Loading...
HomeMy WebLinkAboutP_asbuild CAD files_20220517_v1 20625 - CV.dwg 20625 - CV.txtTransmittal Report: Created by AutoCAD eTransmit Tuesday, May 17, 2022, 11:33 AM. Drawing: This is a transmittal based on multiple drawings. Files: Root Drawings: 20625 - CV.dwg 20625 - TOPO.dwg 20625 - PP.dwg AutoCAD Drawing (External) References: DWG\20625 - COR-TB.dwg DWG\20625 - SITE.dwg DWG\20625 - PARCEL.dwg DWG\20625-topo.dwg DWG\20625 - SV.dwg DWG\20625 - UTIL.dwg DWG File References: 20625 - SITE.dwg TIF File References: misc-ref\101.tif misc-ref\101.1.tif misc-ref\102.tif misc-ref\104.2.tif misc-ref\104.3.tif misc-ref\200.00.tif misc-ref\200.40.tif misc-ref\203.00.tif misc-ref\204.40.tif misc-ref\216.30.tif misc-ref\267.00.tif misc-ref\267.10.tif misc-ref\268.00.tif misc-ref\300.0.tif misc-ref\310.1.tif misc-ref\320.1.tif misc-ref\406.1.tif misc-ref\407.tif misc-ref\413.00.tif AutoCAD Color-dependent Plot Style Table File References: PlotCfgs\ENCOMPASS-2015.ctb AutoCAD Plotter Configuration File References: PlotCfgs\AutoCAD PDF (General Documentation).pc3 The following files were excluded from the transmittal: acad.fmp Fonts\simplex.shx Fonts\calibri.ttf Fonts\arial.ttf Fonts\HELV.shx Fonts\romans.shx Fonts\ltypeshp.shx Fonts\AECCLAND.shx Fonts\romantic.ttf Fonts\arialbd.ttf Textures\Concrete.Cast-In-Place.Flat.Grey.1.jpg Textures\Sitework.Paving - Surfacing.Asphalt.jpg Textures\Sitework.Planting.Grass.Short.jpg Textures\Sitework.Planting.Grass.Thick.jpg Textures\Sitework.Planting.Gravel.Crushed.jpg Textures\Sitework.Planting.Gravel.Mixed.jpg Textures\Sitework.Planting.Soil.jpg Fonts\complex.shx Fonts\ENGR_0.TTF Fonts\txt.shx Fonts\MONOTXT.shx Fonts\sanss___.ttf Fonts\ARIALNB_0.TTF Fonts\GOUDOS_0.TTF Fonts\FELIXTI_0.TTF scadline.(shx,ttf) PROFESSIONAL STAMPS\CP-eng-seal-with sig.dwg Fonts\ENGR.TTF archstyl.(shx,ttf) DWG\20625 - ARCH.dwg Fonts\bigfont.shx PlotCfgs\acad.ctb DWG\20625 - PARCEL.dwg DWG\20625-topo.dwg Fonts\romanc.shx Fonts\romant.shx PlotCfgs\DWG To PDF.pc3 Fonts\GOUDOS.TTF The following files could not be located: Textures\Concrete.Cast-In-Place.Flat.Grey.1.jpg Textures\Sitework.Paving - Surfacing.Asphalt.jpg Textures\Sitework.Planting.Grass.Short.jpg Textures\Sitework.Planting.Grass.Thick.jpg Textures\Sitework.Planting.Gravel.Crushed.jpg Textures\Sitework.Planting.Gravel.Mixed.jpg Textures\Sitework.Planting.Soil.jpg scadline.(shx,ttf) archstyl.(shx,ttf) Notes for distribution: .DWG external reference files: External reference (xref) paths may be present. Make sure these paths work or that the root drawing is using the correct references. eTransmit does not include files required by xrefs unless they are also required by the root drawing. In particular, plot style tables and overlay xrefs that are not used by the root drawing are omitted Raster image files: Paths may be present on references to raster images. Make sure these paths work or that the root drawing is using the correct references. .PC3 printer configuration files: Please copy these files to the AutoCAD Printer Configuration Search Path directory. .CTB/.STB plot style tables: Please copy these files to the AutoCAD Plot Style Table Search Path directory. The AutoCAD variable FONTALT was set to: C:\Users\Costa\appdata\roaming\autodesk\c3d 2018\enu\support\simplex.shx Please make sure that the FONTALT variable is set to this file or an equivalent before opening any drawings. All text styles with missing fonts are automatically set to this font. XREF J:\20\20625 - Dan Finkbeiner\ENGINEERING\DWG\20625 - SITE.dwg *** Map 2007 Data and Cache files *** The drawing 'J:\20\20625 - Dan Finkbeiner\SURVEY\ASBUILTS\PLANSHEETS\FRONTAGE IMPROVEMENTS\20625 - CV.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing 'J:\20\20625 - Dan Finkbeiner\SURVEY\ASBUILTS\PLANSHEETS\FRONTAGE IMPROVEMENTS\20625 - TOPO.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. *** Map 2007 Data and Cache files *** The drawing 'J:\20\20625 - Dan Finkbeiner\SURVEY\ASBUILTS\PLANSHEETS\FRONTAGE IMPROVEMENTS\20625 - PP.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files. Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory. You may also need to update the cache manifest XML file to point to the unzipped location of the data files. 20625 - PP.dwg 20625 - SITE.dwg 20625 - TOPO.dwg DWG/20625 - COR-TB.dwg DWG/20625 - PARCEL.dwg DWG/20625 - SITE.dwg DWG/20625 - SV.dwg DWG/20625 - UTIL.dwg DWG/20625-topo.dwg misc-ref/101.1.tif sæ N51E2 /8•R X s/e"D DUMMY 3/8- PREMOLOED JONT FILLER (l'rp) OF ORATE SECTION A GENERAL NOTES: 1. The Intentqfthis design Is tofadl& the removal of a ætch basin with minimal of the 2. The expansion of the adJawnt sldewalk shall to be In line these expansion lolnts. lilliilhilhil PLAN MEW IN Cuu SEcrm - ND rrEN - NOT I ISOYETflC MEW PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS MD. PLAN - 101.1 PRO D: misc-ref/101.tif FACE OF CURB IrrR. VARIES FROM 6" TOO 5 Irr PLAN — 101 TOP OF ROADWAY CEMENT CONCRETE SIDEWALK RAMP OR LANDING 31B" PREMOLDED JOINT FILLER 1:12 CEMENT CONCRETE TRAFFIC CURB AND GUTTER - FACE OF ADJACENT CURB FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE ROADWAY CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS ANO LANDINGS FACE OF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHEET 124 TOP OF ROADWAY DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1042 DEPRESSED CURB SECTION AT SIDEWALK RAMPS PREMOLOED JOINT FILLER É FULL-DEPTH EXPANSION JOINT 6 Irr FACE OF CURB ROADWAY FACE OF ADJACENT CURB GUTTER SURFACE DEPRESSED CURB DETAIL CEMENT CONCRETE TRAFFIC CURB AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES: I. See standard plans 102 and 101. I for curb expansion and contraction Ant spadrw 2. Expansion joint shall be full depth. 3/8" (in.) premolded joint filler. 3. For ManolithZ Driveway Curb Gutter SectOn. Standard Plan 104.2 STD. PUBLIC WORKS CEMENT CONCRETE CURBS DEPARTMENT misc-ref/102.tif BRIO-GE OR PEDESTRIAN - SCE CONT PLANS VERTICAL wau - SEE L RAISED EDGE DETAIL EXTEND SIDEWALK 10.N5ÆRSE JOINT s TO S I (XWALK ADJACENT TO CURB SIDEWALK JOINT FILLER Nou SEE RAISED DETAIL - FOR CURB DETALS SEE STD 101 CURB DETAILS Sro PLAN tot. SIDEWALK 1, u NOER WITH RAISED s. OEWALX ADJACENT TO CURB (STEEP FILL SLOPES) ALL OR RARRER FOR SIDE TREATMENT SIDEWALK AmACENT TO CURB AND RAILING OR WALL SIOEW,ux (SEE NOTE 10) JOINT ALLER SIDEWALK ADJACENT TO WALL DETAIL FOR cuRB DETAILS SEE STD PLAN 101 5 (IN) FILLER TYPICAL WHERE FOR OETNLS SEE STD pt.'S TING ROADWAY CRUSHED CRUSHED SURFACING COURSE CINEER) TYPICAL UNtER CURB. GUTTER CSTC UNDER CURB & curTER 10 BE 6- TYICKNESS ON CNSTINC ROADWAY ROCK BASE. WHICHEVER IS GREATER (TYP. FCR ALL CURB & FINtSHEO GRADE 1• BELOW TOP OF CONCRETE FOR CURE SEE sro PLAN tot BRCX)MEO FINISH OR MATCH EXISTING CEVENT CONCRETE CURB (CURB AND Cur-TER SHOWN FOR CURE SEE sro PLAN GRADE 0K) BELO*' rcp CONCRETE SURFACE FOR PLANTING - IF PA ADJACENT TO BUFFER STRIP . Four foot of the sidewalk width Shan tho minimum pedestrian axessible route frea of vertical and horizontal obstructOns. Gratings, Access Covers. Junction Boros. Cable Vaults, Pull Boxes and other appurtenances within the sidewalk must rush with surface, and match grade Of the Sidewak 2. Monolithic Cement Concrete Curb and Sidewalk iS not permitted in new construction. When replacement work necessitates Monolithic Cement concrete curb build per s•andard Plan F-30.10-03. PUBLIC WORKS DEPARTMENT CCNT ON JOINT IN SIOEWALKC*-ay FULL-OEPTH EXPANSION IN BOTH CURE SIDEWAIX (SEE STO JOINT AND FINISH DETAIL g CONTRACTION JOINT For ather referenced NOTES see STD PLAN 104.2. paved surfaces must comply with STD PLAN 102.1 as applicable. JOINT FILER FULL-DEPTH EXPANSION JOINT STD. PLAN - 102 CEMENT CONCRETE PP\U) SIDEWALK ic misc-ref/104.2.tif CEMENT co,WRETE GUTTER NOTE 3) GL_mTER THS TYPE C2B - ISOMETRIC VIEW (COMMERCIAL. WITH BUFFER) 2. 3. 4. 5. 6. 7. 8. 9. 10. PLAN - 104.2 When a driveway width exceds 15 @nst-uct a full dept' jdnt wth 318• joint filler tho driveway Lene linæ (sco std. plan 102). Construct expansion Ents with the ae .t 15 rnaximurn *'en Üfveway Widths See std. plan 102 for detans. Curb and gutter shown. other curb rrzy be Sae etd. plan 101 for curb details. Not The erOne« will design all driveways to elevadons at a" rrMed wah All the back curb For WdthS DRIVEWAY STANDARDS (See NOTE 10). The expamion Eins (see ptan 102) shall spaced us shown In the vi%. Skms compty with RÜ.ZI Rn3.2.2 R303.2.3 of the Revised Dran Guidelines for Accessible Public Rights-of-way ofNovanba 23, (PROWAG). Curt my C-MAX Ortvmvey may be on a æw•by-case basis. STREET STANDARDS - Renton Municipal code (RMC) Title I V Develwment CHAPTER 6 STREET STANDARDS Section STREET STANDARth DRIVEWAY Renton Municipal ccse (RMC) ntle IV Development Regulations CHAPTER 4 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS section 4-4-cn PARKING, LOADING AND DRIVEWAY GUTTER DETAR ADJACENT DEPRESSED CURB DETAIL AT RESIDENTIAL cn DRIVEWAYS, ALEYS Driveway Example: TYPE CIB (W.X•4 Lm• REGULATIONS PUBLIC WORKS DEPARTMENT CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS misc-ref/104.3.tif PLAN Vu•, REY rrÆ PUBLIC WORKS DEPARTMENT sto PLAN — 1043 P._AN VIEW (SEE 1, SEE SEE SECTION • sraPE sm RAN sro TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE RIB GuTTEA osee v For NOTES STD. PLAN 104.2 STD. Zimmerman. public Works Administrator misc-ref/200.00.tif DocuSign Envelope ID' . 6EECF5B6-602A4E4A-B436-A317AA638878 FRAME AND VANED GRATE ONE BAR FOR 6• HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION see AAR EACH CORNER BAR EACH SIDE BAR EACH WAY PRECAST BASE SECTION PIPE ALLOWANCES PIPE MATERIAL REINFORCED OR PLAIN CONCRETE ALL METAL PIPE cpssp•, STD. SPEC. 9-0520 SOLID WALL STD. SPEC. PROFILE WALL STD. SPEC. MAXIMUM INSIDE DIAMETER • CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: BAR SEE NOTE 1 BAR EACH CORNER 18• MIN. 4. 10 11, ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT AS ACTEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION OR WIRE MESH HAVING A MINIMUM AREA OF 12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REOUIREO REgAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTIOV WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION. WIRE MESH HAVING A MINIMLIM AREA OF 0.12 sauARÉ INCHES PER WAY BE USED. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMuw PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE S FEET. THE FRAME ANO GRATE MOST as INSTALLED WITH THE FLANGE DOWN, THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF IH;24V OR STEEPER. THE OPENING SHALL as MEASURED AT THE TOP OF THE PRECAST BASE SECTION. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED, use GROUT TYPE 2 FOR NON-SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION THEN APPLY MORTAR TO INSIDE ANO ouTS10E OF ALL JOINTS. RINGS, RISERS, AND FRAMES. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS, FRAME SHALL gg ADJUSTED TO PAVEMENT GRADE gy TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH ANO REMAIN VISIBLE LIPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 200.00 APPR ED; GAZ 9/28/2018 OAT E misc-ref/200.40.tif DocuSign Envelope 'D: 6EECF5B6-602A4E4A-B436-A317AA638878 27"1'10• I 4-112' ADJUSTMENT RINGS CONVERSION RISER 3'6-1'4• 1' 11-1/2" DEPTH: 3.52 TO IE OUT PUBLIC WORKS DEPARTMENT 2 11-1/2" ooo o ooo ooo L__ 2'9-17 CONVERSION RISER ONE BAR Hoop EACH SIDE OF OPENING UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 200.40 CONVERSION RISER GAZ 9/28/2018 OAT E : 45 A misc-ref/203.00.tif DocuSign Envelope 'D: 6EECF5B6-602A4E4A-B436-A317AA638878 OR CURB ANO GUTTER MATCH TOP OF HOOD TO TOP OF CLJRa (TYPO ISOMETRIC VIEW CATCH BASIN GRATE q y— SEE DETAIL BELOW - 34• (WIDE SIDE) CATCH BASIN TYPE 1 . -40• (WIDE SIDE) CATCH BASIN TYPE IL SEE NOTE 1 29• MIN. 1" MIN. 20 1 1"2' MIN. NOT INSTALL SAFETY BAR DEBRIS GUARD (TYP.) 20- x 24" VANED GRATE SEE 4 FRAME SEE NOTE 2 HOLE OR SLOT FOR ATTACHING HOOD TOP VIEW FRAME DETAIL NOTES: 24 2. 3. 5. 6. SECTION A HOOD Irz• MIN. SEE NOTE 3 PUBLIC WORKS DEPARTMENT -51/2" LEVEL OPENING HEIGHT MIN, 1" MIN. THE INLET REQUIRES THE PRECAST CATCH BASIN TO ge ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE cuR3 WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN. PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH EASIN THE DIMENSIONS OF THE FRAME ANO HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LOGS. THE TOP OF THE HCX)DMAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE ATTACH THE HOOD TO THE FRAME WITH Two 3/4' * 2" HEX HEAD BOLTS, NLJTS, AND OVERSIZE WASHERS THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS. FOR BOLT-DOWN GRATES, PROVIDE Two HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A - 11 NC 2" ALLEN HEAD CAP SCREW, LæAT10N OF HOLES VARIES AMONG DIFFERENT MANUFACTURERS, SEE BOLT- oowN DETAIL, ONLY DucTlLE IRON VANEO GRATES SHALL as usE0. SEE STANDARD PLANS 204,20 AND 204.30. THIS PLAN IS INTENOEO TO THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT, IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS ON THIS ORAWING. TOP OF GRATE FRAME DETAIL SECTION A UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 203.00 OPEN CURB FACE FRAME AND GRATE INSTALLATION GAZ 9/28/2018 | OAT E misc-ref/204.40.tif DocuSign Envelope 10: 3B1334D3-7EOA-476C-ADB3-4329FFEOC108 112• LETTERING BOLT HOLES • 3 PLACES EQUALLY SPACED 120• APART ON 23 1116" g.c. O SKID GROOVE PATTERN DR IN (1) 1" DIA. PICKHOLE COVER BOTTOM VIEW 8: 48 PLAN VIEW 1 1/4" LETTERING (3) BLT SW (ALLEN HEAD) 5/8--11 x SS RUggER WASHER EON BOLTING DETAIL COVER SECTION VIEW 26 112" DIA. 25 1/4" GASKET GROOVE DETAIL 1/4" DIA. NEOPRENE CASKET 23 3,'8• DIA. CL OPEN 27 5/16" DIA. SKID GROOVE PATTERN DETAIL 34 1/8" DIA. FRAME SECTION VIEW NOTES: ALL COVERS SHALL BE LOCKING LIO PER EJ No. 371 ICl OR APPROVED EQUAL. THIS COVER SHALL ONLY BE USED FOR STRUCTURES WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF puguc RIGHT-OF-WAY UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS DEPARTMENT STORM ROUND FRAME AND COVER (PRIVATE) STD. PLAN - 204.40 artin Pastuchå/13/2020 misc-ref/216.30.tif DocuSign Envelope 'D: 6EECF5B6-602A4E4A-B436-A317AA638878 DRAINAGE GRATE GRATE FRAME SEDIMENT AND FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES' OVERFLOW BYPASS BELOW uET GRATE DEVICE RETRIEVAL SYSTEM (TYPO OVERFLOW gwAss (TYP _ ) 5. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOINNSLOPE ANO WITHIN 500 FEET OF A 01STuR8E0 OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL ae CONVEYED TO A SEDIMENT POND OR TRAP, INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. THE BIGO SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE WITHOUT SPILLING THE COLLECTED MATERIAL PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-013<15). ANY SEDIMENT IN VHE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 216.30 PUBLIC WORKS CATCH BASIN INSERT DEPARTMENT APPR ED; GAZ 9/28/2018 | OAT E misc-ref/267.00.tif DocuSign Envelope ID: 3B1334D3-7EOA-476C-ADB3-4329FFEOC108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERA NOTES THAT SHALL BE INCORPORATED IN THE ORAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 3. 5. 6. 8. 10. 11. 12 13. 14. 15. 16. 17. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING SHALL BE HELO AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE. AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. ALL STORM DRAINAGE IMPROVEMENTS SHALL EE DESIGNED ANO CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON swoM). RENTON MUNICIPAL CODE (RMC). AND THE STANDARD SPECIFICATIONS FOR ROAD. BRIDGE ANO MUNICIPAL CONSTRUCTION PREPARED ay WSOOT ANO THE AMERICAN puaLlC WORKS ASSOCIATION (AP',VA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. APPROVAL OF THE ROAD. GRADING. PARKING. BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER. GAS. ELECTRICAL. ETC). PLANS FOR STRuCTuRES suCH AS BRIDGES. VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY APPROVAL FROM THE clTY. A cop,' OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE, IT IS THE SOLE OF THE APPLICANT ANO THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL LJTILITY LOCATIONS SHOWN. ANO TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DiscmtERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. VERTICAL DATUM SHALL NAVO AND HORIZONTAL OATLJM SHALL BE NAO 83 STATE PLANE, NORTH), OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS, ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO WAXIMUM DRY DENSITY PER SECTION • cu'PACT10N AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SHALL gg FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN OF MAXIMUM DRY DENSITY. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED ay THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. ALL PIPE AND STRUCTURES SHALL BE STAKEO FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. ALL PIPE AND APPURTENANCES SHALL EE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORCANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT ANO COMPACTION OF REQUIRED MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL suppoRTED ON A UNIFORMLY DENSE. UNYIELDING BASE. ALL PIPE BEDDING ANO aACKFlLL SHALL as AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT 1.2, OR S INSIDE AND OUTSIDE. ALL DRAINAGE STRUCTURES such AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, LIDS PER THE CITY STANDARD PLAN 204, 10, 20420, 204.30. 20440, ANO 204.50. STRUCTURES SHALL HAVE; • RECTANGULAR OR ROUND. SOLIO LIDS WHEN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT CULECTING RUNOFF. AND Læ,ATED WITHIN THE ROADWAY. BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT.OF.WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. OF WITHIN RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. AIL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN. ALL DRIVEWAY CULVERTS LCH2ATEO WITHIN CITY RIGHT-OF-WAY SHALL gg OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM SLOPE FROM THE EDGE OF THE ORIVEWAY TO THE BOTTOM OF THE DITCH. PUBLIC WORKS DEPARTMENT SURFACE WATER STANDARD PLAN NOTES (1 OF 2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.00 artin Pastucha8/13/2020 1 misc-ref/267.10.tif DocuSign Envelope ID: 3B1334D3-7EOA-476C-ADB3-4329FFEOC108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERA NOTES THAT SHALL BE INCORPORATED IN THE ORAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 8: 48 19. 20. 21_ 22. 23 _ 24. 25. 26. 27 _ 28. 29. 30. 31. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY RCK2K PLACED TO A MINIMUM DEPTH OF ONE (1) AND SHALL MEET THE FOLLOWING SPECIFICATIONS; • 4-8 INCH ROCK/ 40-70% PASSING; • 2-4 INCH ROCK PASSING: AND • LESS THAN 2 INCH RæK,' 10-20% PASSING. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE COWEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED gy THE CITY. FCK)TING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPS. THE END OF EACH STORM DRAIN swa SHALL CAPPED, A CLEANOUT TOPPED WITH A BOLT-LOCKING MARKED "STORM' OR "DRAIN' SHALL as LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 2270. ALL STORM SYSTEM EXTENSIONS SHALL EE STAKED FOR LINE AND GRADE gy A SURVEYOR LICENSED IN WASHINGTON STATE. AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION ALL NEWLY-INSTALLED AND NEWLY-REHAalLlTATED (PuaLlC ANO PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS. GUTTERS AND/OR PAVEMENT. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04311) OF THE wScR)T STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY, STORM DRAIN swas SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED. LANDSCAPED. ETC.) OF THE DEVELOPMENT SITE. TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STCEKPILE ANO REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMENO THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. ISSUANCE OF THE aulL01NG OR CONSTRUCTION PERMITS ay THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LABILITY CONNECTED WITH STORMWATER DISPOSAL, THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING ANO MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. ADEQUATE SAFEGUARDS, SAFETY DEVICES. PROTECTIVE EQUIPMENT. FLAGGERS, ANO ANY OTHER ACTIONS NEEOEO TO PROTECT THE LIFE. HEALTH ANO SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE clTY, ALL SECTIONS OF THE '"SOOT STANDARD SPECIFICATIONS TEMPORARY TRAFFIC CONTROL SHALL APPLY. PROJECTS LOCATED WITHIN THE AOUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC,) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES. BIKE LANES. SIDEWALKS. AND CROSSWALKS SHALL ae AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NONSLIP OR NON-SKID LID PER ADA REQUIREMENTS. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED gy THE APPLICANT. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2, 1.A2 OF THE RENTON CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL ge CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAY BE CHECKED USING A SIMPLE BLICKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT OF WATER OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION, AT LEAST ONE TEST SHALL BE CONDUCTED PER 1 .OOO SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL ae FOR LARGE AREAS (E.G., PARKING AREAS). TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781 PUBLIC WORKS DEPARTMENT SURFACE WATER STANDARD PLAN NOTES (2 OF 2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.10 by: artin Pastuchå/13/2020 misc-ref/268.00.tif DocuSign Envelope ID' . 6EECF5B6-602A4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT. MAY STRIKE our IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES IF ADDITIONAL NOTES ARE NEEOEO FOR SPECIFIC ASPECTS, THEY SHALL AFTER THE Esc STANDARD PLAN NOTES. 4. 10. 11. 12. 13. 14, 15, 16. 17, 18. 19. 20. 21. 22. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE.c.0NSTRUCT10N MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY. THE APPLICANT. AND THE APPLICANT'S CONTRACTOR. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. THE Esc PLAN SET SHALL AN Esc CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT Esc REQUIREMENTS. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS ANO THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION ANO TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL ge CLEARLY DELINEATED gy FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON swot') PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL gg PERMITTED THE CLEARING LIMITS SHALL BE MAINTAINED gy THE APPLICANT,ESC suPÉRVlSOR FOR THE ouRAT10N OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS. MAY REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE. PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. OR MORE FREQUENTLY DURING WET WEATHER. AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STAT& WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY NOT WASH Our CONCRETE ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE OLJMPING OF Excess CONCRETE SHALL ONLY occuR IN DESIGNATED CONCRETE WASHOUT AREAS, ALL REQUIRED Esc BMPS SHALL BE CONSTRUCTED ANO IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL Esc BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED ALL Esc gMPS SHALL REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT exiST_ THE IMPLEMENTATION. MAINTENANCE, REPLACEMENT, ENHANCEMENT. ANO REMOVAL OF Esc EMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. ANY HAZARoous MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE Olsposeo OF PROPERLY, THE Esc BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE Esc BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION. IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY ge CREATED BY THE ACTIVITIES ANO TO PROVIDE ADDITIONAL Esc gMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEOEO. TO PROTECT ADJACENT PROPERTIES AND WATER auALlTY OF THE RECEIVING DRAINAGE SYSTEM APPROVAL OF THIS PLAN IS FOR Esc ONLY, IT NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES, ANY DEWATERING SYSTEM FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EMBANKMENTS. THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED Esc COVER METHODS (E.G„ SEEDING. MULCHING, PLASTIC COVERING. ETC ) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM WET SEASON Esc REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTæER 1ST ANO APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. ANY AREA NEEDING ADDITIONAL Esc MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL ADDRESSED WITHIN SEVEN (7) DAYS. THE Esc BMps ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL txcUR MORE FREQUENTLY AS REQUIRED BY THE CITY. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE ANO WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT PONO OR TRAP. ALL CATCH BASIN INSERTS SHALL ge PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH SASIN SUMP. ALL CATCH BASINS ANO CONVEYANCE LINES SHALL as CLEANED PRIOR TO PAVING, THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM, ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY Esc BMPS AND SHALL PROVIDE ADEOUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE. THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE aups (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC,) SHALL BE CLEARLY FENCED AND PROTECTED LOSING Esc aups TO SEDIMENTATION AND COMPACTION OLJRING CONSTRUCTION, PRIOR TO THE aEGlNNlNG OF THE WET SEASON (OCTOBER 1ST). ALL DISTURaE0 AREAS SHALL ae INSPECTED TO WHICH ONES SHALL BE sooDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE. THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE. ALL Esc BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES. AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITIOV ALL AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED, AT A MINIMUM, DISTLJRaED AREAS SHALL BE OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT WILL DEVELOP SHORTLY AFTER FINAL APPROVAL, MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO ae LANDSCAPED aEFORE OCTOBER 1ST. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE MTH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 268.00 PUBLIC WORKS DEPARTMENT EROSION AND SEDIMENT CONTROL GAZ STANDARD PLAN NOTES 9/28/2018 | OAT E misc-ref/300.0.tif WATER PLAN GENERAL NOTES standard Plan NO. 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDmON OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDmON AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-8m-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT UNED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA CllO/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE-TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR I FSS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS CX:CUß THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FORSIZEOF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PRXTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PIACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA-LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON AU MECHANICAL JOINTS IN ADDITION TO CONCRETE 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, AND THRUST RESTRAINT / BLCAING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET-TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM-PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UNE SHAU BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC WORKS DEPARTMENT STD. PLAN WATER A-AN GENERAL NOTES MARCH — 300.0 2010 misc-ref/310.1.tif FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 92g, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WTH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR. 4.875" SEATTLE THREAD X 5" STORZ. ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NOT. FIRE HYDRANT TO BE PAINTED WITH COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED ay RENTON FIRE DEPARTMENT, FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 3 CONCRETE THRUST BLOCK 16" x B" x 4" MININIJM CONCRETE BEARING BLOCK UNDER HYDRANT CUT MIN. 1B" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK OR PLANTING STRIP 36" MIN COVER O TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING MAIN LINE TEE. WTH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X W) AWWA c-sog, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE B MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE H Y DRA N T ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD ONE MAN ROCK LEVEL ALL GROUND MIN 3' RADIUS ' CONCRETE PAD HYDRANT LOCATION CUT OR FILL FILL STD. PLAN - 310.1 PUBLIC WORKS DEPARTMENT FIRE HYDRANT ASSEMBLY MARCH 2010 misc-ref/320.1.tif 13%24" PLASTIC METER BOX ECUAI_ TO MID—STATES PLASTIC, SERIES vsacF 1324-1B WITH 1,75- THICK OUCTILE IRON DIAMOND PLATE COVER EQUAL TO VIO—STÅTES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAO PIT LID (SEE DETAIL A—A) g" MIN FINISH GRADE 36" MIN COVER 22-1/2 NEW DUCTILE IRON WA TERVAIN Pl PAC --—IN UNIMPROVED RIGHT OF WAY INSTALL METER aox AT PROPERTY LINE WITH 12" LONG COPPER TAILPIECE. SIDEWALK TOUCHREÅO WATER METER TO SUPPLIED BY THE CITY TYPE "K" SOFT COPPER TUBING IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FuTuRE INSTALL FORO C14-33 OR 44 FPT x COMPRESSION COUPLING PRIVATE PIPING OR GALVANIZED PLUG LOOP TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP WITH BALL VALVE. FORD TAPERED THREAD (CC). QUICK JOINT (3/4" FB1000-3-a) OR AY MCDONALD 4701B (1" FalOOO-4-Q) OR AY MCDONALD 47018 NOTE: FORD VBH72-1SW-44-33G. OR McDONALD BRASS: 21-215WC0033, OR MUELLER: WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET COPPERSETTER FOR 1" METER: FORD vBH72—15w-44-44G, OR McDONALD BRASS: 21-41 swcaa44, OR MUELLER: BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WNGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH OUICK JOINT. ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS VUSH BE INSTALLED ON BOTH SIDES OF METER Box. DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" VIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST FROM UNDERNEATH UNLESS THE Ria SPACING ALLOWS THE Nur TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. 3 " AND 1" WATER SERVICE 4 PUBLIC WORKS DEPARTMENT STD. PLAN - NOVEMBER 320.1 2009 misc-ref/406.1.tif (DocuSign ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 WYE EX. SEWER MA.N SPOOL (LENGTH AS NEEDED) 6" SEWER SEWER MAIN TEE X 6" TEE COUPLING ) PROPERTY 3'-O• VIN CAP FUTURE 4" SIDE SEWER 4" STUD MARKING POST PAINTED WHITE WTH THE WORD "SEWER- STENCILED 'N 3" HIGH BLACK LETTERS AND WIRE WRAPPED AROUND THE snoo ANO EXTENDED TO THE TOP O; THE STUD XISTING SANITARY SEWER SIDEWALK BEND AS REWIRED OPE STUB SURFACE CLEANOUT WTH CAST IRON RING AND (EAST JORDAN IRON WORKS NO 00367502 OR APPROV€D EQUAL. SPECIFY "SEWER" ON LID). CLEANOUT To BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8" IN DEPTH VIN 6" SEWER Fun-JRE C FuTuRE 4" SIDE REDUCER A B c D. G SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN VITRIFIED CLAY VAIN - cur IN A NEW pvc "TEE" USING "STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). CONCRETE VAIN - cur 'N A NEW PVC "TEE" USING "STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) PVC & C900 - cur IN NEW TEE USING RIGID coupu'NGS OR CORE-DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) OuCTlLE IRON MAIN - CORE-DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) VAIN - CONNECTION To SEVER MAINS THAT HAVE BEEN LINED (CIPp, ETC cur IN A NEW PVC "TEE" USNC "STRONG-BACC FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL). HDPE — CORE-DRILLED WITH A ROMAC SADDLE "INSERTA-TEE- MAY USED ON SEWER MAINS 12" DIAMETER OR LARGER MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK-OUTS OR THE STRUCTURE SHALL BE CORE-DRILLED AND usE KOR-N-SEAL Boors OR APPROVED EQUAL PRIOR TO INSTALLATION OF A SANITARY SEWER STUB. A SIDE SEWER PERMIT Must BE PURCHASED FRO" CITY OF RENTON PuBuc WORKS DEPARTMENT 2 UNLESS OTHER'NSE SHOWN ON PLAN. SEWER *'ALL HAVE A VIN.vuv 2 5' COVER AT PROPERTY LINE OR 3—5' THAN THE LOWEST HOUSE ELEVATION, LOWER SIDE SEWERS SHALL HAVE A VIN'VUV 2 Z SLOPE UNLESS APPROVED By THE Puauc WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER srua. CALL 24 HOURS IN ADVANCE. THE 'NSPECTION PHONE IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WYEN INSPECTOR ARRIVES AT APPO'NTEO TIME DO NOT BACKFILL THE TRENCH uNT'L APPROVAL IS GIVEN BY THE INSPECTOR S ALL TRENCH RESTORATION FOR SEWERS 'N THE PuBuC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 SIDE SEWER STUB SHALL HAVE PIPE 'N ACCORDANCE WTH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL Bt INSTALLED ay A CONTRACTOR LICENSED ANO BONDED IN THE STATE OF WASHINGTON PUBLIC WORKS DEPARTMENT SIDE SEWER STUB INSTALLATION (SEWER MAIN TO PROPERTY LINE) STD. PLAN -406.1 Martin PastuchY26/202 | 12: misc-ref/407.tif DocuSign Envelope ID 345B681D.914F.4F2D-AB59-7C192D3B78A3 SURFACE CLEANOUT CAST IRON RING AND COVfR (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED SPECIFY "SEWER" ON LID), (SEE STD PLAN 406 FOR INSTALLATION) EXISTING 6" SEWER (REVOVE TO R O W STUB LINE) ROW WYE 4" REDUCER AS REQUIRED EXISTING SANITARY SEWER MAIN (REMOVE) PROPOSED 6" SEWER MAIN SIZE X 6" TEE PROPOSED SEWER MAIN BEND (NOT SEWER STUB AS REQUIRED TO EXCEED 45') PUBLIC WORKS DEPARTMENT TYPICAL SIDE SEWER CONNECTION FOR SEWER MAIN REPLACEMENT EXISTING 4" SIDE SEWER STD. PLAN - 407 Martin Pastud9å26/2020 1 12 misc-ref/413.00.tif DocuSign ID 345B681D-914F4F2D-AB59-7C192D3B78A3 2 3 4 5 6. 7. 8 9 10. 11 12 13 WASTEWATER UTILITY STANDARD NOTES ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS A PRECONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES. MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, cniC905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC ) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL. BUILDING FOUNDATION, ETC.). IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 OPEN-CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED ay THE CITY ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN WITH STANDARD PLAN ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON-SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR PUBLIC WORKS DEPARTMENT WASTEWATER UTILITY STANDARD NOTES S . PLAN -413 Martin Pastuchao/26/2 20 1 1 PlotCfgs/AutoCAD PDF (General Documentation).pc3 PlotCfgs/ENCOMPASS-2015.ctb