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HomeMy WebLinkAboutR-407214O i 00 i 2 DocuSign Envelope ID: 6EECF59S-602A4E4A-B436-A317AA639878 ONE 03 BM HOOP FOR 6' HEIGHT NCREMENT(SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 5k��t�• �F46. ab kB I u3 SAIt EACH CORNER I I i f I ' I / 43 BAR EACH SIDE Y' 93 BAR EACH WAY PRECAST BASE SECTION 03 BAR HOOP A BAR EACH CORNER 18' LAN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS DEPARTMENT EXISTING WATER LINE TESTING DETAIL PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12- CONCRETE ALL METAL PPE I6• CPSSP•. 12- STD. SPEC. 9�0&20 SOLID WALL PVC. IS• STD. SPEC. S-05.12p1 PROFILE WALL PVC. STD. SPEC. 945.12(2) I s' 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTESt 1. AS ACCEPTASLEALTERNATNES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 8 O&SEI I). OR WERE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MNNUM REQUIRED REBAR SHOWN INTHE ALTERNATIVE PRECAST BASE SECTION. WRE MESH SHALL NOT BE PLACED N THE KNOCKOUTS. AS AN ACCEMABLE ALTERNATIVE TO THE RESARSHOWN N THE RECTANGULAR ADJUSTMENT SECTION. WIRE MESH HIVING A MINIMUM AREA OF D,12 SQUARE INCHES PER FODT MAY EE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20. KNOCKOUTS SHALL HAVE A WALL THICKNESS OFTMINIMUM TO 25'MAXIMUM. PRDVIOEA 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH JOINT MORTARIN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. 3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PPE INVERT SHALL BE 5 FEET- 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROLM40ED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED USE GROUT TYPE 2 FOR MON SHRINK APPLICATIONS N ACCORDAWC WITH STANDARD SMCFKJATMDN 9 20.3(2). S. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICA NON 944.3 THEN APPLY MORTAR TD INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND FRAMES 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING LINT IL FRAME IS F LUSH WITH PAVEMENT AS DETERMINEO WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11, ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS ONRRWME NOTED, DRAWING IS NOT TO SME (HIS) STD. PLAN - 200.00 CATCH BASIN TYPE 1 GAZ 9/28/2018 I : 4,41r.4,ar..w.,lo, DATE EXISTING WATER LINE FINAL CONNECTION DETAIL XISTING WATER LINE PLAN VIEW LINE VERTICAL CROSSCNJxFL) FOR PDLYPIGGING ONE BLIND FLANGE DN TEMP WITH -TAP & &'PLUG ONE BLIND FLANGE ON BOTTOM ONE (NJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -TIFF TEMPORARY BLOCK COUPLINGS d-MIFF AFTER ALL TESTING. CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP, BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (NJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES PUBLIC WORDS CONNECTION TO WATER MAIN STD. PLAN - 300A ' • DEPARTMENT CUT IN -LINE TEE & THREE VALVES MARCH 2O10 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. - Cie Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 45 Al DocuSign Envelope ID. 6EEC 5B6-602A4E4A-B436-A317AA636878 E EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING TRENCH WIDTH. SEE NOTE 3 PIPE ZONE BEDOINGAN) BACKF1U_ SEE NOTE 4 - 0' FOUEOIITION LEVEL 0' FOUNDATION MATERIAL. IF REQUIRED, SEE NOTE 5 CIRCULAR PIPE TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEOONO AND �' SPAN DACKTILL. SCE NOT[ 4 f7 FOUNDATION LEVEL RIGID PIPE NOTE' 1. PIPE COMPACTON LIMITS SHOWN ON THIS RAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH. THEMORIZdRAL LIMITS OF THE PIPE COMPACTION ZONE SHALL RE THE WALLS OF THE TRENCH 2 O.D. IS EQUAL 10 THE OUTSIDE DIAMETER OF A PPE OR THE OUTSIDE SPAN OF PIPE -ARCH. 3. SEE STANDARDWSDOTIAPWA SPECIFICAI IONS SECTION 24W.4 FOR TRENCH WIDTH 4. PIPE ZONE BEDIING AND BACKFILA MATERIAL SHALL BE RACED N B- LOOSE LAYERS AND COMPACTED 10 95% MAXDAUM DENSITY. S EXCAVATE UNSIABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNOATON MATERIAL CLASS A OR B PER STANDARD WSDOMMPWA SPECIFICATIONS SECDON 9-OSAT FOUNDATION MATERIAL, F REQUIRED, SEE NOTE 5 PIPE - ARCH 8' LILAC Liza" 1 PIPE TYPE COVER�um PUSLIC7 PRIVATE? OF THE APA? CORRUGATED 10 YES YES YES STEEL PIPE SPIRAL RIB STEEL 21D YES YES YES PPE _ PLAINCONCRETS 70 NO YES ND PIPE (PCP) REINFORCED CONCRETE PIPE fa YES YES NO RCPI CORRUGATED OR SPIRAL RIB 7A YB8 VE3 NO AL UMWUM PIPE DUCTILE IRON PIPE la VEB vE8 YE8 CIRCULAR PPE DIAMETER IAB�MRMOISTANCE BETWEEN EWiRELS IT TOW 1T 30"TOSW DIAMETER13 IOT TO IM• 4W ®GRAVEL BACKFILL FOR PIPE ZONE eEDDNG (WSOOT "3. M3)) OR IAIINTENANCE ROCK(WSDOT 9103.914)) PPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS Or TD 35" 12• 4r T0/4Y SPAN 13 1441'710199' 4r UNLESS DTHEILWISE NOTED. DRAWING IS NOT TO SCALE INTS) tAZ . PLAN - 220.00 1. PUBLIC WORKS PIPE ZONE BEDDING AND �1� DEPARTMENT 9/28/2018 1 ] COMPACTION - RIGID PIPE HATE TESTING DETAIL -in L-T NEW WATER LINE O VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK :45 AP FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES ' - • � � PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5 DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2O10 3 r93 7 �o� 1 AS-BUILTS �ss10NAL ��� 03/19/2021 N 0 . REVISION DocuSign Envelope ID: 6EECF5B6.602A-4E4A-B436-A317AA638878 PERVIOUS CONCRETEIPOROUS ASPHALT A B PAVEMENT BASE, `6zN SEE NOTE 6 SAND LAYER (IF REQUIRED). SEE NOTE 5 ✓ \ IT MIN. ABOVE SEASONAL HIGH GROLNOWATER OR HYDRAULICALLY SUBGRADE. SEE NOTE 4 J v RESTRICTIVE LAYER PERVIOUS CONCRETEIPOROUS ASPHALT MINIMUM MATERIAL THICKNESS (IN(: NOTES: I. PERMEABLE PAVEMENT THICKNESSES LISTEAND D FOR POROUS ASPHALT INCLUDE WEARING COURSE AASPHALT TREATED PERMEABLE BASE (ATPB) WHEN UTILIZED PERMEABLE ASPHALT TREATED BASE IPATB) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP4•SA2 CHOKER COURSE REQUIRED WHEN ATPB IS USED 2 CRUSHED SURFACING CHOICER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(21/0PT2. 3 AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03-INU OPT1. RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE, HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. A PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-05.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS COMPACT TO A DEPTH OF 6- TO M%-92% OF MAXIMUM DENSITY PER WSD072-03 3114p. OS'ERCOMPACTED SUBGRADE SHALL BE SCARIFIED 70 B' MIN AND REGOMPAC7E0. 5 PERMEABLE PAVEMENT SHALL BE DESIGNED WHERE THE SOIL BENEATH THE SUP MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1 0%AND A MINIMUM CATION EXCHANGE CAPACITY OF 5 MILLIEQUNALENTS PER 100 GRAMS A B INCH SAND LAYER MUST BE INCLUDED N THE DESIGN BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES NOT MEET THESE PROPERTIES 6 PAVEMENT BASE SHALL BE INSTALL ED PER APWA GSP 4-043(5) SOUPING AND COMPACTION GENERAL NOTES: 1. REFER TO WSOOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSP4) DIVISIONS 2-9 APWA GSP4. AND WSOOT STANDARD SPECIFICATIONS. 2 POROUS HMA SHALL CONFORM TO REOUIREMENTS OF APWA GSP 5-04 3 MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS. STD- PLANS 265.DO. 265. 10, AND 265 20, AND OTHER UTILITY PROVIDER REQUIREMENTS COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. 4 PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHN COAL ENGINEER. FOR ALL APPLICATIONS. PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE 5 ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN2.000 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. APPROVAL WIN 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1101 USNO A 12-INCH RING SEALED AT THE PAVEMENT SURFACE 5 ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2.000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 100 IWHR PER ASTM C17D1 AND APWA GSP 5-04.3 AND S-06 316) 7 ROADWAYS. DRIVEWAYS. AND PARKING LOTS SUBJECT TO VEHICLE LOADING SMALL MEET STRUCTURAL REOUREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. 8. FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%• CHECK DAMS AREA REQUIRED PER STD. PLAN 261.20, 9 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESSOTHERWISE NOTED, DRAWING 6 NOT TO SCALE (NTSI PERMEABLE PAVEMENT MATERIAL STD. PLAN - 261.10 • PUBLIC WORKS RDvlD DEPARTMENT SECTIONS - PERVIOUS CONCRETE AND GAZ 9/28/2018 POROUS ASPHALT DATE RESIDENTIAL STREETS ANO PEDESTRIAN PERVIOUS PCN70U5 PERVIOUS POROUS LATER MATERIAL TYPE' CONCRETE ASPHALT CONCRETE ASPHALT (INI MIN) (INI RIQ AO PERMEABLE PAVEMENT, SEE NOTE 1 B 6 5 4 © CHOICER COURSE. SEE NOTE 2 0 2 0 2 © AGGREGATE BASE. SEE NOTE 3 S 6 6 4 TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) I NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION SIZE OF VERTICAL CROSS SHAH BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2- TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG") ONE BUN❑ FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS 13EFORE DISINFECTION OF NEW WATER MAIN Y * � • PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 DEPARTMENT WATER MAINS MARCIi 2010 SURVEYED: SDM DESIGNED: EDM DRAWN: TLK EDM 03119121 SDM CHECKED: EDM BY DATE APPR APPROVED: NEM SCALE: N.T.S ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: HAD 1983/1991 DATU M :45 AP TESTING DETAIL < G NEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CONNECTION DETAIL sum-' O NEW D.I. WATER LINE � R ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. t�Y 0 STD. PLAN - 300.1 A► + PUBLIC WORKS CONNECTION TO WATER MAIN WITH t,NSo$ DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 Know what's below. Call before you dig. AORAbkCITY OF 1;R] RENTON • Planning/Building/Public Works Dept. THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ci SAPPHIRE ON TALBOT CONSTRUCTION DETAILS 01 LLJ_ DATE:03/ 1912021 = FIELDBOOK: N/A (��L PAGE: NIA `L DRAWING NO: 18615 V) SHEET: 15 OF: 19 :] R-407214