF THISINFORMATION ON ANOTHER PROJECT ISPROHIBITED AND CONTRARY TO LAW UNLESSEXPRESSLY AUTHORIZED IN WRITING BY THEAUTHOR.THESE DRAWINGS AND SPECIFICATIONS ARE ANDSHALL REMAIN THE PROPERTY OF ÆSIRENGINEERING, PLLC DISPLAY, REPRODUCTION, ORUSE FOR ANY BUT THE SPECIFICALLY AGREEDUPON PURPOSES, WITHOUT THE WRITTENAUTHORIZATION OF ÆSIR ENGINEERING, PLLC ISSTRICTLY PROHIBITED.EDWARD RUBIO & ALISON YOUNT JACKMAN STREET BETWEEN 14TH STREET & 16TH STREET PORT TOWNSEND, WA 98368 TPN: 948303804, 948303807, & 948303808 ENGINEERED BY:ENGINEER OF RECORDS:REFERENCE CITY OF PORT TOWNSENDENGINEERING DESIGN STANDARDSMANUAL, DETAILS T-2, T-9, & T-14 ONSHEET C1.4 FOR ADDITIONALINFORMATION.2" ASPHALT CLASS B2" CRUSHED SURFACE TOP COURCE8" GRAVEL BASE16'-0"2% SLOPE2'-0"GRADEGRADE3:110"1'-0"2'-0"4"06/28/2206/28/22CITY REQUESTED CHANGES1 NODATE / DESCRIPTIONREVISION© ÆSIR ENGINEERING, PLLC 2021 C1.2DATE03/11/22JOB NO.2125SHEET NUMBERCITY OF PORT TOWNSEND STANDARD DETAILS SHEET TITLE:PROJECT TITLE: ÆSIR ENGINEERING, PLLC 4476 LOPEZ AVENUE PORT TOWNSEND, WA 98368 (360) 531-4336 PROHIBITION ON REUSE:INFORMATION CONTAINED IN THESE DRAWINGSAND SPECIFICATIONS WAS PREPARED FOR USE ONTHE SPECIFIC SITE INDICATED. USE OF THISINFORMATION ON ANOTHER PROJECT ISPROHIBITED AND CONTRARY TO LAW UNLESSEXPRESSLY AUTHORIZED IN WRITING BY THEAUTHOR.THESE DRAWINGS AND SPECIFICATIONS ARE ANDSHALL REMAIN THE PROPERTY OF ÆSIRENGINEERING, PLLC DISPLAY, REPRODUCTION, ORUSE FOR ANY BUT THE SPECIFICALLY AGREEDUPON PURPOSES, WITHOUT THE WRITTENAUTHORIZATION OF ÆSIR ENGINEERING, PLLC ISSTRICTLY PROHIBITED.EDWARD RUBIO & ALISON YOUNT JACKMAN STREET BETWEEN 14TH STREET & 16TH STREET PORT TOWNSEND, WA 98368 TPN: 948303804, 948303807, & 948303808 ENGINEERED BY:ENGINEER OF RECORDS:06/28/2206/28/22CITY REQUESTED CHANGES1 PLASTIC 10"x14"METER BOXVALVE BOX, TOPLABELED "SEWER"2" ECCENTRIC PLUGVALVE (FLxFL)FINISHED GRADE36"6"PE THREADED PLUG FORPRESSURE APPLICATION2" COUPLING SOCKETWELD x FEMALE THREADED2" PE PIPE LENGTH TO FIT2" PE MOLDED 45° BEND2" PE MOLDED WYE WITHWELDED END CAP2" SEWER CLEANOUT ANDVALVE ASSEMBLY ELEVATIONNOT TO SCALESTUB-OUT CONFIGURATIONNO SERVICE TO COLLECTION UNIT ELEVATION VIEWNOT TO SCALEFINISHED GRADETHE HOLES IN THE VAULTMUST BE SEALED WATERTIGHT WITH GROUTTO FORCE MAINMINIMUM OF 4" COMPACTED58" CRUSHED ROCK132314WATERPROOFSPLICE CONNECTIONATTACHE TO WALL WITHSTAINLESS STEEL CABLE CLIPS(2 PLACES)8"18"2x4 POST PAINTEDGREEN ANDLABLED "SEWER"REMOVE ALL DEBRISFROM PIPE AND SEALWITH PE CAP AFTERSERVICE CONNECTIONHAS BEEN TESTEDAND APPROVED.12" MPT x HDPE PLAIN END PIPE (BUTT FUSED)252" PLASTIC TRUE UNION BALL CHECK VALVE(THREADED) PVC TYANHERCO 5102H ORAPPROVED EQUAL32" SCHEDULE 80 PLASTIC BALL VALVE(THREADED) SPEARS PVC VALVES ORAPPROVED EQUAL.42" SCHEDULE 80 PVC CLOSE NIPPLES(THREADED).5FOG TITE NO.2 METER CHAMBER OR EQUALWITH STEEL TRAFFIC LID.TELEPHONE CABLENOTE: ALL FITTINGS SHALL HAVE AMINIMUM PRESSURE RATING OF 150 PSI.FITTINGS SHALL BE CONSTRUCTED TOMINIMIZE DIMENSIONS "A". FITTINGS FORALL OF THE SERVICES SHALL BE THE SAMESIZE AND MAKE. DIMENSION "A" SHALL BETHE SAME FOR ALL SERVICES. FITTINGSSHALL BE CENTERED IN VAULT.NODATE / DESCRIPTIONREVISION© ÆSIR ENGINEERING, PLLC 2021 C1.3DATE03/11/22JOB NO.2125SHEET NUMBERCITY OF PORT TOWNSEND STANDARD DETAILS SHEET TITLE:PROJECT TITLE: ÆSIR ENGINEERING, PLLC 4476 LOPEZ AVENUE PORT TOWNSEND, WA 98368 (360) 531-4336 PROHIBITION ON REUSE:INFORMATION CONTAINED IN THESE DRAWINGSAND SPECIFICATIONS WAS PREPARED FOR USE ONTHE SPECIFIC SITE INDICATED. USE OF THISINFORMATION ON ANOTHER PROJECT ISPROHIBITED AND CONTRARY TO LAW UNLESSEXPRESSLY AUTHORIZED IN WRITING BY THEAUTHOR.THESE DRAWINGS AND SPECIFICATIONS ARE ANDSHALL REMAIN THE PROPERTY OF ÆSIRENGINEERING, PLLC DISPLAY, REPRODUCTION, ORUSE FOR ANY BUT THE SPECIFICALLY AGREEDUPON PURPOSES, WITHOUT THE WRITTENAUTHORIZATION OF ÆSIR ENGINEERING, PLLC ISSTRICTLY PROHIBITED.EDWARD RUBIO & ALISON YOUNT JACKMAN STREET BETWEEN 14TH STREET & 16TH STREET PORT TOWNSEND, WA 98368 TPN: 948303804, 948303807, & 948303808 ENGINEERED BY:ENGINEER OF RECORDS:2" SCHEDULE 40 PVC2"-45° PVC ELBOWPRESSURIZED SEWER PIPEPVC WYE TO FITFORCE SEWER MAIN06/28/2206/28/22CITY REQUESTED CHANGES1 NODATE / DESCRIPTIONREVISION© ÆSIR ENGINEERING, PLLC 2021 C1.4DATE03/11/22JOB NO.2125SHEET NUMBERCITY OF PORT TOWNSEND STANDARD DETAILS SHEET TITLE:PROJECT TITLE: ÆSIR ENGINEERING, PLLC 4476 LOPEZ AVENUE PORT TOWNSEND, WA 98368 (360) 531-4336 PROHIBITION ON REUSE:INFORMATION CONTAINED IN THESE DRAWINGSAND SPECIFICATIONS WAS PREPARED FOR USE ONTHE SPECIFIC SITE INDICATED. USE OF THISINFORMATION ON ANOTHER PROJECT ISPROHIBITED AND CONTRARY TO LAW UNLESSEXPRESSLY AUTHORIZED IN WRITING BY THEAUTHOR.THESE DRAWINGS AND SPECIFICATIONS ARE ANDSHALL REMAIN THE PROPERTY OF ÆSIRENGINEERING, PLLC DISPLAY, REPRODUCTION, ORUSE FOR ANY BUT THE SPECIFICALLY AGREEDUPON PURPOSES, WITHOUT THE WRITTENAUTHORIZATION OF ÆSIR ENGINEERING, PLLC ISSTRICTLY PROHIBITED.EDWARD RUBIO & ALISON YOUNT JACKMAN STREET BETWEEN 14TH STREET & 16TH STREET PORT TOWNSEND, WA 98368 TPN: 948303804, 948303807, & 948303808 ENGINEERED BY:ENGINEER OF RECORDS:06/28/2206/28/22CITY REQUESTED CHANGES1