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HomeMy WebLinkAboutJackman and 14th StormwaterNO DATE / DESCRIPTION REVISION © Æ S I R E N G I N E E R I N G , P L L C 2 0 2 1 C1.0 DATE 03/11/22 JOB NO.2125 SHEET NUMBER SI T E P L A N SH E E T T I T L E : PR O J E C T T I T L E : ÆS I R E N G I N E E R I N G , P L L C 44 7 6 L O P E Z A V E N U E PO R T T O W N S E N D , W A 9 8 3 6 8 (3 6 0 ) 5 3 1 - 4 3 3 6 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 ÆSIR ENGINEERING, PLLC DISPLAY, REPRODUCTION, OR USE FOR ANY BUT THE SPECIFICALLY AGREED UPON PURPOSES, WITHOUT THE WRITTEN AUTHORIZATION OF ÆSIR ENGINEERING, PLLC IS STRICTLY PROHIBITED. ED W A R D R U B I O & A L I S O N Y O U N T JA C K M A N S T R E E T B E T W E E N 1 4 T H S T R E E T & 1 6 T H S T R E E T PO R T T O W N S E N D , W A 9 8 3 6 8 TP N : 9 4 8 3 0 3 8 0 4 , 9 4 8 3 0 3 8 0 7 , & 9 4 8 3 0 3 8 0 8 EN G I N E E R E D B Y : ENGINEER OF RECORDS: A.GENERAL NOTES 1.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 MEETING AT 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 PORT TOWNSEND 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 DETAILING REMAINING 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 STANDARD SPECIFICATIONS) WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON CHAPTER, 2006 EDITION, UNLESS SUPERSEDED OR AMENDED BY THE CITY OF PORT TOWNSEND. 4.A COPY OF THESE APPROVED PLANS AND APPLICABLE SPECIFICATIONS AND DETAILS SHALL BE ON SITE DURING CONSTRUCTION.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/OR OMISSIONS 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 OF TRANSPORTATION 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 SHALL BE 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 THE ACTUAL 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 ALL TRENCH 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 STANDARD SPECIFICATIONS. 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 MINIMUM PLASTIC 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 BE TERRA 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 4 INCHES 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 ITSELF NEEDS TO BE MOUNTED ON A 2-INCH PERFORATED STEEL POST MOUNTING AND INSTALLATION PER WSDOT STANDARD PLAN FOR SIGN AGE. B.SANITARY SEWER NOTES 1.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 ON THE 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 CLASS 52, 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. MINIMUM WEIGHT 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 NOTES 1.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 DESIGN STANDARDS. 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 FOR THE 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 UPON APPROVAL 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 ANY SEWER 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/APWA STANDARD 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 AND D105-80, 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 OR STORM 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 PASSING RESULT IS OBTAINED. 8.TRENCHING, BEDDING, AND BACKFILL SHALL BE IN ACCORDANCE WITH CITY STANDARD DETAIL SS-2A, SEE DETAIL SHEET. PROJECT SITE 06/28/22 CITY REQUESTED CHANGES1 1 02/02/23 02/02/23 AS-BUILT2 ROAD PROFILES 3 4 5 6 7 8 9 10 11 12 13 14 15 16 23 22 21 20 19 18 17 30 29 28 27 26 25 24 EX I S T I N G P O W E R V A U L T EX I S T I N G C O N C R E T E W A L L EX I S T I N G P O W E R T R A N S F O R M E R EX I S T I N G S E W E R C L E A N O U T EX I S T I N G G R A V E L R O A D EX I S T I N G S E W E R M A N H O L E 16 ' - 0 " R 1 0 ' - 0 " R1 0 ' - 0 " R10 ' - 0 " 16'-0" 16 ' - 0 " R2 0 ' - 0 " 326'-9 1/2" UG P NE W P O W E R T R A N S F O R M E R NE W F I R E H Y D R A N T AS S E M B L Y P E R C I T Y O F P . T . DE T A I L S 2 - 1 2 & 2 - 1 3 R10 ' - 0 " NE W S T O R M W A T E R P R E C A S T C O N C R E T E IN L E T P E R C I T Y O F P . T . D E T A I L S W - 1 NE W 1 7 0 F E E T S T A N D A R D D R A I N A G E PL A N I N F I L T R A T I O N S Y S T E M PE R C I T Y O F P . T . D E T A I L S W - 2 SE W E R C L E A N O U T P E R 2" S E W E R C L E A N O U T AN D V A L V E A S S E M B L Y R1 0 ' - 0 " NE W 8 " Ø 4 0 5 . 5 L F D U C T I L E IR O N W A T E R M A I N CO N N E C T I O N T O E X I S T I N G M A I N P E R C I T Y O F P. T . D E T A I L 2 - 5 " C U T - I N - T E E " W I T H G A T E V A L V E NE W W A T E R S E R V I C E C O N N E C T I O N PE R C I T Y O F P . T . D E T A I L 2 - 1 NE W D O U B L E S E R V I C E C O N N E C T I O N PE R C I T Y O F P . T . D E T A I L 2 - 4 11 ' - 3 " 40 ' - 0 " NE W S E W E R S T U B - O U T UGPUGPUGP 15'-0" 14 ' - 0 " SS SS W W UGPUGP 0+250+751+251+75 JACKMAN STREET SEWER LINE PROFILE EXISTING GRADE 369.3-LF 2" Ø HDPE SDR11 SS @ 0°45'51" 75 70 65 60 80 PR O P E R T Y LI N E 2+50 2+00 0+50 75 70 65 60 80 0+003+003+50 EXISTING SEWER MAIN 14 T H S T R E E T CE N T E R L I N E 2+753+253+75 PR O P E R T Y LI N E SEWER CLEANOUT PER 2" SEWER CLEANOUT AND VALVE ASSEMBLY @ STATION 3+86.4 4+00 2+25 1+50 1+00 EXISTING PAVEMENT 0+8.86 NEW ROAD @ 0°45'51" SLOPE EDGE OF PAVEMENT @ STATION 3+73 SSSSSSSSSSSSSS WWWWWWWW 395-LF 8" Ø 405.5 LF DUCTILE IRON WATER MAIN NEW WATER SERVICE CONNECTION PER CITY OF P.T. DETAIL 2-1 @ STATION 2+97.5 NEW FIRE HYDRANT ASSEMBLY PER CITY OF P.T. DETAILS 2-12 & 2-13 @ STATION 3+83.8 EXISTING WATER MAIN NO DATE / DESCRIPTION REVISION © Æ S I R E N G I N E E R I N G , P L L C 2 0 2 1 C1.1 DATE 03/11/22 JOB NO.2125 SHEET NUMBER SI T E P L A N SH E E T T I T L E : PR O J E C T T I T L E : ÆS I R E N G I N E E R I N G , P L L C 44 7 6 L O P E Z A V E N U E PO R T T O W N S E N D , W A 9 8 3 6 8 (3 6 0 ) 5 3 1 - 4 3 3 6 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 ÆSIR ENGINEERING, PLLC DISPLAY, REPRODUCTION, OR USE FOR ANY BUT THE SPECIFICALLY AGREED UPON PURPOSES, WITHOUT THE WRITTEN AUTHORIZATION OF ÆSIR ENGINEERING, PLLC IS STRICTLY PROHIBITED. ED W A R D R U B I O & A L I S O N Y O U N T JA C K M A N S T R E E T B E T W E E N 1 4 T H S T R E E T & 1 6 T H S T R E E T PO R T T O W N S E N D , W A 9 8 3 6 8 TP N : 9 4 8 3 0 3 8 0 4 , 9 4 8 3 0 3 8 0 7 , & 9 4 8 3 0 3 8 0 8 EN G I N E E R E D B Y : ENGINEER OF RECORDS: REFERENCE CITY OF PORT TOWNSEND ENGINEERING DESIGN STANDARDS MANUAL, DETAILS T-2, T-9, & T-14 ON SHEET C1.4 FOR ADDITIONAL INFORMATION. 2" ASPHALT CLASS B 2" CRUSHED SURFACE TOP COURCE 8" GRAVEL BASE 16'-0" 2% SLOPE 2'-0" GRADE GRADE3:1 02/02/23 06/28/22 CITY REQUESTED CHANGES1 2'-0" 02/02/23 AS-BUILT2 NO DATE / DESCRIPTION REVISION © Æ S I R E N G I N E E R I N G , P L L C 2 0 2 1 C1.2 DATE 03/11/22 JOB NO.2125 SHEET NUMBER CI T Y O F P O R T TO W N S E N D ST A N D A R D D E T A I L S SH E E T T I T L E : PR O J E C T T I T L E : ÆS I R E N G I N E E R I N G , P L L C 44 7 6 L O P E Z A V E N U E PO R T T O W N S E N D , W A 9 8 3 6 8 (3 6 0 ) 5 3 1 - 4 3 3 6 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 ÆSIR ENGINEERING, PLLC DISPLAY, REPRODUCTION, OR USE FOR ANY BUT THE SPECIFICALLY AGREED UPON PURPOSES, WITHOUT THE WRITTEN AUTHORIZATION OF ÆSIR ENGINEERING, PLLC IS STRICTLY PROHIBITED. ED W A R D R U B I O & A L I S O N Y O U N T JA C K M A N S T R E E T B E T W E E N 1 4 T H S T R E E T & 1 6 T H S T R E E T PO R T T O W N S E N D , W A 9 8 3 6 8 TP N : 9 4 8 3 0 3 8 0 4 , 9 4 8 3 0 3 8 0 7 , & 9 4 8 3 0 3 8 0 8 EN G I N E E R E D B Y : ENGINEER OF RECORDS: 06/28/22 CITY REQUESTED CHANGES1 02/02/23 02/02/23 AS-BUILT2 PLASTIC 10"x14" METER BOX VALVE BOX, TOP LABELED "SEWER" 2" ECCENTRIC PLUG VALVE (FLxFL) FINISHED GRADE 36" 6" PE THREADED PLUG FOR PRESSURE APPLICATION 2" COUPLING SOCKET WELD x FEMALE THREADED 2" PE PIPE LENGTH TO FIT 2" PE MOLDED 45° BEND 2" PE MOLDED WYE WITH WELDED END CAP 2" SEWER CLEANOUT AND VALVE ASSEMBLY ELEVATION NOT TO SCALE STUB-OUT CONFIGURATION NO SERVICE TO COLLECTION UNIT ELEVATION VIEW NOT TO SCALE FINISHED GRADE THE HOLES IN THE VAULT MUST BE SEALED WATER TIGHT WITH GROUT TO FORCE MAIN MINIMUM OF 4" COMPACTED 58" CRUSHED ROCK 13231 4 WATERPROOF SPLICE CONNECTION ATTACHE TO WALL WITH STAINLESS STEEL CABLE CLIPS (2 PLACES) 8" 18" 2x4 POST PAINTED GREEN AND LABLED "SEWER" REMOVE ALL DEBRIS FROM PIPE AND SEAL WITH PE CAP AFTER SERVICE CONNECTION HAS BEEN TESTED AND APPROVED. 1 2" MPT x HDPE PLAIN END PIPE (BUTT FUSED) 2 5 2" PLASTIC TRUE UNION BALL CHECK VALVE (THREADED) PVC TYANHERCO 5102H OR APPROVED EQUAL 3 2" SCHEDULE 80 PLASTIC BALL VALVE (THREADED) SPEARS PVC VALVES OR APPROVED EQUAL. 4 2" SCHEDULE 80 PVC CLOSE NIPPLES (THREADED). 5 FOG TITE NO.2 METER CHAMBER OR EQUAL WITH STEEL TRAFFIC LID. TELEPHONE CABLE NOTE: ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSI. FITTINGS SHALL BE CONSTRUCTED TO MINIMIZE DIMENSIONS "A". FITTINGS FOR ALL OF THE SERVICES SHALL BE THE SAME SIZE AND MAKE. DIMENSION "A" SHALL BE THE SAME FOR ALL SERVICES. FITTINGS SHALL BE CENTERED IN VAULT. NO DATE / DESCRIPTION REVISION © Æ S I R E N G I N E E R I N G , P L L C 2 0 2 1 C1.3 DATE 03/11/22 JOB NO.2125 SHEET NUMBER CI T Y O F P O R T TO W N S E N D ST A N D A R D D E T A I L S SH E E T T I T L E : PR O J E C T T I T L E : ÆS I R E N G I N E E R I N G , P L L C 44 7 6 L O P E Z A V E N U E PO R T T O W N S E N D , W A 9 8 3 6 8 (3 6 0 ) 5 3 1 - 4 3 3 6 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 ÆSIR ENGINEERING, PLLC DISPLAY, REPRODUCTION, OR USE FOR ANY BUT THE SPECIFICALLY AGREED UPON PURPOSES, WITHOUT THE WRITTEN AUTHORIZATION OF ÆSIR ENGINEERING, PLLC IS STRICTLY PROHIBITED. ED W A R D R U B I O & A L I S O N Y O U N T JA C K M A N S T R E E T B E T W E E N 1 4 T H S T R E E T & 1 6 T H S T R E E T PO R T T O W N S E N D , W A 9 8 3 6 8 TP N : 9 4 8 3 0 3 8 0 4 , 9 4 8 3 0 3 8 0 7 , & 9 4 8 3 0 3 8 0 8 EN G I N E E R E D B Y : ENGINEER OF RECORDS: 2" SCHEDULE 40 PVC 2"-45° PVC ELBOW PRESSURIZED SEWER PIPE PVC WYE TO FIT FORCE SEWER MAIN 06/28/22 CITY REQUESTED CHANGES1 02/02/23 02/02/23 AS-BUILT2 NO DATE / DESCRIPTION REVISION © Æ S I R E N G I N E E R I N G , P L L C 2 0 2 1 C1.4 DATE 03/11/22 JOB NO.2125 SHEET NUMBER CI T Y O F P O R T TO W N S E N D ST A N D A R D D E T A I L S SH E E T T I T L E : PR O J E C T T I T L E : ÆS I R E N G I N E E R I N G , P L L C 44 7 6 L O P E Z A V E N U E PO R T T O W N S E N D , W A 9 8 3 6 8 (3 6 0 ) 5 3 1 - 4 3 3 6 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 ÆSIR ENGINEERING, PLLC DISPLAY, REPRODUCTION, OR USE FOR ANY BUT THE SPECIFICALLY AGREED UPON PURPOSES, WITHOUT THE WRITTEN AUTHORIZATION OF ÆSIR ENGINEERING, PLLC IS STRICTLY PROHIBITED. ED W A R D R U B I O & A L I S O N Y O U N T JA C K M A N S T R E E T B E T W E E N 1 4 T H S T R E E T & 1 6 T H S T R E E T PO R T T O W N S E N D , W A 9 8 3 6 8 TP N : 9 4 8 3 0 3 8 0 4 , 9 4 8 3 0 3 8 0 7 , & 9 4 8 3 0 3 8 0 8 EN G I N E E R E D B Y : ENGINEER OF RECORDS: 06/28/22 CITY REQUESTED CHANGES1 02/02/23 02/02/23 AS-BUILT2